Press Alt + R to read the document text or Alt + P to download or print.
CAS-09_CHILDREN'S LEARNING ADVENTURE CHILDCARE CENTER
CAS-09_CHILDREN'S LEARNING ADVENTURE CHILDCARE CENTER.;0!l in lam'"f-�
a FORM WA TEhq A MENDEMEN T FLA No
CHIL DREN S L EA RNING A D I /EN T URE
]Ai Wj,HIGH A V AND GAL PlN = L VD
Pig
�a b:� ww.er•mv qq
\HM
FIRM MK Q �a
FLOOD INSURANCE RATE MAP KB2 V
c ARVER COUNTY,, HV� KD21 KC2 � c0
SITE ,I NCO TR _
D IYCOAPOAAiEII AREAS
Kc2 I j / w qSS SITE
Cw'
�� ��� 16
KB2
NDI
KB
% v
m
I!
� r sMbudv ror,ne aw�ee
� and
GENERAL NOTES:��z;o;vo
"" ' APPROVED EFFECTIVE DATE W. 78TH ST.
DATE
A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION,
EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL ° "'�'K, -
FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING CITY OF CHANHASSEN 7JYV O T(FIAJJEN
COMPANY, ASACONTRACTOR TO THE SELLER/OWNER:TOPOGRAPHY AND SURVEY FLOOD MAP SOILS MAP VICINITY MAP R��€ ��
BOUNDARY: CARVER COUNTY
HARRY S. JOHNSON CO., INC. Not toScale .at to Scale Nott,Scab SEP 1
LAND SURVEYORS THIS SITE IS NOT WITHIN A ZONE A, AE AND IS WITHIN ZONE C (NOT SHADED) AS DEFINED BY RILEY PURGATORY BLUFF CREEK WATERSHED 6LIANNASSENP
9063 L I DALE AVENUE MN 5540UTH FIRM COMMUNITY PANEL NUMBER 2700510005E EFFECTIVE DATE JULY 2, 1979.BLOO37 CMWASNN PLANNING DEFT
952-884-5344 RESOURCE LIST:
CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY
OF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY
INACCURACIES. PLAN INDEX. ENGINENG/TRAFFIC/WATER PLANNING DEPARTMENT
B. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER { CITY OERIF CHANHASSEN CITY OF CHANHASSEN
DEVELOPER SITE WORK SPECIFICATIONS. CO COVER SHEET STEPHANIE SMITH, PE ROBERTCENBD-66R PLANNER)
7700 MARKET BLVD 7700 MARKET BLVD
C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATED C1 DEMOLITION PLAN CHANHASSEN, MN 55317 CHANHASSEN, MN 55317
UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING 952-227-1165 952-227-1131
IMPROVEMENTS AS NOTED. SEE SifE WORK SPECIFICATIONS. C2 BUFFER PLAN tmttak� dartamunia
D. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS C3 GRADING PLAN NATURAL GAS CARVER COUNTY PLANNING
RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN CENTERPOINT ENERGY CARVER COUNTY PUBLIC WORKS
ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH C4 EROSION CONTROL PLAN 700 EW B WEST LINDEN NDEN AVENUE 11360 HWY 212 W
N KATIE MINER, PE
OPERATIONS.
00
CS LANDSCPACE PLAN MINNEAPOLIS, MN 55440 SUITE 1
E. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALLTAKE ALL 612-321-5426 COLOGNE, MN 55322
PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING ardmaWC5)off =m 952-466-5208
THE CONSTRUCTION PHASES OF THIS PROJECT. ENGINEERING/STORMWATER Imtiner@mcarner.mn.us
F. WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE CITY OF CHANHASSEN WATERSHED
WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES TERRANCE JEFFERY RILEY PURGATORY BLUFF CREEK
INTENDED BY THE OWNER ATTHIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS 7700 MARKET BLVD CLAIRE BLESER
PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN CHANHASSEN, MN 55317 14500 MARTIN DRIVE, SUITE 1500
THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL 952-227-1168 EDEN PRAIRIE, MN 55344
CONSTRUCTION ON A CONTEMPORANEOUS BASIS AT THE SITE. Wbv@ddat0Wvrrua 952-607-6512
G. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED PLANNING/ZONING
CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY - CITY OF CHANHASSEN ELECTRIC
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND KATHRYN AANENSON (CDD) XCEL ENERGY
PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILLAPPLY 7700 MARKET BLVD LINDA MACHEMEHL
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION CHANHASSEN, MN 55317 5505 COUNTY RD 19
OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO 952-227-1139 EXCELSIOR, MN 55331
INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR Iaa ' t 952-470-3321
NEAR THE CONSTRUCTION SITE. ircf3krredar�=
CIVIL ENGINEER
H. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE CEI ENGINEERING ASSOCIATES INC. ARCHITECT
COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER. ALAN CATCHPOOL, PE CASCO
2025 CENTRE POINTE BLVD, JOHN MCCUTCHEON
SUITE 210 10877 WATSON RD,
MENDOTA HEIGHTS, MN 55120 SUITE 200
FLOOD CERTIFICATION: 651-4 � 314-82ST - 1063127
314-821-1100
THIS PROPERTY IS LOCATED IN ZONE'C' WHICH DESIGNATES AREAS OF MINIMAL FLOOD
HAZARD, USUALLY DEPICTED ON FIRMS AS ABOVE THE 500-YEAR FLOOD LEVEL. ZONE C MAY HAVE
PONDING AND LOCAL DRAINAGE PROBLEMS THAT DON'T WARRANT DETAILED STUDY OR ZN -
DESIGNATION AS BASE FLOODPLAIN. AS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM,
FLOOD INSURANCE RATE MAP FOR CARVER COUNT! MINNESOTA, COMMUNITY OF 270051000SB Engineering
EFFECTIVE DATE JULY 2, 1979.
NOTICE TO BIDDERS: Associates, Inc.
ENGINEERS M PLANNERS 0 SURVEYORS
ALLQUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BIDSHALLBE LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
DIRECTEDTOTHE OWN ER'S CONSTRUCTION DEPARTMENT AT(314)281-1100. KNOW what'sbelow. SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE 2025 Centre Pointe Blvd., Suite 210 (651)452-8960
CONSULTING ARCHITECTAND/OR THE CONSULTING ENGINEERSHALL NOTBE CONTACTED Call before OU (�� Mendota Hei hts MN 55120
DIRECTLY WITHOUT PRIOR AUTHORIZATION FROM THE OWNER/DEVELOPER. y 9 g (651)452-1149
JOB NO.: 28660
DWG NAME 28660 C5
Arkansas California Minnesota Pennsylvania * Texas 213 P:13P SHEET NO.
M i.-0
REV-7
a
� rr f✓
`e r P dr rd ds
d r r�/ rr fr fr rrr
s°rrlfF it
/r r ! ✓' g
lPdrrr R
518 SE
rr i Erdr !
# 40
�
P
t
ED END'
t
ION
PRAP
#
t i
18A GRASS SOD
d% <
J Z
r'' dd / •d' 4
! �.R� "°•,'� .` —18A GRASS SI
f}�
P t!�
18-A�SI�
sA ,..���°""���le
! P! � tfrJr Pff ,t� ✓ rl r'"'... _ _�';.�^*.! tt q 1
1 ��, }} dd J! a : fis,.f •- ff rf° rrf f r
,i � ➢ i T/Y!! ® f rr!,r ���. �rfr dd dl�.^^",....
a 1 g i f t f� a`7°rr rr ✓r.�" rlrr , /'' r!f`
i j I >1 t fr / vi rsrfd° ✓
14,
PrA_dir
it t
fiaPi
it�,.--
�
s t
s
i �,� t, RIPRAP 19A }1
} ri
r S
}
E P
i
0
1 \�
854 CF
OIL
FLAREDI
/eEFORE yO(!
M
�02\
ONE CP�X
0 30' 45' 60'
SCALE IN FEET
EXISTING
PROPERTY MONUMENT
HYDRANT
CONCRETE
(8)
UNKNOWN MANHOLE
GATE VALVE
---
CONCRETE CURB}
CATCHBASIN
— x
FENCE
CATCHBASIN
OVERHEAD ELECTRIC
+
LIGHT POLE
UNDERGROUND ELECTRIC
a
GAS METER
UNDERGROUND TELEPHONE
Cij
TELEPHONE MANHOLE
.Y
WATER
7
TELEPHONE BOX
—
GAS
O
WATER MANHOLE
— SANITARY SEWER
p
SANITARY MANHOLE
{ }
RIGHT OF ACCESS}
STORM MANHOLE
ELECTRIC METER _
0 -"
EX. CONTOUR
ELECTRIC BOX
X 851 ''G
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
X 934.3
EX. SPOT ELEV.
0
POWER POLE
GENERAL DEMOLITION NOTES
A. THE SITE WORK FOR THIS PROJECTSHALL MEETOR EXCEEDTHE STANDARD SITE WORK SPECIFICATIONS.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES,
PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE
SITE WORK SPECIFICATIONS.
C. CONTRACTOR ISTO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING
FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH
ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
D. THE GENERAL CONTRACTOR SHALLTAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE
TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR
WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING
DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
E. ENGINEERS NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED
U ONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS
BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. ITSHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
p DEMOLITION NOTES
18A EXISTING TO BE REMOVED.
19A EXISTING TO REMAIN.
51D PROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION AND CONSTRUCTION PHASES,
73A CONTRACTOR TO SUBCUT TO TLEV. 960' FOR BOTTOM OF BASIN, AND RIP EXISTING SUBSOILS 24" BELOW
POND BOTTOM TO LOOSEN SUBGRADE SOILS.
73B VACUUM OUT SEDIMENT/DEBRIS FROM 3' SUMP INLET
CMB
Engineering Associates, Inc.
VGINEERS PLANNERS SURVEYC
9NDSCAPF ARCHITFCTS • FN14RnA1AAFNTAI CCIFNTP<
2025 Centre Pointe Blvd., Suite 210 (651)452-8960
Mendota Heights, MN55120 - (651)452-1149
CHILDREN'S LEARNING ADVENTURE
TRUNK MCGHWAY AND CGAL-pON DLL VD
CMANMASSGN3,1�NNl
REV 1A1E I SHEET N0.
DEMOLITION PLAN 4119118 c_,
REV-7
ALL SIGNS SHOULD COMPLY WITH LOCAL CODES AND AS SPECIFIED.
MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
SIGN BASE
71B
N.T.S.
a
MOUNTING HEIGHT
18" MIN.
"DO NOT MOWII SIGN
11C
N.T.S.
uJ�
BUFFER SIGN
"A
t t
71
sf
11
(
,ri ;: ,,r ,•`" If
it it C05 I
( f f 4
/ 81 J t
f CID
dv ` 71CSo
o a
i
10
_ o
71F ---_
/
,`' ,r r.✓ a, ^'" r, ,r `"� `*m'.,y 4 v, 0. 34.36
/ .drs•®fF/r / sf' ,,,,, ..." `° 1 :s4 10. 1 11 71B 71A
71A 71B
•� r r r� r ,,,., _ � f i k { d f� f i of
rr /r 00, " 6 ✓/ � / TI d� � jt jf r,.
,° ✓s // 7 f/ r d /
s
. �r,.• pfff /� �/f yA /" rlr ar i fr ._,. .._ -
y 1 d ppTp p �. p; or �,✓ ,®,x✓/°° ,xs 1
s 4 I d (/ dp � p ; p � f�✓ sx r! rr rt.
t i i dt( t fit trp r, r'
1
$�t — 7jd�!gIi.'
1g i }� I ak if tS((f
f iqt f t k t ,4 i ,t
i i F
12
I
\ j
. �
lk 1 tk 11 ;
I
1k kl k1
\�
k
g
1q 1 4
%
1 4
k
�tkk i
a1
i�
t
lkat i
t
i �i�
a
a
i i i
d I
d i
sC d i t I ( I a i
a 4 f f d
it tl1°t i11
_ 11 01
71A 718
w *� "'"+...,ate"..," ................._ Mr..
..®.....— ...
•
_m
�.
-------------
,6EFORREE y0�
M
ONE CPi
L
0 30' 45' 60,
SCALE IN FEET
EXISTING
PROPERTY MONUMENT
HYDRANT
CONCRETE
UNKNOWN MANHOLE
GATE VALVE
---
CONCRETE CURB
CATCHBASIN
- . ---
FENCE
CATCHBASIN
OVERHEAD ELECTRIC
LIGHT POLE
--
UNDERGROUND ELECTRIC
GAS METER
UNDERGROUND TELEPHONE
{}
TELEPHONE MANHOLE
— —
WATER
TELEPHONE BOX
----
GAS}
WATER MANHOLE
-
SANITARYSEWER
SANITARY MANHOLE
RIGHT OF ACCESS
(
STORM MANHOLE
C
ELECTRIC METER
7u --`-
EX. CONTOUR
CEO
ELECTRIC BOX
' 811 2 = °3
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
X 9343
EX. SPOT ELEV.
POWER POLE
PROPOSED
v- BUFFER SIGN, PER RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT, MAX
DISTANCE 200'
❑ BUFFER PLAN DETAILS
71A BUFFERSIGN
71B SIGN BASE
71C DO NOT MOW SIGN
BUFFER SUMMARY
40' BUFFER EXISTING = 10,866 SF
40' BUFFER PROPOSED = 11,207 SF
1 28660 1 3121118 1 ALC I SMI I CMB CMB
Engineering Associates, Inc.
ENGINEERS PLANNERS
SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
2025 Centre Pointe Blvd., Suite 210 (651)452-8960
Mendota Heights, MN 55120 (651)452-1149
CHILDREN'S LEARNING ADVENTURE
TRUNK G;IOGG;II� A Y AND GAAL Pff BL dD
CG;lANHASSSEN m§NNNE SSOTA
REV DA 7E I SHEET NO,
BUFFER PLAN 4119118 C-2
REV-7
CLEAN -OUTS TO BE INSTALLED AT ALL BENDS ELEV=964.00
AND EVERY 100 FT
END 6" HOPE CORRUGATED PERFORATED 1
PLASTIC DRAINTILE AT BEGINNING OF BERM. 8" MIN. BIORETENTION SOIL MIX B (MPCA)
ELEV=962.00 INV=959.50 WITH IRON FILINGS IF ELEV=962.50
HIGH WATER ELEVATION = 963.20" - ' -
I MI I - 0 5% MIN IT
6" SDR-35 PVC @ �� ' I I� F 11=
1.o%MIN. SLOPE -III-III-III- -III III-III-III-I�1-11I-I
III .I H I� I� III III -III ll� I I I ' I 11-I 1 I- " ELEV=961.00
III -I ELEV 960.50
I E I III- I- _ _ -I �I11=1 I -I 1=1 -I I- I CI I I- " f u �- 6" HDPE CORRUGATED PERFORATED PLASTIC
I III-1I I�fl'-I - _ _- I-III-1I I -III -III -I 1I1=F-I I1-III-1I I- DRAINTILE @ 0.5% MIN. SLOPE WITH
INV=959.31 I �
- 4r"#1 - - - 1= -III-III-III-III-1 =1 I I I I !I II I I�
- ° MINIMUM OF 6" OF BUCKSHOT AND/OR PEA
NOTES I-1- I
f�l� _- N�1=�1 III I�J=�LI=III=1�1-1�1-I11-I-III- =�1 ROCK TO SURROUND DRAINTILE ON ALL SIDES
BIO RETENTION SOIL MIX B (MPCA):
AWELL-BLENDED, HOMOGENOUS MIXTURE OF THE FOLLOWING:
NON -COMPACTED SUBGRADE
" ELEV=959.00 -75%CONSTRUCTION SAND
SCARIFY EXISTING SOILS TO A DEPTH -25% LEAFY COMPOST
OF 18" MINIMUM (SEE MINNESOTA SOIL AMENDMENTS TO ENHANCE PHOSPHORUS SORPTION:
STORMWATER MANUAL FOR A. 5%BY VOLUME ELEMENTAL IRON FILINGS ABOVE IWS OR ELEVATED UNDERDRAIN.
SUBGRADE PREPARATION)
NO EQUIPMENT SHALL BE ALLOWED SAND: PROVIDE CLEAN CONSTRUCTION SAND, FREE OF DELETERIOUS MATERIALS. AASHTO
ON THE BOTTOM OF THE BASIN AFTER M-6 OR ASTM C-33 WASHED SAND.
THE BOTTOM IS SCARIFIED. ORGANIC MATTER: MNDOT GRADE 2 COMPOST (SEE MNDOTSPECIFICATION 3890, PAGE 685)
IS RECOMMENDED.
BIO-FILTRATION BASIN PROFILE %
73E 5°
F' q
6" HDPE CORRUGATED PERFORATED PLASTIC /"�^"'�_"°�,� tq
DRAINTILE @ 0.5%MIN. SLOPE WITH
MINIMUM OF 6" OF BUCKSHOT AND/OR PEA
18" MIN. BIORETENTION ROCK TO SURROUND DRAINTILE ON ALL SIDES>
2; SOIL MIX B (MPCA) a.�e nggq tq
a i 1E 111- 4 a. WITH IRON FILINGSI y
III a WIDTH VARIES, SEE PLAN �q°qf4 S`
1_1
N'gbIII III
I� CLI BASIN BOTTOM ELEV VARIES SEE P AN ✓a r ! 4 N t }
1 I=1 I I-1 I C I IL 73c t 0 t
�I
II �I I I II ll
�I I1 I IF-1 �II
111-11 E_-FmoIIli- - °�,`�p,°�/;f�',•,,! r'i � Ii at't itq °§ �L
q
I FEI 1=1 may `✓' q °
11-1 I1=-I�-111-11 I� 1 1-111, IIII �1 -I I �I�-I �I I r f r `l �rA
-1�1= I 11=111 HJ 1 1 �I 1 �I I�-I I �ILI hI II �I 1=1 r p, ! `#
III�II,, f
10
NON -COMPACTED SUBGRADE NOTE: �� r a✓r+'�,r ,% ! J JP t {
SCARIFY EXISTING SOILS TO A DEPTH NO EQUIPMENTSHALL BE ALLOWED ON THE BOTTOM „,ra„9 era✓rrr✓ `'' P ✓ f $
OF 18" MINIMUM (SEE MINNESOTA OF THE BASIN AFTER THE BOTTOM IS SCARIFIED. ar/✓s a's a' rr rr F" rP ,/ f i
STORMWATER MANUAL FOR r ✓'"p /�ea';^'r,s' r°° ✓a f d f 1 $
SUBGRADE PREPARATION) PjP`s/� psBr Prs/f° !f ;if # ff d t
SECTION A A
Nrs. e �s !✓ " P I t
/f' y° F r'r•`� ,rrd i lr 1i P j 3
r a; ,,drP' f sa°`rr,, � �• � � I p �li f j d� � f
s # } f
f Ile
t
",rf' ✓-rr°�,�'rr i � °/per#/ PP r
✓f r -` } 1
i g
fr /, ,••"?Cai`a-q «.v.v.,,..,,,, •...-_,.-._--..:....«-,.,--..,............ !Fp :
9
( $Y # !! /f r „^• ,.. ,......, e..,,,,�.,o •, "a ". /*+.,,"...,mow"-:.„.
( ggre ✓! ,/ S✓a pa ar r.r ", s+ r mod\ qr� .._-a.--...®-...a.,,.®.,......,.-..^^•-^• � ,.-„'N.,.r`"
PP
J of , ✓srr,,a a r a. , «j •,. - "' •�` �' q ® '�,. _' q 4q y 9 � .»"xf rs,a
/t � a r✓ rr as ✓ r'" _ --^ ... '`4. ;� \ 4 4q q q # y r'v
$ P �ri r✓ a °'Pas° �-'""" _�. '�9y..: � t q p t 3 r+°
§ ! { # ° a , e` °a ,✓ r ,s' "` "` ^- ` `s "' q � t tq t [ d ! t d r�
� t � rra✓`�''✓r."ys'o-'` _ �� rn✓!s1 � � gT J � � p � fp/
' a✓ ''® a%''i r"• aka i�,r'' � of rp pf t i e' a'
{ >' r„1 F ✓✓ a a �; a w°' a'1 s.r �✓r r#sd rr
s / /
_ .o. q f I! � j,,,,,,�, g51 �sa✓.�" 6'"st �.•"sy°r✓` as s"'r/✓' ,... �
% & n. a, "' � A�,,., a 6P ® s rf rr .r• ar r' !%`
q wqq € aoc.?. � as ,,`°Pr r ,,<rr ✓r rr t
I
4 ! l r a r r d✓rr r/-r s �
�c 7 )f r°r r jlfjj j
f t ! I
I Pp
INV=959.31
{ i # `•-....�..__ IT �-.:--19 LF 6" SDR-35 PVC @ 1.0%MIN. SLOPE I
END 6" HDPE CORRUGATED PERFORATED
# PLASTIC DRAINTILE AT BEGINNING OF BERM.r
I INV=959.50 '
_G 9612.00 §
e. t = FG 962 00 I�
,64
101
0
STORMWATER SUMMARY
PRE -DEVELOPMENT CONDITIONS
STORM EVENT
PEAK RUNOFF (CFS)
2-YEAR
3.69
10-YEAR
9.05
100-YEAR
20.74
100-YEAR 10-DAY SNOWMELT
1.53
POST -DEVELOPMENT CONDITIONS
STORM EVENT
PEAK RUNOFF (CFS)
2-YEAR
2.81
10-YEAR
5.49
100-YEAR
13.38
100-YEAR 10-DAY SNOWMELT
1.37
RETENTION BASIN
NORMAL WATER LEVEL
955.90
HIGH WATER LEVEL
958.78
DRAW DOWN TIME (HOURS)
34.50
WETLAND
NORMAL WATER LEVEL
955.15
EXISTING HIGH WATER LEVEL
956.95
PROPOSED HIGH WATER LEVEL
958.57
DRAW DOWN TIME (HOURS)
39.00
t
515 LF 6" HDPE CORRUGATED PERFORATED `*� °``- '•'^ PLASTIC DRAINTILE @ 0 5% MIN. SLOPE
I �ilsnx
b. {
�.. i
-
FG 962.50.-
.1 -
.: _.. ,.,� .�, .....
._........- .-..._,.._..m___..___.._ -
s �•r./s" � �i
INV=96L50
gEFORREE y0�
ONE CPi
0 30, 45' 60'
SCALE IN FEET
EXISTING
PROPERTY MONUMENT
HYDRANT
CONCRETE
UNKNOWN MANHOLE
--
GATE VALVE
CONCRETE CURB
CATCHBASIN
-
FENCE
CATCHBASIN
- - - --
OVERHEAD ELECTRIC
LIGHT POLE
- --- --
UNDERGROUND ELECTRIC
GAS METER
-
UNDERGROUND TELEPHONE
M
TELEPHONE MANHOLE
WATER
TELEPHONE BOX
-- --
GAS
V
WATER MANHOLE
SANITARYSEWER
0
SANITARY MANHOLE
RIGHT OF ACCESS
(D
STORM MANHOLE
ELECTRIC METER
906 -
EX. CONTOUR
[Ei
ELECTRIC BOX
x P 1 '7G
EX. SPOT ELEV. GUTTER
�i
ELECTRIC MANHOLE
X 134. ;
EX. SPOT ELEV.
0
POWER POLE
PROPOSED
-- PROPERTY LINE/RIGHTOF WAY LINE
XXX CONTOUR ELEVATIONS
_ - _ - _ = STORM DRAIN
GENERAL GRADING NOTES
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND
CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO
CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF
DESIGN CONFLICTS,
B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 6" OF TOPSOIL APPLIED.
IF ADEQUATE TOPSOIL IS NOTAVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE
OWNER, AS NEEDED. THE AREA SHALLTHEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED
UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER
APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT
SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COSTTO THE OWNER.
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THATTHE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, -AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOTTO BE RELIED ON AS BEING EXACTOR
COMPLETE. THE CONTRACTOR MUST CALLTHE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
D. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL STORM
DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A. ALLSTORM DRAIN PIPES ARE MEASURED FROM
CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS.
E. THE CONTRACTOR SHALL IDENTIFY ALL WETLAND BUFFERS PRIOR TO CONSTRUCTION AND PLACE WETLAND
BUFFER IDENTIFICATION SIGNS PER THE CITY OF CHANHASSEN STANDARDS AROUND THE PERIMETER OF THE
WETLAND BUFFER
Q GRADING NOTES
73A CONTRACTOR TO SU BCUT TO'ELEV. 960' FOR BOTTOM OF BASIN, AND RIP EXISTING SUBSOILS 24"
BELOW POND BOTTOM TO LOOSEN SUBGRADE SOILS. NO EQUIPMENT SHALL BE ALLOWED ON THE BOTTOM
OF THE BASIN AFTER IT HAS BEEN RIPPED/SCARIFIED.
73B INSTALL 48N36" SAFL BAFFLE (OR APPROVED EQUAL). '
73C REMOVE EXISTING 21" FLARED END SECTION AND INSTALL 18" to 21" RCP INCREASER FROM HANCOCK
CONCRETE (320) 392-5207.
❑ GRADING DETAILS
73E BIO-FILTRATION BASIN
1 28660 1 4124118 1 ALC..I SMJ I CMB I CMB
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS ENNRONMENTAL SCIENTISTS
2025 Centre Pointe Blvd., Suite 210 (651)452-8960
Mendota Heights, MN 55120 (651)452-1149
CHILDREN'S LEARNING ADVENTURE
CHAnNHASSENy M4nM�'IESOTA
REV DATE SHEET NO.
GRADING PLAN 4124118 c-3
REV-7
I
{ nT,s ab
rf ff
f - —
Af d P!J /r! rs re.r✓l,<.........N. ,.o a'w gib �° otl
P � 7 ( p./ ✓f .''" r'n "� �o ba R � 1
ll%�®
t !r f P d'P r° ✓ / r/' / f..' ....... .. ", s,, "t ; is t
✓ �. r u 4 I
t _A�r/ r:rr/f
,r/}rr /AdJ!
r
IS
>ta/
lull/ l ag6 r� fr p✓��irrfl/surf
f
1rMlk i i�` I ti) 8 dd� If
It
I Its it I
t
R S F
g
I1A- 1}"
i d I it
s t 4 t 6I .J,, t
4
t
1
4
L
t
t
as t
75A
t
§`'tagg= H
\ � k 9 i
ItN
ti Ill
t & t t t
I,. SF I
BL t° �� s
t 1
• �; v � � i; s �p ii
tP •:. xt ' �11
ity I
t I i
LI S OF DISTURBA E \
i ±5,578
! ! a IF
oy�a r w '� ra'� .�ti /8b
e—.«...—w-drry✓`
�L ..""� �� - Aryan / f i
LEAVE 2 TO 31NCHES OF
STAKE STICKING UP ABOVE
THE TUBE.
BACKFILLAND COMPACT LOOSE
MATERIAL UPSTREAM OF TUBE.
S-
STAPLE
FLOW
6"(MINI
STAPLES PLACED AB EMBEDMENT
INCH UPSTREAM OF
TUBE.
TUBES MAYBE INSTALLED BEFORE OR AFTER THE INSTALLATION OF
ROLLED EROSION CONTROL PRODUCTS. BEFORE INSTALLATION OF TUBE,
SMOOTH AND SHAPE EARTH SURFACE AND REMOVE ALL STONES, ROOTS,
OR OTHER DEBRIS GREATER THAN 2 INCHES IN DIAMETER.
IF INSTALLING TUBE ACROSS A DITCH, THEN EXCAVATE A PLACEMENT
TRENCH ABOUT 3 INCHES DEEP.
SECTION
O
1 FOOT OVERLAP 6 TO 81NCH WIRE STAPLESSPACEDI
(MINI FOOT ON CENTER.
STAKES SPACED IO FOOT ON CENTER IN I
AND AT OVERLAP AND IN CHANNELS.
PRESS DOWNSTREAM EDGE OF
PLUMPED UP TUBE ABOUT 1 INCH
UPSTREAM AND DRIVE STAKES INTO
THIS INDENTATION PLAN
GENERAL GUIDELINES FOR SPACING OF
TUBE TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBEINTERVAL
IH:IV
15 FEET
2H:IV
25 FEET
3H:IV
35 FEET
4H:IV
50 FEET
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR CHANNEL INSTALLATIONS
SLOPE
TUREINTERVAL
2%
25 FEET
STRAW WATTLE
NTS SW
A
7 t
LIM ITS OF DISTURBANCE
19 239 SF `^•,
J�
=T Ste.'- II :. D FT. /lid LEHJ TH STEE, POST
AT 6 Fr MAX.sPACINc—. EFORE
-,;TEXTILE FABRIC GEOTEXTILE F, L=
PLASTIC ZIP TIES >; Le. ' WIDE /36" WIDE 8 Y��
(so TENSILE) / PLASTIC zIP T!Es�' fJ
/ 1 TENSILE) FABRIC ANCHOPT.. Q- O
LOCATED IN TOP 8" LB. LOCATED N TOP 8" rTRENCH.BACKFIL_
TIRE COMPACTION ZONE WITH TAMPED
/ NATURAL SOIL 1
zw FLOW FLOW
esoz F� LOW 4j FLOW
6"MIN. 6•%F
01
w a E sQ
m M p
oO
w �m i MIN. I -- O
MACHINE SLICE �% Ktr
8" - 12" DEPTH
0 30' 45' 60'
SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUTY i.2. OTq ONE CP�-X"
SCALE IN FEET
5 FT. MIN, LENGTH STEEL POST
A' 5 1 1. MAX. SPACING
OTEXTILE FABRIC
5" WIDE
IAPLES
FABRIC ANCHORAGE TRENCH BACKFILL
WITH TAMPED NATURAL SOIL
FLOW
MIN.
S1T FENCE, PREASSEMBLED 9 2
SILT FENCE TO BE PLACED
ON CONTOUR SEE SLOPE/GRADE
AND LENGTH CRITERIA BELOW
SLOPE GRADE MAX I FNGT'-d _
LESS THAN. 27, 1CF F-
2 5_ _T
5 10i
;T S _.. 10 20
FYrICE PER MNDOT SPECS, SOURCE 2005 GREATER THAN 20% 15 L�I
r 2573 & 3886.
-L LOCATION OF SILT FENCE
ec[ Area From Sheet Flaw FOR SEDIMENT CONTROL_
--icutin9 Area: ': Acre
VA 6L pESIRPBT� _
SILT FENCE NEAR TOE OF �—_�--
SLOPE OUTSIDE OF
CONSTRUCTION LIMITS
LOCATION OF SILT FEI -F
FOP PEBErinTCR CCNTF__
UffOF SILT
FENCE S
REVISm: 31.%2 ENGINEERING DEPARTMENT PUTS No.5300
EXISTING
PROPERTY MONUMENT
HYDRANT
CONCRETE
UNKNOWN MANHOLE
—
40
GATE VALVE
--
CONCRETE CURB
0
CATCHBASIN
FENCE
0
CATCHBASIN
---
OVERHEAD ELECTRIC
LIGHT POLE
UNDERGROUND ELECTRIC
GAS METER
---
UNDERGROUND TELEPHONE]
TELEPHONE MANHOLE
WATER
®
TELEPHONE BOX
GAS
{
WATER MANHOLE
SANITARY SEWER
SANITARY MANHOLE
—
RIGHT OF ACCESS
(}
STORM MANHOLE
ELECTRIC METER
6 -- `
EX. CONTOUR
EEI
ELECTRIC BOX
X 851 27G
EX. SPOT ELEV. GUTTER
0
ELECTRIC MANHOLE
X 934.3
EX. SPOT ELEV.
0
POWER POLE
PROPOSED
---- EASEMENT
FLOW ARROWS
XXX CONTOUR ELEVATIONS
STORM DRAIN
LIMITS OF DISTURBANCE
SEQUENCE OF CONSTRUCTION
1. CONSTRUCTTHE SILT FENCES AND INLET PROTECTION ON THE SITE.
2. CLEAR THE SITE.
3. BEGIN GRADING THE SITE.
4. INSTALL UNDERDRAINS AND STORM SEWERS.
5. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
6. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED)
Q EROSION NOTES
75A TEMPORARY CONSTRUCTION ENTRANCE. FOOS TRACKOUT MAT OR OTHER LOCALLY
ACCEPTABLE ALTERNATIVE. ANY ALTERNATE CONSTRUCTION ENTRANCE SOLUTION NEEDS
TO BE CLEARED BY THE CIVIL ENGINEER PRIOR TO USE. FODS CONTACT: 98 INVERNESS DR.
I ' "
E A350 ENGLEWOOD, CO 80112 (303) 395-1069
EROSION DETAILS
SF SF TEMPORARY SILT FENCE PER CITY DETAIL 5300
..................... BL BIOROLL WATTLE/ROCK WEIR PER CITY DETAIL 5302F
• — — — $W STRAW WATTLE
N
FEt'+7RE[' INSIDE DE FE.
WASHF1, POCil 10,1
N„'SiDE A M,»"iN.'7
B L
,,AAff
Ciff
VF .._ R'� t
F �/qq 'kiS �i l
F) 0 C K WEIR/ "'vi
Ktti tt ;- d pLA1F MD
ENGINEERING' DIE As,'TWN _'JjZF
EROSION NOTES
I. NATURAL TOPOGRAPHY AN D SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF
NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE.
II. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE
DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.
III. FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX I NICHES OF TOPSOIL OR ORGANIC
MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT
WHEREVER TOPSOIL HAS BEEN REMOVED.
IV. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT,
CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED,
V. ALLTEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION
OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE,
AS DETERMINED BY THE DISTRICT.
VI. ALLTEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL
STABILIZATION.
VI I. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION
OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH
OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION
PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION.
VIII. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND -DISTURBING WORK
HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER,
WITHIN 14 DAYS ELSEWHERE.
IX. THE PERMITTEE MUST, AT MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND
ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY
WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS
CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL
VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS
SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST.
CMB I CMB 1
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
202S Centre Pointe Blvd., Suite 210 = (651)452-8960
Mendota Heights, MN 55120 (651)452-1149
CHILDREN'S LEARNING ADVENTURE
TRUNK G,L90H tMAYAnND CALM BL MD
REV DATE SHEET NO.
EROSION CONTROL PLAN 412411B C-4
REV-7
0
j,/ t• � At f� s
lr��i tA�� f •d ..
t /
A E`
RPRd f /
}
�°�,�''-'•O`d'ip re �,p'`r/dr pIyy�X��F
t t ° °r ✓ / < ,, �sdd 1
s Ar
Id d ®p � pp A Af d/rr �°d r/P ,•Arrry^'°�~~�
l d dddd�� P�fl ppi dpd�pdAAAdd rAr.
!d p d�� s dAA/✓ L d
t fff d l ,� d d rp d
f
/ fff t ? I iti
�� .• .w f f� j.,, 1 f 9' e
I
®° a' pd a p•
ddr,dp� d
Ap
%
,t,ed® dr
P 26,79 Sf
f
s
� a {
0`S 1•,.. .,;,��.'°tea SEED TO LIMITS OF DISTURBANCE
VA� •.
w . 4 . . . • +
`°'y.+y '^.+....;� ._-". .. n„+ . ••. ��� .. �` '�+"w. .....
.
d
w
_
�1 i •5 i GPI -' '
f t
!
_ 2 99S
-.-
z
r g §
/ Y T
r SEEDTOLIMITS FDISTURBANCE
-SEED TO LIMITS OF DISTURBANCE
�� BEFORE you
LP �pG
Z6
S1R
Sy
�� DOO2A, N
Z�Fs yid D 30' 45' 60'
Orq ONE CP�-L
SCALE IN FEET
EXISTING
PROPERTY MONUMENT
HYDRANT
CONCRETE
UNKNOWN MANHOLE
GATE VALVE
CONCRETE CURB
CATCHBASIN
— — *
FENCE
CATCHBASIN
OVERHEAD ELECTRIC
LIGHT POLE
UNDERGROUND ELECTRIC
GAS METER
UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
—
WATER
17
TELEPHONE BOX
—
GAS
0
WATER MANHOLE
-------------
SANITARY SEWER
6
SANITARY MANHOLE
} ----
RIGHT OF ACCESS
0
STORM MANHOLE
CJ
ELECTRIC METER
19 015 ^
EX. CONTOUR
ELECTRIC BOX
X 851.2 7G
EX. SPOT ELEV. GUTTER
SEJ
ELECTRIC MANHOLE
Y. 9343
EX. SPOT ELEV.
POWER POLE
SEED AREAS
KEY
CITY.
NAME
NOTES
13,301 SF
TEMPORARILY FLOODED
Mn/DOT SEED MIX #33-261
S,018 SF
PERSISTENTLY FLOODED
Mn/DOT SEED MIX #34-182
Ltfbbu 3dZ1/IB ALC SMl CMB CM"
CEI PROJECT N0. INITIAL DATE DPOR PM DES nRW
1 Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
I2025 Centre Pointe Blvd., Suite 210 (651)452-8960 I
Mendota Heights, MN 55120 (651)452-1149
CHILDREN'S LEARNING ADVENTURE
REV DATE I SHEET I
LANDSCAPE PLAN 4119118 C-s
REV-7
Jk
Minnesota Department of Human Services
December 2, 2016
Zoning Administrator
City of Chanhassen
7700 Market Blvd
PO Box 147
Chanhassen, MN 55317
Re: Zoning Notification of Application for
Department of Human Services Program License
License Number: 1084183
This is to inform you that the Department of Human Services, Division of Licensing has
an application for a program to be licensed under Minnesota Rules, parts 9503.0005 to
9503.0170 from Children's Learning Adventure Childcare Center, 7750 Galpin
Blvd, Chanhassen, MN 55317 to provide day care for 568 children.
Issuance of this license is subject to compliance with the provisions of Minnesota
Statutes, Chapter 245A.
If you do not contact the Division of Licensing within 30 days of receipt of this letter, we
will consider this facility to be in compliance with your local zoning code.
If you have questions regarding the facility or its location, please contact Cheryl Sodja at
480-315-7900 or csodja@childrenslearningadventure.com.
If you have any questions regarding this letter, contact Meg Hohnen at 651-431-6534 or
fax information to (651) 431-7673.
Sincerely,
Donna Gainor, CC/ADC Unit Supervisor
Licensing Division
Office of Inspector General
(651)431-6529
sip
PO Box 64242 . Saint Paul, Minnesota' 55164-0242 ' An Equal Opportunity Employer
http: //www. dhsstate. mn. us/licensing
Thomas J. Campbell
Roger N. Knutson
ThomasM.Scott
Elliott B, Knetsch
Joel J. Jamnik
Andrea McDowell Poehler
Soren M. Mattick
John F. Kelly
Henry A. Schaeffer, III
Alina Schwartz
Shana N. Conklin
Amy B. Schutt
James J. Monge, III
David H. Schultz
Kurt S. Fischer
Gmnd Oak Office Center I
S60 Blue Gentian Road
Suite 290, Eagan, MN 55121
651-452-5000
Fax 651-234-6237
w ww.ck-law,com
CAMPBELL KNUTSON
sional Assoc;
November 12, 2015
Mr. Bob Generous, Senior Planner
City of Chanhassen CITY 0KHANHASSEN
7700 Market Boulevard RECEIVED
P.O. Box 147 NOV 16 2015
Chanhassen, MN 55317
GHAM IASSEN PLANNING oFpf
Re: CLA Chanhassen, LLC
Dear Mr. Generous:
Please find enclosed, for the City's files, the recorded Site Plan Agreement #2015-09
with Children's Learning Adventure. Said document was recorded October 13, 2015 as
document number A618011.
Thank you.
Very truly yours,
CAMPBELL 1CWTSON
Professional Association
Jean`M. Olson, Legal Assistant
/jmo
Enclosures
SCANNED
184410
Document No. A618011
OFFICE OF THE COUNTY RECORDER
CARVER COUNTY, MINNESOTA
Certified Recorded on -October 13, 2015 3:03 PM
Fee: $46.00
1111111111IIIIII111 Count Recorder
618011 y
CITY OF CHANHASSEN
SITE PLAN AGREEMENT #2015-09
CHILDREN'S LEARNING ADVENTURE
SPECIAL PROVISIONS
AGREEMENT dated May 26, 2015, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and CLA Chanhassen, LLC (the "Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 33,032 square -foot, one-story childcare building with outdoor play areas and equipment
(referred to in this Agreement as the "project"). The land is legally described as shown in Exhibit B
attached.
2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition
that the Developer enters into this Agreement and furnish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terns of this Agreement, the written terms shall control. The plans are:
Plan A: Site Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan B: Grading Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan C: Utility Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan D: Erosion Control Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan E: Details I Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan F: Details II Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan G: Details III Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan H: Tree Survey Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan I: Landscape Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15 revised 4/6/15.
Plan J: Floor Plans prepared by CASCO, dated 3/18/15.
Plan K: Site Detail Plans prepared by CASCO, dated 3/18/15.
Plan L: Exterior Elevation Plans prepared by CASCO, dated 3/18/15.
Plan M: Site Line Study Plans prepared by CASCO, dated 3/18/15.
Plan N: Exterior Color Material Plan prepared by CASCO, dated 3/18/15.
Plan O: Photometric Plan prepared by CASCO, Job No. 915494, Sheets E0.1 and E0.2.
SCANNED
Plan P: Sign Plan prepared by Accent Sign & Awning, dated 1/29/15, revised 3/18/15 and 3/19/15.
4. Time of Performance. The Developer shall install all required screening and landscaping by
September 30, 2016. The Developer may, however, request an extension of time from the City. If
an extension is granted, it shall be conditioned upon updating the security posted by the Developer to
reflect cost increases and the extended completion date.
5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall
firmish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
$256,000.00 (boulevard restoration, erosion control, landscaping and trail reconstruction). If the
Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the
developer shall ensure the letter of credit or cash escrow is in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the
Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at
the following address:
Mike Clements
Dan Petersen
CLA Chanhassen, LLC
3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address:
Chanhassen City Hall
7700 Market Boulevard
P.O. Box 147
Chanhassen, Minnesota 55317
Telephone (952) 227-1100.
7. Other Special Conditions. City Council approves a site plan for Children's Learning
Adventure subject to the following conditions:
Building Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting system.
Engineering
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site
plan to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 781 Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast corner of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree(brush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Plannine
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply
with size standards in the city code. The monument sign shall comply with city code.
Separate sign permits are required for signage.
Water Resources Specialist
1. The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection
device. See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as
impaired for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the
Minnesota Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land
owner as required under the MS4 permit. This agreement shall be recorded against the
property.
26. An operations and maintenance manual shall be prepared by the applicant for the
bioretention features. This shall address the planting schedule, establishment period as well
as presumed long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A"
and incorporated herein.
IQVb—WeIxel�ZI,K&314 1
Mrs
STATE OF MINNESOTA )
(ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me tl=4��y of , 204S , by
Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council. , ) _ , --n A
1 NOTARY LIC
(continued on following page)
KIM T. MEUWISSEN
��. Notary Pub1lo-Minnesota
ITW.KMY C-- -- E V"" Jan 31, 2M
7
(continued from previous page)
DEVELOPER:
CLA CHANHASSEN, LLC
an Arizona limited liability company
By: Children's Learning Adventure of Minnesota, LLC,
an Arizona limited liability company, its: Sole Member
By: Children's Learning Adventure USA, LLC, an
Arizona limited liability company, its: Sole Member
By:_
Name:
Its: M
STATE OF ARIZONA )
(ss.
COUNTY OF ) ` The foregoing instrument _ent was acknowledged before me this 5�Ly of
2015 by Richard J. Sodia. the Managing Member of Children's Learning Adventure USA, LLC, an
Arizona limited liability company, which is the sole member of Children's Learning Adventure of
Minnesota, LLC, an Arizona limited liability company, which is the sole member of CLA
Chanhassen, LLC, an Arizona limited liability company, on its behalf. ^
NOTARY PUBLIC
MICNELE ROYCE
Notary Public - ArizoJ2017
Maricops County
E#my Comm. Expires Apr 5
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
CITY OF CHANHASSEN
SITE PLAN AGREEMENT
EXHIBIT "A"
GENERAL CONDITIONS
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct improvements, or any buildings until all the following conditions
have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City
Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a
building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a
license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the
erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City
may impose additional erosion control requirements if they would be beneficial. All areas disturbed
by the excavation and backfilling operations shall be reseeded forthwith after the completion of the
work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified
seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized,
mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the
essence in controlling erosion. If the Developer does not comply with the erosion control plan and
schedule or supplementary instructions received from the City, the City may take such action as it
deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the
Developer in advance of any proposed action, but failure of the City to do so will not affect the
Developer's and City's rights or obligations hereunder. No development will be allowed and no
building permits will be issued unless there is full compliance with the erosion control requirements.
Erosion control shall be maintained until vegetative cover has been restored. After the site has been
stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City
will authorize removal of the erosion control measures.
5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on
and off site, dirt and debris, including blowables, from streets and the surrounding area that has
resulted from construction work by the Developer, its agents or assigns.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan I, shall be
warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
wan -anted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall
post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance.
7. Responsibility for Costs.
A. The Developer shall hold the City and its officers and employees harmless from claims made
by itself and third parties for damages sustained or costs incurred resulting from site plan
approval and development. The Developer shall indemnify the City and its officers and
employees for all costs, damages, or expenses which the City may pay or incur in consequence
of such claims, including attorneys' fees.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this
Agreement, including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Agreement within thirty (30) days after receipt. If the bills are not paid on time,
the City may halt all development work and construction. Bills not paid within thirty (30)
days shall accrue interest at the rate of 8% per year.
8. Developer's Default. In the event of default by the Developer as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a license
for the City to act, and it shall not be necessary for the City to seek a Court order for permission to
enter the land. When the City does any such work, the City may, in addition to its other remedies,
assess the cost in whole or in part.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices
shall be approved by the City Engineer. Trailers shall be removed from the subject property
within thirty (30) days following the issuance of a certificate of occupancy unless otherwise
approved by the City Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal service in
accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this Agreement.
D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds
for denial of building permits.
E. Severabiliri. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building
for which a building permit is issued on either a temporary or permanent basis until the streets
needed for access have been paved with a bituminous surface and the utilities tested and
approved by the city.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or
amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council.
The City's failure to promptly take legal action to enforce this Contract shall not be a waiver
or release.
H. Recordine. This Agreement shall run with the land and may be recorded against the title to
the property.
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
10
addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every right,
power and remedy herein set forth or otherwise so existing may be exercised from time to
time as often and in such order as may be deemed expedient by the City and shall not be a
waiver of the right to exercise at any time thereafter any other right, power or remedy.
J. Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity
allowed on Sundays or any recognized legal holidays. Operation of all internal combustion
engines used for construction or dewatering purposes beyond the normal working hours will
require City Council approval.
K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly
identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the site plan process for each lot. This
shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these
sites shall render them as unacceptable and replacement sites will need to be located for each
violated site in order to obtain a building permit.
L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the
Developer shall comply with all laws, ordinances, and regulations of the following authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. Proof of Title. Upon request, the Developer shall firmish the City with evidence satisfactory
to the City that it has the authority of the fee owners and contract for deed purchasers too enter
into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of the
improvements or any other purpose for which the Developer may make use of such property.
The Developer further agrees that it will indemnify, defend, and hold harmless the City, its
governing body members, officers, and employees from any claims or actions arising out of
the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous
wastes or pollutants were caused to be there by the City.
O. Soil Correction. The Developer shall be responsible for soil correction work on the property.
The City makes no representation to the Developer concerning the nature of suitability of soils
nor the cost of correcting any unsuitable soil conditions which may exist.
fil
EDIT B
LEGAL DESCRIPTION
Parcel A:
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and
the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County
Minnesota, described as follows:
Beginning at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree 56
minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a
point on said West line distant 1668.88 feet South of the West Quarter comer of said Section 10; thence
South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32
minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East,
a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet;
thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42
minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a
distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 163.25 feet;
thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of
way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 seconds West along said Northerly
right of way, a distance of 33.08 feet; thence South 56 degrees 40 minutes 55 seconds West along said
Northerly right of way, a distance of 158.95 feet; thence North 85 degrees 54 minutes 50 seconds West
along Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of
Section 15, Township 116, Range 23; thence North 1 degree 37 minutes 50 seconds West along said West
line of the Northwest Quarter, a distance of 9.12 feet to the point of beginning.
Which lies Northwesterly of that particular Northwesterly right-of-way line of Parcel 216, as shown on
MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08, recorded
as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY PLAT NO. 10-14, recorded as Document No. 279658, described as follows:
Commencing at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree
56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance
of 401.19 feet, to a particular right-of-way line of said Parcel 216 an the point of beginning of the line to
be described; thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle
point in said right-of-way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22.71
feet, to a point of curvature in said right-of-way line, thence Easterly a distance 662.60 feet, along a non -
tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58
minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 minutes 27
seconds East to an angle point in said right-of-way line; thence North 56 degrees 16 minutes 30 seconds
East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right-of-way line; thence
North 22 degrees 13 minutes 10 seconds East, along said right-of-way line, a distance of 116.13 feet and
said line there terminating.
AND
12
Parcel B:
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and
the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County,
Minnesota, described as follows:
Beginning at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree 56
minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a
point on said West line distant 1668.88 feet South of the West Quarter comer of said Section 10; thence
South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32
minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East,
a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet;
thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42
minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a
distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 163.25 feet;
thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of
way line of Tmnk Highway 5; thence North 85 degrees 54 minutes 50 seconds West along said Northerly
right of way, a distance of 33.08 feet; thence South 56 degrees 40 minutes 55 seconds West along said
Northerly right of way, a distance of 158.95 feet; thence North 85 degrees 54 minutes 50 seconds West
along said Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of
Section 15, Township 116, Range 23; thence North 1 degree 37 minutes 50 seconds West along said West
line of the Northwest Quarter, a distance of 9.12 feet to the point of beginning.
EXCEPT that part of the above described property which lies Northwesterly of that particular
Northwesterly right-of-way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08, recorded as Document No. 265755 and as
amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-
14, recorded as Document No. 279658, described as follows:
Commencing at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree
56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance
of 401.19 feet, to a particular right-of-way line of said Parcel 216 and the point of beginning of the line to
be described; thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle
point in said right of -way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22.71
feet, to a point of curvature in said right-of-way line; thence Easterly a distance of 662.60 feet, along a
non -tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees
58 minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 minutes 27
seconds East to an angle point in said right-of-way line; thence North 56 degrees 16 minutes 30 seconds
East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right-of-way line; thence
North 22 degrees 13 minutes 10 seconds East, along said right-of-way line, a distance of 116.13 feet and
said line there terminating.
AND EXCEPT said Parcel 216.
Carver County, Minnesota
Abstract Property
13
„,.
FEE OWNER CONSENT
TO
SITE PLAN AGREEMENT #2015-09
CHILDREN'S LEARNING ADVENTURE
ECE I, LLC, a Delaware limited liability company, fee owner of all or part of the subject
property, the development of which is governed by the foregoing Site Plan Agreement #2015-09,
affirms and consents to the provisions thereof and agrees to be bound by the provisions as the
same may apply to that portion of the subject property owned by it.
Dated this 15t day of OtJo bt e, 2015.
ECE I, LLC,
a Delaware limited liability company
By: IV L--7�
Mk*” L Hrons
Its We Pnl112"
STATE OF ue
)SS.
COUNTY OF "?A )
The foregoing instrm ent was acknowle
, 2015, by lnl L. ZhE
LLC, a Delaware limited liability company, on
LINDA J KANA
Notary Public, Notary Seal
State of Missouri
Jackson County
Commission i 15634039
My Commission Expires March 18, 2019
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
0-i- YD
C"19CA1 Kn A MVs —
14
before me this day of
, the p of ECE I,
,f of said limited liability company.
CITY OF CHANHASSEN
PLANNING DEPARTMENT
7700 Market Boulevard
P.O. Box 147
CHANHASSEN, MN 55317
(952) 227-1100 FAX (952) 227-1110
TO: Campbell Knutson, PA
Grand Oak Office Center 1
860 Blue Gentian Road, Suite 290
Eagan, MN 55121
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
LETTER OF TRANSMITTAL
DATE JOB NO.
9/24/15 2015-09
ATTENTION
Jean Olson
RE:
Document Recording
® Attached ❑ Under separate cover via the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change Order ❑ Pay Request ❑
COPIES
DATE
NO.
DESCRIPTION
1
5/26/15
15-09
Children's Learning Adventure Site Plan Agreement 2015-09
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑
Approved as submitted
❑ Resubmit
❑
Approved as noted
❑ Submit
❑
Returned for corrections
❑ Return
®
For Recording
❑
PRINTS RETURNED AFTER LOAN TO US
COPY TO: Mike Clements/Dan Petersen, CLA Chanhassen, LLC
copies for approval
copies for distribution
corrected prints
l
N enclosures are not as noted, kindly notify us at once.
SCANNEC
CITY OF CHANHASSEN
SITE PLAN AGREEMENT #2015-09
CHILDREN'S LEARNING ADVENTURE
SPECIAL PROVISIONS
AGREEMENT dated May 26, 2015, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and CLA Chanhassen, LLC (the "Developer").
1. Request for Site Plan Approval The Developer has asked the City to approve a site plan
for a 33,032 square -foot, one-story childcare building with outdoor play areas and equipment
(referred to in this Agreement as the "project"). The land is legally described as shown in Exhibit B
attached.
2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition
that the Developer enters into this Agreement and fumish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terms of this Permit, the written terms shall control. The plans are:
Plan A: Site Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan B: Grading Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan C: Utility Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan D: Erosion Control Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan E: Details I Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan F: Details R Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan G: Details III Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan H: Tree Survey Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan I: Landscape Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15 revised 4/6/15.
Plan J: Floor Plans prepared by CASCO, dated 3/18/15.
Plan K: Site Detail Plans prepared by CASCO, dated 3/18/15.
Plan L: Exterior Elevation Plans prepared by CASCO, dated 3/18/15.
Plan M: Site Line Study Plans prepared by CASCO, dated 3/18/15.
Plan N: Exterior Color Material Plan prepared by CASCO, dated 3/18/15.
Plan O: Photometric Plan prepared by CASCO, Job No. 915494, Sheets E0.1 and E0.2.
Plan P: Sign Plan prepared by Accent Sign & Awning, dated 1/29/15, revised 3/18/15 and 3/19/15.
4. Time of Performance. The Developer shall install all required screening and landscaping
by September 30, 2016. The Developer may, however, request an extension of time from the City.
If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date.
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
fiunish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
$256,000.00 (boulevard restoration, erosion control, landscaping and trail reconstruction). If the
Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the
developer shall ensure the letter of credit or cash escrow is in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by
the Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at
the following address:
Mike Clements
Dan Petersen
CLA Chanhassen, LLC
3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address:
Chanhassen City Hall
7700 Market Boulevard
P.O. Box 147
Chanhassen, Minnesota 55317
Telephone (952) 227-1100.
7. Other Special Conditions. City Council approves a site plan for Children's Learning
Adventure subject to the following conditions:
Building Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting system.
Engineering
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site plan
to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along Vest 78m Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast corner of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree/brush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Plannine
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 am. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply with
size standards in the city code. The monument sign shall comply with city code. Separate
sign permits are required for signage.
Water Resources Specialist
The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection device.
See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as impaired
for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the Minnesota
Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land owner
as required under the MS4 permit. This agreement shall be recorded against the property.
26. An operations and maintenance manual shall be prepared by the applicant for the bioretention
features. This shall address the planting schedule, establishment period as well as presumed
long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and
incorporated herein.
CITY OF
I A
Denny J.9(ifenburger( Mayor
AND:
Todd Gerhardt, City Manager
DEVELOPER:
an Arizona limited liability company
By: Children's Learning Adventure of Minnesota, LLC,
an Arizona limited liability company, its: Sole Member
By: Children's Learning Adventure USA, LLC, an
Arizona limited liability company
By:
Nai
Its:
STATE OF MINNESOTA )
(ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this ;4%y of 201,5
by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Cbanbassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council. , ) n Q A ,
STATE OF ARIZONA ) KAREN J. ENGELHARDT
(ss. Notary Public-mhn"m
COUNTY OF MARICOPA ) "'' c° """""+^ a, ?
The foregoing instrument acknowledged before me this oU day of goa&�
20/5'by iGfia.�—./ S )L aCt, the
of CLA Chanhassen, LLC.
NOTARY PUBLIC
• n,.s+r
DRAFTED BY:
City of Chanhaaam
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
CITY OF CHANHASSEN
SITE PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITIONS
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct improvements, or any buildings until all the following conditions
have been satisfied: 1) this agreement has been fully executed by both parties and filed with the
City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has
issued a building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. License. The Developer hereby grants the City, its agents, employees, officers and contractors
a license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with site plan development
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The
City may impose additional erosion control requirements if they would be beneficial. All areas
disturbed by the excavation and backfilling operations shall be reseeded forthwith after the
completion of the work in that area Except as otherwise provided in the erosion control plan, seed
shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties
recognize that time is of the essence in controlling erosion If the Developer does not comply with
the erosion control plan and schedule or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion at the Developer's expense. The
City will endeavor to notify the Developer in advance of any proposed action, but failure of the City
to do so will not affect the Developer's and City's rights or obligations hereunder. No development
will be allowed and no building permits will be issued unless there is frill compliance with the
erosion control requirements. Erosion control shall be maintained until vegetative cover has been
restored After the site has been stabilized to where, in the opinion of the City, there is no longer a
need for erosion control, the City will authorize removal of the erosion control measures.
5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on
and off site, dirt and debris, including blowables, from streets and the surrounding area that has
resulted from construction work by the Developer, its agents or assigns.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan I, shall be
warranted to be alive, of good quality, and disease flee at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s)
shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final
acceptance.
G9
7. Responsibility for Costs.
A. The Developer shall hold the City and its officers and employees harmless from claims
made by itself and third parties for damages sustained or costs incurred resulting from site
plan approval and development. The Developer shall indemnify the City and its officers
and employees for all costs, damages, or expenses which the City may pay or incur in
consequence of such claims, including attorneys' fees.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit,
including engineering and attorneys' fees.
C. The Developer shall pay in fall all bills submitted to it by the City for obligations incurred
under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all development work and construction. Bills not paid within thirty (30) days
shall accrue interest at the rate of 8% per year.
8. Developer's Default. In the event of default by the Developer as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a
license for the City to act, and it shall not be necessary for the City to seek a Court order for
permission to enter the land. When the City does any such work, the City may, in addition to its
other remedies, assess the cost in whole or in part.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job site
offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy unless
otherwise approved by the City Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal service in
accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds
for denial of building permits.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occunancv. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities
tested and approved by the city.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or
amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council.
The City's failure to promptly take legal action to enforce this Contract shall not be a waiver
or release.
H. Recor ' . This Permit shall run with the land and may be recorded against the title to the
property
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
10
addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every
right, power and remedy herein set forth or otherwise so existing may be exercised from
time to time as often and in such order as may be deemed expedient by the City and shall
not be a waiver of the right to exercise at any time thereafter any other right, power or
remedy.
I Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such
activity allowed on Sundays or any recognized legal holidays. Operation of all internal
combustion engines used for construction or dewatering purposes beyond the normal
working hours will require City Council approval.
K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly
identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the site plan process for each lot.
This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of
these sites shall render them as unacceptable and replacement sites will need to be located
for each violated site in order to obtain a building permit.
L. Compliance with Laws. Ordinances and Regulations. In the development of the site plan
the Developer shall comply with all laws, ordinances, and regulations of the following
authorities:
I . City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory
to the City that it has the authority of the fee owners and contract for deed purchasers too
enter into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of
the improvements or any other purpose for which the Developer may make use of such
property. The Developer finther agrees that it will indemnify, defend, and hold harmless
the City, its governing body members, officers, and employees from any claims or actions
arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless
hazardous wastes or pollutants were caused to be there by the City.
O. Soil Correction. The Developer shall be responsible for soil correction work on the
Property . The City makes no representation to the Developer concerning the nature of
suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist.
11
EXHIBIT B
LEGAL DESCRIPTION
Parcel A
That part of the Southewt Ouster of the SuuNwest Quarter of Section 10. To rowhip 116.
lith" 23 Rouge 23. nCorra County Mhlneect., deaaoed . /dlwad the Nor-thomt Quar-ter of the Northweet aar<a of Swetbn 15, Tawaelhb 116
Beginning d the Southwest comer of vaid Section 10: Mena n w aewmed bearing of North
dagrw % minutw 40 towards feet along the West the of wood Southwest Qurter, a d4tama
of 1,0215 feet, to a point on sold West Iinw dkdnt 166&88 feet South of the West Owner
.omr of wild Section 10; Men. South 79 dearem 32 minutes 20 werands East a diet- „r
Men. South 78 ' - 32 mriR. 20 eswnde East, a distance of 19414 hwt Mrtw SorrU
74 dogma 32 mhutm 20 -de East, a dWtance of 1MOO fat thence South 47 diagram
17 mFutm 20 ervldw East a dYlanm of 7543 lost thence North 82 degrees 42 mhufm 4O
aa.r. Earth a detente Of 74.96 feet thence South 58 degas 17 mutes 20 werah . EO t
a dietmw a 84.58 feet 1Mna South 69 degrees 17 minutce 20 ewteob East a dslrhce of
163M fact therm South 18 dagram 17 mhertes 40 mcoods tweet a Elwtmce of 8=19 feet
the Northerly right of my IM of Tru i Highway 5; thrice North 55 cogrws 54 mFutw 50
Wewt dap cold Ncr0vly right of way. o dstmw of 3105 feet thnce South 56
40 minutes 55 ee..do West clang odd Northerly right of mM a detoaa of 158.95
ma North 85 degrees 54 minuteo 50 owconda West along Northerly right of my, a
of 518.22 hot to the Wed the of the Northeast Quwtw of Section 15, Tomdilp 116,
23; thrice North 1 degree 37 mhutw 50 seconds Week along weld Wort line of the
west Quarto, a datana of 9.12 feet to the Port of beginning.
Saw Northeasterly a thot Prticulr NorMasstedy rght-.Fray Elm of Pared 218, cue
on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PUT M 10-M
as m Doant No. 265755 and owomaid of m YMESOTA DEPARTMENT OF
u ORTATION RMT OF WAY PUT NO. 10-14, recorded . Doameit N. 279658, deectlbed
Cammeneig of the Southeeet cane of wad Soo o 1(kthmae on m om erwd burring of
Math 1 degree 56 mhutes Q) eecondo Wart dong the Wmt tine of it. S Ihwwt Quarter of
wild Swath 10. 0 dibtrm< of 401.19 feet to a particular right-of-way the of wild Parcel 216
_I eh he oletEcowla � imgoff17i14ne to be daecrbaQ thence NaM 47 diagram 18 minut16
b, North 4] feet to n ogle point In sold t-of-ray Rho: thaw
degrsr 18 minutw 19 wesonde East a distance of 22.71 feet to . port of our. ature
I n sold rght-al-my Itns, than Eaelerly, a dblaae 66280 foot long a non-tmgentlal carve
concave to 8a South having a rodhs of M04 feet and a con4al eagle of 59 dogma
minul14 el hag a Mad of EQU76 bet whhh bm North 77 de 17�
w semhb etin
minube 27 weards East to an mgl. point F oak l oi-
16 minutes 30 steels East act fee - say Ira thence North o angle
print h cold right OF bw Mmn Moth 22 de a 3 heiree o! 0 see idfoots b as ogle
mid right-ar-Way M, a detmm of 116.13 feet and �d IM Hire tamMlFg. East dap
ace
AND
u Parcel &
1-e603
Thot pal of the Southwest Ouarter of the Swthwwt Quarter of Sector, 10, Township 118,
Rape 23 and the NathWwt Quarter of the N.r ..t Quota of Section 15, Tomehlp 116,
1595Range a Caner County, Minnesota, descrhed as follows•.
Beglnnhq at the Southwest coma of mid Section 10. thence an a, mwumw ad bowing of NaM 1
degree 38 mhutn 40 seconds West dap the West line of veld ScuMweet Quarter, a distance
.f 1=08 feet to a Paint on wiki Meet the distant 1668M feet South of the West Duet w
coma of wok Seaton 1Q then. South 79 degacs 32 mhufm 20 seconds EOwt a dstancee of
177.77 Mt thence South 86 degree 32 minutw, 20 eecaMe East a distn. of 1=40 bet
thence South 78 degrees 32 rnhudes 20 semkiw East a distance of 194.14 fact thence South
74 degrees M minutes 20 ascends Emu . dYtmce of 15aW feet thence South 47 degree
x wW rh-two 20 wscade East, a diem. of 73.43 feet thence North 82 deg. 42 mining 40
h A,awwrde East a distance of 74.98 hat theae South 58 dearer 17 minutes 20 emandw East
iNvselhlm. of 84.58 feet throve South S9 degew 17 mhuW 20 weaci Eat a dbina of
16125 het thecae South 18 degrees 17 mhutw 10 w.nde West a dot.. of SM19 hot
to the NaMerly right of my Iha of Trunk Highway 5. than. North 85 deg. 54 mhutr 50
wconde Wwt donq wild Northerly r�ht of my, a dietmce of 33.05 feet thou South 56
degrees 40 minutes 55 emends Wain dap saki NartMrly right of my�, a detmce of 158.95
het: thee. North 85 dep,me 54 minulw, 50 wcwWe West dung edit NatAwly right of way, a
diet ow. a 51832 feet to the Weet En. of the Northwest Orator of Section 15, Tamddp 116.
Raappee 23: Bachte North 1 degree 37 mtnutm 50 smande woo, dong weld West IFe of the
NaMwt Quarter. a tlYta ce ar 9.12 feet to the print of beginning.
L EXCEPT that pat a the renrew des~ property which Iles NaMawtrly of that prtoela
maTRANSPptTATiON RQfTmCF Now
RAof T p.2j0-08, recorded as Danmml No. 2857M aM w
anrlde l n ETA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NQ 10-14,
rscar0ed . Document No. 279658, dwexbed aw fdlowr
Camnrahg at the Sarthvast .ter of auk Sectln 10: than. on m aswumed bearing of
North i degree 56 mFutm 40 soand. Waal, dong the Wort the of the Southwest Ouartr of
told Section 10. a distance of 401.19 hat to a prO.lar right-of-way One of Bald Prcel 06
and the &t of beghnhg of the Mr. to law dwahed; thin. North 47 degree 18 minutes 16
seconds wit a dletnce of 175.14 font to n angle point h told right -of-my Iha thence
North 47 da¢eee 18 mhutee 19 seconds East a d ce of 2271 het to a Part of anwhwe
h mk right-af-way Ira thou. Easterly . dbta ce of 662.60 fast dap a nor,-tmgtotH
arm aaaove to the South haetrg 0 radus of 69.04 feet arhd a antral angle of 59 degrees
SO minutes 14 seconds nd he g a Morel of 632.76 feet which bars North 77 degme 17
minutes 9 secande East to on moo pdM In souk rght- mI, Iha t ce North 56 ingress
16 minutes 30 emarke Eat, -a taprht to weld aura a dletrw.w, of 114.28 het to m .91.
Part h weld Hght-of-my too; then. North adegrr 13 minute 10 wowin. Eat clap
wild right-of-way Iha a dieter. of 116.13 feet and sold IFa there tamhatFg.
AND EXCEPT wool Por.l 216.
Carver County, Mhwsot i
Abstract Property
12
CONSENT
Owners of all or part of the subject property, the development of which is governed by the
foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by
the provisions as the same may apply to that portion of the subject property owned by them.
Dated this_ day of 20
LM
STATE OF N MgNESOTA
(ss
COUNTY OF )
The foregoing instrument was acknowledged before me this day of
20� by the
of
DRAFTED BY:
City of Chaoha
7700 Market Boulevard
P. O. Box 147
Ch®haa®, MN 55317
(952)227-1100
NOTARY PUBLIC
13
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
, which holds a
mortgage on the subject property, the development of which is governed by the foregoing Site Plan
Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it
forecloses on its mortgage.
Dated this _ day of , 20
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this day of
20 by
of
DRAFTED BY:
City of Chmihws
7700 Muket Bouie ffd
P.O. Box 147
Chmhacseu, MN 55317
(952)227-1100
NOTARY PUBLIC
14
is- 09
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO.606
AN ORDINANCE AMENDING CHAPTER 20 OF THE
CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE,
BY REZONING CERTAIN PROPERTY
CHILDREN'S LEARNING ADVENTURE
PLANNED UNIT DEVELOPMENT
THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS:
Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby
amended by rezoning the property described in Exhibit A to Planned Unit Development.
Section 2. The rezoning of this property incorporates the following standards:
a. Intent
The purpose of this zone is to create a PUD office institutional district. The use of the PUD
zone is to allow for more flexible design standards while creating a higher quality and more -
sensitive proposal. All utilities are required to be placed underground. Each lot proposed for
development shall proceed through site plan review based on the development standards
outlined below. More than one principal building on the lot is prohibited. Construction of
additional principal structures will required a subdivision of the property. The PUD requires
that the development demonstrate a higher quality of architectural standards and site design.
Ancillary uses may be permitted as listed below once a primary use has occupied the site.
Shared parking may be used within the development. Except as modified below, the
requirements of the Office and Institutional District (Ol) shall apply.
b. Uses
Permitted Uses in this zone are:
1. Community Center
2. Day Care — Establishments providing for the care and supervision of infants and children
on a daily basis
3. Health Services — Establishments primarily engaged in furnishing medical, surgical and
other health services to persons in a clinical or outpatient basis
4. Library
5. Museum
6. Office — Professional and business office
7. Private or Public Recreational Facilities
8. Schools
SCANNEC
9. Utility Services
10. The property described in Exhibit B to the Planned Unit Development may only be used
for open space and public parks
Accessory Uses (in conjunction with and integral to a permitted use)
1. Antennas, as regulation by Article XXX of this chapter.
2. Fences
3. Parking Lots
4. Play Equipment, Gazebos, etc.
5. Sheds
6. Signs
c. Setbacks
The following building and parking setbacks shall apply:
Setback building/parking (feet)
Galpin Blvd.
50/20
Highway 5
7/20
West 78`h Street
50/20
Interior Lot Lines
0/0
West Perimeter Lot Line
30/20
The maximum hard surface coverage is 65 percent. Any one site or lot can exceed the 65
percent hard coverage requirement.
d. Building Height, Materials and Design
1. Building height shall be limited to two (2) stories and a maximum height of fifty (50)
feet. The Children's Learning Adventure building shall be as specified in Section 3.2.
2. The PUD requires that the development demonstrate a higher quality of architectural
standards and site design.
e. Alternative Access
1. Pedestrian access shall be provided from each site to the public sidewalk and trail system.
2. Each site shall provide areas for bicycle parking and storage.
2
Section 3. DEVELOPMENT PLAN. The PUD must be developed and maintained in
accordance with the following development plan which is on file with the City and which is
incorporated herein by reference.
1. The plan sheets prepared by CEI Engineering Associates, Inc. dated March 20, 2015, sheets
Cl of 9 through C9 of 9 and Sheets L6 through L6.4, revised April 6, 2015, as amended by
the Site Plan approved by the City Council on May 26, 2015.
2. Architectural plans prepared by CASCO dated March 18, 2015, sheets A-1, ASl-1, exterior
elevations and site line study, and preliminary photometric plan sheets E0.1 and E0.2, as
amended by the Site Plan approved by the City Council on May 26, 2015.
3. Lighting at the top of the building is not included in the plan and is not permitted. Lighting
directed skyward is not permitted.
4. The illuminated sign inside the rotunda may be illuminated between the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. Signage must comply with the office institutional regulations with wall signs on the south
and east elevations of the building only.
Section 4. The zoning map of the City of Chanhassen shall not be republished to show the
aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office
for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the
notations, references, and other information shown thereon are hereby incorporated by reference
and made a part of this ordinance.
Section 5. This ordinance shall be effective immediately upon its passage and publication.
PASSED AND ADOPTED this 20 day of May, 2015, by the City Council of the City of
Chanhassen, Minnesota
odd Gerhardt, City Manager
4i++'I
Denny La enburger, Mayor
(Summary Ordinance to be published in the Chanhassen Villager on July 2, 2015)
Exhibit A
LEGAL DESCRIPTION
parcel A
That port of the SouNesel Ouorter of the Southerul Quarter of Section 10. Towaship 116.
Rana 23 and the Northwest Ouster of the Northwest Quarter of Section 15, Township 116.
Range 23, Carer County Minnesota. deembed as fallow
Se9lmbq at the Soulhessl inner of sold Section lit throe an an assumed bearing of N 1
degree 56 minutes 40 seaande Weal along the Wart line of sold Southwest Ouster, a distance
of 1,023.08 hwL to a point on sold West line distant 16MB8 feet South of the West Ouarter
corner of mid Seclbn 10, thence South 79 degrees 32 minutes 20 smond. East, a distance of
177." feet; thence South 86 degrees 32 minutes 20 second, Eat a distance of 100.40 Mt
thence South 78 degrees 32 mbutee 20 seen. East, a claim. of 194.14 fast hence South
74 degrees 32 micro es 20 second. East, a distance of 150.00 feel; thence South 47 degrees
17 minutes 20 eeaarlde East. a distance of 75.43 feet thence North B2 degrees 42 minutes /0
seconds East, a dint.. of 74.98 fast Mince South 58 degrees 17 mIt" 20 seconds East
a dbtm. of 84-M legit throe South 89 degrees 17 minutes 20 seconds East, a distance of
163.25 feet Mena South 18 degrees 17 minutes Q seomM Wai o dlrtance of 820.19 feet
ty 11w NWee cy ngrights of soy Ids of Trunk way, a 5; Mena NaM 85 degrees 54 South 56 SO
Wsel tlmq 35 Cared. rlpht of ray, o Northerly
oft of s het; Nma Sof 1 8.
emssq 40 minutes SS eseonA 4 Minutes
tlmq sob orris s right of soy, o distance of y. a
at M1j once North fork
degrees ye t Me o 50 seconds Went along NOMMo right5,To soy, o
die 2 of 518.22 het to the West Ids al the Northwest Quota of Section 15, a of the
116.
Rmgd 23: Mina North 1 ow of .1 minutes a the
sxmh Wul tlpp sold Wert Me of M.
N art Quarts, a dMma of 9.12 Net
to ids talent of beginning.
9 Nee Northwesterly of that particular Northwesterly right-ol-way Me of Parrot 2%, ss
"eh an MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08,
Vdad a. Doeumenl No. 28a amen 5755 and doned MINNESOTA DEPARTMENT OF
ANSPORTATION RIGHT OF WAY PLAT NO, 10-14, recorded as Document No. 279658, daarlD
ommencllg at the Southwet comer of aid Section 1O, Nance an an assumed heolnq of
North i de" 56 mbutm 40 emerge Wee. along the West M. of the Southwal Quarter of
'"Id Section 10. a distance of 401.10 fat to a particular right-cf-ray, vine of said Parcal 216
m the point of beginning of the One to ere dawned thence North 47 degrees 18 mhutss 16
accords Eat a dislmce of 1M14 feet, is an angle point In sods right -of -soy line;
ence
s, North 47 degrees 18 mb.t. 19 .64 Eat a dMlmce of 22.71 fat, to a point of aursainw,
h sold right-of-..y Ilns. therrce Eatady an. a a ,t662.60 hat olanq a non-tm9ertiol ads
cornea to the South haveig o radius of 63 04 feel and o central angle of 59 degrees 58
minutes 14 sea nds and having a chard of 632.76 fat Mich boon Nish 77 degrees 17
' Inl out * 27 se.nde Eat to on angle point b add right -of -soy Idea; Hence North 56 degrees
16 mbuta 30 wands East not tangent to said curse a distance of 114.28 het to an ongie
Point in sold right-of-way Ill pace North 22 degrees 13 minute 10 eecands Eat alan9
sold right -of -soy lIrA a distana of 116.13 feet and sob Iha then termbolhg
31.e.
AND
u par" @
4-96U
That part of the Soudhwal Quarter of the Southwset Quarter of Ssotbn 10. Township 116,
Range 23 and the Northwest Quarter of the Northwest Ouartar of Section 15, Township 116,
ter: Rape 23. Carver County, Minnesota, demoted as Marc
Begining at Me Southwest cans of ark Swohm 10; thaa an an assumed Nearing of North 1
degree 56 minutee 40 ascends Weal along the West line of add Southwest Ouader, a datonce
of 1.023.08 het, to a point on sold Wast Ilene distant lUB.M feet South of the east Ouster
came, of sold Salim 10; thence South 79 degrees 32 mh tin 20 emonda East, o distance of
177.7 fast theta South 86 degrees 32 minutes 20 emanate Eat a distana of 100.40 feet
theta South 78 degrees 32 minutes 20 seconds Eat a dMimce of 194.14 fat Marna South
74 degrees 32 mhuim 20 smande Eat a distome of 150.w feet Nance South 47 degrees
x. M.W tubules 20 seamds East, a dbtmce of 7543 feet; thence North 82 degrees 42 minutes 40
i=s6iseonde Eat a dlslma of 74.96 feet thence South 58 409" 17 minutes 20 sscmde East
-x9 Rltatan. of 84.58 hat thence South 89 degrees 17 minute. 20 second. East, a tletence of
16125 feet thence South 16 degrees 17 minutes 40 mounds Whet . atatana of 82Qi9 hart
to the Northerly right of way the of Tank Highway 5; I fence North 85 degrees 54 mhuta 50
sa.d. West ding and NorMMrlpht of way, a dlstona of 33.08 feet then. South 56
{egress 40 minutes 55 seconds 0 Warp sold Northerly right of soy, a distance of IM95
fat; thenow Nish 85 degres 54 minutes 50 saenh asset a.9 old Nsthmly right of way, a
diem. oNorthwestion .22 feet to the West Nns of the Northwest Quarter of Sect15, Township 116.
Range 23; therrss North 1 degree 37 minutes 50 swards Wsst along said Want line of the
Northwest Quarter, o distance of 9.12 Mt to the paint of beginning.
r EXCEPT that part of the above descried property which Ila NorMrntadyy of that yyarllular
60.9Nor1Araaterly right-of-areY the of Parcel 216. se shown on MINNESOTA OFDARTMENT OF
TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08, rsawded a Document No. 2657M and as
emended on MINNESOTA DEPARTMENT OF TRANSPORTATION MOOT OF WAY PUT NO. 10-14,
regarded ere Dacarnenl No. 279658, described as fellows;
commenoing at the Southwest comer of sold Salim 10; thence on an eseumed bearing of
North 1 degree 56 minutes 40 second. Wait along he Wall the of ths Southwest Ouster of
sold Section 10. a distance of 401.10 feet to a pstionar right-of-way Ms o1 aid Potosi 06
and the Fyont of heghnin9 of the Ibe to ere asserted; degrees North 47 degr18 mbWes 16
sand. East a claim. of 175.14 fat to an angle point In ald right -af-soy INK then.
North 47 degrees 18 minutes 19 ssoonds Eat a Eletanow of 22.71 fee. W a point of orvature
In sold right-of-way line, thence Eatarlyy a distance of 6M60 fat along a non-tangentlol
ourvw canave to the South having a real of 633.04 feet and a central angle of 59 degree
50 minutes 14 seconds area horsing a Morel of 63276 fast Mich aware North 77 depress 17
minutes 27 mamas Eat to on angle paint In said right-cf-soy Ilrrc then. North 56 d6l see
16 mbuta 30 seronds Eat not tangent to sold ourve a dletonce of 114.28 fat to on angle
point In aid right-of-way line. thence North 22 degrees 13 minutes 10 seaads East along
ads right-of-way, Ids, a distance of 116.13 fat and sold Ilene there tennlmlbg.
AND EXCEPT add parcel 216.
Carom County, Minnesota
A 0.t property
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116,
Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116,
Range 23, Carver County Minnesota, described as follows:
Beginning at the Southwest comer of said Section 10; thence on an assumed bearing of North '
degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance
of 1,023.08 feet, to a point on said West line distant 1666.88 feet South of the West Quarter
comer of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet;
thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South
74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees
17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40
seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East,
a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of
163.25 feet; thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet
t the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50
s ands Weet of
said Northerly right of way, a distance of 33.08 feet; thence South 56
egreel 40 minutes 55 seconds West along sold Northerly right of way, a distance of 158.95
eat; Vience North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a
distaryce of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116,
Rang, 23: thence North 1 degree 37 minutes 50 seconds West long sold West line of the
No west Quarter, a distance of 9.12 feet to the point of beginning.
's h Iles Northwesterly of that particular Northwesterly right—of—way line of Parcel 216. as
sh n on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08,
5 orded as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF
ANSPORTATION RIGHT OF WAY PLAT NO. 10-14, recorded as Document No. 279658. described
follows:
mmencing of the Southwest comer of sold Section 10; thence on an assumed bearing of
orth 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of
:said Section 10, a distance of 401.19 feet, to a particular right—of—way line of sold Parcel 216
an the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16
seconds East a distance of 175.14 feet, to an angle point in sold right—of—way line; thence
North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature
In sold right—of—way line, thence Easterly a distance 652.60 feet, along a non —tangential curve
concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58
minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17
minutes 27 seconds East to on angle point in said right—of—way line; thence North 56 degrees
16 minutes 30 seconds East, not tangent to sold curve a distance of 114.28 feet, to an angle
point in said right—of—way line; thence North 22 degrees 13 minutes 10 seconds East, along
said right—of—way line, c distance of 110.13 feet and said line there terminating.
i3.80
Affidavit of Publication
Southwest Newspapers
CITY OF CHANHAS
CARVER AND HENNEPIN
N
State of Minnesota)
COUNTIES, MINNESOTA
SUMMARY OF ORDINANCE
)SS.
AN ORDINANCE AMENDING
County of Carver )
CHAPTER 20 OF THE
CHANHASSEN CITY CODE,
THE CITY'S ZONING
ORDINANCE,
REZONING CERTAIN
Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized
PROPERTY
agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil-
Thepur'poseof this ordinance
lager and has full knowledge of the facts herein stated as follows:
is to rezone the Children's
Learning Adventure property
located at 775o Galpin Boulevard
(A) These newspapers have complied with the requirements constituting qualification as a legal
(northwest corner of Highway
newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as
5 and Galpin Boulevard) from
amended.
Agricultural Estate District (An)
to Planned
(B) The printed public notice that is attached to this Affidavit and identified as No.
Unit Development
and to incorporate the
was published on the date or dates and in the newspaper stated in the attached Notice and said
follow
following standards: Intent;
Notice is hereby incorporated as part of this AffidavitSaid notice was cut from the columns of
Uses; Setbacks; Building
Height, Materials and Design;
the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both
inclusive, is hereby being
Alternative Access;andtoinclude
and acknowledged as the kind and size of type used in the composition
and publication of the Notice:
a Development Plan.
Ordinance No. 606 was
approved by the City Council on
abcdefghijklmnopgrstuvwxyz
May 26, 2015. A printed copy of
Ordinance No.
Persoavailableduring
repletion any
any person during
By;
office
regular office hours the office
of the City Manager/CC lerk.
Laurie A. Hartmann
PASSED, ADOPTED, AND
APPROVED FOR PUBLICATION
this 22nd day of June, 2015, by
the City Council of the City of
Subscribed and sworn before me on
Chanhassen.
(Published in the Chanhassen
2015,No 4155t On nrsda3' July 2,
this�day of 2015
JYMk1E jEANN__ iE BARK
✓ :v NG'ARY PI;S.;C-WNNESO-h
MY MMIMISSIN O R'.RES 01131,P20
RATE INFORMATION
Lowest classified rate paid by commercial users for comparable space.... S31.20 per column inch
Maximum rate allowed by law for the above matter ................................. $31.20 per column inch
Rate actually charged for the above matter ............................................... S 12.59 per column inch
CITY OF CHANHASEN
PLANNING DEPARTMENT
7700 Market Boulevard
P.O. Box 147
CHANHASSEN, MN 55317
(952) 227-1100 FAX (952) 227-1110
TO: Campbell Knutson, PA
Grand Oak Office Center 1
860 Blue Gentian Road, Suite 290
Eagan, MN 55121
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
LETTER ARANSMITTAL
DATE JOB NO.
10/6/15 2015-09
ATTENTION
Jean Olson
RE:
Document Recording
M Attached ❑ Under separate cover via the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change Order ❑ Pay Request ❑
COPIES
DATE
NO.
DESCRIPTION
1
5/26/15
15-09
Children's Learning Adventure Site Plan Agreement 2015-09
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑
Approved as submitted
❑ Resubmit
❑
Approved as noted
❑ Submit
❑
Returned for corrections
❑ Return
®
For Recording
❑
PRINTS RETURNED AFTER LOAN TO US
COPY TO: Mike Clements/Dan Petersen, CLA Chanhassen, LLC
copies for approval
copies for distribution
corrected prints
SIGNED. 1
KI euwissen, (g52) 227-1107
SCANNED
It enclosures are not as noted, kindly notify us at once.
CITY OF CHANHASSEN
SITE PLAN AGREEMENT #2015-09
CHILDREN'S LEARNING ADVENTURE
SPECIAL PROVISIONS
AGREEMENT dated May 26, 2015, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and CLA Chanhassen, LLC (the "Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 33,032 square -foot, one-story childcare building with outdoor play areas and equipment
(referred to in this Agreement as the "project"). The land is legally described as shown in Exhibit B
attached.
2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition
that the Developer enters into this Agreement and furnish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terms of this Agreement, the written terms shall control. The plans are:
Plan A: Site Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan B: Grading Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan C: Utility Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan D: Erosion Control Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan E: Details I Plan prepared by CEI Engineering Associates, Inc., dated 3/20115.
Plan F: Details II Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan G: Details III Plan prepared by CEI Engineering Associates, hic, dated 3/20/15.
Plan H: Tree Survey Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan I: Landscape Plan prepared by CEI Engineering Associates, hrc., dated 3/20/15 revised 4/6/15.
Plan J: Floor Plans prepared by CASCO, dated 3/18/15.
Plan K: Site Detail Plans prepared by CASCO, dated 3/18/15.
Plan L: Exterior Elevation Plans prepared by CASCO, dated 3/18/15.
Plan M: Site Line Study Plans prepared by CASCO, dated 3/18/15.
Plan N: Exterior Color Material Plan prepared by CASCO, dated 3/18/15.
Plan O: Photometric Plan prepared by CASCO, Job No. 915494, Sheets E0.1 and E0.2.
Plan P: Sign Plan prepared by Accent Sign & Awning, dated 1/29/15, revised 3/18/15 and 3/19/15.
4. Time of Performance. The Developer shall install all required screening and landscaping by
September 30, 2016. The Developer may, however, request an extension of time from the City. If
an extension is granted, it shall be conditioned upon updating the security posted by the Developer to
reflect cost increases and the extended completion date.
5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall
finish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
$256,000.00 (boulevard restoration, erosion control, landscaping and trail reconstruction). If the
Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the
developer shall ensure the letter of credit or cash escrow is in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the
Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at
the following address:
Mike Clements
Dan Petersen
CLA Chanhassen, LLC
3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address:
Chanhassen City Hall
7700 Market Boulevard
P.O. Box 147
Chanhassen, Minnesota 55317
Telephone (952) 227-1100.
E
7. Other Special Conditions. City Council approves a site plan for Children's Learning
Adventure subject to the following conditions:
Building Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting system.
Engineering
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site
plan to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 78'b Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast corner of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree(brush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Plannin¢
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply
with size standards in the city code. The monument sign shall comply with city code.
Separate sign permits are required for signage.
Water Resources Specialist
1. The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
4
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection
device. See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area"
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6) inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as
impaired for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the
Minnesota Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land
owner as required under the MS4 permit. This agreement shall be recorded against the
property
26. An operations and maintenance manual shall be prepared by the applicant for the
bioretention features. This shall address the planting schedule, establishment period as well
as presumed long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A"
and incorporated herein.
0
CITY OF CHAN14ASSEN
I-W
/:i
STATE OF MINNESOTA )
( ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this,1ay of6-= C 2W.S , by
Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY LIC
(continued on following page)
If EIM:MEUWI:SSE
o-Ww�YM ,M
(continued from previous page)
DEVELOPER:
CLA CHANHASSEN, LLC
an Arizona limited liability company
By: Children's Learning Adventure of Minnesota, LLC,
an Arizona limited liability company, its: Sole Member
By: Children's Learning Adventure USA, LLC, an
Arizona limited liability company, its: Sole Member
By:
Nat
Its:
STATE OF ARIZONA )
(ss.
COUNTY OF '�' " "�
The foregoing instrument was acknowledged before me this 5Nay of 04nl y-
2015 by Richard J. Sodia. the Managing of Children's Learning Adventure USA, LLC, an
Arizona limited liability company, which is the sole member of Children's Learning Adventure of
Minnesota, LLC, an Arizona limited liability company, which is the sole member of CLA
Chanhassen, LLC, an Arizona limited liability company, on its behalf. _
NOTARY PUBLIC
ANCMELE ROYCE
Rotery Pubk - Arizona
Merieopa County
E#My Comm. Expires Apr 5, 2117
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
CITY OF CHANHASSEN
SITE PLAN AGREEMENT
EXHIBIT "A"
GENERAL CONDITIONS
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct improvements, or any buildings until all the following conditions
have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City
Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a
building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a
license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with site plan development.
4. Erosion Control. Before the site is rough graded, and before any building pemuts are issued, the
erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City
may impose additional erosion control requirements if they would be beneficial. All areas disturbed
by the excavation and backfilling operations shall be reseeded forthwith after the completion of the
work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified
seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized,
mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the
essence in controlling erosion. If the Developer does not comply with the erosion control plan and
schedule or supplementary instructions received from the City, the City may take such action as it
deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the
Developer in advance of any proposed action, but failure of the City to do so will not affect the
Developer's and City s rights or obligations hereunder. No development will be allowed and no
building permits will be issued unless there is full compliance with the erosion control requirements.
Erosion control shall be maintained until vegetative cover has been restored. After the site has been
stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City
will authorize removal of the erosion control measures.
5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on
and off site, dirt and debris, including blowables, from streets and the surrounding area that has
resulted from construction work by the Developer, its agents or assigns.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan I, shall be
warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall
post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance.
0
7. Responsibility for Costs.
A. The Developer shall hold the City and its officers and employees harmless from claims made
by itself and third parties for damages sustained or costs incurred resulting from site plan
approval and development. The Developer shall indemnify the City and its officers and
employees for all costs, damages, or expenses which the City may pay or incur in consequence
of such claims, including attorneys' fees.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this
Agreement, including engineering and attomeys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Agreement within thirty (30) days after receipt. If the bills are not paid on time,
the City may halt all development work and construction. Bills not paid within thirty (30)
days shall accrue interest at the rate of 8% per year.
8. Developer's Default. In the event of default by the Developer as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a license
for the City to act, and it shall not be necessary for the City to seek a Court order for permission to
enter the land. When the City does any such work, the City may, in addition to its other remedies,
assess the cost in whole or in part.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporaryjob site offices
shall be approved by the City Engineer. Trailers shall be removed from the subject property
within thirty (30) days following the issuance of a certificate of occupancy unless otherwise
approved by the City Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal service in
accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this Agreement.
D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds
for denial of building permits.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building
for which a building permit is issued on either a temporary or permanent basis until the streets
needed for access have been paved with a bituminous surface and the utilities tested and
approved by the city.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or
amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council.
The City's failure to promptly take legal action to enforce this Contract shall not be a waiver
or release.
H. Recordine. This Agreement shall run with the land and may be recorded against the title to
the property.
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
10
addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every right,
power and remedy herein set forth or otherwise so existing may be exercised from time to
time as often and in such order as may be deemed expedient by the City and shall not be a
waiver of the right to exercise at any time thereafter any other right, power or remedy.
J. Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity
allowed on Sundays or any recognized legal holidays. Operation of all internal combustion
engines used for construction or dewatering purposes beyond the normal working hours will
require City Council approval.
IC Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly
identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the site plan process for each lot. This
shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these
sites shall render them as unacceptable and replacement sites will need to be located for each
violated site in order to obtain a building permit.
L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the
Developer shall comply with all laws, ordinances, and regulations ofthe following authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory
to the City that it has the authority of the fee owners and contract for deed purchasers too enter
into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of the
improvements or any other purpose for which the Developer may make use of such property.
The Developer further agrees that it will indemnify, defend, and hold harmless the City, its
governing body members, officers, and employees from any claims or actions arising out of
the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous
wastes or pollutants were caused to be there by the City.
O. Soil Correction. The Developer shall be responsible for soil correction work on the property.
The City makes no representation to the Developer concerning the nature of suitability of soils
nor the cost of correcting any unsuitable soil conditions which may exist.
11
0
EXHIBIT B
LEGAL DESCRIPTION
Parcel A:
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and
the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County
Minnesota, described as follows:
Beginning at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree 56
minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a
point on said West line distant 1668.88 feet South of the West Quarter comer of said Section 10; thence
South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32
minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East,
a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet;
thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42
minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a
distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 16325 feet;
thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of
way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 seconds West along said Northerly
right of way, a distance of 33.08 feet; thence South 56 degrees 40 minutes 55 seconds West along said
Northerly right of way, a distance of 158.95 feet; thence North 85 degrees 54 minutes 50 seconds West
along Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of
Section 15, Township 116, Range 23; thence North 1 degree 37 minutes 50 seconds West along said West
line of the Northwest Quarter, a distance of 9.12 feet to the point of beginning.
Which lies Northwesterly of that particular Northwesterly right-of-way line of Parcel 216, as shown on
MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08, recorded
as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY PLAT NO. 10-14, recorded as Document No. 279658, described as follows:
Commencing at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree
56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance
of 401.19 feet, to a particular right-of-way line of said Parcel 216 an the point of beginning of the line to
be described; thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle
point in said right-of-way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22.71
feet, to a point of curvature in said right-of-way line, thence Easterly a distance 662.60 feet, along a non -
tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58
minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 minutes 27
seconds East to an angle point in said right-of-way line; thence North 56 degrees 16 minutes 30 seconds
East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right-of-way line; thence
North 22 degrees 13 minutes 10 seconds East, along said right-of-way line, a distance of 116.13 feet and
said line there terminating.
12
•
Parcel B:
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and
the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County,
Minnesota, described as follows:
Beginning at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree 56
minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a
point on said West line distant 1668.88 feet South of the West Quarter comer of said Section 10; thence
South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32
minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East,
a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet;
thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42
minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a
distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 16325 feet;
thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of
way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 seconds West along said Northerly
right of way, a distance of 33.08 feet; thence South 56 degrees 40 minutes 55 seconds West along said
Northerly right of way, a distance of 158.95 feet; thence North 85 degrees 54 minutes 50 seconds West
along said Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of
Section 15, Township 116, Range 23; thence North 1 degree 37 minutes 50 seconds West along said West
line of the Northwest Quarter, a distance of 9.12 feet to the point of beginning.
EXCEPT that part of the above described property which lies Northwesterly of that particular
Northwesterly right-of-way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08, recorded as Document No. 265755 and as
amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-
14, recorded as Document No. 279658, described as follows:
Commencing at the Southwest comer of said Section 10; thence on an assumed bearing of North 1 degree
56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance
of 401.19 feet, to a particular right-of-way line of said Parcel 216 and the point of beginning of the line to
be described; thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle
point in said right -of-way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22.71
feet, to a point of curvature in said right-of-way line; thence Easterly a distance of 662.60 feet, along a
non -tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees
58 minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 minutes 27
seconds East to an angle point in said right-of-way line; thence North 56 degrees 16 minutes 30 seconds
East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right -of --way line; thence
North 22 degrees 13 minutes 10 seconds East, along said right-of-way line, a distance of 116.13 feet and
said line there terminating.
AND EXCEPT said Parcel 216.
Carver County, Minnesota
Abstract Property
13
E
FEE OWNER CONSENT
TO
SITE PLAN AGREEMENT #2015-09
CHILDREN'S LEARNING ADVENTURE
ECE I, LLC, a Delaware limited liability company, fee owner of all or part of the subject
property, the development of which is governed by the foregoing Site Plan Agreement #2015-09,
affirms and consents to the provisions thereof and agrees to be bound by the provisions as the
same may apply to that portion of the subject property owned by it.
Dated this l 5t day of &�o he,Q, 2015.
ECE I, LLC,
a Delaware limited liability company
By:
MkW L HWM
Its V1= Praftl
STATE OF HIj�pWu )
)ss.
COUNTY OF (+ yj )
The foregoing ins nt was acknowledged before n
2015, b nLI L. 4h 5 , the
LLC, a Delaware limited liability company, on be]Af of said
Not=81
sion634
tary Seal
ouri
unty
Co6634039ComMarch 1 B. 2019
DRAFTED BY:
City of Chanhassat
7700 Market Boulevard
P. O. Box 147
Chaohassat, MN 55317
(952) 227-1100
Sf' day of
°51ria& of ECE I,
liability company.
14
• • i Cis
LindaLinda Kana
From: Linda Kana
Sent: Monday, October 05, 2015 2:15 PM
To: 'Jean Olson';'Meuwissen, Kim'
Cc: Generous, Bob;'Daniel R. Petersen'; Rebecca Beal; Andrea McDowell Poehler
Subject: RE: Children's Learning Adventure Site Plan Agreement Modifications
Attachments: City of Chanhassen - Site Plan Agreement #2015-09 revised - CLA and ECE executed.pdf
Kim: Attached please find a pdf of the executed Site Plan Agreement 2015-09 by CLA and consented to by ECE. I will overnight our
original signature page to your attention to be slipped into the final Site Plan Agreement. Once you have received all signatures can
you please circulate a fully executed pdf to our attention?
Thank you. Linda
Linda Kana
Paralegal / Transaction Manager
EPR Properties
NYSE:EPR
www.enrkc.com
816-303-6618 Direct
816-472-1700 ToU Free: 888-EPR-REIT
lindak[aleprkc.com
EPR Properties -
Return on Insight
Please consider the environment before printing this e-mail.
CITY Fr,K NADSSEN
OCT 05 2015
CR WASOKORINfiDEFT
From: Jean Olson rmailto:JOlsonCcbck-law.coml
Sent: Wednesday, September 30, 2015 12:38 PM
To: 'Meuwissen, Kim'
Cc: Generous, Bob; 'Daniel R. Petersen'; Rebecca Beal; Linda Kana; Andrea McDowell Poehler
Subject: RE: Children's Learning Adventure Site Plan Agreement Modifications
Hi Kim,
I have reviewed your agreement and title work provided. Attached is the revised Site Plan with the following
revisions made:
(1) Because you are re-signing the document I added "an Arizona limited liability company" after CLA
Chanhassen, LLC in the first paragraph on Page 1.
(2) On Page 8, I corrected the notary block by adding "an Arizona limited liability company" where appropriate
(3) Last, the (undated) title work you provided indicates that ECE I, LLC is the fee owner of the property
described in the Site Plan. Therefore, I have added a Fee Owner Consent page.
If you have any questions please contact me or Andrea McDowell Poehler directly at (651) 234-6224.
SCANNED
(continued from previous page)
DEVELOPER:
CLA CHANHASSEN, LLC
an Arizona limited liability company
By: Children's Learning Adventure of Minnesota, LLC,
an Arizona limited liability company, its: Sole Member
By: Children's Learning Adventure USA, LLC, an
Arizona limited liability company, its: Sole Member
By
Na
Its:
STATE OF ARIZONA )
(ss.
COUNTY OF MPAiCor-rx-)
The foregoing instrument was acknowledged before me this 5�day of QC{D bE�?_ ,
2015 by Richard J. Sodia, the Mana¢in¢ Member of Children's Learning Adventure USA, LLC, an
Arizona limited liability company, which is the sole member of Children's Learning Adventure of
Minnesota, LLC, an Arizona limited liability company, which is the sole member of CLA
Chanhassen, LLC, an Arizona limited liability company, on its behalf.
NOTARY PUBLIC
=*My
ROYCE
c - Arizona
County
es Apr 5, 2017
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952) 227-1100
Is-09
August 12, 2015
CITY OF
CIIAN>IASSEN
7700 Market Boulevard
Mr. Mike Clements
PO Box 147
Vice President, Real Estate
Chanhassen, MN 55317
Chfldren's Learning Adventure Childcare Centers
3131 E. Camelback Rd., Suite 420
Administration
Phoenix, AZ 85016
Phone:952.227.1100
Fax:952.227.1110
Re: 7750 Galpin Boulevard
Children's Learning Adventure
Building Inspections
PID 250101800 and 250101810
Phone: 952.227.1180
Fax: 952.227.1190
Dear Mr. Clements,
Engineering
Phone: 952.227.1160 This office has been requested to confirm certain facts and circumstances concerning
Fax: 952.227.1170 the current zoning and land use of the above -referenced property. In furtherance of
that request, we hereby confirm and advise you as follows:
Finance
Phone:952.227.1140 1. The above -referenced property is located within the corporate limits of the City of
Fax: 952.227.1110 Chanhassen, Carver County, Minnesota. Accordingly, the building and other
Park & Recreation improvements comprising the project are under the jurisdiction and are required
Phone:952.227.1120 to comply with the building codes, ordinances and regulations of the City of
Fax: 952.227.1110 Chanhassen, Carver County, Minnesota.
Recreation Center
2. The property is located in a district with zoning classification of Planned Unit
2310 Coulter Boulevard
Development, PUD, and a comprehensive plan designation of Office and
Phone:952.227.1400
Fax:952.2271404
Residential High Density. The zoning classification is consistent with the
comprehensive plan designation (PUD Ordinance enclosed).
Planning &
Natural Resources
3. The use of the property for a child care center is a permitted use under the
Phone: 952.227.1130
aforesaid zoning classification and is consistent with the aforesaid comprehensive
Fax: 952,227.1110
plan designation.
Public Works
7901 Park Place
4. The improvement to the property
� p perry as set forth in Planning Case #2015-09 was
Phone: 952.227.1300
approved on May 26, 2015, by the Chanhassen City Council for a one-story,
Fax:952.227.1310
33,032 square -foot daycare building (copy of unexecuted site plan agreement
enclosed). The executed agreement and required security must be submitted to
Senior Center
the City prior to the issuance of a building permit.
Phone:952.227.1125
Fax: 952.2271110
5. The property is located in Flood Zone C, which is not an area of high hazard for
website
flooding and is considered an area of minimal flooding, Community Panel
www.ci.chanhassen.mn.us
Number 270051 0005 B, effective July 2, 1979.
SCANNED
Chanhassen is a Community for Life -Providing for Today and Planning for Tomorrow
Mr. Mike Clements
Children's Learning Adventure
August 12, 2015
Page 2
6. The property complies with the subdivision ordinances affecting it and can be conveyed
without the filing of a plat or replat of the property.
7. Our review of the records of this office with respect to the property reveals (a) no current
active violations of the property of the zoning regulations and land use approvals applicable
thereto, (b) no past violations of the same which remain uncured at this time, and (c) no
current or uncorrected building code violations.
8. There are no variances, conditional use permits, or special use permits required for the
construction of the improvements on the property.
9. There are no pending applications, staff -initiated recommendations or administrative actions
to change or amend the current zoning ordinance or zoning map or comprehensive plan so as
to modify the permitted uses of the land upon which the property is located or which would
affect or impose additional conditions on the above -described current use of the property or
any tenant improvement, if any, remaining to be constructed at the project.
This information was researched by the undersigned on request as a public service. The
undersigned certifies that the above information is believed to be accurate. However, neither the
undersigned nor the City assumes liability for errors or omissions. All information was obtained
from public records which may be inspected during normal business hours.
Should additional information be required of this office concerning the project, you may contact
the undersigned at (952) 227-1131 or bgenerous( )ci.chanhassen.mn.us.
Sinter
Robert Generous, AICP
Senior Planner
Enclosures
gAplan\zoning lettm\childm's learning adventure - 7750 galpin blvd.doc
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. 606
AN ORDINANCE AMENDING CHAPTER 20 OF THE
CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE,
BY REZONING CERTAIN PROPERTY
CHILDREN'S LEARNING ADVENTURE
PLANNED UNIT DEVELOPMENT
THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS:
Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby
amended by rezoning the property described in Exhibit A to Planned Unit Development.
Section 2. The rezoning of this property incorporates the following standards:
a. Intent
The purpose of this zone is to create a PUD office institutional district. The use of the PUD
zone is to allow for more flexible design standards while creating a higher quality and more -
sensitive proposal. All utilities are required to be placed underground. Each lot proposed for
development shall proceed through site plan review based on the development standards
outlined below. More than one principal building on the lot is prohibited. Construction of
additional principal structures will required a subdivision of the property. The PUD requires
that the development demonstrate a higher quality of architectural standards and site design.
Ancillary uses may be permitted as listed below once a primary use has occupied the site.
Shared parking may be used within the development. Except as modified below, the
requirements of the Office and Institutional District (OI) shall apply.
b. Uses
Permitted Uses in this zone are:
1. Community Center
2. Day Care — Establishments providing for the care and supervision of infants and children
on a daily basis
3. Health Services — Establishments primarily engaged in furnishing medical, surgical and
other health services to persons in a clinical or outpatient basis
4. Library
5. Museum
6. Office — Professional and business office
7. Private or Public Recreational Facilities
8. Schools
9. Utility Services
10. The property described in Exhibit B to the Planned Unit Development may only be used
for open space and public parks
Accessory Uses (in conjunction with and integral to a permitted use)
1. Antennas, as regulation by Article XXX of this chapter.
2. Fences
3. Parking Lots
4. Play Equipment, Gazebos, etc.
5. Sheds
6. Signs
c. Setbacks
The following building and parking setbacks shall apply:
Setback building/parking (feet)
Galpin Blvd.
50/20
Highway 5
7/20
West 789' Street
50/20
Interior Lot Lines
0/0
West Perimeter Lot Line
30/20
The maximum hard surface coverage is 65 percent. Any one site or lot can exceed the 65
percent hard coverage requirement.
d. Building Height, Materials and Design
1. Building height shall be limited to two (2) stories and a maximum height of fifty (50)
feet. The Children's Learning Adventure building shall be as specified in Section 3.2.
2. The PUD requires that the development demonstrate a higher quality of architectural
standards and site design.
e. Alternative Access
1. Pedestrian access shall be provided from each site to the public sidewalk and trail system.
2. Each site shall provide areas for bicycle parking and storage.
2
Section 3. DEVELOPMENT PLAN. The PUD must be developed and maintained in
accordance with the following development plan which is on file with the City and which is
incorporated herein by reference.
1. The plan sheets prepared by CEl Engineering Associates, Inc. dated March 20, 2015, sheets
Cl of 9 through C9 of 9 and Sheets L6 through L6.4, revised April 6, 2015, as amended by
the Site Plan approved by the City Council on May 26, 2015.
2. Architectural plans prepared by CASCO dated March 18, 2015, sheets A-1, AS1-1, exterior
elevations and site line study, and preliminary photometric plan sheets E0.1 and E0.2, as
amended by the Site Plan approved by the City Council on May 26, 2015.
3. Lighting at the top of the building is not included in the plan and is not permitted. Lighting
directed skyward is not permitted.
4. The illuminated sign inside the rotunda may be illuminated between the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. Signage must comply with the office institutional regulations with wall signs on the south
and east elevations of the building only.
Section 4. The zoning map of the City of Chanhassen shall not be republished to show the
aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office
for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the
notations, references, and other information shown thereon are hereby incorporated by reference
and made a part of this ordinance.
Section 5. This ordinance shall be effective immediately upon its passage and publication.
PASSED AND ADOPTED this 261 day of May, 2015, by the City Council of the City of
Chanhassen, Minnesota
odd Gerhardt, City Manager
Denny La enburger, Mayor
(Summary Ordinance to be published in the Chanhassen Villager on July 2, 2015)
Exhibit A
LEGAL DESCRIPTION
Parcel A
That part of the Southwest Quarter of We Southw.l Quarter of Secllan 10. Tomehp 116,
Range 23 and DW Northwest Quarter of the Nonhw.t Quarter a1 SAM. 15, Township 116,
Range 23. Car. County Mhnasala, dhocrided as folios:
Beginning of the $authwest comer of said Section 10; thence an an assumed tearing of Nt
degree 56 mfnulee 40 .acomile Nest along the that Me of satl Southwest Oualer, a dista'
of 1,023.08 /eel, to o point on said West it,. distant 1668A6 hd South of the West War
sedan.
a dieter
FA)minut. 55 wi.nd, West clang said Norb.11 right of way, a Q. .lanof 156.95
ence North 65 degrees 54 mhwte, 50 seconds Wast along NorthWly right of way.
ee of 515.22 fool to the West line of 0u N.dh.asl Quarter of Seaton 15, Township 116,
23; b..e North 1 degree 37 minutes SO seconds West clang said West line or the
real Quarter. a distance of 9.12 fast to the Pahl of begernep.
Res Nathweetariy of that oanlculer NorUsomMy right-of-way IM of Parcel 06, as
an MINNESOTA DEPARTMENT Or TRANSPORTATION RIGHT OF MAT RAT NO. 10-013,
ad as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF
PORTARON RIGHT OF WAY PLAT NO. 10-14, ra.rdsd as Dofown.nt No. 271HIN, diderlbed
at the &erbwest corer of said Section iQ thence an an assumed Inearenq of
ee 56 helnut.. 40 seconds What, along be Waal the of the Southse.t Overt., of
IQ o distance of 401.19 Net, to a particular right -of -wary line of said Parcel 216
Of b"Iming of the line to be d.earNed; !hence North 47 degree, 18 minute, 16
19 &sears east a CAMOO of f 11 hot, ea a pptl or eurWd url
ue Easterly a alelanca U2.60 feet along a non-hnganhal curve
a road, of 63101 feet and a Antral angle of 59 degree M
g a chard of 632.76 last ehlrh bean North 77 degree. 17
is Penal B:
/.-esa3
Deal pan of the SwUwast Quarles of the S.Uwett Quarter of Section 10, TcAl 116,
Range 23 and the Nanhw.l Quarto of the Nwih.set 0uoner of Section 15. Tool 115,
1%.5Rang. 23, Corw County, Minh ... to denmDed at follow.
BegMnpgg al the Sauthweet came' of said Secit. 10; thence on an a.umwE teArery of North 1
degree 56 mb.t. 40 ee.nds West do" We West Me of saki Southwest Queer, a dstance
of 1,02108 feel, to a Point an sold shot the distant 166BM feet South of the that Quarter
comer of .Id Section 10; We. South 79 doyqre. 32 minutes 20 seeordEarl, a a dlslorut of
1".77 lest; bumae South 86 degrees 32 minute. 20 eetonah East a distance of 100.40 hat
thence South 76 deprees 32 minutes 20 second. East, a distance of 194.14 feet; then. South
74 deEreee 32 minute, 20 sewed, East a dl.lan. of 150.00 feet; then. South 47 degree.
x u 17 moot. 20 sveruce East, a dushm. of 75.43 leek thence North 52 degree. 42 minutes b
-neemnds East, 9 distance of 74.96 feet thence South 56 degrees swoons
17 minutes 20 East,
ivvaARlan. of 64.58 hat; thin. Saudi Slh degrees 17 minutes 20 seconds East a dlstonce of
163.26 het; thorns Sauth 18 degree. 17 minutes 40 .,condo West a distance of 820.19 bet
to the Northeay right o1 say the of Trunk Highway 5; in. North 85 de r... 54 mhul. 50
and. ftA don, Old saftherl4rjint .1 way, . c1l.t.nd. of 33.DS feet; do South 56
.05
i fact; thorn North 855degreee .M nbuitng inud 50 secomels Westright
ong oW Nor le?) right of way', a
dlAdnce of 518.22 fast to the West line of the Northwest Quonar of Sec0an 15, Tomshlp 116,
Range 23; the. North 1 door. 37 enhut. 50 seconds West .;.a said Wert fire of the
1EKMPT bat art
naae2y°°DPu°aku1or hl-owOlof P1e oMINNESOTA tNTacoNorUweaterly8
TRARVORTA0111 WAY PUT NO. 10-08, recorded as Document No. 265755 anal as
amended an MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PUT NO 10-14,
recorded a, Document No. 279658, deArleal . felowe:
Commencing at the Southeest coma of sold Se.bn 10. thence . an a.omhl bearing of
North 1 degree 56 mint. 40 .arcane Whot along the Wast line of the South.est Quarter Of
Add Section 10. a distance of 4011E feet to a particular right-of-wy Me of .aid Pont 216
aid the yysht of beginning of the line to be eascrped; thane. Norm Z dp. re 18 mewl.. 16
Aadmh East a ell.ton. of 175.14 feet b an all point In wild right-of-.oy Ile. man.
Nish 47 attire. 16 minutes 19 .scared, East a dl.tolwe of 22-71 feet, to o Point of curwtu,.
in sold di int-of-way the; then. Easiest a clelan. of 662.60 feet along a non-tongenllol
ow. a.. to We South hadn9 a raL. of 633.04 feet antl o central angle of 50 degree.
SB minutes 14 .conch and having o chard of 63276 shot which bear. North 77 dengress 17
mMnes 27 seoonde East to an angle Paid 11 scW right-ol-way Ih.; then. North 56 dogma
16 minutes 30 secmde East. rut tangent to odd curve a dletan. o1 114.28 feel to an angle
point In said rlphi-Of-way fine; then.. Norm 22 degree. 13 minutes 10 second. East °long
told right-of-way Iha a cl°tance of 116.13 feet and said line mere hrmhathg.
AND UCEPT wiM Parcel 216.
Caw County, Minnesota
Abstract Property
El
EXHIBIT B
That pat of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116,
Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116,
Range 23, Carver County Minnesota, described as follows:
Beginning at the Southwest comer of sold Section 10; thence on an assumed bearing of North 1
degree 56 minutes 40 seconds West along the West line of sold Southwest Quarter, a distance
of 1,023.08 feet, to a point on said West line distant 1668.88 feet South of the West Quarter
caner of sold Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 1D0.40 feet;
thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South
74 degree* 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees
17 minutes 20 second* East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40
seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East,
a distance of 84.58 feet; thence South 89 degrees 17 minute* 20 seconds East, a distance of
163.25 feet; thence South 18 degree* 17 minutes 40 seconds West, a distance of 820.19 feet
t the Northedy rlght of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50
e cords Weet'Jong said Northerly right of way, a distance of 33,08 feet; thence South 56
*gei
40 minutes 55 seconds Weet along sold Northerly right of way, a dietonoe of 158.95
set;enceNoegrees54 minutes0aecondeWeetalongNortheygofvny, a/Rang
letae of 518.22 feettotheWestline of the Northweaf 0uorterof Section 15, Township116,
23;thenceNorth 1 degree 37 minutes 50 aecondeWesialong soldWeslInns oftheest Water. a distance of 9.12 feet to the point of beginning.
, h Iles Northwesterly of that partleular Northwmterly right—of—way line of Parcel 216. as
''0 n on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT N0. 10-08.
> orded as Documant No. 265755 and as amended on MINNESOTA DEPARTMENT OF
ANSPORTATION RIGHT OF WAY PLAT NO. 10-14, recorded as Document No. 279658. described
fogowa:
i
rcommenchg at the Southwest corner of said Section 10; thence on an assumed bearng off
rth 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of
sold Section 10, a distance of 401,19 feel, to a articular rlghl—of—way line of sold Parcel 216
_ Ian the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16
seconds East a distance of 175.14 feet, to an angle point in said right—of—way line; thence
,7 North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to c point of curvature
t In sold right—of—way line, thence Easterly a distance 662.60 feet, along a non—tongentlol curve
concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58
minutes 14 seconds and having a chord of 632.75 feet which bears North 77 degrees 17
minutes 27 seconds East to an angle point In sold rlght—of—way line; thence North 56 degrees
16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle
point In said right—of—way line; thence North 22 degrees 13 minutes 10 seconds East, along
*old right—of—way line, a distance of 116.13 feet and sold line there terminating.
33.80
CITY OF CHANHASSEN
SITE PLAN AGREEMENT #2015-09
CHILDREN'S LEARNING ADVENTURE
SPECIAL PROVISIONS
AGREEMENT dated May 26, 2015, by and between the CrrY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and CLA Chanhassen, LLC (the "Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 33,032 square -foot, one-story childcare building with outdoor play areas and equipment
(referred to in this Agreement as the "project"). The land is legally described as shown in Exhibit B
attached.
2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition
that the Developer enters into this Agreement and famish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terms of this Permit, the written terms shall control. The plans are:
Plan A: Site Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan B: Grading Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan C: Utility Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan D: Erosion Control Plan prepared by CEI Engineering Associates, hic., dated 3/20/15.
Plan E: Details I Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan F: Details II Plan prepared by CEI Engineering Associates, hic., dated 3/20/15.
Plan G: Details III Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan H: Tree Survey Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan 1: Landscape Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15 revised 4/6/15.
Plan J: Floor Plans prepared by CASCO, dated 3/18/15.
Plan K: Site Detail Plans prepared by CASCO, dated 3/18/15.
Plan L: Exterior Elevation Plans prepared by CASCO, dated 3/18/15.
Plan M: Site Line Study Plans prepared by CASCO, dated 3/18/15.
Plan N: Exterior Color Material Plan prepared by CASCO, dated 3/18/15.
Plan O: Photometric Plan prepared by CASCO, Job No. 915494, Sheets E0.1 and E0.2.
PlanP: Sign Plan prepared by Accent Sign & Awning, dated 1/29/15, revised 3/18/15 and 3/19/15.
4. Time of Performance. The Developer shall install all required screening and landscaping
by September 30, 2016. The Developer may, however, request an extension of time from the City.
If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date.
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
finnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
$256,000.00 (boulevard restoration, erosion control, landscaping and trail reconstruction). If the
Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the
developer shall ensure the letter of credit or cash escrow is in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by
the Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at
the following address:
Mike Clements
Dan Petersen
CIA Chanhassen, LLC
3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address:
Chanhassen City Hall
7700 Market Boulevard
P.O. Box 147
Chanhassen, Minnesota 55317
Telephone (952) 227-1100.
2
7. Other Special Conditions. City Council approves a site plan for Children's Learning
Adventure subject to the following conditions:
Building Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting system.
Engineering
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site plan
to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 78a' Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast corner of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree/brush removal.
3. 'No Parking Fire Lane' signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Plannine
I. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 am. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply with
size standards in the city code. The monument sign shall comply with city code. Separate
sign permits are required for signage.
Water Resources Specialist
1. The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
4
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection device.
See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as impaired
for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow,the guidelines of the Minnesota
Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land owner
as required under the MS4 permit. This agreement shall be recorded against the property.
26. An operations and maintenance manual shall be prepared by the applicant for the bioretention
features. This shall address the planting schedule, establishment period as well as presumed
long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and
incorporated herein.
CITY OF CHANHASSEN
BY:
Denny Laufenburger, Mayor
AND:
Todd Gerhardt, City Manager
DEVELOPER: CLA Chanhassen, LLC
BY:
Its
STATE OF MINNESOTA )
(ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me tbis_day of 20�
by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY PUBLIC
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _ day of
20_ by the
of CI A Chanhassen, LLC.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
CITY OF CHANHASSEN
SITE PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITIONS
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct improvements, or any buildings until all the following conditions
have been satisfied: 1) this agreement has been fully executed by both parties and filed with the
City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has
issued a building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained 'in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. License. The Developer hereby grants the City, its agents, employees, officers and contractors
a license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The
City may impose additional erosion control requirements if they would be beneficial. All areas
disturbed by the excavation and backfilling operations shall be reseeded forthwith after the
completion of the work in that area. Except as otherwise provided in the erosion control plan, seed
shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties
recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the erosion control plan and schedule or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion at the Developer's expense. The
City will endeavor to notify the Developer in advance of any proposed action, but failure of the City
to do so will not affect the Developer's and Citys rights or obligations hereunder. No development
will be allowed and no building permits will be issued unless there is full compliance with the
erosion control requirements. Erosion control shall be maintained until vegetative cover has been
restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a
need for erosion control, the City will authorize removal of the erosion control measures.
5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on
and off site, dirt and debris, including blowables, from streets and the surrounding area that has
resulted from construction work by the Developer, its agents or assigns.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan I, shall be
warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s)
shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final
acceptance.
Ei
Responsibility for Costs.
A. The Developer shall hold the City and its officers and employees harmless from claims
made by itself and third parties for damages sustained or costs incurred resulting from site
plan approval and development. The Developer shall indemnify the City and its officers
and employees for all costs, damages, or expenses which the City may pay or incur in
consequence of such claims, including attomeys' fees.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this Pemrit,
including engineering and attomeys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all development work and construction. Bills not paid within thirty (30) days
shall accrue interest at the rate of 8% per year.
8. Developer's Default. In the event of default by the Developer as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a
license for the City to act, and it shall not be necessary for the City to seek a Court order for
permission to enter the land. When the City does any such work, the City may, in addition to its
other remedies, assess the cost in whole or in part.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job site
offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy unless
otherwise approved by the City Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal service in
accordance with the local Postmaster's request.
C. Third Parties. Third parties shall have no recourse against the City under this Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds
for denial of building permits.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities
tested and approved by the city.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or
amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council.
The City s failure to promptly take legal action to enforce this Contract shall not be a waiver
or release.
H. Recordine. This Permit shall run with the land and may be recorded against the title to the
property.
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
0
addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every
right, power and remedy herein set forth or otherwise so existing may be exercised from
time to time as often and in such order as may be deemed expedient by the City and shall
not be a waiver of the right to exercise at any time thereafter any other right, power or
remedy.
J. Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such
activity allowed on Sundays or any recognized legal holidays. Operation of all internal
combustion engines used for construction or dewatering purposes beyond the normal
working hours will require City Council approval.
K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly
identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the site plan process for each lot.
This shall be done prior to the issuance of a Grading Pemrit. Any violation/disturbance of
these sites shall render them as unacceptable and replacement sites will need to be located
for each violated site in order to obtain a building pemrit.
L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan
the Developer shall comply with all laws, ordinances, and regulations of the following
authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory
to the City that it has the authority of the fee owners and contract for deed purchasers too
enter into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of
the improvements or any other purpose for which the Developer may make use of such
property. The Developer further agrees that it will indemnify, defend, and hold harmless
the City, its governing body members, officers, and employees from any claims or actions
arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless
hazardous wastes or pollutants were caused to be there by the City.
O. Soil Correction. The Developer shall be responsible for soil correction work on the
property. The City makes no representation to the Developer concerning the nature of
suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist.
10
A:II-0Y0.1
LEGAL DESCRIPTION
Pats A:
That Part of the South.. Quarter of the S.thawi Duarte, of Section 10. Towehlp 116,
Range 23 and the Northwest Quarter of the Northweat Ouarter of Sattm 15. Townsolp 116,
Range 23. Carver County Minnesota, deecrbed as folloea
B"hMng at the Southwest comer of mid Section 10; thentt an on OM"W bowing of North 1
dense 56 mhutee 40 mcanG Than dmg Us Met Ihs of web Swthwml Ouster, a dbtan.
of 1.023.08 Nat. to a point on wW West the distant 1668.88 bet South Dr the Waal Ousts
camr of mid Section 10: thence Swlh 79 dogr"a 32 minu w 20 secmda East, a distance of
177.77 feet throe South 86 depress 32 mhutes 20 seal. East, a dlstmce of 100.40 fast -
than. South 78 diagram 32 mMulm 20 mcanda East a dislmp of 194.14 feat than. South
74 dspaes 32 minutes 20 seconds East o distance of 15MOO Mt thivee South 47 dpnm
17 mMutw 20 secande East a diatuese of 75.43 feet thence North 52 degnm 42 minutes 40
�40 .hut" w aecands West along sold Martially fight of coy, a distal. of 1a I
entt North 65 diagram 54 mi"tm 50 wCCnds Wart dap Northerly ,tint of Way. a
x of 51822 Mt to the West Its of the Northwest Quarter of S., 15. Toa.hb 116,
23; then. Node i dagns 37 .hut" 50 sattnde Wart dmg wW West The of the
col Ouster, o distance OI 9.12 het to the Pahl of beginning.
gee NorMwetedYY ei Lint particularN H vas Arty right-al-wy One of Porch 210. es
on MINNESOTA OEPARTI4ENT OF TRANSPORTATION RIGHT OF ZY PUT NO. 10-08,
,d as Document N. 265755 and m amended . MINNESOTA DEPARTMENT OF
DORTAMON RIGHT OF WAY PUT NO. 10-14. rwsrdW as Documwt No. 27g658, deaaibed
dearth dwrw 56emF�w mne"i 40 =10' set d�onp Bu 10:1 1l�ie of Me SauuN�weat O . at
-mid Section 10, o d.lan. of 401.19 MC to o pstioular right -of -easy Its of wW Rental 216
�an the point of DDppbning of the Me to be described; then. North 47 dwrms 15 inhut" 16
seconds East a distance, of 17514 f"L to an enIn point mid rght-of-way Me; thence
North 47 degrees 18 minutes 19 wawds Eel a distance of 22.71 Wt to a paint of ounwtun
h mid right-ef-wey line, theme Eotedy a dislsae 66260 bet dung a non -tangential .,no
/ a.waw to the South h33. eNng a rcelua of 604 feet and a cantd Dung. of 59 d58 sg.
{ mhutm 14 secar , and having o chard of III hat whin bars Martin 77 degrem 17
'.hut. 27 amend; East to on spa point In mid right- vnay MK then. Nortb 56 dmrass
16 mhulm 30 aamd. Es.t not tongrl to mid wrw a distance of 114.29 MC to an angle
point In mid right-of-wey Me; than. North 22 degree. 13 mint" 10 stands East. deg
weld In
Me. a dialmce of 116.13 feet and said Ma then trmholing.
i1w
AND
w Pannell 8:
1-1613
That part of tin Swtha"t Quarter of the Swthsmt Ouarter of Sactian 10. Tomah4 116,
Range
m" R23. CorwreCoun Y YMmsota, assorted as Woe, tinhist Warter of the Northwest Quarter of Secm O15, Taseshlp 116,
8.5
Beginning at the Sadhessl carer of weld Section 10; thence en m aseumW bearing of North 1
sores, On cop ]m11a, 1P, 1.nCY Scum /Y coneses 42 That" [u aacal. t a aMrpK4 .
177.77 fist thereat South 86 d ". 32 .1nutm 20 sssends Est, a distance of 10O{0 fast
thw" South 78 degrees 32 minutes 20 emends East. a ciletan. of 194.14 last thmm South
74 degrees 32 mhutea 20 m I East a filet." Monte 15000 feet thee South 47 deas g.
w u 7 minutes 20 ssea . East a distance of 7543 lmt thence North 82 dagram 42 minutes b
,W"toaonda East a Meta. of 74.98 fast thence South 55 degrees 17 mYWW 20 ss.nd. East,
11vh4"lan. of A4.519 test than. South N dsgn" 17 .Mules 20 .stand. East a hem" of
163.25 het thress South 18 dorms 17 minutes 40 asedede West a diel.la. of 11=19 fast
to the N~y right of say Its of Trunk Hphwey X in.. North 55 deers" 54 .hut" 50
second. West dare mid Northerly right of way, a distaws of 33.08 fast than" South 56
degas. 40 .hates 55 second. West along sob NartMrlyy rlgdi1 of say, a distend of 158.95
feet thence North 85 degres, 54 mhut" 50 setaMs W"l dorg sold Northry right o1 coy, o
matance of 5IL22 foal to the West Me of the Northwest Ouartr S of clbn 15. Township 116,
Ranee 23 dew," North 1 degree 37 mhutm 50 sacoMs Waal along wid West Me of th*
Northwest Quarter. a s atmce of 9.12 fast to the point of beginning.
D(CEPT that part of the stow d"abW proprty ahldh has NormesstM)Y of that pstieuis
w gNatheeslafiy rtphl-al-soY fine of Party 216, " sham an NINNESOTA DFPAR Oi
TRANSPORTATION RIGHT OF WAY PUT NO. 10-08, reosdW m Document K. 265755 and as
w end, an MINNESOTA DEPARTMENT OF TRANSPORTATION NIGHT OF WAY PUT NM 10-14.
recorded is Doaumwl No. 27G658, de adl as Mi.
Comn%.Ing al the Southeast corner of said Emil. 10 then" on an aemmW bearing of
North i decree 56 minutes 40 amend. Wwt dap the Wets IMe of Its Southwest Quarter of
mid Section 10, a dial.. of 401.19 fast to a ParOwkr rlght-ahsaY One of said Postal 216
ash the DDahl of beginning of the We to Its daeslbad: then. North 47 degrees 18 mhulm 16
Wanda EaH a distance of 175.14 fast to on angle point M mid right -of-a IMe; then.
North 47 deprave 1B mhulw 19 second. East a dl.t.. of 22.71 foot to o point of ourwtun
h sold rlpht-of-my Mq thri. EaclWy a distance of 662.60 feat dmg a nm-tan9entkd
ou,w aancma to the South hpNiig a raft. of 633,04 fast and a .ntnl angle of 59 degree
58 m9ertaa 14 second* and having a Hord of 632.76 het annual, ba ry North 77 degroes 17
minutes 27 ... East to an angl. paint in said rgnl-of-.y IMe: then. North M degree
16 minutes 30 mosnd. East net tangent to wW saw a dielmce of 114.28 fast, to an angle
point In weld rpht-of-way Me: thence North 22 degrees 13 mMut.e 10 ..cer,d. Ea.L along
sold right -of -any line. a di.lan. of 116.13 fast and said Its. there trmMotin,
AND ETICEPT said Parcel 216.
Carver Count, Minnesota
Abstrocl Property
11
Owners of all or part of the subject property, the development of which is governed by the
foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by
the provisions as the same may apply to that portion of the subject property owned by them.
Dated this _ day of 20,
0
STATE OF MNNESOTA )
(ss
COUNTY OF )
The foregoing instrument was acknowledged before me this day of
20 by
of
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
the
NOTARY PUBLIC
12
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
which holds a
mortgage on the subject property, the development of which is governed by the foregoing Site Plan
Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it
forecloses on its mortgage.
Dated this day of . 20_
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _ day of
20_, by the
of
DRAFTED BY:
City of Cbanba
7700 Mmket Boulevmd
P.O. Box 147
Cheohassm, MN 55317
(952)227-1100
NOTARY PUBLIC
13
June 5, 2015
CITY OF
MUSEN
7700 Market Boulevard
Mr' Mike Clements
PO Box 147
CLA Chanhassen
Chanhassen, MN 55317
3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
Administration
Phone:952.2271100
g Re: Children's Learning Center — Chanhassen
Fax: 952.227.1110
Planning Case #2015-09
Building Inspections Dear Mr. Clements:
Phone:952.227.1180
Fax: 952.227.1190 Enclosed is a site plan agreement that must be executed by CLA Chanhassen, LLC.
Engineering Note that if there is a different property owner and/or mortgage holder on the
Phone:952.227.1160 property, they will need to sign the consent(s) at the end of the agreement. Return the
Fax:952.227.1170 agreement to me for City execution and recording at Carver County within 120 days
of the approval (by September 24, 2015) and prior to the issuance of a building
Finance permit. The required security specified in the site plan agreement ($256,000.00) shall
Phone:952.227.1140 be submitted in conjunction with the site plan agreement. Once this is recorded and
Fax: 952.227.1110 erosion control installed and inspected, you may begin site work. A separate building
Park & Recreation permit application and review is required. A copy of the executed agreement will be
Phone:952.227.1120 returned for your files.
Fax: 952.227.1110
Should you have any questions, please contact me at (952) 227-1131 or by email at
Recreation Center bgenerous(axi.chanhassen.mn.us.
2310 Coulter Boulevard
Phone:952.227.1400 S
Fax: 95
Planningning &
Natural Resources
Phone: 952.227.1130 Robert Generous, AICP
Fax: 952.227.1110 Senior Planner
Public Works
Enclosures
7901 Park Place
Phone: 952.227.1300
Fax: 952.227.1310
ec: Kate Aanenson, Community Development Director
Alyson Fauske, Assistant City Engineer
Senior Center
Todd Gerhardt, City Manager
Phone:952,227.1125
Tent' Jeffery, Water Resources Coordinator
Fax: 952.227.1110
Jerry Mohn, Building Official
Website
Jill Sinclair, Environmental Resource Specialist
www.ci chanhassen.mn.us
Alan Catchpool, CEI Engineering Associates, Inc.
Dan Petersen, Children's Learning Adventure Childcare Centers
941an\2015 planning cases\2015-09 children's learning adventure spa lener.docx
SCANNED
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
CITY OF CHANHASSEN
SITE PLAN AGREEMENT #2015-09
CHILDREN'S LEARNING ADVENTURE
SPECIAL PROVISIONS
AGREEMENT dated May 26, 2015, by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (the "City"), and CLA Chanhassen, LLC (the "Developer").
1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan
for a 33,032 square -foot, one-story childcare building with outdoor play areas and equipment
(referred to in this Agreement as the "project"). The land is legally described as shown in Exhibit B
attached.
2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition
that the Developer enters into this Agreement and fianish the security required by it.
3. Development Plans. The project shall be developed and maintained in accordance with the
following plans. The plans shall not be attached to this Contract. If the plans vary from the written
terms of this Permit, the written terms shall control. The plans are:
Plan A: Site Plan prepared by CEI Engineering Associates, hic., dated 3/20/15.
Plan B: Grading Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan C: Utility Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan D: Erosion Control Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan E: Details I Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan F: Details Il Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan G: Details III Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15.
Plan H: Tree Survey Plan prepared by CEI Engineering Associates, hic., dated 3/20/15.
Plan I: Landscape Plan prepared by CEI Engineering Associates, Inc., dated 3/20/15 revised 4/6/15.
Plan J: Floor Plans prepared by CASCO, dated 3/18/15.
Plan K: Site Detail Plans prepared by CASCO, dated 3/18/15.
Plan L: Exterior Elevation Plans prepared by CASCO, dated 3/18/15.
Plan M: Site Line Study Plans prepared by CASCO, dated 3/18/15.
Plan N: Exterior Color Material Plan prepared by CASCO, dated 3/18/15.
Plan O: Photometric Plan prepared by CASCO, Job No. 915494, Sheets E0.1 and E0.2.
PlanP: Sign Plan prepared by Accent Sign & Awning, dated 1/29/15, revised 3/18/15 and 3/19/15.
4. Time of Performance. The Developer shall install all required screening and landscaping
by September 30, 2016. The Developer may, however, request an extension of time from the City.
If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date.
5. Security. To guarantee compliance with the terms of this Permit, the Developer shall
furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for
$256,000.00 (boulevard restoration, erosion control, landscaping and trail reconstruction). If the
Developer requests a Certificate of Occupancy prior to the installation of site landscaping then the
developer shall ensure the letter of credit or cash escrow is in an amount sufficient to insure the
installation of said landscaping.
PROCEDURES FOR
LETTER OF CREDIT REDUCTION
a. Requests for reductions of Letters of Credit must be submitted to the City in writing by
the Developer or his Engineer.
b. Partial lien waivers totaling the amount of the requested reduction shall accompany each
such request.
c. Any reduction shall be subject to City approval.
6. Notices. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at
the following address:
Mike Clements
Dan Petersen
CLA Chanhassen, LLC
3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or
mailed to the City by certified mail in care of the City Manager at the following address:
Chanhassen City Hall
7700 Market Boulevard
P.O. Box 147
Chanhassen, Minnesota 55317
Telephone (952) 227-1100.
7. Other Special Conditions. City Council approves a site plan for Children's Learning
Adventure subject to the following conditions:
Building Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting system.
Engineering
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site plan
to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a *minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 78`s Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast corner of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for treetbrush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Plannine
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply with
size standards in the city code. The monument sign shall comply with city code. Separate
sign permits are required for signage.
Water Resources Specialist
The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
4
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection device.
See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as impaired
for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the Minnesota
Stonmwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land owner
as required under the MS4 permit. This agreement shall be recorded against the property.
26. An operations and maintenance manual shall be prepared by the applicant for the bioretention
features. This shall address the planting schedule, establishment period as well as presumed
long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
8. General Conditions. The general conditions of this Pemvt are attached as Exhibit "A" and
incorporated herein.
2
CITY OF CHANHASSEN
BY:
Denny Laufenburger, Mayor
AND:
Todd Gerhardt, City Manager
DEVELOPER: CLA Chanhassen, LLC
BY:
Its
STATE OF MINNESOTA )
(ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of 20�
by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted
by its City Council.
NOTARY PUBLIC
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _ day of
20_ by the
of CLA Chanhassen, LLC.
NOTARY PUBLIC
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952) 227-1100
CITY OF CHANHASSEN
SrM PLAN PERMIT
EXHIBIT "A"
GENERAL CONDITIONS
1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb
the earth, remove trees, construct improvements, or any buildings until all the following conditions
have been satisfied: 1) this agreement has been fully executed by both parties and filed with the
City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has
issued a building permit in reliance on the foregoing conditions having been satisfied.
2. Maintenance of site. The site shall be maintained in accordance with the approved site plan.
Plants and ground cover required as a condition of site plan approval which die shall be promptly
replaced.
3. License. The Developer hereby grants the City, its agents, employees, officers and contractors
a license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with site plan development.
4. Erosion Control. Before the site is rough graded, and before any building permits are issued,
the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The
City may impose additional erosion control requirements if they would be beneficial. All areas
disturbed by the excavation and backfilling operations shall be reseeded forthwith after the
completion of the work in that area. Except as otherwise provided in the erosion control plan, seed
shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas
shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties
recognize that time is of the essence in controlling erosion. If the Developer does not comply with
the erosion control plan and schedule or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion at the Developer's expense. The
City will endeavor to notify the Developer in advance of any proposed action, but failure of the City
to do so will not affect the Developer's and City's rights or obligations hereunder. No development
will be allowed and no building permits will be issued unless there is full compliance with the
erosion control requirements. Erosion control shall be maintained until vegetative cover has been
restored After the site has been stabilized to where, in the opinion of the City, there is no longer a
need for erosion control, the City will authorize removal of the erosion control measures.
5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on
and off site, dirt and debris, including blowables, from streets and the surrounding area that has
resulted from construction work by the Developer, its agents or assigns.
6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan I, shall be
warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be
warranted for twelve (12) months from the time of planting. The Developer or his contractor(s)
shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final
acceptance.
12
7. Responsibility for Costs.
A. The Developer shall hold the City and its officers and employees harmless from claims
made by itself and third parties for damages sustained or costs incurred resulting from site
plan approval and development. The Developer shall indemnify the City and its officers
and employees for all costs, damages, or expenses which the City may pay or incur in
consequence of such claims, including attomeys' fees.
B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit,
including engineering and attorneys' fees.
C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the
City may halt all development work and construction. Bills not paid within thirty (30) days
shall accrue interest at the rate of 8% per year.
8. Developer's Default. In the event of default by the Developer as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than four (4) days in advance. This Contract is a
license for the City to act, and it shall not be necessary for the City to seek a Court order for
permission to enter the land. When the City does any such work, the City may, in addition to its
other remedies, assess the cost in whole or in part.
9. Miscellaneous.
A. Construction Trailers. Placement of on -site construction trailers and temporary job site
offices shall be approved by the City Engineer. Trailers shall be removed from the subject
property within thirty (30) days following the issuance of a certificate of occupancy unless
otherwise approved by the City Engineer.
B. Postal Service. The Developer shall provide for the maintenance of postal service in
accordance with the local Postmaster's request.
C. Thad Parties. Third parties shall have no recourse against the City under this Permit.
D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds
for denial of building permits.
E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Permit is for any reason held invalid, such decision shall not affect the validity of the
remaining portion of this Contract
F. Ocggpancy. Unless approved in writing by the City Engineer, no one may occupy a
building for which a building permit is issued on either a temporary or permanent basis until
the streets needed for access have been paved with a bituminous surface and the utilities
tested and approved by the city.
G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or
amendment to the provisions of this Contract. To be binding, amendments or waivers shall
be in writing, signed by the parties and approved by written resolution of the City Council.
The City's failure to promptly take legal action to enforce this Contract shall not be a waiver
or release.
H. Recordine. This Permit shall run with the land and may be recorded against the title to the
property.
I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every
right, power and remedy herein set forth or otherwise so existing may be exercised from
time to time as often and in such order as may be deemed expedient by the City and shall
not be a waiver of the right to exercise at any time thereafter any other right, power or
remedy-
J. Construction Hours. The normal construction hours under this contract shall be from 7:00
a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such
activity allowed on Sundays or any recognized legal holidays. Operation of all internal
combustion engines used for construction or dewatermg purposes beyond the normal
working hours will require City Council approval.
K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly
identify in the field and protect from alteration, unless suitable alternative sites are first
provided, the two soil treatment sites identified during the site plan process for each lot.
This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of
these sites shall render them as unacceptable and replacement sites will need to be located
for each violated site in order to obtain a building permit.
L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan
the Developer shall comply with all laws, ordinances, and regulations of the following
authorities:
1. City of Chanhassen;
2. State of Minnesota, its agencies, departments and commissions;
3. United States Army Corps of Engineers;
4. Watershed District;
5. Metropolitan Government, its agencies, departments and commissions.
M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory
to the City that it has the authority of the fee owners and contract for deed purchasers too
enter into this Development Contract.
N. Soil Conditions. The Developer acknowledges that the City makes no representations or
warranties as to the condition of the soils on the property or its fitness for construction of
the improvements or any other purpose for which the Developer may make use of such
property. The Developer further agrees that it will indemnify, defend, and hold harmless
the City, its governing body members, officers, and employees from any claims or actions
arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless
hazardous wastes or pollutants were caused to be there by the City.
O. Soil Correction. The Developer shall be responsible for soil correction work on the
property. The City makes no representation to the Developer concerning the nature of
suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist.
10
LEGAL DESCRIPTION
Parcal A
That port of the Southeast Quarter of the Southwest Quarts of Swctlen 10, Towndlo 116,
Range 23 and Me Northwest putts of the Northwest Quarter of Seath. 15. Township 116.
Range 23, Career Canty Minnesota. dworit ed as follows:
Beginning at the Southwest cons of wad Section 10; then. an . ws,anm tearing of North 1
degree 56 mMutw M emon he least along the West Ben of sold Southwest Warier, a ddase
of 1,02308 het, to a point an said Wed IMe distort 166&88 feet South of the Whet Warts,
corner of weld Section 10; then. South 79 degrees 32 .Mules 20 ..do East. a dirt.. of
177.77 fool then. South 86 degrees 32 minutes 20 swords East, a dlston. of 100.40 lest:
then. South 78 degree 32 minutes 20 mcands East a distance of 194.14 feet then. South
74 degrees 32 mFuta. 20 seconds East. a diet.. of 150.00 Mt then. South 47 Mgees
17 minutes 20 escarole E.l. a distance of 75.43 foot Men. North 82 degrees 42 minutes 40
.do East. a dYlmce of 74.98 lest Mess South 58 degree 17 minutes 20 secs,do East
o diet.. of "M bet than. South 8g den 17 .Fuld 20 aecands East. a distance of
16125 had; then. South 18 degrees 17 miutes 40 eeeands West. a dMlamce of 820.19 het
t Me Nothery right of say, Ifna of Trunk Highway 5; thence North W degne. 54 mhutes 50
do West danq Idol NartMriY rght of way, a dhton. or 53.08 fast lh.. South 56
ogre 40 mlwtw, 55 momM Waet dm9 said Northerly right of my. o Mlan. of 158.95
t7,an. North W degrees 54 minutes 50 sma nds WW1 along Northely right of way, a
dirltl. of 51&22 foot la the West Its of M No tho.t Quarts of Seetim M, Tomehip 116,
R 23; thence North 1 bares 37 minute 50 seasds West along sold Weal line of the
lintIles Northwwatdgr of thd tar Northesetarly right-of-.oy Iles of Parts 216. as
. an MINNESOTA DEPARTM T OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-0&
deal w Do. ,.t No. 265755 and as onaded an MINNESOTA DEPARTMENT OF
deal
TATiON RIGHT OF WAY PUT NO. 10-14, recorded as Do.mmt No. 279658, dwdeed
Unn n nahp at the Southwest cams of said Section 1P thenov an an aewrtwd baaMg of
North 1 degree 56 minutes 40 socorde West don, Me West One of the S.0.0 Qo rter of
sold Section 10. a did... of 401.19 Net. to a particular right -of -any the of weld Parawl 216
. the point of psaInning of the One to De devarmsd; thence North 47 degree 18 minutes 46
sman le East a did.. of 175.14 fool to an angle Point In .Quid eon-of-woy IMq Mmce
North 47 Mgrow 18 minutes 19 segade East a diet.. of 22.71 feet to a paint of arwture
In sold right -of -wary Me. M... Easterly a Mstan. NZ60 feet deep a sr,-tmpmtial curve
.wan to the Sate hating a radus of 611.04 feet and a antral mg]. of N degrees W
minutes 14 seconds and hating a chard of 632.76 last Mid, tsars North 77 degrees 17
minutes 27 seconder East to ..91. Point F sold right-of-way IMK thence Nate 56 degnw
16 minutes moved, esnd, Eat, rot tangent to wed curve a dist.es of 114.M foot to ..pie
point In said right-of-way One Mm. North 22 degree 13 mhutes 10 sma ds Eesk. along
.W rlghl-of-way Its, a diet.. of 116.13 Mt and sold line there tennls0ng.
AND
u Parcel R.
l.aw.3
That part of Its Southwest Quarter of Me Southwest Garter of Settler, 10. Township 116.
Rage 23 and the Northwest Garter of Rho Northwest Quarts of SmUon 15, Town 1p 116.
1sg.5Raipe 23, Cares County. Minnesota, descrhod es follows:
Beginning at the Southwest corner of said Section 10; these an an aesaned 1,earing of North 1
degree W minutes 40 seconds Wed drip the Wart Its of wW Southwest 0uarter, a dobn.
of 1,023.08 lest to o paint . ask West The distant 1668.88 fast South of the Wet Oarter
corner of sale Section 10; Ness South 79 degrees 32 .Mutes 20 seconds Eat a did. of
177.77 Net these South W degree 32 rMnutes 20 doords E.t. o didon. of =40 fast;
than. South 78 degree 32 .Mutes 20 seconds fat, a dtiance of 194.14 fast; thence South
74 Mgee 32 mhutes 20 seconds Eas, a diet.. of 150.00 feet; then. South 47 degree
x 07 mhutes 20 moords East a alder. of 75.43 feet then. North 82 degrees 42 .hulea 40
i=wamprls E.k. a dide,as of 74.98 het; then. South 56 degrees 17 minute. 20 seconds East
m.WMm. of 84.M font then. South W Mgr 17 minutes 20 seconds Eas, a dlat... of
16125 fee, these South 18 degrees 17 minutes 40 seconds War, a di.lm. of 820.19 Not
to the Northerly right of way line of Trunk Highway 5; these Nash 85 4W. 54 mhutas W
seconds West dang saki Northed, right of way, a did. of M.08 feet then. South 56
degrees 40 minutes W ..tends Wast Wang mad NorMarly right of my, a dldtah. of 158.95
feet thence North 85 degrees 54 minutes W seconds West along ward Northerly right of way, a
diet.. of 51&22 Net to the West line of be Northwest Quarter of SocOon IS. Township 116.
Rage a then. North 1 degree, 37 minute 50 smond. Wont dos odd West the of the
1- EXCEPT that port of the 0. deearhod Property Midi Ilas N wsdely of that Particular
5oo�hooddy rlgt,t-d-way Me of Parcel 216, as whom or MINNESOTA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY PLAT NO. 10-06, recorded m Oaammt No, 20755 and as
.d.d or MINNESOTA DEPARTMENT OF TRANSPOTAMIN RIGHT OF WAY PLAT NO. 10-14,
recorded as Docu nlent No. 27NM d. orl wd as follows,
COrnmasing of the Southwest ao.r of word Section 10: than. an m asserted Nearing of
North 1 degree 56 .Mutes 40 ssamds West, dap Me Wast the of the Southwest Waiter d
wW Seaton 10. a dhter" of 401.19 took. to a partkWar right -of -my Res of wed Parcel 216
and the ppoeinht of beginning of Ms the to be desarhed: th.oe North 47 4". 18 .InuNs 16
.dandhe East a diston. of 175.E Mk. to an angle Point In sold right -of-my line; thence
North 47 degree. 16 minutes 10 stands East a did. of 2271 fed, to a point of taeature
h egW right-of-way IMq thence Easterly a diet.. of 662.60 feel along a non -tangential
curve conww to the Saute hating a radkr. of 633.04 feet and a casual angle of 39 degrees
58 .Mutes 14 .words and having a Mold of 63276 fast MM bean Nate 77 degrees 17
mFul. 27 Wends East to an angle Point In wW right-.f-way 1M.; then. North 56 degrees
16 minuhs M se.nde East not tangent to rid verve a odor. of 114.M feat to an angle
point in sold tight -of -way Me; thence North 22 degrees 13 minutes 10 wands East along
wW right-of-way II., a distance of 116_13 fast and ..W line there ts,lnin,olhy,
AND EXCEPT weld Parcel 216
Carr Count, Mhnwoh
M.tract Pmpefy
11
CONSENT
Owners of all or part of the subject property, the development of which is governed by the
foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by
the provisions as the same may apply to that portion of the subject property owned by them.
Dated this _ day of
STATE OF MINNESOTA
(ss
COUNTY OF
20_
M.
The foregoing instrument was acknowledged before me this
20 by
Of
DRAFTED BY:
City of Chaohamen
7700 Market Boulevard
P. O. Box 147
Chanhassen, MN 55317
(952)227-1100
the
day of
NOTARY PUBLIC
IV)
MORTGAGE HOLDER CONSENT
TO
SITE PLAN AGREEMENT
which holds a
mortgage on the subject property, the development of which is governed by the foregoing Site Plan
Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it
forecloses on its mortgage.
Dated this day of , 20
STATE OF MINNESOTA )
(ss.
COUNTY OF )
The foregoing instnunent was acknowledged before me this
20� by the
of
DRAFTED BY:
City of Chanhassen
7700 Market Boulevard
P.O. Box 147
Cha basso ., MN 55317
(952)227-1100
day of
NOTARY PUBLIC
13
APPLICATION FOR STREET OR COMMERCIAL
ACCESS PERMIT <: ;��''.:>:•._ .• •••
CARVER COUNTY PUBLIC WORKS DIVISION
11360 Highway 212, Suite 1, Cologne, MN 55322 a�y..yyhh
Phone -1952) 466.5200 FAX • (952) 486.5223
THE CONTRACTOR MUST BE REGISTERED WITH CARVER COUNTY TO OBTAIN PERMIT
•
Applicant
Address 3131 E Camelback Rd, Ste 420,
hone
602-524-4995
Mike Clements
Phoenix AZ 85016
Name of Contractor
Address
Phone
TBD
TBD
TBD
Location O (Road No.) (Feet) (Miles) (Circle one) (Spectic road or Intersection)
proposed Access 117 GALPIN BLVD.
N s F CD of
Legal description of propeTy/parcel ID.
SEE ATTACHED FULL LEGAL DESCRIPTION
Purpose ®Commerdal Street
Is a Building
ONo DAYCARE
(MASONRY/
of
Access QOther
to be
constructed?
DKYes (Type) STUCCO)
Property CKPlatted area
Distance from
Distance from
Is
In DUnplatted area
center of roadway
to front of building 235 feet
nearest
driveway NIA feet
Proposed QGravel QConcrete
Width
Road ditch
surface
type Bituminous
of
driveway 26 feet
depth at
driveway 0 feet
Lanolin [—]Level [�DHlgher
Existing number of
JProposed Ste, length and type of culvert pipe
relation
to roadway Lower
driveways
to property—!-
N/A
1, the undersigned, herewith make application for permission to construct the street or driveway access at the above location, said street a
driveway to to be constructed to conform with the regulations of the Carver County Public Works Division. It is further agreed that no work in
connection with this application will be started unlit the application is approved and the permit Issued. it Is expressly understood that this permit
Is conditioned upon replacement or restoration of the County Road to its original or satisfactory condition. it is further understood that this permit
Is Issued subject to the applicants compliance with the miss and regulations of the local, city, township auihod(les and any other affected
governmen I agenci s. It is further understood that Carver County reserves the right to modify, reconstruct or adjust the access at the County's
expense.
o3 z� 1 ()n
Dsite Applicant's Signature
Attach a sketch of the property showing existing and proposed driveways andl'afadon to County Road.
>: .! (
:>:;:>;:::::•::::•;:::;:;:::;:;:.T!S?:N9f�a�
STREET OR COMMERCIAL ACCESS PERMIT
Special Provisions:
1. Applicant to furnish and install Culvert pipe.
2. The culvert pipe shall be new corrugated metal I concrete / corrugated plastic (HOPE).
cow►rl-67C 4LL Wil PM)I Mpf?-OvEf� f440s
CooIZD wfTN Is iTY
Within 5 days after access construction is completed, the permittee shall notify the Carver County Engineering
Department that the work has been completed and is ready for inspection.
Caryer,County Engineering Department
6-3 -iS 7
_
Date '—��� Authorized Signature
SEE REVERSE SIDE FOR PERMIT REQUIREMENTS
PERMIT REQUIREMENTS AND INSTRUCTIONS
(Note: Allow up to 2 weeks for processing. An Incomplete application will delay processing.)
1. Print clearly In ink or type the application. Be sure to sign both this instruction sheet and the application form at
the bottom. Submit the original forms only, faxed copies will not be accepted.
2. Complete each item on the application. If an item does not apply, print "N/A" in the blank.
3. No foreign material such as fill, aggregate, rock, or bituminous material, etc. shall be stored or deposited on the
roadway during the work. If any material is tracked onto the roadway, It must be removed immediately.
4. Any debris, surplus material, etc, generated due to the work must be removed from the County right-of-way within
24 hours.
5. At least 48 hours prior to start of any work, the permittee shall notify the Carver County Engineering Department at
952-466-5200. Within 5 days after completion, the permlitee shall notify the Carver County Engineering
Debartmant for final Inspection.
6. If the permitee Intends to alter or remove any signs within County right-of-way he shall notify the Carver County
Public Works Foreman, Pete Bendzick at 952-446-5242 at least 48 hours in advance, and shall obtain his
approval prior to performing such operations. The permitee shall take necessary and reasonable measures to
protect or avoid such signs and shall install an approved temporary sign if required by Carver County.
7. No changes or alterations to this permit may be made at any time without written permission from the Carver
County Engineering Department,
8. For the safety of the traveling public and for the safety of those working In the right-of-way, barricades, warning
devices and flagmen shall be provided by the contractor during all phases of their construction and maintenance
operations on county highway right of way. The design, layout, and placement of all signs, barricades, and other
warning devices shall conform to the current Minnesota Manual on Uniform Traffic Control Device's'Temporary
Traffic Control Zone Layouts Field Manual`.
9. For rural accesses, the side slopes shall not exceed 6:1 (17%) within the County right-of-way.
10, For new residential accesses, swing -away mailboxes are required (see attachment to residential access permits).
11. All disturbed turf areas shall be stabilized (i.e. seeding, sod, erosion control blanket, etc.) with the proper
sedimentlerosion control devices, includingtemporaryerosion/sediment control as needed within 7 days and
maintained until the new turf Is established. All work shall be In compliance with local, state and federal
regulations.
12. In the event that the construction has not been completed within one year of the permit approval date, this permit
becomes null and void.
13. It is the responsibility of the excavator to notify Gopher State One Call for utility locations for any excavation being
performed within the County right-of-way and to obtain all other necessary permits.
14. No work under this application is to begin until the application is approved, and the permit issued, unless
permission has been granted by the Carver County Engineering Department.
15. Any party working within the County right-of-way under this permit shall have a copy of the approved permit on
site. Any party working In the County right-of-way without County approval or without a copy of the approved
permit may be required to vacate the right-of-way and/or stop work immediately.
I/Wo agree to all of the above requirements. All work performed will be to the satisfaction of the Carver County
Public Works Division.
Dated: " � z i` I Applicant's Signature: c.
SITE DE l/EL OPMENT PL /1 NS
CHIL DREN 'S LEARNING A D l/ENTURE
7750 GAL PIN : OUL E I/ARD
GENERAL NOTES:
FLOOD CERTIFICATION:
NOTICE TO BIDDERS:
CHANHASSEINI, �n�l/INNESSOo TA
Arkansas * California *
SOILS MAP
PLAN INDEX:
Engineering
Associates, Inc.
av
,eorgia * Minnesota * Penn
ASSOCIATED PLANS:
* Texas
APPROVED DATE
RESOURCE LIST:
1"
N!iw.
June 2, 2015
CM OF
7700 Market Boulevard Mr' Mike Clements
PC Box 147 CLA Chanhassen
Chanhassen, MN 55317 3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
Administration
Phone: 952.227.1100 Re: Children's Learning Center — Chanhassen
Fax: 952.227.1110 Planning Case #2015-09
Building Inspections Dear Mr. Clements:
Phone.952.227.1180
Fax:952.2271190 This letter is to confirm that on May 26, 2015, the Chanhassen City Council approved
Engineering the following:
Phone:952.227.1160
Fax: 952.227.1170 Planned Unit Development rezoning ordinance, and
Finance Site Plan for a 33,032 square -foot building subject to following conditions of
Phone:952.2271140 approval:
Fax 9522271110
Park & Recreation Building Official
Phone:952.227.1120
Fax 952.2271110 1. A building permit is required prior to construction.
Recreation Center
2. The building is required to have an automatic fire -extinguishing system.
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
3. Building plans must be prepared and signed by design professionals licensed in
the State of Minnesota. Retaining walls over four feet high must be designed by a
Planning d
Natural Resources
professional engineer and a permit must be obtained prior to construction.
Phone: 952.227.1130
4. Fenced "playground" areas must be provided with approved, code -compliant
Fax: 952.227.1110
exiting systems.
Public Works
Engineering
7901 Park Place
Phone: 952.227.1300
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver
Fax: 952.227.1310
County's review, approval and permitting.
Senior Center
Phone:952.227.1125
2. An escrow for the trail work and water service connection shall be collected with
Fax: 952.227.1110
the site plan to ensure that the area is restored and functioning properly after one
freeze -thaw cycle.
Website
www.ci.chanhassennn.us
3. A barricade must be installed at the end of the stub located north of the Galpin
Boulevard access.
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED
Mr. Mike Clements
Children's Learning Adventure — Planning Case 2015-09
June 2, 2015
Page 2
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 781 Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast comer of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for treetbrush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Planning
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 am. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
Mr. Mike Clements
Children's Learning Adventure — Planning Case 2015-09
June 2, 2015
Page 3
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply
with size standards in the city code. The monument sign shall comply with city code.
Separate sign permits are required for signage.
Water Resources Specialist
1. The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection
device. See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area"
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
Mr. Mike Clements
Children's Learning Adventure — Planning Case 2015-09
June 2, 2015
Page 4
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as
impaired for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the
Minnesota Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land
owner as required under the MS4 permit. This agreement shall be recorded against the
property.
26. An operations and maintenance manual shall be prepared by the applicant for the
bioretention features. This shall address the planting schedule, establishment period as well
as presumed long-term annual and semi-annual maintenance requirements.
Mr. Mike Clements
Children's Learning Adventure — Planning Case 2015-09
June 2, 2015
Page 5
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
I am waiting on engineering estimates for site improvements to include in a site plan agreement
that must be executed by CLA Chanhassen, LLC. This agreement must be recorded at Carver
County within 120 days of the approval (by September 24, 2015) and prior to the issuance of a
building permit. The required security will be specified in the site plan agreement shall be
submitted in conjunction with the site plan agreement. A separate building permit application
and review is required.
Should you have any questions, please contact me at (952) 227-1131 or by email at
benerous ,ci.chanhassen.mn.us.
Since;
Robert Generous, AICP
Senior Planner
Enclosures
ec: Kate Aanenson, Community Development Director
Alyson Fauske, Assistant City Engineer
Todd Gerhardt, City Manager
Terry Jeffery, Water Resources Coordinator
Jerry Mohn, Building Official
Jill Sinclair, Environmental Resource Specialist
Alan Catchpool, CEI Engineering Associates, Inc.
Dan Petersen, Children's Learning Adventure Childcare Centers
g1plan\2015 planning casesl2015-09 children's learning adventure\appmval letter.doex
15-v(i
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of CLA Chanhassen, LLC and Americana Community Bank for rezoning of the
property to Planned Unit Development (PUD) to permit a children's learning center, and site plan
approval for a 33,000 square -foot, one-story building with outdoor play areas and equipment.
On April 21, 2015, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of CLA Chanhassen, LLC and Americana Community Bank
for a site plan review for the property located at 7750 Galpin Boulevard (northwest comer of
Highway 5 and Galpin Boulevard). The Planning Commission conducted a public hearing on the
proposed site plan was preceded by published and mailed notice. The Planning Commission
heard testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
The property is currently zoned Agricultural Estate District, A-2.
2. The property is guided by the Land Use Plan for Residential -Low and High Density and
Office and Residential High Density.
3. The legal description of the property is: See Exhibit A.
4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible
adverse affects of the proposed amendment. The six (6) affects and our findings
regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City
Comprehensive Plan.
b. The proposed use is or will be compatible with the present and future land uses of
the area.
C. The proposed use conforms with all performance standards contained in the
Zoning Ordinance.
d. The proposed use will not tend to or actually depreciate the area in which it is
proposed.
SCANNED
e. The proposed use can be accommodated with existing public services and will not
overburden the city's service capacity.
f. Traffic generation by the proposed use is within capabilities of streets serving the
property.
5. Site Plan Review:
a. The proposed development is consistent with the elements and objectives of the
city's development guides, including the comprehensive plan, official road
mapping, and other plans that may be adopted;
b. The proposed development is consistent with the site plan review requirements;
C. The proposed development preserves the site in its natural state to the extent
practicable by preserving the northerly six acre parcel as permanent open space
and minimizing tree and soil removal and designing grade changes to be in
keeping with the general appearance of the neighboring developed or developing
or developing areas;
d. The proposed development creates a harmonious relationship of building and
open space with natural site features and with existing and future buildings having
a visual relationship to the development;
e. The proposed development creates a functional and harmonious design for
structures and site features, with special attention to the following:
1) An internal sense of order for the buildings and use on the site and
provision of a desirable environment for occupants, visitors and general
community,
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of
the design concept and the compatibility of the same with adjacent and
neighboring structures and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives
and parking in terms of location and number of access points to the public
streets, width of interior drives and access points, general interior
circulation, separation of pedestrian and vehicular traffic and arrangement
and amount of parking.
f. Protects adjacent and neighboring properties through reasonable provision for
surface water drainage, sound and sight buffers, preservation of views, light and
air and those aspects of design not adequately covered by other regulations which
may have substantial effects on neighboring land uses.
6. The planning report #2015-09 dated April 21, 2015, prepared by Robert Generous, et al,
is incorporated herein.
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Planned Unit
Development rezoning and site plan review.
ADOPTED by the Chanhassen Planning Commission this 21 st day of April, 2015.
CHANHASSEN PLANNING COMMISSION
BY:
Its Chairman
Exhibit A
LEGAL DESCRIPTION
Parcel A:
That part of the Swthsest aster of tha Southmst Quarter of section 10, Toenshq 116,
Ron" 23 and the Northsest Quarter of the Ncrthvwt Quarter of Section 15. Township 116
Ron" 23. Carver Caunly Minnesota, described as fdlom,
Beginning at the Southwol comer of sold Section tQ Ihanc. on an mwttned bearing of North 1
degree 58 minuew 40 words West along the West line of sold Southmst Ouartar, a dutonw
of 1,023.OS feet, to a Palm an sold West line distant 1668.88 Net South of the West Quarter
caner of said! Station 10 thence South 79 tls Tess 32 minutes 20 seconds East, a allatrhw of
177.77 Net; Ihence South 86 degrees 32 minutes 20 sounds East, a distance o IO0.40 Mt
a dlstnce of 6456 feet thence South 69 degrees 17 minutes 2O maands East. a dhetnw of
163.25 Net; thence South 16 degrees 17 minutes 40 seconds W.sL a distance of 820.19 Net
1 the Northerly riQnl of ray IFe of Truly HEphwy 5: Uenw North 85 degrees 54 minutes SO
and. West alms meld NorfMrl) rphl of way, a distance of 33.08 feet thence South 56
agree 40 minutes 55 seconds Watt long sold Northerly right of ray. a distance of 156.95
sot y�ence North 65 degrees 54 minutes 50 wrnnds Wbet along NarUerly rght of ray, a
Z
of 518.22 feetto the West line of the Northwest Quarter of Seaton15, TomddP 116.
3; than. North 1 degree 37 minutes 50 seconds West along said West IFe of the
st Quartr. a distance of 9.12 feel to the point of beginning.
. Norlhraataly of that particular NorNwmtery riht-of-ray IFe of Parch 216, as
on MINNESOTA DEPARTMENT A TRANSPORTATION RIGHT OF WAY PUT NO. 10-08.
as Dawment No. 265755 and as amended on MINNESOTA DEPARTMENT aF
JAMSIPORTAYION RIGHT OF WAY PUT NO. 10-14, recorded as O.nnent No. 279658, described
labrc
encing at She Soum thmal comer of sold Section 10ce on on assumed
, thenassued bearing of
1 degree 56 minutes 40 s.nnde West along the West line of the Southwest Ouartr o
:wld Section ID, a dirtnn of 401.19 bet to a particular right-ol-way Me of NW Ported! 216
on the point of bbgsainning of the line to be desarbed; thence North 47 degrees 18 minutes 15
oscen4 Earl a db[onw o1175.14 lest to on Halo point in sold right -of -soy Me; then.
North 47 degrees 15 hNnutw 19 swards East a distance of M71 bet to a point of wrwture
F sold right -o/-w)) IFe. there Ewled) a dstwce 66260 Ewt along a nor -tangential corn
eenaan to the SWM h"ng a radlue of 633.04 feel and o central rats of 59 degrees 56
tubules 14 swnde and ..Ming a chard of 832.76 fee NhRh beers Martin n degrees 17
minutes 27 ..condo East to an angle point in wed right-of-ny, Ma thence North 56 degrees
16 minutes 30 wwnd. East not tngenl to sold case a distance of 114.28 foot to an onga
point In said Nght-of-soy line; thence North 22 degrees 13 minutes 10 seconds East, along
said rialMt-of-my line. a di.trnce of 116.13 Not and said line there trmlwtina.
AND
u Parcel B:
1-960.3
That Part of the Southmst Quarter of the Swthewt Ouartr of 9eetbn 10, T.MW 116.
Rape 23 and the Northwest Quarts, of Ibe Northeast Quarter of Section 15. TeenMlp 116.
59.5 Range 23, Career County Minnesota. dedescribed!described!described!f as iom:
Beginning of the Southeast cans of add Section 10 a of s id an assumed basing of North 1
degree 56 Net. 40 wconda Wart Berg U< West t 1 of ask et u I et Quarter. t Wart.
0 1.023.08 s Mt tti n point n sold West line ...loot 2 rnIn.8 feel South . the What Qur s
aomr of wed Section 10; thence South 79 degrees 32 minutes s a dicta East o dMonw ;of
then]] feet thend Swth 86 degrees 32 minutes 20 wco distance
ncet a .Mince of t00.a0 feet:
Nana South 78 degrees s condo East,
esoontle East a dMnw o/ hero, lout Ihenw South
74 minutes 32 minutes 20 seconds Eme f 75.0distancefeet
t 150.00 feet thende degrees
47 denues.
N WV mi minutes 20 seconds East, o dbtnce of 7543 teat thence North 82.N. 2042 minutes Ea 10
i=csawonds East a .58 fee of r.98 feet thence South rh degrees 1s minutes s0 ascanm Evof
aa161125 Ne of 84.58 heel thende Swth degrees 17 tubules 20 sown.. East o distance0.19fof
to th. feel thence South y degrees 17 m9Wlw 40 wwnae West a albtonce of 8.1n.t foot
to are Northerly right of say Me o Trunk my.wy is thereof North N donuws 54 minutes 50
wands Wari dons wed Nontheriy right of way, a .Maze right
t of Net thence South 8.
degrees 40 N= 55 ewrlb West dons Sim Northerly W rt al of ray, a .bend o1 158m
iwl thence North 65 to the W minutes SO North Weal dreg sold NorthSection
15, rigt of my, v
dIstanRange 2 of 51Ras Net le the West Me of Um seconds Wester of sold W t line
of the
116,
Range 23t then. North 1 degree .1 mght to the
sewn.. Wert dnq ask West IFe of Ue
Nathwrt Warier, a .Maze of 9.12 foot b the egoist o/ beginning
EXCEPT that pal of to al desrbd property ehlah Ibis Northwertrl of that wll lar
6o.oNer, smNs Y rq�t-of-say Me of Pawl 216, as Mom on MINNESOTA DEPARTMENT OF
TRANSPORTATION PoWT OE WAY PUT NO. 10-06, recorded as Doamrt No. 265755 ond a.
amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RItlR OF WAY PUT NI 10-14,
.ordeal as Document N. 279658. daecr. as foloem
Covun.bg at th. Southwest comer of sold Section 10, Uenw on on assumed barb... of
North 1 degree 56 minutes 40 ascends West. along th. Went life of the Sauthmst Quarter of
sold Section 10. a distance of 401.19 /sot to a particular right-of-"y Me of Sid Prwl 216
and the point of beginning of the line to be deerbed: thsaw North 47 degrees 18 minutes 16
..de East a .beam. of 175.14 feel to an angle Pohl F sold right -af-soy line. throw
North 47 degrees 18 minutes 19 saoond. East a distance of 2271 h.L to a point of cumture
F told right -of -soy IIw: thence Ea.brly a distance of 662.60 feel clog a non -la gentlal
concnn to the South ha ing a robe of 633.D4 feel aM a central male of 59 degrees
58 mbutm 14 semMt anal hadng a chord of 632.76 feel Ndrh hart North ]7 degrees 17
hnenules 27 weends East to an angle Point In said right -of -my line: then. North 56 degrees
16 minutw 30 s anal. East not tangent to sold curve a dbteze of 114.28 bet to an angle
t In t-dright-of-my
thence
122 agrem lieitse 10tecmq Easl, dingwid right -of -my lnedistance of116.3feel d said line t�
AND EXCEPT said Pared 216.
Caw Count, Minnesota
Abetrvet Property
rd
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
SUMMARY OF ORDINANCE NO. 606
AN ORDINANCE AMENDING CHAPTER 20 OF THE
CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE,
REZONING CERTAIN PROPERTY
The purpose of this ordinance is to rezone the Children's Learning Adventure property
located at 7750 Galpin Boulevard (northwest corner of Highway 5 and Galpin Boulevard) from
Agricultural Estate District (A2) to Planned Unit Development (PUD), and to incorporate the
following standards: Intent; Uses; Setbacks; Building Height, Materials and Design; Alternative
Access; and to include a Development Plan.
Ordinance No. 606 was approved by the City Council on May 26, 2015. A printed copy of
Ordinance No. 606 is available for inspection by any person during regular office hours at the office
of the City Manager/Clerk.
PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 22nd day of June,
2015, by the City Council of the City of Chanhassen.
(Publish in the Chanhassen Villager on July 2, 2015)
SCANNED
Chanhassen City Council — June 22, 2015
5. 800 West 7801 Street Sign Variance: Approve Request to Allow Signage with a Logo to
Exceed 30% of the Sign Display Area, Byerlys, Applicant: Lund Food Holdings,
Inc./Owner: IREP Properties
6. Approve Plans for Spent Lime Treatment Device for Lake Susan; Approve Maintenance
Agreement
7. Resolution #201541: Approval of Resolution Authorizing Staff to Sign a Letter of
Intent to Participate in the Metro Community Solar Subscriber Collaborative.
8. Approval of Summary Ordinance 606 for Publication Purposes, Rezoning Children's
Learning Adventure from A-2 Agricultural Estate District to Planned Unit Development
(PUD).
All voted in favor and the motion carried unanimously with a vote of 4 to 0.
VISITOR PRESENTATIONS. None.
LAW ENFORCEMENT/FIRE DEPARTMENT UPDATE.
Mayor Laufenburger: This is the night of our monthly law enforcement and fire department
update. I would like to invite Lieutenant Eric Kittelson from the Carver County Sheriff s Office
to address us. Good evening Lieutenant.
Lt. Eric Kittelson: Good evening Mr. Mayor, council members. Before I get to the calls for
service I just wanted to address a couple things with the 0 of July celebration coming up next
week. Fireworks are illegal. Any substance or combination of substances or article prepared for
the purpose of producing a visible or audible effect by combustion, explosion or detonation. The
tern does not include sparkling items which are non -explosive and non aerial and contain 75
grams or less of chemical mixture so basically if it flies or goes boom it's illegal. If you can
purchase it at a local reputable retailer it's not illegal but that's the long and short of the
fireworks.
Mayor Laufenburger: Thank you for that clarification Lieutenant.
Lt. Eric Kittelson: And we concluded the informal seatbelt survey on May 31 a. There were 97
citations county wide for non use of seatbelt and 18 of those were in Chanhassen and the post
enforcement survey revealed a percentage usage rate of 97.3 which is extremely good and
something that we like to see. And then finally it's kind of an early announcement but the 8 b
Annual Public Safety Forum. We're going to be hosting that at the Chanhassen Rec Center on
September 160i and drug awareness will be the topic of discussion and the time for that is yet to
be determined. Into the calls for service we had 145 citations for traffic violations. 328
4 SCANNED
Chanhassen City Council — June 22, 2015
Councilman McDonald: I have a question about item 7. Did we as a council ever get around in
our work session to approving that?
Mayor Laufenburger: Actually Mr. Sticha do you want to answer that question? This is an item
D(7).
Greg Sticha: Item D(7) is the letter of intent that we discussed in the work session this evening
so that is part of the consent agenda. If you wanted to have a separate discussion on it we could
do that.
Councibnan McDonald: Well I just want to make sure that we as staff had, if we needed to take
a vote on it or you know voice opinion that we had an opportunity to do that.
Mayor Laufenburger: Would you like to have that item off the consent agenda Councilman
McDonald?
Councilman McDonald: No, I think Mr. Sticha has answered by my question unless one of the
other council members feel the need to do so. I don't.
Mayor Laufenburger: Okay. There being no item to be taken off the consent agenda may I have
a motion to approve the consent agenda?
Councilman McDonald: So moved.
Mayor Laufenburger: Thank you Councilman McDonald. Is there a second?
Councilwoman Ryan: Second.
Mayor Laufenburger: Thank you Councilwoman Ryan.
Councilman McDonald moved, Councilwoman Ryan seconded to approve the following
consent agenda items pursuant to the City Manager's recommendations:
1. Approve City Council Minutes dated June 8, 2015
2. Approve Planning Commission Minutes dated June 2, 2015
3. Receive Park and Recreation Commission Minutes dated May 27, 2015
4. Resolution #201540: Approval of Resolution Removing Parcel from the Rural Service
District, 1551 Lyman Boulevard
IS`09
Chanhassen City Council — May 26, 2015
Councilman McDonald: Second.
Mayor Laufenburger: Thank you Councilman McDonald. Any further discussion?
Resolution #2015-34: Councilwoman Ryan moved, Councilman McDonald seconded that
the City Council approves a Resolution of Support for a grant application for intersection
improvements at TH 5 and Powers Boulevard (CSAH 17). All voted in favor and the
motion carried unanimously with a vote of 5 to 0.
CONSENT AGENDA: D(10). CHILDREN'S LEARNING ADVENTURE, 7750 GALPIN
BOULEVARD: APPROVAL OF REZONING OF APPROXIMATELY 14 ACRES
FROM AGRICULTURAL ESTATE (A2) TO PLANNED UNIT DEVELOPMENT-
RESIDENTIAL(PUD-R). AND SITE PLAN REVIEW FOR A 33,000 SQUARE FOOT
CHILDCARE CENTER: APPLICANT: CLA CHANHASSEN, LLC/OWNER:
AMERICANA COMMUNITY BANK.
Mayor Laufenburger: Just give us an opportunity to find this in our packet here. Okay this is a
proposed motion includes the approval of the Planned Unit Development called the Chanhassen
Learning Adventure. Let's begin with a brief staff report if we may. Ms. Aanenson.
Kate Aanenson: Thank you. What you requested last time is we go back and address the PUD
agreement. The site plan so we included that. We went through with the plan itself and
Councilmember McDonald asked specifically if there was lighting on the top tower of the
building and we went back to the drawings that were presented at the Planning Commission at
the staff level and that was never shown so we recommended that that not be included. I did talk
to the construction representative for the Children's Learning center and they said they wanted
that included and we, or staff s position was that because it was not represented at the Planning
Commission and in the reports itself. I just want to clarify again where we are on this site. So
this is Galpin Boulevard. This is Highway 5. West 78s'. There's also, while these neighbors
behind came to the meeting and that was mostly Vasserman Ridge. There's also a subdivision
across the street on Highway 5 that would also be looking at that. We did modify the conditions
of the, as per your request to meet what our standards are for illuminated signs so that was the
10:00 p.m. to 6:00 p.m. and resolving the Nits. How bright it could be and the intensity so that
was a condition of approval. Then we also addressed the location of signs. Signs are permitted
facing streets so they can have signs facing Highway 5, Galpin Boulevard, and West 78w. Right
now they had a sign that's actually facing, it would be on the west elevation which does not meet
code. Even if they put them on the West 78' that fagade isn't as high and there will potentially
be a building in front of that at a lower scale so again when we put this PUD together, this PUD.
This use was not a permitted use in the zoning district. We had a lot of requests when we
updated our Comprehensive Plan to put commercial in there and the neighbors didn't want
commercial. Nor did the staff so we kind of ended up with a commercial looking building in
there and because it's a PUD you know the staffs position is that we try to make it blend within
the neighborhood so with the height of that which you agreed to go higher. The Planning
Commission recommended even higher than what the staff had recommended, 37 feet so this is
one of the tallest buildings in the area and with the additional lighting staff recommended again,
15 SCANNED
Chanhassen City Council — May 26, 2015
because it wasn't represented that it not be permitted so we have modified the conditions to state
those two things. Otherwise I think the conditions are pretty much what was shown.
Mayor Laufenburger: Okay so Ms. Aanenson what we have in front of us here is really, this is a
result of the discussion that took place at our last council meeting where there was substantial
discussion about give and take. What was acceptable. What was unacceptable and I recall that
though we could have approved it last time, the direction that we gave to staff was to work
through all the details and then come back with a finished document, is that correct?
Kate Aanenson: That's correct.
Mayor Laufenburger: Okay, alright. We have Mr. Coyle, I think you're present here. I'm going
to give you an opportunity to speak. Just state your name and your address and you specifically
asked for this to be taken from the consent agenda, which is certainly within your ability to do
so, so tell us a little bit about what your concern is.
Peter Coyle: Thank you Mr. Mayor, members of City Council. My name is Peter Coyle. I'm a
land use counsel for Larkin -Hoffman and I'm counsel to the applicant Children's Learning
Adventure this evening.
Mayor Laufenburger: Okay.
Peter Coyle: I think that Ms. Aanenson has ably stated the staff report and also identified the
two issues that we want to just briefly seek your indulgence on this evening. The first relates to
the crown lighting. The submission that was made erroneously excluded it from the lighting
package. We are requesting that the council allow lighting of the crown, consistent with the
other lighting restrictions that are imposed on the project itself In other words when the lights
have to go off for the other elements of the project per your approval, the crown would have to
also be shut down. We reviewed the graphic with the neighborhood and did not get objection to
it so I just want you to know that but that would be one of the items of the proposed PUD that we
would ask that you modify to allow. Apologize if this wasn't included in the first instance and
part of the discussion when this was before you 2 weeks ago. The second item relates to the
placement of a small sign. Not a small sign but a sign on the west side of the structure. Early on
in our discussions with the neighborhood we agreed that the face, the north face of the building
would not have any signage and would have minimal lighting subject to whatever public safety
requirements there are.
Mayor Laufenburger: So just for clarification. The north face would be that which is facing the
78`s Street, is that correct?
Peter Coyle: I'm sorry, it would be the, it would be facing to 78'h Street correct. So it's the
bottom face.
Mayor Laufenburger: So I would call that the back.
Peter Coyle: Yes, correct.
z
Chanhassen City Council — May 26, 2015
Mayor Laufenburger: Okay. Alright.
Peter Coyle: And as you can see it does not contain any signage.
Mayor Laufenburger: Okay.
Peter Coyle: Now it's our understanding and it's my belief and Ms. Aanenson can correct me if
I'm wrong, that we could have signage on that face because it faces to 78a'. We committed to the
residents that we would not do that. We did however ask that there be signage on both the east
and the west faces of the building on the belief that they also faced frontage. Just by way of
illustration the west face would include, this isn't the depiction of the location but this would be
the signage that would be on the west face. It's not advertising in the sense of promoting
Children's Learning Adventure. It's really informational signage but that would be the
approximate scale of the signage and it would be the same thing as is allowed per the resolution
on the east face which is this Preschool information. So that's the second request. It's
something that staff recommended against. I'm just hereto make that request of you this
evening along with the lighting request and those are my comments. I really appreciate the
chance to be here.
Kate Aanenson: So while there's no signage right now proposed, that elevation is quite a bit
lower so again there's, while the residents may have acquiesced on the West 78's side, there's
still residents on the other side that are impacted by the visual impact. There is a potential for
future building out on West 78'. It could be an office of some sort. That's what's permitted in
that district so that building would also want signage on West 78a' so there will be signs on West
78`s in the future and this side is significantly lower. The back side of the building is
significantly lower and that's part of the reason why to put it on this side is to get the vertical
visibility why that side is so high so that was our rationale for that.
Mayor Laufenburger: Okay.
Peter Coyle: Mr. Mayor I don't have anything else to add. Those are the two items I wanted to
raise with you this evening. I appreciate the opportunity to speak to you.
Mayor Laufenburger: Okay just for.
Peter Coyle: ... respond to questions.
Mayor Laufenburger: Yeah, just for clarification. So your first, specifically your first request is
to have the bright lights around the, there's a word you used for that.
Peter Coyle: The crown.
Mayor Laufenburger: The crown of the rotunda, is that correct? It's the rotunda is on the inside
but it's the, it's what occupies outside above the rotunda.
17
Chanhassen City Council — May 26, 2015
Peter Coyle: Yes.
Mayor Laufenburger: Okay.
Kate Aanenson: CanI just, yeah. I think just too, I think it's called a neon band. I think that's
what your, so I want to, it's this but it's technically a neon.
Peter Coyle: Yeah...
Mayor Laufenburger: Okay.
Peter Coyle: So that's the first item.
Mayor Laufenburger: Okay. And then the second item is you want what you describe as
informational signage on the west and on the east.
Peter Coyle: Well the east face is allowed per staff s recommendation.
Mayor Laufenburger: It's on Galpin.
Peter Coyle: It's the west face that would be technically facing the 78'.
Mayor Laufenburger: Okay. You used a term Mr. Coyle, you said it's not something. it's
informational signage. What?
Peter Coyle: It's not advertising...
Mayor Laufenburger: Not advertising, okay.
Peter Coyle: ....for Children's Learning Adventure in the same way that their frontage signage is
facing to 5.
Mayor Laufenburger: So.
Peter Coyle: But it is signage.
Mayor Laufenburger: Okay. And you say it's not advertising. How is the signage on the west
different from the signage which is on the front or the east?
Peter Coyle: It's not different at all. If you look at this image.
Mayor Laufenburger: Same lettering. Same size letters.
Peter Coyle: It just promotes the preschool.
Mayor Laufenburger: Same back lighting?
Chanhassen City Council — May 26, 2015
Peter Coyle: Exactly. Exactly.
Mayor Laufenburger: Okay. Okay, alright. Thank you Mr. Coyle. If you just wouldn't mind.
Any council members have any questions for W. Coyle? Councilwoman Tjomhom.
Councilwoman Tjornhom: Good evening Mr. Coyle.
Peter Coyle: Good evening.
Councilwoman Tjornhom: When you presenting to us and talking about the crown lighting you
made a statement that the neighborhood didn't object to it.
Peter Coyle: Yes.
Councilwoman Tjornhom: You said that you talked to them recently and they didn't object.
Peter Coyle: Yes.
Councilwoman Tjornhom: So tell me how that happened.
Peter Coyle: The gentleman who was here at the last, at the last City Council meeting who's
name is now going to escape me.
Mayor Laufenburger: Larry Martin.
Peter Coyle: Larry Martin, thank you sir. Has been the contact for us with respect to the design
details as the project has evolved. We had the initial meeting as you know some time ago. I
called Mr. Martin. I PDF to him a copy of the graphics and asked him to review it. They had a
neighborhood meeting that evening or an association meeting that evening, at least as he related
to me, and he responded the next day that they did not have an objection so that's what I know.
And if that's contradicted by something else that you've heard I can't speak to that.
Kate Aanenson: Again if I could just add to that. Mr. Martin may be representing West 78a , the
association.
Mayor Laufenburger: Vasserman Ridge.
Kate Aanenson: Right, Vasserman Ridge but what I'm saying is, this side is also equally
impacted and that was never disclosed as part of the public hearing. They haven't had an
opportunity to weigh in and that was my point.
Mayor Laufenburgcr: Councilwoman Tjornhom did you have a follow up of any sort?
Councilwoman Tjornhom: I'm not sure if this is for Kate or Mr. Coyle but when it comes to
signage do we have a different standard if it's informational versus advertising?
19
Chanhassen City Council — May 26, 2015
Kate Aanenson: Well the way that our sign ordinance says is based on how much square foot
area you have so obviously by putting a bigger fagade on there, again that's where that extra
height that they requested allows them. It's capped out. We try to put a ratio between the,
there's a diminishing return after you get such a big building that you can't have a monster sign
so this was capped out at a certain square footage so it's up to them as to where they want to
place that so they're only allowed a certain square footage. Some of these signs might have, I
put that in the report, might have been slightly too large as was the wall sign but it's all can be
resolved. It's just a little bit larger than would be permitted so you're having the same message.
You know Afteischool, Preschool on all sides of the building. Again trying to capture that so my
point being is on the back side there will be another building in the fixture more than likely that
will also have signs on the front and on the back side they will also be lower. So what the
ordinance, the sign ordinance, the interpretation we've made in the past is that the City could use
the discretion to say well you get street signs on a public right-of-way is where you're allowed a
sign. You could choose to say that in this instance we could move it to a different side so this
would be limiting them if you chose to say well we're okay with putting it on the west side. That
that would be it. That they've used that signage so they wouldn't put it on the, anything on the
back side where they would have that right.
Councilwoman Tjomhom: And so the parcel that you're talking about that it's yet to be
developed.
Kate Aanenson: Correct.
Councilwoman Tjomhom: Where there is a potential building. Would they be held to the same
standards as?
Kate Aanenson: Well if they have frontage on Galpin, which they more than likely would, could
be on the corner there and West 781', they could have signage on Galpin and West 78's so that
would also face the neighborhood so I'm saying there will be signs and that building could be an
office building up to two stories tall too.
Todd Gerhardt: Mayor and council I just.
Mayor Laufenburger: Mr. Gerhardt.
Todd Gerhardt: Want to provide a comment. This is a PUD so city ordinance really doesn't
comply in this situation. It's a give and take scenario. You establish the standards that are
within the PUD that the development has to stand by so just wanted to make sure that you
understood those rules that go along with the PUD.
Kate Aanenson: Yeah to Todd's point, if you look at what we did at Primrose, that's all brick.
The Primrose school down on Lyman and 101 so there's different standards. So this one we
didn't make them do all brick. They got a pretty tall building so we're just trying to say, and as
Todd was alluding to, kind of that, the trade off for the PUD. Trying to be more sensitive to the
20
Chanhassen City Council — May 26, 2015
neighborhood. We think being more sensitive to the neighborhood, eliminating that additional
lighting on top would be more sensitive since it was not disclosed at the original public hearing.
Mayor Laufenburger: Don't go away Mr. Coyle. We may have some more questions okay.
Councilwoman Tjornhom.
Councilwoman Tjornhom: Just one little one, I'm sorry.
Mayor Laufenburger: Sure, that's alright. That's what this is for.
Councilwoman Tjornhom: During the last meeting when you were here and was this the picture
that was presented to us when it came to the building?
Kate Aanenson: No, because they didn't show lighting on that before.
Councilwoman Tjornhom: No, okay. Okay, that's what I was going to ask.
Kate Aanenson: Yeah because Mr. Clement he was asked, I think Mr. McDonald asked if there
was lighting, up lighting and he said no because I think, and you agreed. There was a
miscommunication. It wasn't until we were going through this with the architect and I was
speaking to him and he said oh no, no. We intended lighting. It was never shown in the plans
that were submitted to the City. That's kind of where I'm saying well I don't know if we've
really disclosed it to the rest of the.
Councilwoman Tjornhom: And I'm sorry I could have looked I guess in the past packet but I
just wanted to see if this is what was presented to us. This exact picture with the lighting.
Kate Aanenson: No.
Councilwoman Tjomhom: And it just was never.
Kate Aanenson: No.
Mayor Laufenburger: I think, I'm with you Councilwoman Tjomhom. What I recall was Mr.
Clements took us through a printed brochure which essentially showed daylight material so there
was really, I don't recall that there was any night time, night time photos that were taken of
Cady, Texas or wherever the other ones were so. Any questions or, Councilwoman Ryan?
Councilwoman Ryan: Mr. Coyle just in terms of the lighting, or the sign on the west side. How
do you not have a sign on the west? Is that not part of the structure of the building? So if that
was not there, because obviously it's a call to where parents are to pick up, is there an alternative
spot for the sign? Would the structure of the building have to change?
Peter Coyle: Mr. Mayor, council member. The face to Highway 5 includes these two signs.
What we are proposing, just so we're clear is that the east face and the west face would have the
same signage replicated. Not both signs but one of each. So this face, which would be the west
21
Chanhassen City Council — May 26, 2015
face would have Afterschool also included. And the east face would have Preschool so they're
informational to that degree and as I indicated we're not proposing to include any signage on the
north face, which is to the residents across 781h so the building itself would not change. I guess
we would go without that sign on the west face. That would be the direction of the council based
on your approval if that's the results.
Kate Aanenson: And just to be clear you're not looking at the entire sign package but there's
also a, a monument sign on Galpin Boulevard so that also gives directional information too. So
there's directional sign internal.
Mayor Laufenburger: Is that monument sign close to the right-in/right-out entrance? Is that
where that monument is or is it?
Kate Aanenson: Yeah, it's closer up that way, yes.
Mayor Laufenburger: Okay.
Kate Aanenson: Actually it's at that location, correct.
Mayor Laufenburger: Okay. So did I hear this correctly Ms. Aanenson, that there is, that the
word Preschool is acceptable on the east or the Galpin facing side of the building, is that correct?
Kate Aanenson: That's correct.
Mayor Laufenburger: So that is there. So the only change that Mr. Coyle you're advocating is
putting the word Afterschool as an informational sign on the west side.
Peter Coyle: That's correct.
Mayor Laufenburger: Okay, alright. So any other, well did you have another question
Councilwoman Ryan?
Councilwoman Ryan: I did not, thank you.
Mayor Laufenburger: Councilman McDonald you had a question
Councilman McDonald: Yeah I've got a couple questions. Let me just walk through all of this.
The picture that's up here right now what that appears to be is up lighting. In other words there
would be lights down inside the crown that are shining up of a higher intensity but while ago
when Ms. Aanenson was talking with you, you said it was a neon strip.
Kate Aanenson: I said that.
Councilman McDonald: Okay, well what's there is not a neon strip. What is going to be there?
Is it a neon strip or is it actually that looks like flood lighting that would shine up and then you
know the light would diffuse off the dome.
22
Chanhassen City Council — May 26, 2015
Peter Coyle: I can't speak to the technology specifically council member but I believe it's
recessed. It may well be neon in source but it's recessed to the degree that it creates the effect of
the lighting that you see but the light source itself is shielded is my understanding.
Councilman McDonald: Okay. And I think from last time when we were talking about the
hours of operation you're closed at 6:00 pm is that correct?
Peter Coyle: Correct.
Councilman McDonald: And I think that what we talked about was applying our city standard
that we've done in a few other areas where by 10:00 all the lights go off and you all seemed to be
in agreement with that.
Peter Coyle: And we still are.
Councilman McDonald: Or would you be in agreement to reducing that lighting down by 8:00
because you know does it really buy you anything for those additional 2 hours?
Peter Coyle: Mr. Mayor, council member. We'd be grateful for whatever support you would
choose to grant to the project in that respect.
Councilman McDonald: Okay. I guess I would you know bring it back to the council and also
to staff. I mean would that be acceptable as a compromise in all of this that at least by 8:00 then
the lights would go out and that would have a minimal effect at that point upon the
neighborhoods.
Kate Aanenson: Well to be clear we did go through the sign package. We did some questions
on that. We don't allow up lighting in the city except for the American flag or flags of the State
so this building does have a significant amount of up lighting that they've told them they would
have to change so I'm not sure if this is up lighting or neon lighting but it's, it's going to be
pretty bright along the skyline. It's 50 feet up in the air so I'm.
Councilman McDonald: No, I agree.
Kate Aanenson: It's a PUD and I'm just, I just want to make sure when we get calls that
everybody understands that you know that we're trying to do sensitive. That's why we picked
the PUD and try to make it fit into the neighborhood and while Mr. Martin may, he's
representing Vasserman Ridge, you're 50 feet up. It's also going to effect some of these other
people behind the Kwik Trip and the like too so I just want to be clear on that.
Councilman McDonald: Well that's why I'm asking the questions. I mean there's a difference
between a neon strip around the dome and up lighting. That's a big difference in you know the
visual effect to the homes to the north and also the homes across the street so that's why I was
wondering okay, what kind of light are we actually talking about because that could make a
difference. But then the other thing is that if you're willing to explore the possibility of reducing
23
Chanhassen City Council — May 26, 2015
the lighting earlier than what we had talked about before, I'm posing a question before council
and also staff, would that be a compromise that would be acceptable?
Peter Coyle: Mr. Mayor and council member could I just clarify what you're suggesting there?
Councilman McDonald: Certainly.
Peter Coyle: We would certainly prefer to keep the 10:00 shut off time for the project as you
thought you were accepting at last time.
Mayor Laufenburger: All lighting.
Peter Coyle: Yes. If you're suggesting a limitation on the crown lighting be 8:00, I mean we'll
certainly be grateful for that support but I would not be in a position to authorize the reduction of
hours for the rest of the lighting for the building.
Mayor Laufenburger: Right.
Peter Coyle: Just to be clear about that.
Mayor Laufenburger: And I don't think Mr. Coyle that that's, the staff isn't recommending.
Peter Coyle: Understood.
Mayor Laufenburger: Yeah they're recommending the 6:00 am to 10:00 pm, am I correct on
that?
Kate Aanenson: For the rest of the lighting and.
Mayor Laufenburger: For the lighting that is in the staff recommendation which right now does
not include a dome light of any sort.
Kate Aanenson: That's correct. We're saying no dome lighting, correct.
Mayor Laufenburger: Alright. Mr. Campion, did you have a question?
Councilman Campion: I have one pretty focused question. So on the rotunda for the up lighting,
do we have any other examples in the City where we have a, I don't know lumens or a brightness
limitation on lighting so that it, you know it's not this glowing structure that you.
Kate Aanenson: We don't have anything this high or this tall and it's bigger than the movie
theater sign. We don't have anything like this in town so I can't, we do have, we do have
regulations on the lumens but.
Todd Gerhardt: Kate you referenced that right now the ordinance doesn't allow for up lighting.
24
Chanhassen City Council — May 26, 2015
Kate Aanenson: Correct and so that's why I'm trying, you know it's an up light. It's really not,
in my opinion it doesn't meet that definition to be that type of feature.
Todd Gerhardt: Typically what Mayor, City Council members, typically what our ordinance
allows for is individual letters to be lit. There can be accent.
Councilman Campion: Or back lit.
Todd Gerhardt: Or back lit but there can be some smaller accent lighting. The landscape
lighting but not to the effect of up lighting or in some cases there has been applications of neon
being used but not enough to make a glow.
Councilman Campion: Now Kate the other up lighting you're talking about, the image we're
looking at here would be the, the signs that are shining onto the building.
Kate Aanenson: Correct.
Councilman Campion: The lower.
Kate Aanenson: You're right, it's these up here. Yeah if they're landscaping pointing down but
if they're, they had some that were shining up on the building so that, those are the ones. Those
are a nuisance complaint.
Mayor Laufenburger: Yep. We understand.
Kate Aanenson: We have a history of that and.
Councilman Campion: That's what I wanted to throw out is maybe an alternative to having the
crown lights turned down earlier than the rest of them might be to specify lumens limitation on it
so that it, you know the glow is more limited in nature.
Kate Aanenson: My concern is we're going down a slope where we don't permit them and we
have no criteria why we're basing to say that we're going to let them do it when it's a PUD and
we're saying that you know now, you know with a zone that wasn't really even permitted we're
going to let it go in and then we're going to give it all this extra lighting.
Mayor Laufenburger: Thank you Kate. Any other questions for Mr. Coyle? I have a couple Mr.
Coyle. I think of advertising as creating a brand and in the case of Children's Learning
Adventure everything is a brand. You know the building. What you do. The programs, all of
that is a brand and I also think of advertising as doing something which leaves an impression
with the audience, whoever that audience might be that is a memorable impression. There's no
question in my mind that this building is going to leave a memorable impression. With or
without lights it's presence on Highway 5 is going to be a memorable impression and while I
don't disagree with your usage of the word informational, bright light Preschool. Bright light
Afterschool on the south facing and on the east facing, that's, I don't think that's so much
instructional as it is advertising so I'm sure that Rick and Cheryl they have a brand that they
25
Chanhassen City Council — May 26, 2015
want to create. Now I'm expressing to you my view on this because I've spent time in this
industry and understanding the importance of making an impression. So that's my view on the
signs. And do you have, Kate can you bring up a visual depiction that would show landscape as
well? Landscaping. Like trees and stuff. Yeah, could you show that. Mr. Coyle do you think,
is this a fair representation of what you think that overall land will look like?
Peter Coyle: Oh boy.
Mayor Laufenburger: Maybe I should ask that question of Ms. Aanenson.
Peter Coyle: Yeah, I'm sorry Mr. Mayor. I'm not.
Kate Aanenson: It's going to be a while before it gets to that level so I don't think it will be that.
Mayor Laufenburger: But is this a fair depiction of what the building looks like?
Kate Aanenson: The building, correct.
Mayor Laufenburger: Okay, so that means the word Afterschool would be on that tallest wall on
the west side which eventually will be.
Kate Aanenson: Would be over here.
Mayor Laufenburger: Blocked by trees.
Kate Aanenson: It could be.
Mayor Laufenburger: Could be potentially blocked by trees, okay. I do have one question.
You, I don't want to make a big deal out of it but you said that this lighting was excluded from
the original plans. Do you know why that was Mr. Coyle?
Peter Coyle: Mr. Mayor I don't think I mentioned excluded. I think it was omitted. I think we
just made a mistake.
Mayor Laufenburger: Omitted? Oh okay, alright.
Peter Coyle: It was unintentional is what I'm saying.
Mayor Laufenburger: Okay.
Peter Coyle: I think it was just a mistake.
Mayor Laufenburger: Okay. I think you understand and Mr. Gerhardt said this pretty clearly
that a PUD takes a development outside of the ordinances and we as a council are obligated to
look at it as a whole and our obligation includes looking at it when it comes to us as a whole and
I can't speak to how much council members looked at well we're going to give this but we're not
Chanhassen City Council — May 26, 2015
going to give that. But we can never know what the council might have done had the lighting
been included with the original PUD, you follow what I'm saying Mr. Coyle?
Peter Coyle: Understood. You bet. You bet.
Mayor Laufenburger: Okay, so here's my recommendation and that would be, I would like to
see a motion of the original recommendation from staff and then we're going to pause to see if
there's an amendment emerges for either lighting, signage or the other. Does that sound
acceptable Mr. Gerhardt?
Todd Gerhardt: Yes.
Mayor Laufenburger: Okay. Any member of council wish to make a motion to that effect.
Councilwoman Tjomhom: I will go ahead and make a motion.
Mayor Laufenburger: Councilwoman Tjornhom.
Councilwoman Tjornhom: Mr. Mayor I'd like to make a motion that the City Council approves
the Planned Unit Development rezoning ordinance, site plan for a 33,032 square foot building
subject to conditions of approval and adoption of Findings of Fact.
Mayor Laufenburger: Okay, thank you for that motion. Is there a second?
Councilman McDonald: I'll go ahead and do a second on this but then I have a question.
Mayor Laufenburger: Alright Mr. McDonald we have a second, thank you. Now is there
discussion or questions?
Councilman McDonald: I have discussion.
Mayor Laufenburger: Okay, Mr. McDonald.
Councilman McDonald: Okay if I understand you what you're kind of looking for is would
someone up on the council want to add an amendment concerning lighting, is that?
Mayor Laufenburger: Yeah. My desire council members is to put essentially a base in place
which I believe reflects the direction that was given to staff at our last council meeting and staff
came back with that and that's the motion we have in front of us. But we also have the
comments from Mr. Coyle where he would like to have a couple changes and all I'm asking is, is
there somebody on the council that would like to make changes reflecting any portion of Mr.
Coyle's request.
Councilman McDonald: Okay then I guess I have a follow up with that because where are we at
with the time limits for having to take action upon this PUD?
04/
Chanhassen City Council — May 26, 2015
Mayor Laufenburger: That would be a question for Ms. Aanenson.
Todd Gerhardt: I think you have, what is it?
Kate Aanenson: I don't have my whole case with me here.
Todd Gerhardt: We can initiate another 60 days so we'd need that from the developer but I think
we're right at the first 60 if I remember right.
Councilman McDonald: Then could I ask a hypothetical of Mr. Coyle?
Mayor Laufenburger: Sure.
Councilman McDonald: If we were to look at lighting and if there were to be a friendly
amendment to this motion to say basically okay we're probably okay with lighting but just not
the type of lighting that you're currently proposing to us and we would ask you to go away.
Work with staff. Come up with something that could be acceptable. Would that give you
enough time to propose something to bring back to us?
Peter Coyle: Mayor and Councilmember McDonald, it's a very fair request and I appreciate it.
Since I hadn't contemplated that question by showing up tonight I think what I should do in the
interest of my client is to, with respect to that specific suggestion ask you to take action this
evening in whatever manner you feel is appropriate. We'll continue to, at least on our side of the
table explore the lighting question based on the comment and at least present it back to staff and
see whether it merits bringing it back in front of the council for consideration but I'd prefer not
to hold the project longer by the additional time as you suggested. If that were a condition of
approval we certainly would work with that with an understanding that if we can't reach an
accommodation on the lighting then it would not be allowed but as I sit here tonight I'd rather
ask that the council move forward with the approval if it's going to grant it.
Mayor Laufenburger: Okay, thank you for your comments Mr. Coyle.
Peter Coyle: Thank you very much.
Councilman McDonald: And then Mr. Mayor a question for Ms. Aanenson then. If we vote on
this the way it is, are they allowed to come back and say hey we want to make these changes and
you could bring something back to us as an amendment?
Kate Aanenson: Yes. You can always amend a PUD.
Councilman McDonald: Okay. Okay, I'm finished Mr. Mayor.
Mayor Laufenburger: Okay, thank you Councilman McDonald. Any other discussion or
comments?
Chanhassen City Council — May 26, 2015
Councilman Campion: I was about to ask the same question that Councilman McDonald asked
so.
Mayor Laufenburger: Okay. Ms. Aanenson, could you just clarify what you just said? Your
statement was.
Kate Aanenson: You can come back and amend the PUD. So right now you're approving the
standards of the PUD as submitted by the staff.
Mayor Laufenburger: Right.
Kate Aanenson: So if the applicant wants to come forward and bring some more detailed
information for you regarding the lighting, the intensity and it'd be nice to get the photometrics
to see how big the area span is. Some additional information for you and kind of look at that
whole package, then we would come back. They could apply for a PUD amendment.
Mayor Laufenburger: And that PUD amendment, does their application for a PUD amendment
automatically bring it to council eventually or does it go through staff evaluation?
Kate Aanenson: It would go through staff evaluation fast and then we'd hold the public hearing
at the Planning Commission and that would come back up to you.
Todd Gerhardt: A new application.
Mayor Laufenburger: A new application.
Kate Aanenson: Yes, correct.
Mayor Laufenburger: Okay. Is there any further discussion or comment? So we have a valid
motion to approve the PUD rezoning ordinance, site plan for 33,000 square foot building subject
to conditions of approval and adoption of the Findings of Fact. That is our motion and we have a
second.
Councilwoman Tjornhom moved, Councilman McDonald seconded that the Chanhassen
City Council approves the Planned Unit Development rezoning ordinance, and Site Plan
for a 33,032 square foot building subject to the following conditions of approval and
adoption of the Findings of Fact:
Site Plan:
Building Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
29
Chanhassen City Council — May 26, 2015
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting systems.
Enpneerine
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site
plan to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese ehn to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 78t° Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast comer of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree/brush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
tic
Chanhassen City Council — May 26, 2015
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Plannine
The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply
with size standards in the city code. The monument sign shall comply with city code.
Separate sign permits are required for signage.
Water Resources Specialist
The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6) inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
31
Chanhassen City Council — May 26, 2015
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection
device. See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 2 ] -day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as
impaired for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the
Minnesota Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
tN
Chanhassen City Council — May 26, 2015
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land
owner as required under the MS4 permit. This agreement shall be recorded against the
property.
26. An operations and maintenance manual shall be prepared by the applicant for the
bioretention features. This shall address the planting schedule, establishment period as well
as presumed long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
All voted in favor and the motion carried unanimously with a vote of 5 to 0.
Mayor Laufenburger: Thank you council. Thank you Mr. Coyle.
Peter Coyle: Thank you very much for your time. Appreciate it.
Mayor Laufenburger: Ms. Aanenson. That concludes our business.
COUNCIL PRESENTATIONS.
Mayor Laufenburger: Is there any council presentation this evening?
Councilwoman Ryan: Mr. Mayor?
Mayor Laufenburger: Councilwoman Ryan.
Councilwoman Ryan: I don't have a formal presentation but I just wanted to comment on
something that the City is doing that I think should get public recognition and it came from the
meeting Minutes from the staff meeting last Tuesday that Mr. Gerhardt sent out and it's just what
we're doing. As a City what we're doing on an environmental front that I think should be
33
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: 4.3 miles and this adds an additional what?
Paul Oehme: 1.4.
Mayor Laufenburger: 1.4 so obviously what will be important is the communication to citizens
related to when activity is underway and as Councilwoman Ryan asked regarding the closure,
obviously that will impact people that are in this area. We just need to do a very good job of
communicating with citizens using all the ways you have done in the past so thank you for how
you've done it in the past. I know you'll do a good job this summer as well. We have a motion
and a second.
Resolution #2015-30: Councilwoman Tjornhom moved, Councilman Campion seconded
that the City Council adopts the attached resolution accepting the bids and awards the
contract for the 2015 Street Rehabilitation Project #15-02 to Park Construction in the
amount of $998,317.80. All voted in favor and the motion carried unanimously with a vote
of 5 to 0.
Resolution #2015-31: Councilwoman Tjornhom moved, Councilman Campion seconded
that the City Council adopts the assessment roll for the City Project #15-02, Kerber
Boulevard Street Rehabilitation (Powers Boulevard to West 78t6 Street) and the attached
resolution. All voted in favor and the motion carried unanimously with a vote of 5 to 0.
Mayor Laufenburger: Thank you very much Mr. Oehme.
Todd Gerhardt: Mayor, council. Just wanted to add that we may bring a future agenda item
back to you on this. We got such favorable bids on the trail portion that there may be some
larger sections in town that we could update and we're going to work with the contractor over
the next month and see if they would be willing to stand behind their price for some of those
also.
Mayor Laufenburger: Okay. And you're thinking of doing that to the extent that the budget
allows it, the difference between what the bids were and what's in the CIP for that? Is that what
you're thinking Mr. Gerhardt?
Todd Gerhardt: Correct.
Mayor Laufenburger: Okay, alright. Okay we look forward to that. Thank you.
CHILDREN'S LEARNING ADVENTURE, 7750 GALPIN BOULEVARD: REQUEST
FOR REZONING APPROXIMATELY 14 ACRES FROM AGRICULTURAL ESTATE
(A2) TO PLANNED UNIT DEVELOPMENT -RESIDENTIAL (PUD-R), AND SITE PLAN
REVIEW FOR A 33,000 SQUARE FOOT CHILDCARE CENTER, APPLICANT: CLA
CHANHASSEN, LLC/OWNER: AMERICANA COMMUNITY BANK
7
SCANNED
Chanhassen City Council — May 11, 2015
Kate Aanenson: Thank you Mayor, members of the City Council. This item appeared before the
Planning Commission on April 22n1. They voted 7-0 to approve it. I'll spend a little bit more
time talking about some of the comments they had but the application is from Children's
Learning Adventure and they are proposing to do a PUD so you'll see the ordinance also in the
packet and a site plan approval for 30,000 square foot, one story building with outdoor play area
and equipment. So the location is 7750 Galpin Boulevard. As you recall previously on this site
we had a proposal for an apartment project which you gave preliminary approval to 155 units.
We transferred the density over and as a part of that we had to do a comp plan amendment so as
a part of that comp plan amendment, besides the office we went for residential so both land uses
were in effect. This application is going for the office use and proposing a PUD as a part of that
so I'll go through that ordinance in a little bit more detail. So again the rezoning for the 14 acres
from A2 to Agricultural Estates and then Office Institutional and then the site plan. So the PUD
ordinance as included in your packet goes to what the intent is and some of, you know some of
the concern staff raised with it is the intent of the PUD is to be that transition in sensitive areas so
we've got the commercial on the one side. We go back to this map. The gas station and then
we've got the residential homes here. We've also pointed out that this area to the north we
would preserve. Keep that in preserve as this project proposes too so providing that transition
and using the PUD as the tool to create that sensitive transition area. So within the PUD we
talked about, and then the uses that would be there. Always intending if this use was to go away
what other uses would go within that district so those are spelled out in the uses section and then
we also talked about what those setbacks would be from the highway. The Galpin Boulevard
and then interior lot lines. As you know there was a high tension power line along Highway 5.
That came up in the discussion with the apartments too. So then the building height, the staff
had recommended 37 feet. If we looked at what the apartment building was, that was the mid-
point of the apartment building. 37 feet. You'll see in the staff report, excuse me, the cover
memo that went to you from updating the Planning Commission's recommendation. We gave
you a summary of some of the other heights around that area. The Planning Commission you
know had talked about 50 but also supported looking at the 45 so this is one of the taller single
story buildings in the area. I know it was brought up that Paisley Park is tall. That's, this
building is only 70 feet back. Paisley Park's about 170 feet back from Highway 5 and this would
be taller even than the three story office building at Lifetime. So that was the concern that staff
had regarding the single story height and so we had recommended 37 but we would acquiesce to
the 45 that the Planning Commission set kind of for you to visit you know as a potential so the
applicant has shown a 45 on that too. Again looking at the purpose of the PUD and that
transition and then we'll talk a little bit more about some of the, that higher part where it has the
lighting. Again the material and designs meets the city ordinance and then we'll talk a little bit
about access in a minute. So this is the site plan itself. So if you look at this area here, this is the
taller part of the building. One of the concerns that the staff had was regarding, even if you look
at the gas station lights that are 30 feet, this is high. There's no specificity regarding
illumination. How long it will be lit. Again this would be the lightest thing going down
Highway 5 so that was just some of our concerns and that still hasn't been addressed as far as the
limitations of that. I mean that's lit all the time and what the lum's. We did amend our
ordinance because we did have some problems with some of those businesses, even on West 78a'
that had very bright neon that we received complaints from neighbors on that so we just want to
make sure that that doesn't become a neighborhood concern or for some maybe the people that
live behind won't notice it but people across the way may become an issue. So with the site
Chanhassen City Council — May 11, 2015
itself they meet all the setback requirements. You have the outdoor space that go with the
facility. Again the daycare and then they do have potential for, so this is Galpin. This is West
78'b Street. Main access coming in off of West 78'b Street. And then potential for another
building out front here under the PUD you could put another building on there so that is
additional potential. And this is another drawing of the, another illustration of the site plan itself.
Kind of more from a western perspective. So again here's the parapet at 50 feet and it's again
staff is recommending the less than that and then different heights of the building. Again this is
a one story building. It's probably the tallest one story building we have in the community of
that type that's non-commercial. I mean that's not industrial. So here's the 50 foot illustrative.
So this is the area where the lights would be in this, it's hard to see my little red dot there. That
middle round part rotunda where we don't have a lot of specifics on again. The illumination.
Hours of illumination and that again just want to make sure that we address that so it doesn't
become a problem later. Or put conditions and such so here would be at the 45 feet. Again one
of the taller ones we would have. So here's materials and colors. Again it meets the city
ordinance on that. As you can see from the drawings previously those colors. Articulated
building with fenestration. Windows and then again articulation. Some more details on the site
plan itself. You can see more clearly this lot to the north. And that would come in at a future
date. Again access coming in off of Galpin. They did do a traffic study on that and one of the
concerns that the staff had originally would be the right turn movement. The free right coming
out and then people being able to take this left turn in. That was very important to them. They
worked with the County. They do need a County permit on that. It's our understanding the
County working through the designs of that would be amenable to that creating for the
circulation for the site. There is, it does meet the parking standards, which is about 100, just
slightly over. 96 was required and they're slightly over that over 100 so it meets all the parking
requirements but again the front door's on this side so, because they've got the fence so you're
coming around to the front of the building so we were just, obviously they've done this before
but it's a lot of circulation around that side of the building with that many students in the
building. That was our first shock when we saw that they could get up to 300 students which is
the size of an elementary so we were concerned about some of the U-turn movements up there
which are going to continue to be. That has been a concern of the neighbors up there too so we
do anticipate that there still may be some of those people that do the U-turn that want to go back
out but with the right turn out it hopefully would eliminate some of those unless you want to,
depending on the direction you want to go. Again this is kind of a summary of the street access
which I just talked about. I think it was more helpful with looking at the site plan but the traffic
summary is in your staff report and I don't know if the City Engineer had any additional
comments he wanted to add to the traffic study. Unless you had questions on that. I think at this
point we believe that based on what they've told us that they can accommodate that. Again it's a
pretty large amount of trips going in and out. Showed the grading plan. They're managing the
stormwater on site. Again the area to the north will be preserved. That was part of giving for the
PUD. There'll be no development on that north side. Again that was one of the neighbor's
concerns even with the apartment buildings so they're managing their stormwater on site.
Utilities are to on West 78'b so it's easily serviceable. Landscaping plan, there was a few tweaks
to that but that does meet the city ordinance. So with that we would recommend approval of the
PUD ordinance with the change that came out in your staff report. We would recommend that
you go to the 45 foot as opposed to in the PUD where it states the 50 foot. I'd be happy to
answer any questions that you may have.
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: Okay, thank you Ms. Aanenson. Just one clarification. This is an
application for PUD.
Kate Aanenson: That's correct.
Mayor Laufenburger: This is not a concept PUD.
Kate Aanenson: That's correct.
Mayor Laufenburger: This applicant is coming forward with very specifics on what he would
like to do, is that correct?
Kate Aanenson: That's correct.
Mayor Laufenburger: Okay. So this is a PUD process and it's very appropriate for us at this
time to approve or disprove the PUD.
Kate Aanenson: That's correct.
Mayor Laufenburger: Okay, alright. Any questions before I ask if the applicant has any
comments. Are there any questions for staff? Councilwoman Tjomhom.
Councilwoman Tjomhom: When I look at the drawing I guess and I read what's been written
about the parapet. I'm trying to understand what's, you know between 45 feet or 50 feet, what's
really going to make the difference. Aesthetically do you think it's going to look better? And so
it just a height thing because it's just a height thing or?
Kate Aanenson: I think the height thing with the lights and that gives them a lot of visual
impact. So the bigger it is with the lights in there gives them visual impact from a greater
distance and our point is when it went to Planning Commission, why we recommended the 37
feet is this is a transition. You know with the lights in there is a big visual impact along
Highway 5 so our first recommendation was 37 feet. The neighbors at the public hearing, I
wasn't at the public. Based on the Minutes and on staff that the neighbors supported the 50 feet
but my point is, if we're going to do other projects along this corridor, what's the precedent now
you know because we've had light complaints in the past.
Councilwoman Tjomhom: So but you're not necessarily concerned about the neighbors. You're
just, you're just thinking of
Kate Aanenson: Yes I am thinking, I'm thinking of the neighbors. I'm thinking of the general
area. When you have something that tall, I mean it's a one story building that's taller than
Lifetime m that core area. Which really has no use except for illumination.
Mayor Laufenburger: Visual presentation.
10
Chanhassen City Council — May 11, 2015
Kate Aanenson: Visual presentation.
Mayor Laufenburger: Right.
Kate Aanenson: It's not a functional part of the building. It's not a elevator shaft or church
steeple or something like that.
Councilwoman Tjomhom: And that's why I guess I'm trying to wrap my mind around what's
the difference between 45 feet and 50 if it's lit up anyway?
Kate Aanenson: I would agree with you. Well that's what I'm saying. Part of it is.
Councilwoman Tjomhom: Well I'm sorry. I'm being honest.
Kate Aanenson: Well I guess, well that's what we said. Our original staff position was 37 feet.
The Planning Commission wanted 50 and asked the council to maybe consider the 45. Our
original position was 75 it didn't need to be that much taller. Again it's for illumination.
Councilwoman Tjomhom: Thank you.
Todd Gerhardt: Mayor, council.
Mayor Laufenburger: Mr. Gerhardt.
Todd Gerhardt: The applicant is, I don't know if they're intentionally doing this but staff is
looking at it as that they're incorporating a monument sign within their building is the way we're
interpreting it and if you want to put a monument sign in we have conditions for that so this way
they are taking the structure itself and implementing the monument sign into the building. And
the difference between 50 and 45 I guess is 5 feet according to the City Attorney.
Councilwoman Tjomhom: I know. I know. I didn't want to say that.
Mayor Laufenburger: Is it, did we get confirmation from Mr. Knutson on that?
Todd Gerhardt: Yes.
Roger Knutson: I checked the math Mayor.
Mayor Laufenburger: Okay, thank you.
Councilwoman Tjomhom: Listen we just had a $9 million street project.
Mayor Laufenburger: No $900 million dollars.
Councilwoman Tjomhom: He said $900 million.
11
Chanhassen City Council — May 11, 2015
Todd Gerhardt: What's a few zeros amongst friends?
Mayor Laufenburger: I expect though when we have, and I'll give the applicant an opportunity
to speak if they're present tonight and he or she may want to talk a little bit about that. Okay,
any other questions for staff?
Councilwoman Ryan: Mayor.
Mayor Laufenburger: Councilwoman Ryan.
Councilwoman Ryan: You referenced the ordinances that you changed before with some of the
other lighting. Was it the signs? Was it lighting their structures?
Kate Aanenson: It was on the NIT levels on LED lighting so it was really, really bright. We had
a couple signs that were, used that technology so what I'm saying in here is we don't have
specifics on the technology. How long it's going to be lit? Is it lit 24 hours a day? How bright
is in the intensity? I just want to go on the record if this comes out bright. We don't have a
sense, this will be a case study right here.
Councilwoman Ryan: So this would be our opportunity to define exactly.
Kate Aanenson: That's my point because you're putting together the ordinance.
Councilwoman Ryan: Okay.
Kate Aanenson: Thank you
Councilwoman Ryan: And then in terms of when I was looking through this, traffic is one of my
bigger concerns when I look through this project and I know that it was also for when it went
before the Planning Commission. How closely will we be able to work with Carver County on
that whole intersection? I mean I do look at, like you said 300 students and families driving in. I
look at the new Bentz Farm. Just the continued growth on the north side of 5 along Galpin, that
intersection I know we recently made some changes just for pedestrian crossing and it's a busy
intersection for cars. U turns, etcetera and that's probably my biggest. A few other things but
my biggest concern is what's going to be done to that intersection and what influence do we have
or how can we impact that?
Paul Oehme: Sure. Thank you Mayor, City Council member Ryan. You know we did take a
traffic. We did have the developer draft a traffic study and looked at impacts for the intersection
along 78' Street and Galpin and you know there are, there is some increase in the traffic within
the intersection and we are estimating about 3 times as many U turns potentially as there are
today on Galpin. However you know based upon the traffic study that we looked at, you know
it's within standard traffic engineering guidelines basically. The level of service at that
intersection is not anticipated to change. The level of service along, on 78's Street is not
anticipated to change with this development so you know the Carver County has looked at the
traffic study. We've looked at it. When the apartment complex that was previously proposed for
12
Chanhassen City Council — May 11, 2015
this site we looked at that intersection again with that development as well. That had a lot more
impacts than what we're seeing here tonight so we'll be monitoring that intersection and we, like
you had indicated, we did make some pedestrian modifications to that intersection but moving
forward as growth does take place within, along 78m Street or Galpin we will make changes as
necessary. You know it's right now a two way stop along the minor approaches. Maybe in the
future we'll have to look at some other improvements in that intersection. You know we've
talked with Carver County about roundabouts potentially in the future when traffic warrants it so
I think that would definitely help the U turn issue that we might be seeing.
Councilwoman Ryan: Because you couldn't have a 4 way stop that close to a stop light.
Paul Oehme: Right.
Councilwoman Ryan: The intersection of 5.
Paul Oehme: Yeah it's very difficult because the queuing potentially would impact the
operations of an intersection at Highway 5 so roundabouts have been talked about so I think
there are some tools that we can look at in the future if traffic were to become an issue and
accidents were to be you know prevalent at that intersection.
Councilwoman Ryan: And that's what warrants a change is accidents? Is that how you monitor
it?
Paul Oehme: We monitor it not just with accidents. We monitor it with growth and traffic. We
monitor it with back up's in the intersection. How much time delays are at the intersection.
How much pedestrian we're seeing at those intersections. All those type of baselines and type of
data we look at potentially requests or make modifications to those intersections.
Councilwoman Ryan: And just so I'm clear on my concern is because of the timing. If you look
at the timing of the drop off, I know the applicant has said that there's some variation but it's still
going to be a window of 6:30 to 8:30 and you're pulling from all those homes that are going to
Bluff Creek Elementary School and so they're all going to be coming in at that same time and so
again I just want to express my concern with that piece so as long as we're watching over it.
Paul Oehme: Yep, we're going to be monitoring it especially when it opens up in 2016-2017 so
then we'll see how it goes.
Councilwoman Ryan: Okay. And then in terms of different lighting, not the rotunda lighting but
in terms of the lighting for the parking lot, sensitivity to the neighbors in Vasserman Ridge and
that area. What are the City's expectations for the lighting and the parking lot?
Kate Aanenson: They'll have to submit a lighting plan because they foot candles that can't go
over the property lines and they have to be downcast so they'll have to submit a, I'm not sure if
that was part of the package but before we'd issue permits on that, that they would meet the
City's ordinance on that.
13
Chanhassen City Council — May 11, 2015
Councilwoman Ryan: Okay. And then my last question for you right now is the, on page, well
let me look here. It was on 237 of our report. It was that compliance table. Could you explain
the hard surface coverage? The different, the 42 percent versus the 65 percent?
Kate Aanenson: 65 is for the whole 14 acres so because they're doing a PUD they're able to use
that property on the north side so, so it gives them more opportunity to put more hard cover on
the south side of West 78°i because they're keeping the north side green.
Councilwoman Ryan: And how does that impact then water management and runoff?
Kate Aanenson: Yep, they still have to accommodate that. That doesn't change at all and that's
what the stormwater ponds are. I'm sorry I'm going the wrong way. The storm water ponds that
arc accommodating the runoff and any additional building that would be on there would still
have to be calculated for. They still have to manage quantity and quality and so that's how that's
being treated now and the property to the north is just for their hard cover. Not the stormwater
so there's the ponding that they have to hold rate and volume and the other factor is how much
hard cover can they have.
Councilwoman Ryan: Okay. And I actually have one more question, sorry.
Kate Aanenson: Sure.
Councilwoman Ryan: You mentioned it and it was another thing that I was curious about you
know and I'll ask the applicant as well but that Parcel A. And I know we say that it's going to be
preserved. They say it's going to be preserved. Do we ask to have it dedicated to the City or
what has the conversations been?
Kate Aanenson: Yeah if you look in the ordinance.
Mayor Laufenburger: Kate are you able to find that quickly?
Kate Aanenson: No I'm not.
Mayor Laufenburger: Okay.
Kate Aanenson: I have it highlighted. I need to look at it.
Mayor Laufenburger: Okay. Councilwoman Ryan, let's just hold that and we'll see.
Councilwoman Ryan: We can come back to that.
Mayor Laufenburger: Okay, thank you very much. Any other questions for staff . Abight at
this time I would like to, if the applicant is present I'd like the applicant to join us. Is the
applicant present? Would you just step up to the microphone. Tell us your name, your address
and, okay.
14
Chanhassen City Council —May 11, 2015
Mike Clements: Certainly, my name is Mike Clements. I'm from Chandler, Arizona and I'm
here with Children's Learning Adventure.
Mayor Laufenburger: Great, nice to have you up here from the beautiful metropolitan area of
Phoenix so you said it's Mike Clemmons, is that right?
Mike Clements: Clements. C-1-e-m-e-n-t-s.
Mayor Laufenburger: Clements, okay. Mike, tell us a little bit about Children's Learning
Adventure and what has your interest in coming to Chanhassen.
Mike Clements: Well in the past, I'm going to hand one of these books out going this direction
and I need one of them back to give to Lang Warner when we're done so that he can show the
homeowners association. These are photographs.
Mayor Laufenburger: Did you mean Larry Martin?
Mike Clements: Larry Martin, I'm sorry.
Mayor Laufenburger: Okay. Alright.
Mike Clements: These are the actual, these are actual photographs of Children's Learning
Adventure centers that we have across the United States so we'll use these to illustrate a couple
of items and then if you ever met me for a bagel and a coffee I'd get 15 napkins and scribble all
my thoughts because I can't talk with out that so in a minute I'm going to have to steal one of
Kate's pens and draw a few things because I will explain it better if I can do that.
Mayor Laufenburger: Sure. Just a reminder, you may have learned this from the Planning
Commission but there's a camera right above you and it's not focused on your head. It's focused
on that. There we go.
Mike Clements: Okay. So this is the front fagade of one of our Children's Learning Adventures
and as you can see this is a sign on the inside. It's not a sign. It's part of the artwork and I'll
show you that when we get to the interior. It's under cover so that we're not, I don't want to be
perceived as trying to fool anybody that that is not in the interior of this building area. I don't
want to try to fool anybody that that is not illuminated so we'll come back to that any time you
want. I'm going to run through a few of these pictures really fast. You can stop me.
Mayor Laufenburger: Okay, just a moment Mr. Clements. Nann, are you able to display these
for our audience at home? Is that correct? Okay, thank you very much.
Mike Clements: Okay. Stop me anywhere you'd like me to ask questions. The pages are
numbered in the bottom right hand corner and we can always come back to those for reference
later. So we'll skip the summary and there's some information in here about Children's Learning
Adventure that you're not going to be able to see on the screen. Be happy to leave that book
with you. This is Cinco Ranch in Texas. This is the grand opening morning at Cinco Ranch and
15
Chanhassen City Council — May 11, 2015
this picture is absolutely consistent with every grand opening we've had in the last 4 or 5 years.
In fact in Gilbert, Arizona which is the suburb next to where I live in Chandler, Arizona we had
1,230 or 1,250 people show up last Saturday morning to tour and sign up for our grand opening.
As you can see and one of the things we'll come back to, if you'll notice the back of the building
here we have a top of the parapet. It's fairly low. It pops up on the front fapade and then we'll
come back to that so we can reference this picture which is page number 6 if we have questions
on the elevations. When you walk into the interior, when you walk into the rotunda feature that
we have which is a big, we'll have a lot of discussion over this. That's the element of the
building that's 50 feet tall. We want to be really clear. The entirety of the building is not 50
feet. The rotunda is 50 feet. The entry feature represents 17 percent of the front elevation. It
represents 8 percent of the total building elevation so we're not talking about a 50 foot building.
We're talking about 8 percent of the entirety of the building is 50 feet tall. I supplied to staff,
and I don't know if they're in the city packages or not. I've been on the road for a week and so
normally staff mailed me the staff report last time but I physically don't have it. We may have to
refer back to it. We did a calculation showing the average elevation, average height of every
elevation. It was supplied along with the two, the 45 foot and the 50 foot elevation Bob that had
requested. So inside you'll see that in the after school area we have amenities such as the dance
studio. We have a music room where we teach music. We have a dance studio, the classical
dance studio. It can also be used for Yoga. We have a bowling lane. It is a real honest to
goodness Brunswick bowling lane. We have a cooking school, and a lot of times people say well
gee that's a lot of classroom to dedicate for baking chocolate chip cookies but if you think about
it from a curriculum standpoint cooking is counting and measuring and scheduling and it's a lot
more than baking cookies. You can use that to teach a lot of great things and have fun. In the
after school area you'll notice a theme in some of this in the after school area where we have a
lot of venues for public speaking because for example if you can't stand up in front of council
and have a conversation like this, you may be limited in what you can achieve in life, and getting
your point across is important so we start young. There is an indoor multi -purpose basketball
court. Indoor court so it can be used when the after school kids aren't there, it can be used by the
little guys. When the kids come after school when they're either dropped off by the parents but
probably picked up by our buses, they can come into the after school study area and log on to
these hatch tablets and do their homework if we're tied into the school systems. This is the
theater in the after school area. This is for the younger kids. This is a television studio that
doubles as a multi -purpose room and the idea is, again public speaking. If they can do it when
they're 4 without necessarily being cutesy but learning how to public speak and put forth
presentation, then they get to be pretty good at it by the time they're farther along. This is the
math and science lab. The solar system is shown here. It's built into the ceiling. It drops down
and everything is internally illuminated so the sun and stars. The sun, the moon. The whole 9
yards. The art studio is designed and geared for kids from 2 and 3 years old all the way to the
after school aged children. This is the reading reef. It's the library and it's a place to go for
quiet time. One of the things that we do, and I'll interrupt myself and say this here. Most
daycare operators take the children into a room. They let them leave to go out and play a little
bit and then they bring them back into that room. If they have after schoolers they bring a 10
year old from the grade school and they put them in that room when the little kids have gone
home. The last thing that a 10 year old wants to do is be stuck in a room that has a foosball table
rolled into a 2 year old room so you'll notice as we go through some of this we, and I'll explain
how we rotate the children throughout during the day so that number one, they stay focused on
IV
Chanhassen City Council — May 11, 2015
learning. The curriculum stays fun. You don't have discipline problems and that is how we
operate. This is a segregated playground. It's right inside. When you walk in the rotunda it's
immediately on the other side of the rotunda and this is Imagination Island. It's a little city. It's
Chanhassen in miniature. It's a fire department and police department. A bakery and City Hall.
And this is really designed so that the really little guys have a place to play and they don't get
run over by the older children. That's what that's for. This is a picture of our infant rooms. This
is an, and then these progressively get older so these are 1 year olds. These are 3 year olds.
There's the 1 and 2 year olds in the prior. This is the outdoor area of Cinco Ranch just to show
you what we build on the outside. All of the exterior playground is rubberized playground
material just like you'd put in your city parks. The idea is there are no muddy holes to come
home and explain to mom that you were playing in the mud. There's no dragging mud through
the interior of our space. We have a baseball diamond, and I know that the Chanhassen site here
has plenty of room for these so what you're going to see is a baseball diamond. A soccer field.
A basketball field. A tennis court as well as the playground equipment with the shade structures
for the larger, the older children and then the younger children. This picture is for the older
children. This I believe is for the smaller children. This is security at the front door. We require
that every parent, unlike the grade school where grade schools have queuing and you can pull in
and sort of tell the kids to tuck and roll and you throw them out as you're driving along. You
physically have to park. Bring your child in and sign them in. You have to physically park. Go
in. Sign your child out. We are very big on security and we're very big on risk mitigation.
These are a photograph of the hatch tablets in the library. They can take proprietary software
and they also can tie into the school system. So that in a nutshell is, there's more information in
there. I'll leave one of those with you. I do need to take one home and I do need to leave one
with Larry. Any questions?
Mayor Laufenburger: Anything else you wanted to say or would you stand for some questions
Mr. Clements?
Mike Clements: I'm fine.
Mayor Laufenburger: Okay. Any, thank you very much for that presentation. Can you just
clarify for us, how many CLA, may I call them CLA? Okay. How many CLA's do you have
currently in place in the country right now?
Mike Clements: I'm going to ballpark and I'm not being evasive. I'm just, we're moving fairly
rapidly.
Mayor Laufenburger: Okay.
Mike Clements: We have approximately 20 to 25 open. We have 20 to 25 under development
and we probably have 75 that we're working on for real estate acquisitions.
Mayor Laufenburger: And where would you classify the Chanhassen? In the second group on
development or in real estate acquisition?
Mike Clements: I'd say, they're clearly not open. I would say acquisition, pre -development.
17
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: Okay. Alright.
Mike Clements: So you're in that group of 100 that.
Mayor Laufenburger: Not yet in place.
Mike Clements: Right, and when I say 25 I mean 25 CD's in for, construction documents in for
building permits or handing the keys to the operations people.
Mayor Laufenburger: Okay. And of those that you have in place that are operating right now
Mr. Clements, what's the oldest or the, what has been in place the longest?
Mike Clements: Okay let me give you a little bit of history of CLA and that'll encompass that.
Mayor Laufenburger: Okay.
Mike Clements: We've been in the daycare business for about 15 years. Maybe 20. We're a
private owned company owned by a brother and a sister. We were one of the largest Tutor Time
franchisees in the United States. We were probably the largest by volume in any given store. I
don't have factual data but I can tell you that we were very good operators. We sold that
business back to the franchisor.
Mayor Laufenburger: So the Tutor Time products that the brother/sister operated sold back to
the franchisee? Or franchisor?
Mike Clements: We were the franchisee, correct.
Mayor Laufenburger: Okay, alright.
Mike Clements: We wanted to, our Tutor Time's just kept getting nicer and nicer and nicer and
the franchisor kept saying that's not the standard, but it filled the building and the parents liked it
and the kids liked it and so what we did is we made a strategic decision to sell that business back
to the franchisor and start from scratch our own brand. And these were ideas that Rick and
Cheryl had, that had been gelling and improving over about a 15 year period so you'll notice if
you look at our web page you'll see some older buildings that quite frankly aren't as nice as this.
Those were properties that we owned when we sold the franchise. Sold the Tutor Time's back
but they didn't buy our real estate so as we started evolving through, you'll notice in Nevada and
Arizona particularly you'll see the older buildings and then in Texas and Georgia, Colorado
you'll see the newer buildings. So Chanhassen, so we're about 6 years into this evolution of
CLA from scratch.
Mayor Laufenburger: So the Tutor Time's were sold back to the franchisor about 6 or 7 years
ago?
Mike Clements: Correct.
W
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: Is that right? And so what CLA is really, it's the high end Tutor Time that
Rick and Cheryl wanted to product. Tutor Time wouldn't allow them because they weren't
matching so they decided, we think that Tutor Time, a better Tutor Time. There's room for a
better Tutor Time.
Mike Clements: Clearly.
Mayor Laufenburger: Say that 3 times. So okay. And where are Rick and Cheryl located?
Mike Clements: We're all in Phoenix, Arizona.
Mayor Laufenburger: All in Phoenix, okay. Alright. Let's see. And a reference was made to
when you would likely open. Assuming you were to receive the approval tonight, when do you
see ground breaking and when do you see grand opening of that beautiful 1,250 people showing
up like you did in Cady, Texas.
Mike Clements: Well there were 1,198 in Texas and 1,200 in Gilbert so good numbers and we'll
have hopefully more than that here.
Mayor Laufenburger: We'd like to set a record.
Mike Clements: Well we'd like to help you. Okay to answer your question, a summary version
of that is, we have a kick off meeting for our building construction documents last week. With
me is Alan Catchpool with our civil engineering firm. He's here from Minneapolis. CEI
Engineering and we've had the kick off meeting for the construction documents meaning
blueprints and our plans are 3 times as thick as everybody else's as you can imagine because the
finishes are higher end and the complexity of daycare is just more than complexity of a retail
building.
Mayor Laufenburger: So you'll break ground when?
Mike Clements: As soon as we can get a permit. So I suspect we're 60 days to draw plans and
we're probably in the city of Chanhassen 60 days to get a permit so snow and weather permitting
we'd like to start this year and open next year.
Mayor Laufenburger: Next calendar year or next to beginning of next school year?
Mike Clements: I believe if we were a year from today we'd be about, that would be a little
optimistic by a couple of months. It takes about 10 to 11 months to build. Completely build and
hand over so.
Mayor Laufenburger: But I'm sure your marketing program would be that you would want to
take advantage of those families that are making decisions about where they send their kids
beginning in like August -September timeframe I'm sure.
19
Chanhassen City Council — May 11, 2015
Mike Clements: That's correct. It is not optimal to open in January
Mayor Laufenburger: Not in Minnesota in January, that's right. Okay, let's see. Council any
questions of the applicant?
Councilman Campion: I would like to hear more about the parapet and lighting plans.
Mayor Laufenburger: So let's speak to the parapet. The height of that parapet.
Mike Clements: Okay. I did a little bit of, I'm going to move this. I had previously provided
staff a spread sheet showing the differences in the building heights between the 45 foot and the
50 foot. This is a drawing, this may be a little tight here. These are the drawings for the
apartments that were, and I'm using this for reference only. Just to paint a mental picture of 45
and 50 feet. This is the apartment complex that was approved previously and it has a peak height
on the roof of 47 feet. Midway, and this is.
Mayor Laufenburger: Wait a minute, you're looking for approval tonight and you don't have a
pen with you Mr. Clements?
Mike Clements: Well I almost took the one from Starbuck's but I gave it back. I just couldn't
steal a pen.
Mayor Laufenburger: Okay.
Mike Clements: Okay. So the peak height here is 47, I'm sorry. The peak height here is 47 feet
plus or minus. The average height that staff is referencing, 37 feet which is right here, is half
way through the peak, and I'll come back to that in a minute. So these were the elevations for
the apartment complex. As you can recall it was a backward shaped C and there were literally
10 elevations to that building. So there were 10 different heights and as you'll notice this is all
47 feet and then it drops down here. There's not a height specified but it's somewhere between
37 and 47 so split the difference for grins but as you can see there's not much of it that drops
down. There are very few places. You have it here, here, here, here, and a couple, probably.
Mayor Laufenburger: Your point is that this is consistently at that level, is that what you're
saying Mr. Clements?
Mike Clements: Correct.
Mayor Laufenburger: Okay.
Mike Clements: So what I did today, and was I ask our architect to take those drawings that I
just showed you and overlay our elevation at 50 feet. Meaning the 50 foot rotunda over the top
of this and she gray scaled it. Their building behind our building and what she did was their
finish floor elevation here and our finish floor elevation here are identical so that the starting
point is the same. What you see below this here is the ground tapering off so what I did is, when
I was, left the airport and I was headed here this evening I took a Sharpie and tried to help to
i1-C
Chanhassen City Council — May 11, 2015
make that a little more visible. I don't know if that is but I tried to make that a little more clear
of what our building overlaid against their building would be. So if we go to this bottom comer
and we look, this is the height of the apartment building. It had a 30 foot 8 inch, so 30 foot and
two-thirds of a foot plate height. It had a 47 foot peak height and it had an average height of 37
'/2 feet but clearly as you can see this distance here is not see through. There's another 7 feet of
roof that exists over most of the building. I wrote 100 percent but as I got back, I looked at it
later and I went nah, it's probably 83 percent. Here's what we are. Here's at our 50 foot height
what our building looks like. It articulates quite a bit. It's 28 feet next to the rotunda. It's 39
feet direct on this sign band here and then it pops up to 50 feet. Excuse me, pops up to 50 feet
here from 28 feet here and our height, mid -height if we're making a direct comparison is 39 '/<
feet. Now that's for 8 percent of the total building elevation. We take the position that if you
push the building down on the front elevation, we can take 5 feet out of the bread. Turn that loaf
of bread sideways. Pull out a slice and drop it down. You run the risk, this is a big building.
We have lots of kids that will be in here. You run the risk when you compress this down of
having a, in Planning Commission one of the members said this is going to look like a, it was
either a strip building or an industrial building. We've gone to great pains to try to create as
much articulation as we can because the building is large. That offsets the height and it really is
very minimal.
Mayor Laufenburger: Okay. Mr. Clements can you, or better yet Kate, can you tell me the
frontage of CLA is planned to be what distance from Highway 5?
Kate Aanenson: 50 feet. Excuse me, 70 feet. That's what the ordinance says.
Mayor Laufenburger: What distance was the C-shaped apartments scheduled to be from
Highway 5?
Kate Aanenson: They were set back further than that. I don't have that in front of me right now
but it was set back a little further.
Mayor Laufenburger: 100 feet?
Kate Aanenson: But I think the point is what I'm trying to make is, you're looking at a roof line
versus illuminated signage. That's the point I'm trying to make.
Mayor Laufenburger: Right. Yep.
Kate Aanenson: It's not just the roof line. It's what illuminated behind it with the sign and other
signs on top of the building.
Mayor Laufenburger: We get that.
Kate Aanenson: So yeah.
21
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: We get that. Mr. Clements, by the way all of us have the benefit of seeing
the Planning Commission report. We read the verbatim Minutes so just keep that in mind as you
think about saying things to us because we may have heard it already, okay?
Mike Clements: Okay.
Mayor Laufenburger: I think I read Mr. Clements that you would accept or that you could build
45 feet parapet. You could accept that, is that true?
Mike Clements: We could do that. We.
Mayor Laufenburger: You prefer not to obviously.
Mike Clements: Prefer not to but.
Mayor Laufenburger: Because your, the appearance or the standard that you have in your other
locations essentially replicate this. And by the way I think this is attractive but to Mr. Campion's
second question, how are you going to light it?
Mike Clements: I'm going to sound evasive and I don't intend to be. The lighting in the, the
lighting on this project will be absolutely compliant with Chanhassen code. We want to use, we
want to gravitate towards LED because of the efficiency of LED. Incandescent bulbs are
extremely energy hogs. We're moving towards LED. We can design that to be consistent with
what you desire and I'm the wrong person. I truly did not expect that question tonight but we'll
meet what you need and not, with no issues. But we do want to go towards more modern
lighting which is LED and we do want to go to more efficient lighting. We're talking about
exterior building lighting correct?
Mayor Laufenburger: Right.
Mike Clements: Yes.
Councilman Campion: And just a follow up.
Mayor Laufenburger: Go ahead
Councilman Campion: If I could. So is there a signage or lighting plan on the parapet? I mean I
saw on the other drawings that there was no signage on the parapet or.
Mike Clements: There was in the other, we had provided them previously. There will be
signage. Our intent would be to put signage on the parapets in these locations with the
descriptors of, and I'm drawing it wrong but with the descriptors of what's inside consistent with
the photographs that are shown in the book.
Kate Aanenson: Can I just ask a question? Is there a sign inside that, where you plan on lighting
up the 17 percent?
22
Chanhassen City Council — May 11, 2015
Mike Clements: If you go to page.
Kate Aanenson: It's on your cover.
Mike Clements: If you go to page 7, and you'll have to flip back and forth.
Kate Aanenson: Can you put that on the camera please?
Mike Clements: I'm sorry.
Kate Aanenson: That's inside the illuminated part.
Mike Clements: Right. That's 20 feet. The rotunda is a 40 foot circle. This is 20, located 20
feet inside of that rotunda and it is integral to, it sits right above the entry feature so let me see if
I can find a photograph of that. It is visible from the outside of the building. You can see it here.
Kate Aanenson: While he's looking at that. We do have an ordinance restricting how much of
the fascia you can put, what percentage you can do based on wall area I'm not sure that that was
calculated for this but that also would fall into the, that lit area for the center part too.
Mike Clements: The best picture that I have for you is on page 7. The, yeah that's the best
picture that I have. That's directly over the sign in counter and it's in every one of our buildings.
It's that sense of arrival entry feature.
Mayor Laufenburger: That's the primary front entrance to the facility.
Mike Clements: Correct. That's correct.
Mayor Laufenburger: Okay, just a second Councilwoman Tjomhom. Did you get your?
Councilman Campion: My questions were answered.
Mayor Laufenburger: Okay, thank you. Councilwoman Tjomhom.
Councilwoman Tjomhom: Okay so if I'm going the right direction with this then I'm guessing
that the concern is that sign that says Adventure is going to be lit brightly and will be used as
kind of not an outside signage or lighting but an interior one that people will see from the
outside, if you're following me.
Mike Clements: Correct.
Councilwoman Tjornhom: And what are the hours for that? Is that going to be lit all night long.
Is that?
23
Chanhassen City Council — May 11, 2015
Mike Clements: I believe these signs operate until 11:00 or 12:00 at night. The interior's, but
the interior is illuminated all night from a security standpoint. We don't turn the lights out. We
turn them down.
Councilwoman Tjornhom: Okay.
Kate Aanenson: That's what my question was and that was the first time I'm hearing this but
we've raised it from the beginning that there's some ambiguity there and that's something we
would want to put into the PUD ordinance so there's a clear understanding of, on both parties
what the expectation is.
Mayor Laufenburger: So I think Mr. Clements your answer said you believe they turn down at
11:00 but if the City of Chanhassen in our PUD ordinance said we want those lights dimmed at
9:57 and we want them turned up at 5:55, you have the technology to accommodate something
like that, is that correct?
Mike Clements: We could.
Mayor Laufenburger: Okay. Alright.
Councilman Campion: But that sign would be visible from Highway 5.
Mike Clements: Sure.
Councilman Campion: Not the neighborhood behind.
Mike Clements: Correct. It's.
Mayor Laufenburger: And my guess is that that sign would be visible only during dark hours. I
mean it's really not going to be visible during the day because sunlight would probably wash out
that light.
Kate Aanenson: Can I ask too, the other signs are back lit I'm guessing too? Your other signs
that are on the, that you drew on the fascia.
Mike Clements: Correct.
Kate Aanenson: Those would also be back lit too, correct?
Mike Clements: Internally illuminated, correct.
Kate Aanenson: Yes, so those would also be illuminated all night. I'm just saying you get up
higher. You're getting signs up higher than you would get in a normal office/industrial building.
That was my point.
24
Chanhassen City Council — May 11, 2015
Councilwoman Tjomhom: And do we have a lot of buildings in town that have that where the
signs are right on the building and lit? At such a height or I mean I'm trying to think of an
example of how it works for us now in town.
Mayor Laufenburger: Park Nicollet.
Councilman Campion: Or Byerly's.
Councilwoman Ryan: Yeah Target even.
Councilwoman Tjomhom: But those are lower I mean.
Kate Aanenson: Yeah they're not quite that high.
Councilwoman Tjomhom: And they're downtown more.
Mike Clements: The signs on the exterior of the building are probably no higher, if my parapet
height total is a 34 foot average, they're probably not higher than you would find on a Byerly's
or a Target. I'm thinking out loud here because a Target is a tall building and if our average
parapet is 34 feet and you're below that on the decorative sign bands you might be at the top 30
feet which means you're going to be somewhere in that range which wouldn't be terribly
different than a Target Pharmacy descriptor or the Target logo.
Mayor Laufenburger: Councilwoman Tjomhom yep.
Councilwoman Tjomhom: And this building would not be considered the downtown business
district, correct?
Kate Aanenson: That's correct.
Councilwoman Tjomhom: And so do we have different ordinances for signage?
Kate Aanenson: No.
Councilwoman Tjomhom: And lighting.
Kate Aanenson: No. They'd be the same. I just don't feel like we have enough information and
to compare it to other ones to put that into the PUD ordinance, the signage.
Councilwoman Tjomhom: Because I mean is that the main concern is the signage and the
lights?
Kate Aanenson: Right. Yeah to say, we do have a regulation on NIT's. I mean we don't have
anything out there at the LED. Anything out on this part of the city that would be similar to that
SO.
25
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: I think that expressing my concern about lighting. I would be much more
concerned about the lighting that would be visible and potential intrusive to the people who live
in Vasserman Ridge and Bentz Farm. That would be much greater concern for me. That's not to
say that I wouldn't want a, I wouldn't want the building to glare as people drive by, and face it
people who drive by over a period of time, they will become immune to the brightness of that
building over time but nevertheless I think it's appropriate for us to have in the ordinance
something that identifies acceptable times of day when the brightest display would be present
and then turn down during other times. I just think that makes sense for the character of the city.
And if I'm understanding you correctly Mr. Clements that's something that your technology and
your lighting could accommodate.
Mike Clements: Certainly.
Mayor Laufenburger: Okay. Go ahead Councilwoman Tjombom.
Councilwoman Tjomhom: One more question.
Mayor Laufenburger: That's quite alright.
Councilwoman Tjomhom: Because Kate you had said that another concern of your's is setting a
precedence for future developments that could be coming in.
Kate Aanenson: Yeah.
Councilwoman Tjomhom: Is that something that needs to be addressed so it's all... same page.
Kate Aanenson: In my opinion. I'm just saying in my opinion that the, the biggest parapet out
there with the sign is intended to be a sign without being counted towards a sign. So then you've
got all the other lighting on top of that and I'm just saying it's double dipping there and with
very brightly lit.
Councilwoman Tjomhom: And you know I appreciate, I mean you saying.
Kate Aanenson: Well I just don't want somebody to come back later and say how did this
happen. I just want to make sure that we're transparently explaining to you this is what you
know is potential.
Mayor Laufenburger: It wouldn't be the only building that is a sign in Chanhassen. Certainly
Park Nicollet.
Kate Aanenson: Absolutely.
Mayor Laufenburger: It's building that has a sign.
Kate Aanenson: Yes. As does Lifetime. Which is back lit. Which is back lit, correct.
PTI
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: And so there are others that are present but that doesn't necessarily give
us carte blanche to say anybody who wants to do it can do it.
Kate Aanenson: Well nobody has.
Mayor Laufenburger: We deal with these PUD's individual, correct?
Kate Aanenson: Correct.
Mike Clements: Do you have in your package a copy of the floor plan?
Kate Aanenson: Yes.
Mike Clements: Can I see that? So if you, let me find the floor plan. Okay. In your packet you
have a floor plan, page A-1. And let me make sure I get that. Okay. So I want to be clear that
the rotunda is not intended to hide a sign or in and of itself sneak a sign through. When you look
at the rotunda this is, this sign hangs approximately right here. This is the artwork that goes in
this portion of it. Just like the artwork that's in the planetary system in the Laboratory Lagoon.
So this is the, you know this is where the old book that I just had, that we just updated, this is
where when you bring the children in, you sign them in and then our staff takes them to
wherever they go. Wherever their home room is. And so the rotunda this, this on this side is 16
televisions. Closed circuit television screens. This is 16 on this side so that the staff that's
sitting here, 3 or 4 staff can physically put eyes on everything that's happening in that building
and outside of that building. So it's significantly more than a place to hang a sign. It's the entry
feature which is purposely intended to be the choke point for ingress and egress so that we know
every kid that's coming and going physically can put eyes on them and physically sign them in
and out.
Kate Aanenson: But my point is that it needs to be 50 feet tall in order for you to do that. To see
the kids come in and get the light, the sign up high.
Mike Clements: No here's.
Mayor Laufenburger: Now be careful, he said that he could accommodate that with 45 feet
Kate Aanenson: Okay.
Mike Clements: And there is a decorative element to this and I'm not trying to hide that. I'm
just, I wanted to show everyone the plan how that, how that, why that's designed the way it is
and little more than just a rotunda.
Mayor Laufenburger: Okay. Thank you Mr. Clements and I'm not saying that to dismiss you
but thank you for taking time to help us understand your, not only the architecture but also the
brand. Any other questions of Mr. Clements at this time? Councilman McDonald.
Councilman McDonald: What are the hours of operation?
Chanhassen City Council — May 11, 2015
Mike Clements: I couldn't hear you.
Councilman McDonald: What are the hours of operation?
Mike Clements: 6:30 in the morning to 6:30 in the evening. Monday through Friday.
Councilman McDonald: Are there any evening programs or anything like that that would go on
in the facility?
Mike Clements: No. We don't rent our facility to, there's no weddings. Bar Mitzvah's.
Outside uses. We are strictly daycare, child care, those types of learning endeavors.
Councilman McDonald: So really complying with turning the signs down at night around 10:00
would not be a problem then?
Mike Clements: Shouldn't be.
Councilman McDonald: And then also this is the front part of your building where the rotunda's
at. Is there any lighting or anything on the back side of the building because that's by the main
entrance where everybody drives in at.
Mike Clements: Yes there's down lighting, and I'll try to find a picture here in a minute that
shows it but there's going to be down lighting around the building.
Kate Aanenson: This picture here. It's got the different elevations.
Mike Clements: Yeah it doesn't show them. There is down lighting attached to the building and
we had previously said that we would screen that lighting so that it didn't effect the neighbors,
including the parking lot lighting would be shielded so that it doesn't leave the property and
bother the neighbors.
Mayor Laufenburger: And that would comply with the ordinances.
Mike Clements: Correct.
Mayor Laufenburger: That we would stipulate for you.
Mike Clements: Correct.
Kate Aanenson: Just be clear Chair, Mayor, members of the council. We also would review,
that's part of the planning check to make sure how the wall packs are mounted and that so with
the building permit.
RX
Chanhassen City Council — May 11, 2015
Councilman McDonald: Then the other question I've got for you is on the height of the rotunda.
Okay you're saying that you could probably get by with 45 feet. Does that cause an impact and
is it a serious impact or is 5 feet really not that big a deal?
Mike Clements: If the difference was being here and not being here, we'll build 45 feet. It's
visual. We spend more money, I can tell you this. We spend more money by probably double
than any daycare operator in the U.S. This will be the most expensive building per square foot in
Chanhassen with the exception maybe of a medical. If they've got nuclear medicine in it. This
will be unbelievably costly. But we, that's part of our plan. That's, I'm not apologizing and I'm
not asking for anyone to feel sorry for us. It's part of the plan. It's what makes this work. We
put a lot of thought into the architecture and the looks and operationally everything about this. If
being here is 45 feet is what you want, I'll take your 45 feet. If you'll let me build 50, I'd love to
build 50. That's really the right way for me to address that. I don't have to have 50.
Mayor Laufenburger: Is 50 feet present in all of the other facilities that you've built?
Mike Clements: It's present in about half. The ones that you don't see, the ones that are under
construction development tend to lean towards 50. You'll see all different types of things as
we've gone through this evolution. It's about a 2 year from buying the dirt to turning the keys so
what you see on our web page a lot of are what I might call legacy or fairly new construction
whole bought process.
Mayor Laufenburger: Okay, any other questions? Go ahead Mr. McDonald.
Councilman McDonald: I'm not done yet. Then in the rotunda at the top up there, is that lit in
any way? Accent lighting around that or is it a clear dome in there so that light would shine up
from there?
Kate Aanenson: He's asking the top of the parapet. Is that's lit.
Mike Clements: On the exterior or the interior?
Councilman McDonald: On the exterior up at the top.
Mike Clements: No.
Councilman McDonald: And then at the very top, I don't know what kind of a roof that is. Is
that a clear roof or you know is that something where light would shine up from there or?
Mike Clements: From the inside?
Councilman McDonald: From the in, it would have to be from the inside out.
Mike Clements: No. That's a regular hot mop.
Councilman McDonald: Solid roof.
29
Chanhassen City Council — May 11, 2015
Mike Clements: Solid roof, correct.
Councilman McDonald: Okay. I don't have any more questions.
Mayor Laufenburger: Okay. Councilwoman Ryan, do you have another question for the
applicant?
Councilwoman Ryan: Yes please. Could you explain the fence that's going to go around the
facility and what that looks like and exactly where that's located?
Mike Clements: Sure.
Kate Aanenson: I've got it up on the screen.
Mike Clements: Okay. If you, if whoever has the book in front of you it's on page 25. That's a
6 foot security fence that goes around the perimeter of the playground so it goes around the
perimeter of the playground as you can see here. This is the back side but it will have decorative
columns like this. It's a metal fence that the kids can't get through. It's I believe 3 '/z inches on
center so no one can slip through on us. There's no room underneath. It has fire department
crash gates which are code for the fire department but as you can see this goes all the way around
the exterior of the playground. Not necessarily the exterior of the property.
Councilwoman Ryan: And that's on the west side of the building?
Mike Clements: That is on all, well it's on three sides of the building so it would be your, not
the south side. South side is Highway 5 correct?
Mayor Laufenburger: Yep.
Mike Clements: So it'd be, you'll have fence on the south side that leaves from the edge of our
building to the edge of the playground. Yeah that diagram shows it. So if you can image you're
facing the building. There's no fence in front of the building but immediately beginning at the
edge of the building on the west side and then clockwise all the way around the playground area,
back to the east side, front corner of the building.
Kate Aanenson: So when you pull up to the parking stall, the fence would be in front of you if
you're coming in off of West 78a . You would be.
Councilwoman Ryan: Okay.
Kate Aanenson: The fence would be in front of you here.
Councilwoman Ryan: Okay.
30
Chanhassen City Council — May 11, 2015
Kate Aanenson: So you have to come around to this side of the building to come in, is my
understanding correct?
Mike Clements: Say that again?
Kate Aanenson: You have to come around the building to come in.
Mike Clements: Correct.
Kate Aanenson: So if you're parking on that side you would come on the sidewalk. Come
around to come in.
Councilwoman Ryan: Oh gotch ya. Okay. That's one and then are there plans or what is your
thoughts for that open green space on that same, in that same parcel of land. Not on the north
side of 78`s.
Mike Clements: Today I don't have a plan but it would be consistent with the PUD uses. So
you could put in pediatric dentist. You could put in a medical office building.
Councilwoman Ryan: Oh okay.
Mike Clements: We could expand there later if it takes off.
Councilwoman Ryan: Okay.
Mike Clements: We currently don't have any plans for it. Clearly the north side of 78' Street,
we've already told the neighbors we'll never develop that so we intend to honor that.
Kate Aanenson: Can I give a clarification of where that is on the PUD ordinance? It's under
uses under number 7. It says private or public parcel. Open space is a permitted use and it says
the property north of West 78' Street shall be limited to open space so.
Councilwoman Ryan: So when this is put, if this PUD is approved then your commitment to
leaving that as open space is.
Kate Aanenson: Yeah the only way it could change is someone would have to come back and
request a PUD amendment which would require a public hearing before the Planning
Commission and your approval.
Councilwoman Ryan: Okay, thank you.
Mike Clements: And we had spoken previously. Kate wasn't here but we had spoke at the last
hearing that we would explore ways perhaps to dedicate that to the City or to the homeowners
association and it has a progression there but that's still on the table.
Councilwoman Ryan: Okay, thank you.
31
Chanhassen City Council — May 11, 2015
Mike Clements: Sure.
Mayor Laufenburger: Any other questions for Mr. Clements at this time? We may have further
follow up we might have but thank you Mr. Clements for coming up here and helping us. Now a
public hearing is not called for but is there any member of the public that's present in the
chamber that would like to speak either on behalf or for or against this development. You may
do so at this time. Just come to the microphone. Would you pull that microphone so it's, there.
Larry Martin: My name is Larry Martin. I live at 7725 Vasserman Trail. I'm not the President
of the homeowners association.
Mayor Laufenburger: And how many homes do, are in the association?
Larry Martin: 84 homes in the total Vasserman Ridge.
Mayor Laufenburger: Good.
Larry Martin: 38 twinhomes and the rest are multi -family or family homes.
Mayor Laufenburger: Thank you Larry.
Larry Martin: Of all the plans that have come forward for this property in the last few years
here, this one is heads and shoulders above anything we've seen. The fact that the operation
hours are 6:30 in the morning to 6:30 in the evening with no evening programs. No Saturday
programs. No Sunday programs. It's just a wonderful amenity I think for that neighborhood.
I've been, people have been talking about U turns here. The only U turn that I'm aware of is the
one people going north on Galpin and then trying to go south on there. I can't see where
anybody using the school would do that. They would do a left hand turn off Galpin.
Mayor Laufenburger: Enter off of 78`s Street.
Larry Martin: That's right. That's right so traffic wise I think it's great. I think you know the
biggest problem we see on Galpin is there's a 45 miles an hour speed limit all the way down the
hill, all the way to the stop sign there so but again the neighbors that I have shown this to are
very supportive of it and we would welcome them to the community.
Mayor Laufenburger: Okay, thank you very much Mr. Martin. And just related to that Kate,
have you received any public comment either, other than tonight, either for or against this
project?
Kate Aanenson: Just what was received at the Planning Commission. Not other than that.
Mayor Laufenburger: Okay. Alright, thank you. I forgot to ask you Mr. Clements on question
if I can. How many employees does CLA when it's fully executed, how many employees?
32
Chanhassen City Council — May 11, 2015
Mike Clements: You have got me. I have to think about this for a minute because every state
licensing is different and Minnesota State licensing.
Mayor Laufenburger: Just a reminder, we'd like you to speak into that microphone.
Mike Clements: I'm sorry about that. I'm guessing because I'm truly at a loss tonight. I think
we're 56 employees at maximum licensed capacity. Now I sent an email to staff explaining what
that means. 52 would be the most employees ever in the building if I remember the numbers
right. I gave the numbers to the City. You have to look at traffic and numbers in the building.
The fire department's going to look at them one way. Licensing's going to look at them another
way. They both look at the maximum potential people that can be in that building at any given
time. Those numbers are significantly over stated compared to the way the business operates. A
third of the building, I'm doing big rough numbers here. A third of the building would be
children from infant through pre -kindergarten. Pre-K. 4 %a-5.
Mayor Laufenburger: Okay. Yep.
Mike Clements: They will be in that building either a half day or a full day. The specialty
rooms sit empty if you will in the morning when the children are licensed in and the before and
after school will have a few kids in in the morning and then sit until 3:30 or 4:00 in the afternoon
when the school's empty so even though the fire department may give a big number. 500 people
can be in this building at any given time, there will be significantly less than that. 60 percent
approximately would be the enrolled and 50 percent approximately from our history in our other
centers would be attendants.
Mayor Laufenburger: Okay. So I take in the 50 range is the employees. That would be.
Mike Clements: Max.
Mayor Laufenburger: A center director.
Mike Clements: That's correct.
Mayor Laufenburger: Planners. Group heads as well as teachers as well as recreational
assistants and stuff like that.
Mike Clements: Correct.
Mayor Laufenburger: Okay. Alright. Thank you very much. Alright, let's bring it back to
council. Is there anybody else that would like to speak? Okay, let's bring this back to council
for any follow up questions. Anybody?
Councilman McDonald: Are you looking for questions or comments?
Mayor Laufenburger: I'm looking for questions but before you make comments I have some
questions I want to clarify. Is there a storm pond present today near there? And is that part of
33
Chanhassen City Council — May 11, 2015
what we see here? I think there's a, isn't there a storm pond just kind of west of one of the
power lines Mr. Oehme?
Paul Oehme: Correct.
Mayor Laufenburger: And is that storm pond visible here?
Paul Oehme: No. Mayor, City Council members. That pond was constructed with 78°i Street
and the improvements to Highway 5 that facilitates storm water improvements, or cleaning the
storm water off of 78`" Street and treating the storm water off of Highway 5 so that's not
associated with this project. That pond is not sized appropriately to handle the runoff from this
development.
Mayor Laufenburger: Hence two new storm ponds will be added.
Paul Oehme: Correct.
Mayor Laufenburger: Okay. Alright.
Paul Oehme: And then stonnwater would go north.
Mayor Laufenburger: Okay. Let's see. There was discussion about the County access off of
Galpin. That's the cut in would be a right-in/right-out and while I agree with Mr. Martin, I think
most people would come in 78a' Street. There is a cut in there right now. It's directly opposite
the exit from CVS. Does the City have any jurisdiction over that whatsoever Mr. Oehme?
Paul Oehme: No, that's County right-of-way.
Mayor Laufenburger: Do you know where that is in the County approval process either of you?
Paul Oehme: Preliminary. They've looked at it. Preliminarily they've approved it. I don't see
any issues moving forward.
Kate Aanenson: Correct, they'll just review the permitting and then creating the deceleration
lane and acceleration lane coming out.
Mayor Laufenburger: So it may be necessary to cut into that property a little bit?
Kate Aanenson: Yes. Yes.
Mayor Laufenburger: In order to accommodate that, okay. Alright. Let's see. And
Councilwoman Ryan asked this question earlier. Just for clarification regarding the north
property. While I understand the ordinance says it will remain open, is there any advantage to
the City to receive that property as a gift from the property owner?
34
Chanhassen City Council — May 11, 2015
Kate Aanenson: Well what we're saying with this ordinance is it has no development capacity at
this time so.
Mayor Laufenburger: So there's no reason for it to be gifted or given to the City.
Kate Aanenson: That's correct.
Mayor Laufenburger: So it can remain right there and nothing will happen to it there.
Kate Aanenson: That's correct.
Mayor Laufenburger: Okay.
Kate Aanenson: And it may be advantage to them if they do want to build on that other parcel,
that they need that for the green space as we were talking about before. For their hard cover
so...
Mayor Laufenburger: Because you're counting, you're counting that space to get to impervious
surface is that correct.
Kate Aanenson: We can if we need to, that's correct.
Mayor Laufenburger: Okay, alright. Okay. Was there consideration Mr. Oehme given to
dealing with the traffic there at that intersection where the U turns occur, was there consideration
or can you speak to what consideration was given to remove the exit from CVS and Kwik Trip
there? Or has that ever been considered by the County.
Paul Oehme: We did have a conversation with the County about that and we did, when the
apartment complex was being proposed we did have conversations with the County and others
about you know, changing the access off of 78"' Street. I think the problem with eliminating or
reducing the access on Galpin for those developments would be to significantly impact the
businesses. The gas station and the.
Mayor Laufenburger: And CVS.
Paul Oehme: And CVS at that location so we've talked about it. I think it'd be a big detriment
for those businesses though.
Mayor Laufenburger: So nothing has gone through on that?
Paul Oehme: No. Nothing's gone through on that.
Mayor Laufenburger: Okay. And likely nothing would happen with that unless we saw an
incredible change in traffic patterns producing accidents and problems with public safety, is that
correct?
35
Chanhassen City Council — May 11, 2015
Paul Oehme: Absolutely. We would review any and all options at that time.
Mayor Laufenburger: Okay. Kate this is a question for you and I'm not sure if you're prepared
to answer it right now but I'd like you to maybe think about it. We know that in a PUD there are
gives and takes, okay so and one of the things is if the developer is asking for a variance or
something not compliant with our existing code we can write that into the PUD but we often say
okay. We're going to give you that but what are you going to give us instead so I wonder if you
could, is it possible for you to summarize what modifications the developer would like from our
current code if you will.
Kate Aanenson: Sure. This is an OI, office institutional zoning district which allows two stories
which typically we would say maybe 24 feet. If it was a residential zoning district, medium
density the height limit does go higher so that's why I'm saying we're kind of comparing two
different things there. It's well landscaped, articulated building. Besides the height and some of
the lighting. The signage would still have to fall, follow the underlying zoning district. The
office institutional zoning district.
Mayor Laufenburger: That would be monument signage.
Kate Aanenson: Yep, and wall signs would be, would follow that district so again it's always
been our goal is the preservation of the north side of West 78t° so that was always one of the
guiding principles so if we could find a developer willing to say I will concentrate my
development on that side of the street.
Mayor Laufenburger: But they're giving us that so that's not really an outlying request, is it?
Kate Aanenson: Well I mean I guess they could try to put some, we've had other people try to
put some twin homes on there to make some advantage of that property.
Mayor Laufenburger: But at least what they're asking for right now is compliant with our
desires which is to preserve.
Kate Aanenson: To preserve, that's correct.
Mayor Laufenburger: Alright. So what I'm hearing so far, and I don't want to mean to just kind
of a summary. So one thing they're asking for is they're asking us to adjust the height and
they're also, though they don't specifically say so they're asking us to approve their wall signage
which is large lettering on the parapets. Or is that compliant?
Kate Aanenson: Well we don't know yet because they will have to follow the OI zoning district.
We don't have that in front of us but whatever that is and.
Mayor Laufenburger: What if the zoning for the OI district is, requires letters that are 6 inches
smaller than what they're looking for?
36
Chanhassen City Council — May 11, 2015
Kate Aanenson: It may. Then they'd have to come back and ask you for either an amendment to
the PUD for that or a variance.
Mayor Laufenburger: Okay so that still is, that could happen.
Kate Aanenson: That could happen, correct.
Mayor Laufenburger: Is there anything else that you mentioned the landscaping, does the
landscaping comply with what we're looking for?
Kate Aanenson: Yes it does.
Mayor Laufenburger: Okay, alright. So they're not asking for a change there. Is there anything
with parking? Are they asking for any modifications to parking?
Kate Aanenson: No.
Mayor Laufenburger: Okay. Is there anything else that they're asking for that's different?
Kate Aanenson: Don't believe so.
Mayor Laufenburger: Okay. Okay, thank you for that clarification. Alright. Now let me ask
one more time, any other questions for staff or for the applicant? Alright.
Todd Gerhardt: Mayor, council.
Mayor Laufenburger: Mr. Gerhardt. Did you have a question?
Todd Gerhardt: If you're contemplating in making a motion it would be my recommendation
that we direct staff to come back with a revised staff report to make those changes in the
ordinance. Just so we're consistent because with a PUD that ordinance is the direction of how
this building could be built and we want to make sure that the developer and staff get the proper
information into that so I think there was great feedback on this. We're still within our 120 day
review process but we could bring this back at our next meeting and just make sure we
incorporate all those changes into the ordinance so.
Mayor Laufenburger: So you're recommendation would be unless we're prepared to fully agree
with the motion the way it reads, it would be better for staff to, excuse me. For council to direct
staff to go back and come back with a recommendation that complies with the consensus that we
talked about, is that correct?
Todd Gerhardt: Yeah I have concerns the way the ordinance is written right now.
Mayor Laufenburger: Okay.
37
Chanhassen City Council — May 11, 2015
Todd Gerhardt: And due to the number of changes that are occurring because that ordinance is
what would allow the developer to build the building and we want to make sure that everybody's
on the same page.
Mayor Laufenburger: Okay. So I think the key questions that, and this is not in the form of a
vote but what I'm looking for is what's the direction that council would like to provide relative
to the height of that rotunda.
Todd Gerhardt: Yes.
Mayor Laufenburger: Correct?
Todd Gerhardt: Yep. Whatever more direction you want to give staff that's great but just
wanted to know, give everybody full disclosure on this as we move forward that we'd like to sit
down and make sure we've got the proper language in there.
Mayor Laufenburger: Okay. And actually Mr. McDonald got my attention first. Mr.
McDonald.
Councilman McDonald: Yeah I just want to make sure because one of the things I'm in favor of
is going the 50 foot height. You talk about gives and takes and you talk about the history of the
site. The fact that you've got a developer willing to give up that north tract I think we ought to
help the developer make this a successful venture.
Mayor Laufenburger: How do you feel, do you want to express a view about wall signs or
signage on the front?
Councilman McDonald: Well I don't know what the ordinance is. I mean looking at the pictures
I think we've already got things within the city that are about that size but I don't know. I'd like
to have something that would come back and, I mean first of all we don't even know how big
these signs are. We need something, it may fit within the ordinance. If not then that's probably
something we need to look at but.
Mayor Laufenburger: It's certainly acceptable to direct staff to review.
Councilman McDonald: Right.
Mayor Laufenburger: The developer's or the applicant's request against our ordinance.
Councilman McDonald: Right and I think as far as the signs on the parapet that would be a good
thing to do but if you're looking for direction to give to staff, I mean my preference would be to
allow them to go to the 50 foot height based upon what he showed about how the inside, how
integral that is to the success of all this and the fact that again they quit work at 6:30 at night. I
mean it's not going to be that difficult to turn off anything on the inside except for security
lighting so that doesn't put the applicant at any kind of disadvantage so I think we can work with
all of that.
m
Chanhassen City Council — May 11, 2015
Mayor Laufenburger: Thank you. Anything else Mr. McDonald?
Councilman McDonald: No, I think other than that I mean I'm glad Mr. Martin is happy with
this and that the residents are and I know that they've you know voiced several opinions about a
number of proposed projects that have rolled through at this particular site and I know it's been
difficult to put something on there so I'm glad we've finally come to something that meets
everybody's expectations and requirements.
Mayor Laufenburger: Good, thank you Mr. McDonald. Councilwoman Ryan you were next.
Councilwoman Ryan: Thank you Mayor. I just had a question for, is it in the ordinance or is it
then in the PUD when we move forward with this that we talk about the time restrictions for
lighting. We had brought that, had come up.
Kate Aanenson: That would be part of the PUD ordinance.
Councilwoman Ryan: Okay. PUD ordinance, okay. So everything.
Mayor Laufenburger: Yeah, and it's a PUD ordinance specifically for this PUD, is that correct?
Kate Aanenson: That's correct.
Mayor Laufenburger: Okay. Alright.
Todd Gerhardt: Mr. Mayor, council members. I don't know if Kate or I are getting the direction
on what, do you want to have the lights off at a certain hour? I'm hearing different things so if
we could get some.
Councilman McDonald: If I could. I mean we do it with the Christian Academy down here on
West 780' Street. There were restrictions there on their monument sign as far as the hours so I
think we've already done this once you know for a particular area to be sensitive to light. We
can certainly do the same thing here. I think that one turns down at 10:00 at night. If that's
acceptable you can copy pretty much what's in there. If it needs to be a little bit sooner then
discuss it with the applicant at this point.
Mayor Laufenburger: Okay, Councilwoman Ryan how does that resonate with you? That
timing.
Councilwoman Ryan: I think 10:00 is great. I'd support that.
Mayor Laufenburger: Okay. Did you have any other comment or question?
Councilwoman Ryan: You know when I first reviewed this plan I was concerned about the
height and in comparison to some of the other structures that we saw along Highway 5 and so I
shared your concern. But then when I see the conversations tonight with everybody here and
9
Chanhassen City Council — May 11, 2015
hearing from the applicant when, to look at the difference between 45 to your point, 45 to 50 feet
is about as maybe a little shorter than I am so I don't see the problem with the 50 foot. I agree
with Councilman McDonald and have heard from folks in Vasserman Ridge that they are very
pleased with this proposal and support something like this in looking into some comments from
people that use the facility in Texas and California, they get very positive reviews so I'm
comfortable with this company being and this facility being in Chanhassen in a residential area.
I think it fits well in our community and I think I'm very excited about having this opportunity to
have something so unique as part of Chanhassen so 1, as long as we can be very clear with the
lighting and mindful and watchful of the road and the U turns that still, the traffic patterns still
concerns me. This is something that I can support.
Mayor Laufenburger: Okay, thank you Councilwoman Ryan. Anybody else?
Councilwoman Tjornhom: Sure.
Mayor Laufenburger: Councilwoman Tjornhom.
Councilwoman Tjornhom: I'd like to say that I'm sad that maybe this is the last time we're
going to visit this area of town. I'm really hoping so because man, we've been here several
times before and you know we started, I started out talking about what's the difference between
45 and 50 feet. But now I think I'd like to talk about just the fact that it's a really unique
opportunity I think for the residents of Chanhassen to have another place to send their children.
And while it's a long building, it did have the possibility of looking like a strip mall, and we all
know what we think of strip malls in town. We try to not probably go along with that kind of
model anymore and I think they've done a nice job architecturally of kind of breaking it up so it
doesn't look elongated and like it has a potential to be a strip mall. I think that it's a testament to
the fact that this room isn't full tonight to see that the neighborhood feels it's a good fit for them
and that it's going to be a positive element in the neighborhood and along Highway 5 and Galpin
and so I just want to say welcome to Chanhassen. Hopefully it's all going to work out and
hopefully the lighting issue can get resolved because I think it's going to be, like I said a good
thing to drive through town and see on Highway 5.
Mayor Laufenburger: Thank you Councilwoman Tjornhom. Councilman Campion.
Councilman Campion: Yes, I also support the rotunda height of 50 feet considering how well
this development seems to fit within our guidance otherwise and the allowance of the open
space. From the drawings and designs we've seen it seems like it will be a great addition to
Chanhassen.
Mayor Laufenburger: Okay. Let me summarize I think what as direction to staff, your council
supports a 50 foot rotunda and then commensurate would be the plan height of the other parapets
as well. I think the only thing that may need to, you may need to come back including in the
ordinance would be anything related to the wall signs. The lettering on the signs. You've heard
10:00 is a good number. Kate use logic here. If we need to, if it needs to be 9:00 or 9:30 or
work with the applicant on that but what you're hearing is that it is appropriate to take some of
40
Chanhassen City Council — May 11, 2015
the brightness off of that building later in the day and then bring it up early in the morning. Let's
see I think that was the clear direction.
Todd Gerhardt: Yep, thank you.
Mayor Laufenburger: And I want to echo what Councilwoman Tjornhom said too, only I would
not use the word sad. I'm delighted that we have an opportunity to be part of an addition to
Chanhassen that will contribute to what I believe is the character and culture and quality that
people have come to expect in Chanhassen and that is quality buildings. Quality businesses.
Quality employment opportunities and you know we are known for education. If you know
anything about the Minnetonka School District 276 or Eastern Carver County School District
112 you know that these are school districts that are ranked very highly in national standards for
education and I think that it seems to me that the mission of Children's Learning Adventure is
consistent with the objective that virtually everybody in Chanhassen has so with that I look
forward to seeing from you Kate, this will be on another agenda.
Todd Gerhardt: 28`".
Mayor Laufenburger: 281.
Todd Gerhardt: 26s, sorry.
Mayor Laufenburger: So that would be the day after Memorial Day and at that time we'll review
what you have as a PUD ordinance and we'll act on it at that time so thank you Mr. Clements.
Mr. Catchpool and others.
Peter Coyle: Mr. Mayor, can I just ask one question?
Mayor Laufenburger: Sure, just step up to the microphone and state your name please.
Peter Coyle: Sure. Mr. Mayor, members of the council, staff. Peter Coyle from Larkin
Hoffman here tonight on behalf of Children's Learning Adventure. I have a question and a
comment. We understand that all of the signage materials and lighting information has been
submitted with the overall application so since the council is going to be bringing this back in 2
weeks our hope is that we'd be able to have lighting issues resolved and signage issues resolved
so that when the PUD is approved it's all encompassed at that time and we just wanted to see if
that was going to be acceptable. Okay, very good. Thank you very much.
Mayor Laufenburger: Thank you Mr. Coyle. Thank you. That's your plan as well right Kate?
Kate Aanenson: Absolutely, yep.
Mayor Laufenburger: Okay, perfect. So with that thank you very much and Kate thank you very
much for your preparation and your work with the applicant on this. Also thank you Mr. Martin
to you and the homeowners in the Vasserman Ridge area that you represent. That concludes
item G on our agenda this evening. Now we'll move to.
41
Chanhassen City Council — May 11, 2015
Mike Clements: Thank you very much.
Mayor Laufenburger: We'll move to council presentations. We don't need a motion. You do
not want a motion. No. We gave staff direction.
Todd Gerhardt: We'll even be able to put it on consent if everything works out with the
applicant.
Mayor Laufenburger: Okay. Alrighty.
COUNCIL PRESENTATIONS. None.
ADMINISTRATIVE PRESENTATIONS.
Todd Gerhardt: I have one item. I want to recognize Jack Atkins as he was selected as our first
Fire Fighter of the Year at last week's fire banquet. Jack has done a lot for the fire department
and very, very active in raising money on the, I'm trying to remember the term. Climb for
Cancer I think and so he's always in the top 1 or 2 in raising dollars for cancer society so Jack is
very deserving of the award and great on our volunteer fire department so congratulations to Jack
and his family.
Mayor Laufenburger: Good. Any other administrative?
Todd Gerhardt: That's all I have.
Mayor Laufenburger: Thank you Mr. Gerhardt. Just a reminder, council members as well as the
public, our next council meeting be not the fourth Monday. That is Memorial Day but it will be
the day after that, Tuesday and though it's not on the agenda I would just invite the entire
community to the annual Memorial Day celebration which occurs at the Veteran's Monument
area here at City Center Park and that will be at 12:00 noon on Monday, May 25a . There's
always great representation from the American Legion. I understand the Chan-o-laires will be
there so it will be a great, another great example of small town America here, right here in
Chanhassen.
CORRESPONDENCE DISCUSSION. None.
Councilwoman Tjornhom moved, Councilman McDonald seconded to adjourn the
meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The
City Council meeting was adjourned at 9:00 p.m.
Submitted by Todd Gerhardt
City Manager
Prepared by Nann Opheim
42
CHANHASSEN PLANNING
REGULAR MEETING
APRIL 21, 2015
Chairman Aller called the meeting to order at 7:00 p.m.
MEMBERS PRESENT: Andrew Aller, Mark Undestad, Lisa Hokkanen, Steve Weick,
Maryam Yusuf, John Tietz, and Nancy Madsen
STAFF PRESENT: Bob Generous, Senior Planner; and Alyson Fauske, Assistant City
Engineer
PUBLIC PRESENT:
Lance & Dianne Erickson
Steve Sheldon
Larry Martin
Art Roberts
7735 Vasserman Trail
7711 Ridgeview Way
7725 Vasserman Trail
7762 Vasserman Place
OATHS OF OFFICE: Chairman Aller administered the Oaths of Office to Lisa Hokkanen and
Maryam Yusu£
Aller: I know I speak for everyone when we are very pleased to have you back on the
commission.
PUBLIC HEARING:
CHILDREN'S LEARNING ADVENTURE: REOUEST FOR REZONING
APPROXIMATELY 14 ACRES FROM AGRICULTURAL ESTATE (A2) TO PLANNED
UNIT DEVELOPMENT (PUD), AND SITE PLAN REVIEW FOR A 33,000 SQUARE
FOOT CHILDCARE CENTER ON PROPERTY LOCATED AT 7750 GALPIN
BOULEVARD. APPLICANT: CLA CHANHASSEN, LLC. OWNER: AMERICANA
COMMUNITY BANK, PLANNING CASE 2015-09.
Generous: Thank you Chairman Aller, commissioners. As you stated this is a two part review.
The first is a rezoning of the property to Planned Unit Development and the second part is a site
plan review for a 33,000 square foot, one story building with outdoor play areas and equipment.
This property is located on the northwest comer of Highway 5 and Galpin Boulevard. Galpin
Boulevard is a county road. Highway 5 is a state highway and West 78' Street is a local street
so primary access into the property will be via West 78'° Street. There will be a right-in/right-out
access along Galpin Boulevard. The property is currently zoned Agricultural Estate District,
which is A2 and it was really a holding category in our community. The Planned Unit
Development is to provide an office institutional type district. It's been modified from the
specific OI district in the City Code. The total of the two properties is approximately 14 acres.
There's 6 on the north side and 8 on the south side of West 78`s Street. Again the rezoning's
from Agricultural Estate to Planned Unit Development with the underlying of Office Institutional
District so anything that's specified within the PUD district regulations will be covered under
Chanhassen Planning Commission — April 21, 2015
City Code for everything that applies in the OI district. Site plan approval is for a one story,
33,032 square foot building with the outdoor play areas and equipment. Okay let's get to the
Planned Unit Development ordinance includes the following elements. Intent, uses, setbacks,
building height, materials, design and alternate access. Basically under the intent, the PUD
ordinance allows flexibility from our normal standards and in this case we developed some
different setback requirements as well as different uses than would typically be permitted in our
OI district. On page 5 of the staff report we specified the specific uses in this and the one
addition to it would be the daycare. This is a hybrid between a daycare facility and a school
facility and under current ordinance we don't have anything that covers that and so we're
classifying it as the two of those to allow it to go into this district. We also have developed some
ancillary uses which are typical in commercial areas. The intent is there's a portion of the site
south of West 78s' Street that's not being developed right now. In the future the applicant
property owner could develop, subdivide that site and develop it with the uses that are permitted
in the PUD district regulations. There are no conditional use permits. Under normal OI district
we would permit communication towers and in this instance we would not. We're not
recommending that those be adopted. The setbacks are established. We've used a 20 foot
parking setback as the minimum so that we can get a little separation from the, all the roads
around it are either collector or arterial roadways so we'd like to see some separation in there.
Interior lot line setbacks would be zero if they further subdivide this property and build the
property to the north. Building height, and this is the one point of disagreement between the
staff and the applicant is as part of their plan they propose a 50 foot rotunda height in their
building elevation. We're recommending that a maximum height of 37 feet be permitted in this
PUD district. We believe the 37 foot is above the 35 feet that's permitted with, if we had just
gone across the road in the shoreland district. Our concern with the 50 foot building height was
that 50 feet would be intrusive into the residential character of the neighborhood that's
developing just to the north and that's already existing to the west. It's also bigger, taller than
the commercial development to the east. While this area provides a transition from Highway 5
into the residential neighborhoods that are developing into the north so we do like, we like the
articulation that the applicant was providing through the varying parapet heights within the
development but again staff was concerned that the 50 feet was too much and so again we're
recommending a 37 foot maximum. The PUD standards say that we're supposed to do
development that's in harmony with surrounding areas and we believe that height would not be
in harmony with that so staff, and then finally alternate access. We're requiring that each of the
lots when they develop provide pedestrian access out into the city's trail or sidewalk system,
which in this case is on Galpin Boulevard. And finally that they provide bicycle parking
opportunities on the site so with that, that's the PUD portion of the review that we have for this.
Site plan, I've used this one because it shows an overall aerial view of it. How circulation would
work on the development. You can also see the play areas that they've established to the north
and the west of the building and in the northeast comer. This is one that they provided later
that's a little more accurately reflects the internal landscaping and the landscaping along
Highway 5 corridor. As you'll note as part of the site plan review we did specify that some of
the trees within the Highway 5 corridor be revised because they're within, underneath the power
line and so there's a limitation on the size of trees that can be planted in that. The proposed
building is 33,032 square feet. It's one story. The rotunda parapet height is proposed at 50 feet.
The cornice parapet height is at 40 feet 8 inches. Plaster parapet height was 36 feet 9 inches and
this is the height that we're saying that they should use as their maximum as part of this specific
2
Chanhassen Planning Commission — April 21, 2015
building. And then the normal parapet height around the actual use area of the building is at 28
feet 6 inches. So they have over 24 feet of parapet on top of the building and that's the part that
we're opposed to allowing them to go forward with. Architecturally the building is very
articulated. It goes in and out. Up and down. Changes in material. We think it will be an
attractive addition to the Highway 5 corridor. Will provide some visual interest as people are
driving both east and west on Highway 5. I had earlier in the process tried to get them to put that
rotunda in the comer of the building and have two wings come out of it but that didn't go very
far. Building materials and colors. A lot of earth tones in that. I won't go through the specific
details but some of the, they have brick veneer on their column areas and then they have that
stone face along the base of the building which gives it that old style design and a little bit of
permanence in that. We think it's a very attractive building fagade. Again the site plan. Primary
access or full access to the site will be off of West 78t' Street. A secondary access and access
will be on Galpin Boulevard. They'll have two way traffic operation around the building but you
notice I think the parents or people who are dropping off will be limited on one side parking so
the kids don't have to cross the parking lot areas. And then again approximately 33,000 square
foot one story building. Streets and access. Again it's adjacent to Highway 5, Galpin Boulevard
and West 78'" Street. All of them are collectors or higher. West 78' Street is a full access. They
did as part of their submittals provide us with the traffic impact analysis. The study determined
that the existing road infrastructure would be adequate and sufficient for the additional traffic
that's generated by the development. The major concern on that was the U turns on Galpin
Boulevard coming back into the site so if you have additional questions on that Alyson is a little
more conversant on the specifics. The grading plan, they are providing stormwater ponding on
the west side of the property. It's like a multi -cell system. I'm showing the southerly one is
actually the stormwater pond. The northerly basin is an existing wetlands that's out there. At
the time I was trying to put these blue areas at their normal water levels based on the contours so
it won't be exactly like that but it gives you an idea of how the water will be treated on site. And
then it discharges under West 78' Street into the wetland complex on the property that's there
and then eventually into Bluff Creek. Sewer and water service will be coming off of Galpin
Boulevard. Internally they're providing stormwater piping to convey all the water into their
stormwater system. There's a long retention, detention area that goes around the outside of the
parking lot and wraps around the property into the stormwater pond. Landscaping, they meet the
requirements under city ordinance. There are some specifications in the staff report for changing
species within that but they do meet the quantity requirements. Additionally they're providing
landscaping on the north side of West 78' Street, adjacent to the permanent open space that will
be there and that again I should go back. As part of the PUD ordinance that we're proposing the
property north of West 78' would be limited to permanent open space. Park uses or there's
existing utilities in there and so we would keep that. The applicant may retain ownership of that
or they could donate it to the City if it's up to them to determine what's the best for them. The
13 trees that are being planted north of West 78te Street, we want them to vary the species.
Currently they're monoculture and so we'd like to get a variety in there. With that staff is
recommending approval of the rezoning to Planned Unit Development and approval of the Site
Plan for the 33,000 square foot Children's Learning Adventure subject to the reduction in the
building height and with that, and adoption of the Findings of Fact and Recommendations. With
that I'd be happy to answer any questions.
Aller: Anyone have questions at this point?
Chanhassen Planning Commission — April 21, 2015
Yusuf I probably have the same question as Lisa. We like to talk about the traffic. Could you
please be kind enough to go over how the traffic flow will be in the area.
Fauske: Certainly. That's an excellent question. Members of the Planning Commission you
may recall the last development proposal for this site we had a good turnout for that public
hearing and there was some concern with some of the pedestrian crossing movements. In
particular crossing Galpin Boulevard on the north side of West 78 s Street. With it being a wide
road and then also the U turn movements. As this graphic shows, the U turn movement that
occurs when travelers are leaving, what we're observing right now is travelers leaving the
commercial site on the northeast comer of Highway 5 and Galpin. They only have a right-
in/right-out on Galpin Boulevard and so we're currently seeing vehicles turning out of that site
and making a U turn at West 78's Street so that the travelers can go and continue either south on
Galpin or most of them getting onto Highway 5. When the development proposal came in for
Children's Learning Adventure we reiterated that concern that staff had with the U turn
movement and the analysis did show an increase in that U turn movement but as we took a step
back and taking a look at the sight lines as the traffic impact analysis had indicated. The sight
lines in this vicinity are good to allow the users that are making that U turn movement an
adequate site distance. That being said we're still looking at that U turn movement. We've had
conversations with Carver County with regards to the current and anticipated U turn movement
and we've identified that it would be more of a system improvement versus something that's
related to a development as we're currently seeing that U turn movement at the intersection so
we will continue to monitor the situation. The public works director has spoken to the
companies that are currently in the northeast comer of Galpin and Highway 5 to have discussions
on whether or not they would consider just having a right in on Galpin to eliminate that right out
of the site and, which then brings the U turn movement and the owners at this time have not
expressed an interest to do so. So we'll continue to monitor it. The other concern that came out
of the previous proposal was pedestrian crossings for pedestrian traffic going along West 78a'
Street on the north side there with Galpin being a wider street. The City did respond to that and
put in a concrete landing area so that users had what we would call an island. That they could
cross the northbound Galpin traffic. Well depending on which direction you're going but cross
half of the road at first. Have a curbed, curb and gutter area. Concrete island to rest and make
sure they were safe to go and cross the other half of the road.
Yusuf. Thank you.
Fauske: You're welcome.
Hokkanen: You know I just want to know because I do have concerns about the U rum because
with this development coming in they're going to have a right-in/right-out on their side as well
so the increased U turn traffic will be there.
Fauske: Correct.
Hokkanen: Like you've noted. Again with the development of Bentz Farms up on Galpin with
more traffic we really need to address that intersection aside from this going forward because it's
Chanhassen Planning Commission — April 21, 2015
a dangerous intersection. Whether the island helped with the pedestrian traffic, no doubt but just
the speed and people making those U turns. It's you know, accidents happen.
Fauske: Yes, and as we noted in the staff report the access to Galpin Boulevard is ultimately
Carver County's jurisdiction with Galpin Boulevard being their, their roadway so the right-
in/right-out was granted through Carver County and the City's had that conversation with Carver
County regarding our concerns with that U turn movement and we've agreed that we want to
continue to monitor the situation and see if there's something that can be done as you mentioned
when Bentz Farms builds out and we do see a slight increase in traffic from that development.
What can be done in that area to try to limit the U turn movement.
Hokkanen: Is there any option of not having it be a right in?
Fauske: That's ultimately Carver County's jurisdiction. The City doesn't have the authority to
go and restrict that access. We've had that conversation with Carver County and they've
indicated that the applicant would be allowed to have that right-in/right-out so. I appreciate the
good questions and comments regarding that U turn movement.
Aller: How about number of cars as far as the actual traffic itself? How does it fare with the
prior?
Fauske: It's an increase over the previous because you're seeing, with this particular use you're
seeing a peak a.m. and p.m. associated with drop off and pick up of the children of the facility.
That being said we did work with the applicant's traffic engineer from the beginning to come up
with a reasonable trip generation for this use because it's not a strict daycare. It's not a school.
It's a hybrid so when we looked at, and they worked very closely with staff to make sure we
were comfortable with their trip generation and basically they, they kind of melded the two
together for trip generation between a daycare and a school so we do see an increase over the
previous proposal. Traffic but as I mentioned in the analysis they did take a look at the overall
intersection and didn't identify any issues with the West 781s Street, Galpin intersection and they
also look at the queuing length for the, if you're going southbound on Galpin, to make the left
turn onto Highway 5. We did ask them to take a look at that. They had their observations based
on the current traffic and with the additional traffic from this use they didn't anticipate that that
would be an issue.
Alley: And then water flow. It looks like there'll be a lot more water directed to the storm sewer
than there is now because of the additional hard cover. Is there sufficient length for that water to
travel?
Fauske: Excellent question. The developer has proposed several components for their
stormwater management. Thank you Bob. As this graphic shows the area in blue provides some
stormwater ponding which will throttle back that peak discharge and they've also provided an
infiltration area along the corridor with Highway 5 there to help mitigate the additional peak
runoff rates from the site under it's developed condition.
Aller: Okay. Any additional questions at this point?
Chanhassen Planning Commission — April 21, 2015
Tietz: The question about the queuing up. It looks like you know the primary entry is off of
West 78 s supposedly as opposed to Galpin and then when you queue up it appears that you have
to sign in and sign out when you bring your child to the facility so does that imply that there's no
queuing up and waiting out in front of the door because it looks like a lot of those parking areas
would be encumbered or hindered by a long. If you look at our elementary schools in the
neighborhood, and I think there's more kids that get picked up than take the bus and you're
going to have lines all the way out to West 78' if it's a drop off but how, can you explain the
security? And do the parents have to go into the building to get their child and sign them out and
come out?
Aller: I'm wondering whether that's a question better asked of the developer
Tietz: Okay, I didn't know if Bob had run across that.
Generous: It was an issue that we asked initially whether there would be a drop off point and
they're not proposing that so. People have to go in and out as I understand it.
Tietz: Okay. And I couldn't tell from the plans or the scale that we were looking at, the size or
the height, it appeared as though possibly, there was no detail but it appears the perimeter and
fence in the play area was 6 feet. Is that correct?
Generous: I didn't look at that detail myself.
Tietz: I could hardly read it but there was a detail A07 or something like that. It was just in the
schedule and it looked like it was only a 6 foot fence and there was no detail to determine what
that fence looks like and if it's screened.
Generous: The applicant would be a good source for that one.
Tietz: Okay. Okay.
Generous: Ms. Hokkanen.
Hokkanen: Do you happen to know the height of CVS?
Generous: Not off the.
Hokkanen: No?
Generous: It's been a while since I worked on that one.
Hokkanen: But it's less than 50 feet.
Generous: Oh yes.
Chanhassen Planning Commission — April 21, 2015
Hokkanen: It's 30 feet?
Generous: Maybe. 30-35,
Hokkanen: So 37 is.
Aller: Would be higher.
Generous: Would be 2 feet.
Hokkanen: Would be 2 feet higher than CVS. And then another question. Random, I don't
know. The trees that you're asking them to change the species on the north side of 78's Street, is
there some reason for that? Is there somewhere that we state they can't all be the same species?
Generous: Well yes in our landscaping requirements we want diversity so if we have an
infestation of one species they don't all die.
Hokkanen: Okay, that's why. I figured there was something. I was just curious on that one.
Generous: It's like we're getting rid of ash. We don't allow them to plant those anymore
because we anticipate Emerald Ash Borers getting here eventually.
Hokkanen: Because are all the trees along 78`s Street by Lake Ann all the same?
Generous: No.
Hokkanen: They're all different.
Generous: There's a variety, yes.
Hokkanen: I just wanted to double check. That's it.
Aller: Great. Any additional questions from commissioners at this point. We'll hear from the
developer then.
Peter Coyle: Good evening Mr. Chair, members of the Planning Commission. Staff. My name
is Peter Coyle. I'm a Land Use Lawyer with Larkin -Hoffman and I'm Land Use Counsel for
Children's Learning Adventure. The applicant this evening. I'm joined by Mike Clemmons who
is the project director if you will for this project here in the city and this would be the maiden
voyage of this company in the state of Minnesota so they've targeted Chanhassen as a very
desirable opportunity for their business to expand their footprint into Minnesota. We're also
joined by Alan Catchpool who is the project engineer and who can respond to any specific
questions you may have about drainage or any other site design constraints. I'll just touch on a
couple of points before I turn it over to Mike to kind of walk you through the project itself. As
Mr. Generous indicated we're operating under the construct of your PUD ordinance which is the
City's zoning device. The device many cities have that allows somewhat more flexibility in the
Chanhassen Planning Commission — April 21, 2015
application of your zoning ordinances in exchange for creativity of design. Other concessions
that are kind of a trade off if you will in trying to make sure that you get strong architecture.
Strong use. Strong amenities. Whatever are in play in exchange for some deviations if you will
from the code. Because we're in a PUD there isn't a strict standard that regulates height for
example and as Mr. Clemmons is going to indicate in a couple of minutes we feel like we've
proposed a very strong architectural styled building. Understand there's the concern raised about
height. Respectfully we feel like the height is proportionate to the kind of building that we're
trying to position along Highway 5 and I would note to that point that the elevation concern
that's been raised is oriented to Highway 5. It's not oriented to the residential neighborhood and
in fact will not be lit to the back side such that it would pose a light intrusion to the residential
neighborhood. Notwithstanding that we understand staffs concern and we're happy to talk with
you about that but I just wanted to make that point to you and we think under the PUD ordinance
it's a proper area for flexibility because we think in totality, based on some other data that Mr.
Clemmons will share with you in a minute, we feel like it's a fair compromise and I'll just tell
you it's a very important architectural element for the company. It's part of their signature look
and we respect that there's some anxiety about what that look might be like but hopefully we can
address your concerns this evening such that you'll be able to support the project in total. With
that I'll turn it over to Mr. Clemmons and let him review the project in more detail with you.
Thank you very much.
Aller: Thank you.
Mike Clemmons: Commission members, how are you? This is, I brought with me. It's the only
one I have because I'm out of them and I'm happy to leave it with you except I have to take it to
Chicago tomorrow. It is the only one. I will mail you as soon as I get off the printer the 2015
version. This is what we take. This is what I show people from a real estate standpoint and can
you all see that? We're a child care provider. We're a daycare provider and one of the things
that we do, we were a two time franchisee for a number of years. It's a brother and sister owned
company and our brand kept expanding and getting a little nicer and a little nicer and a little
nicer. We were approached by the franchisor company to buy back all of our Teeter Times in
2007 and allowed us to go a different direction. A little nicer direction quite honestly. When
you say daycare to some people they shutter. It's not what they want to hear in their
neighborhood and I'm going to walk you through some photos. These are actual photographs.
There's nothing retouched. If I show you this, it's an artist's conception and it's what might be
and so what I wanted to walk you through a little bit and I don't know if that's upside down for
you or not or if you can see that.
Aller: No it's fine.
Mike Clemmons: This is the entry feature for our Fall Creek, Texas and I'm going to come back
to the 50 foot height. I'm not going to shy from that or avoid that or try to play games with
anybody. I want to answer that and be up front. 50 feet scares people. It's 8 percent of our total
elevations. It's 17 percent of the total front elevation so when you start thinking in terms of 50
feet, if we wanted to put 50 feet in here and it was a 50 foot perimeter, I'd share your concerns
but I want to walk you through how from an architectural standpoint I think that that is
something that is a little less intimidating. So let me, I'm going to show you a couple of pictures.
Chanhassen Planning Commission — April 21, 2015
These are the same pictures that 6 or 9 months ago I met with the homeowners and had an
informal meeting. This is the opening in Cinco Ranch. As you can see these were people lined
clear up around the building and I'm telling you when we open in Chanhassen there will be
people there that think they're coming to a Pink Floyd concert. They will be camped out all
right for a place in this daycare. It happens everywhere we go and I have picture after picture
after picture to show you this and here's why. To mitigate your concerns about parking we do
not allow queuing like a grade school. You cannot do a drive by and tell your kid to tuck and
roll and throw him out the door as you go by. You physically have to park your car. Hold
Johnny by the hand and bring him into the building, and we do that for security reasons and a lot
of what we do, which we won't touch on here tonight from an operational standpoint is security,
security, security and the fences are 6 feet and when we get there I'll show you those and I'll
show you what they look like. So you walk in. You check in. You can't see it here tonight but
see where my thumb is? These, and I'm going to use a 10 maybe. These are television monitors
like you'd have in a Las Vegas casino so the director who's sitting here can look up, and there's
actually these are, there's actually 12. There's 12 more on the other side of the room over here
and so that the person who's sitting at the front of this building can be looking at every single
aspect of that...
There was technical difficulty with the audio equipment at this point in the applicant's
presentation.
Mike Clemmons: ...schools private or public and then they go onto University, they're prepared
to public speak, math, etcetera. This is the, and I'm going to go kind of quickly. You can stop
me and we'll come back. This is the after school homework area and if you'll notice there's
what's called a hash tablet which has our proprietary software used by the little kids where we
can plug them right into the Chanhassen School District where they can turn in their homework,
etcetera. We want to play video games, me personally I'm a little too old for that. I wouldn't let
them do it but that's what kids do. We have a basketball court on the inside. Weather isn't
always nice in all the parts of the world that we're in. This is the television studio. Again it's
geared towards public speaking. This part of the curriculum I'm a little fuzzy on but that's not
what I'm here for. This is the math and science room. As you can see on the interior, this is the
solar system. It's internally illuminated. The plants are in there. This is where the math and
science, this is the math and science room. Now what we're going to do is we're going to walk
through a succession of classrooms just so you get a flavor. This is the art studio. We enroll our
kids in a room and then we rotate them. In a home room and then we rotate them through math
and science and art and all of these others throughout the day. As you can well imagine if you
parked a 3 year old in one room all day you'd have trouble. This way we, it helps them interact
with others. It helps them feel less bored. This is the library. Has a 1,500 gallon aquarium tank.
Salt water tank right there. This is designed for quiet time. Let the kids come in after school, get
their homework done. This is for the really little guys. This is for the kids that are, let's call
them one year olds. The ones that get run over by everybody else. This is their indoor play
room called Imagination Island and it's a police station, a fire station, a bakery and it's just
basically a good safe place for these kids to come and play where the 5 year olds aren't running
them over. This is in here for real estate purposes but our site at Chanhassen's really nice
because it's a nice big rectangle. Allows us to do a rectangular shape. This is a Z shaped piece
of property in Phoenix. It's in Scottsdale and it's in here to show people that we can change up
N
Chanhassen Planning Commission — April 21, 2015
the playground locations a little bit here and there if we have unique real estate. These are the
play structures that are in the back. These are in that same location that I just showed you. All
of the surface area outside you'll notice is not grass. It's the playground material like you put in
your public parks. The whole idea is when your kids come in from, when they go home to see
you at night after they've been with us all day the last thing you want to do is have mud and
grass stains everywhere and the last thing we want to do is be cleaning that out of the store or the
center every single night. So you have these centers. We do have tennis courts. We have
basketball courts. This is Cinco again. This is trying to show you a little bit of what the
buildings and the architectural components. The elevations. The fences and crash gates. We
have to be able to get the fire department into the back of the building. You asked about signing
people in. They have to come in and sign in with this so you don't have the queuing in our
center like you have in a lot of our competitors where they pull in and drop kids off. You have to
bring your child in. Check them in. You have to come in, pick them up at night and take them
out. Again that's for security. That's another picture of the library. This is the infant rooms.
We take children from 6 weeks through 6t' grade so that's 12. Could be 13 but they're in our
after school program. Two year olds or 1 '/2 year olds. These we're working our way up to the
preschoolers and that's, that's who we are and so I wanted to give that quick tour just to show
you some of the architectural features. What the classrooms look like. What the quality of
construction is and it is not a cheap. It is probably the nicest daycare you're going to find in the
United States. It is, there's already somebody else that calls their company creme de la creme
but really we are the cream of the crop and we're proud of it and so I'm happy to answer any
questions that you have.
Aller: Great. How many states are you in now?
Mike Clemmons: We are open in 6. We are probably have property tied up in 15 or 20.
Aller: And the 6 that you're open in, and including the ones that we've seen in the photographs,
are they at 50 feet or are they different?
Mike Clemmons: Some are.
Aller: Some aren't?
Mike Clemmons: Some are. I said some are. 45 is our typical elevation. When we looked at
this Highway 5 location because it's out on the freeway, we have some that are out on these
types of locations. Because of the setbacks from the roads we try to go 50. And let me address
that with you real fast. Again I know that the 50 sounds. If I thought 50 feet in a cube were
landing there I would be scared to death but here's, here are a couple of thoughts. When we
looked at the 50 feet we went back and looked at the prior zoning case for this particular property
and that was Planning Case 2013, so it was in 2013-07. It received unanimous approval. It had a
155 unit multi -family apartment complex on it. It was one structure. One physical structure. It
was a big C shaped structure that followed 5, Galpin and 78' around and it had a 46 foot peak
height. There was one part of the building that was a little bit lower but when you look at the old
photos that building was 46 feet from one start of the big capital letter C all the way to, it was
kind of an inverse. All the way to the other side. Our height is 50 feet in 17 percent of our area.
10
Chanhassen Planning Commission — April 21, 2015
Not 46 feet in 100 percent of our area. Our average peak, when you look at our average we're 29
feet. We're 17 feet lower than the building that was approved once before so we didn't ignore
the City. We didn't ignore what had happened before. We actually tried to think about how to
make it fit within that. So the other thing that we agreed to, when we met with, and some of the
residents are here that were here the fast time we met, we had said the parcel to the north. The 6
acres to the north, that we would honor Oppidan, which was the prior developer, that we would
honor their commitment to the neighbors to not develop that property in perpetuity. We will
never ask you. We'll never come back here and ask to do anything north of 78`h Street.
Aller: So just for clarification. That's Lot A? Outlot A.
Generous: Yeah, Parcel A.
Mike Clemmons: A was yeah, to the north. So what we tried to do is say look, we'll honor that.
We'll keep this moved as far to the south as possible. We did one row of parking in the front
which is part of moving that, and I can't get any farther. That's just we're out so we looked at
the height of the project before we had talked to the neighbors. We had made the commitment to
keep the park there. We're planting some additional trees to buffer and the distance of our
building is approximately the same as the Oppidan building. I have to think about my directions
here to the, it's the west and we're considerably farther south than they would have been in their
original C shaped, the multi -family configuration. So here's what I did. I did this on, I sent this
to our architect and they did it quickly so there's going to be an error or two in my math but
conceptually it's correct. So there are the elevations and without my magnifying glass I can't
read these but I know what they are. But anyway they have call out's for the building heights
everywhere that the articulation changes and I thought that was great. That was part of the
answer. So I asked them to take the same plans and I'm happy to leave these with you and then
what they did was they gave me a lineal dimension for each. So I'm a terrible scribbler so let me
do this. From here to here, and I have a height okay. I did that for the whole building for all
elevations. And I did this yesterday in a little bit of a burry. So then what I did, and I don't
know if you can zoom in on this. But I'll tell you what, and I'll leave this with you. I can, well
there you go. I'll show you what it says. So what I did is I took the front elevation and I had a
lineal footage because the building's 250 feet wide and then I went with the height for each
component and so we have something that's 56 feet and it's 40 feet tall. 19 feet and it's 26 and
as you can see it totals 2,248 feet. That's 100 percent and average across the front elevation is
36. You can't read that but it's 36.8 feet. It's 36 and 10 is what that is. So we meet the spirit of
the 37 feet 7 that's in the staff report. I just don't meet it by having one flat plane. Does that
make sense? Then the next, I'm just going to move this. You can't read it because it's a little
fuzzy but this is the right elevation. It's 139 feet. It's 29 feet in average elevation height. It has
a peak height, meaning the maximum height on that elevation is 36 feet. 36 and three-quarters.
Same exercise on the left elevation. Highest is 40 feet. It's 41 percent of that. The average is 32
feet let's call it. I'm rounding. And in the rear elevation, for some reason I built a trapezoid here
because I'm only 248. 245 feet on the south but I'm only 26 feet. The punch line to this whole
thing is probably not readable but I'll tell you what it is. If I have a 50 foot rotunda height that's
17 percent of the front elevation's width. It's 8 percent of the total elevation. As you can see in
our entry feature is, now it's zoomed a little much but it's key to the focal point of where we
bring the parents in and out of the building. It really is key to our architecture. If you look
11
Chanhassen Planning Commission — April 21, 2015
across all elevations at 33 feet average height. So and the other which you won't be able to see
on, and I'll pass it around and you really won't be able to see it and I don't think the audience
will be able to see it very well but the, while the front elevation here is, this is the front on top.
The rear elevation, it's like a wedge. It's small towards the homeowners and it gets larger
towards the street and that was intended to try to put the mass of the building again as far away
from the homes as we could. So what we're respectfully requesting is that we, the elevations as
presented, we'd like to build those. And if that height causes you terrible heartburn. There's just
consternation over that 50 foot number, we can lower that 45 and it won't be an exact 5 foot slice
out of the middle of the building because there's some internal features that you know the
basketball courts in there and some other, screening of the mechanical because we screen all the
mechanical and that's part of what those parapets are doing. It won't be an exact foot for foot
reduction but what it does, if my math is correct and I believe it is, you don't need to zoom in.
What I'll just tell you is, and I'll leave this it you. This is 45 feet here and the average drops to
about 29 feet. It's not an exact 5 for 5 reduction but that is something we could with, it allows us
to keep our architectural, the integrity. It keeps the building looking the way and it's a good
looking building. We like to keep it that way and that's what we're requesting. Is that if you
can't wrap your arms around the 50 feet. If it's just uncomfortable, then the 45. Again it's an
average height of 29 feet. It's a 45 foot rotunda and we can keep the architecture looking
essentially what we presented in, it's shown in the staff report and the drawings I have here.
That was the height issue. There were 4 items. One was you wanted glass. There were a couple
that were real easy. The glass is a little more problematic for us. On the side elevations. This
elevation right here, which is the east elevation is the bowling alley. And so we could put some
glass in here but it's glass to the detention pond so I don't know that you gain what you would
hope to gain. This side is classrooms where the design of the classrooms doesn't easily
accommodate glass, and quite frankly we don't want people looking in on babies, one year olds
and two year olds. That's the classrooms that are on that side of the building. We could put
some spanrow glass in here to give it a faux glass look to mirror what's on the Walgreen's side.
Or CVS. Is it Walgreen's or CVS?
Generous: CVS.
Mike Clemmons: So I went and drove by there. They have clear story windows that are about
10 feet off the ground and they're about 3 feet tall and they kind of wrap the building so they
don't look, you're not looking in but I think it provides some light. We could do something
along this elevation here to break it up. We could put some spanrow here and then we obviously
have all these exiting doors for the classrooms. So there's something we could do. I don't think
it's as much as if we could put a faux storefront on the side of the building. And I truly don't
know how to address that other than maybe between now and the council, ask our architects to
take a stab at it. Because sure as shoot I'll commit to something and I'll be wrong because I
want to put, I suggested we put glass here and they laughed at me because they said well you're
going to be looking into where the bowling lanes, where the bowling pins reset so that's a bad
idea so.
Tietz: Is this plan that we have in our packet, the sheet A-1 not accurate then because the
bowling alley is on the west side.
12
Chanhassen Planning Commission — April 21, 2015
Mike Clemmons: The bowling alley in this building would be.
Alan Catchpool: That is correct. You are correct.
Tietz: Okay. So we're talking about windows not in the bowling alley. We're talking on the
east side.
Generous: It's just on the eastern elevation.
Alan Catchpool: On Galpin.
Mike Clemmons: East, right. Didn't you say, you said west correct?
Generous: No, east.
Mike Clemmons: The bowling alley...
Tietz: Is on the west side in this plan.
Mike Clemmons: And that's correct.
Tietz: Okay.
Mike Clemmons: And I'm sorry, they wrote this as elevation left and right so I'm having to
think through my left and right here while I'm standing here. This is the west elevation with the
bowling alley right here. And we could put some windows in the bowling alley here. You can't
see what I'm writing on.
Tietz: I think the question was for windows on the east side wasn't it? On Galpin.
Mike Clemmons: What I'm saying is.
Tietz: Why would you put them on the bowling alley if the question's about the east side?
Mike Clemmons: Because it's easy. What I'm saying is it's easy to do it on the wrong side of
the building. I don't think it adds any value. On the side you want it on, which is the east side,
it's much more problematic and I need to turn to my architect to tell you what I can't actually do.
And if we do it, it would be spanrow glass because that's I think the bigger point. If I can do it
in spanrow and if I can do it they have to show me where it fits. I'm not trying to evasive. In
other words I'm not trying to avoid that issue tonight. I'm saying I can't answer it. So that's
what we have and I'm happy to answer any questions. I just wanted to cover.
Aller: No and we appreciate the fact that you're answering obviously with candor and it's okay
not to know and this is a process so anything we do today is going to go to City Council and City
Council can change it and go 180 degrees on what we recommend so we appreciate the
comments and the conversation which leads me to the parking and the queuing. If you're, have
13
Chanhassen Planning Commission — April 21, 2015
you run into the fact that if you've only got a limited number of parking spaces and you have a
large number of students coming in and the parking spaces are full and a queue develops?
Mike Clemmons: Let me answer that. Again this is a, this is actually, you have to take a step
back from what you think, when you think about grade schools. It's spelled out in the traffic
report, and I don't, I did not bring a copy of that. I'm probably not the perfect person to explain
that but this is going to be so much better if we were sitting around a round table and I had a
pitcher of beer because I like to draw pictures, okay. Your average grade school, if this is 8:00 in
the morning and 2:00 in the afternoon, and I'm going to be off a little but you know it's going to
be 8:30 and 2:15 or whatever. They have nothing, nothing, nothing until the traffic spikes and
then nothing, nothing and traffic spikes. They'll have a little blip in the middle when Johnny or
Betty gets sick but they get inundated for 30 minutes. The tide comes in. The tide goes out. The
tide comes in. The tide goes out. We open at 6:30 in the morning. We're not open on nights or
weekends and we do not rent our facilities out. It is just a school. It is just a daycare 5 days a
week. But remember their peak starts here. We start having people trickle in. We might have
the same volume of traffic over the course of a day but it hits, it doesn't hit in these two tidal
waves. So what will happen is, our traffic starts coming in. It blips up. And I'm drawing this
too flat but you'll understand my, it's a little more evenly spread out over the course of the day.
This probably needs to be up a little higher. This one a little higher but then we have a little peak
in the middle from the kids that go half day because part of our program is half day. So it may
have the same volume of traffic. It is spread out much more evenly over the course of the day
and that's why we, and number one we don't, like a lot of grade schools, allow people to, the
parents will literally pull in and they don't have to get out of the car. We don't allow that. So
from a queuing, and remember when you're dropping your kids off or picking them up, you're
not there to look at their art project. You're not, they're not doing any of that. They're there 5 or
10 minutes tops and they're gone.
Aller: Okay but my question goes to the experience with the school and the queuing on the
property and out to what would be 78`" and Galpin. Is, are those spots that are allotted ever filled
where it's 100 percent filled and there are people still waiting? In your experience. And I
understand that over the course of the day it may be less but there are still going to be time
periods when you're inundated with parents that are coming in to pick up or drop off.
Mike Clemmons: Sure. I'm sure the answer's absolutely. There's got to be a point in the day at
one of our centers where those are absolutely full. As a general statement, because I don't have
any good factual data for you and if I had known I would have brought it but I sat down the other
day to ask myself that question as we look at properties around the US and what our needs are.
So I put together a spread sheet of 15 or 20 of our similar stores. 33,000 square feet and I looked
at what's the parking requirement because in Alfreda, Georgia they'll take 62 parking spaces
which is not enough for us. In one location on Long Island they wanted 214 so I kind of ignore
that and I say how many did we end up building and how many are on site and what did we
provide and across 13 centers we provide something like 102 parking spaces on average in those
centers and we don't have parking issues and that's the hardest thing to articulate because if I
come into your city and I say wink, wink. I only need 100 spaces. You turn to the code and the
code says well you need 140 because it says you need this and you need this but I can tell you
from real experience we, across 13 centers that 100 spaces is adequate and there sure, there may
14
Chanhassen Planning Commission — April 21, 2015
be a time during the day but we don't do special events so when your kids are in grade school
and they have their holiday play everybody shows up for 2 hours for the holiday play, right? We
don't have those type of events scheduled basically other than the grand opening and it will be
packed at the grand opening but that's a day of just pandemonium and it dies down. And then
the other thing about is we have our own school buses that go out and they'll literally drive right
across the street and pick up 8 kids and bring them back in so that cuts down on the need for
more cars in the parking lot.
Aller: Okay. Commissioner Hokkanen.
Hokkanen: Did I miss somewhere in here? Is there a capacity on the number of kids per this?
Mike Clemmons: There is and that's, and I'll be straight up, it's really deceiving. We had this
conversation with the City. When you license a daycare you're subject not only to fire, local fire
regs. You are subject to State licensing regs and daycare is very, can be very granular across the
United States. In Minnesota you have one State licensing group at the State level and you may
have something at the County. I won't deal with that so again I'm not being evasive but
generally in some states you license at the State, the County, the City, the local.
Hokkanen: Right.
Mike Clemmons: Minnesota's a lot cleaner in that regard. I believe that in Minnesota what's
going to happen is, they're going to look at the Fire Marshal's plans and so if for example you
could put a kid, whatever's behind door number 3 here, you're going to license for it according
to the regs. So the fire department will give you a maximum capacity. Do you know? Do you
remember? I know I'm putting you on the spot. It's going to be 550.
Alan Catchpool: The initial word was I think 550. Somewhere in there
Mike Clemmons: And that's because if you can put a kid in there you're going to have a fire
department member that says you can have a maximum of 3 kids in the bathroom or 1 or
whatever. The way that we in our schools, and it's a terrible drawing but I'll do it anyway
because that's who I am. If we had a school, we had a rotunda and we had a school and we have
a courtyard in the back. You'll notice the courtyard in the back and that's so that these kids in
these classrooms can exit, okay. That's why that's architecture's like that but generally speaking
and I'm going to say these are the, the west side of the building is the older kids because the
bowling alley is here. And so the east side is the younger kids so I'm going to put a Y in and I
just like to keep my facts straight. All of the classrooms that are located in about this area on
your, well you know you have a floor plan don't you in the packet. Little more, okay thank you.
Now I'm going to write on Alan's floor plan. Okay. I'm just going to put a couple, does anyone
have a Sharpie? Something a little fatter by chance. You don't, okay. Classroom. Classroom.
Classroom. Classroom, Classroom. Classroom. Classroom. Classroom. Classroom.
Classroom. Classroom. Classroom. Classroom. Classroom. Classroom. Classroom. Can you
guys see that? Thank you very much. Okay so these are all classrooms where we will enroll a
child. They all have a license capacity that goes with them from a State licensing standpoint and
from the Fire Marshal standpoint.
15
Chanhassen Planning Commission — April 21, 2015
Hokkanen: Right.
Mike Clemmons: This is, and I'm going to do, this is a specialty room. Specialty room.
Specialty room. Specialty room. Specialty, specialty. Modem dance is probably specialty but
I'm going to, I'm not going to circle that and I'll explain it why I'm in it. This area of the house
if you will is all after school so when they show up, they show up right. So that's going to he
full and that's just what's going to happen. So, oh I'm sorry. This art room is a specialty. So
when we sign children up for this daycare, when we enroll children we will, age appropriate
obviously, these are 6 weeks to a year. And then these are all the little guys. The one's and
twosies and they get older til they're about 4 here. These rooms are licenses and have a
maximum capacity. They have to be. But they don't necessarily have children in them during
the course of the day so this group of children, these explorers will then go, will go spend. I say
play but I get in trouble for that. These kids will rotate into this room and then they'll rotate to
math and science. They may go bake a cookie. They may, you know the wind's blowing and
they're not playing outside, they may rotate here. So my point is these rooms will have less, are
there. The slashes are all home rooms and then we rotate them through these so your 550 kids,
normally we have 62 percent of licensed capacity is enrolled and normally 51 percent is
physically in the building. That's what we found across our centers. Right. And you have to
think of this like a movie theater. I can't go to the movies and have you sit in my lap. The Fire
Marshal frowns on that so that's, we have to make sure that unlike a gym that if they have 100,
let's say the Fire Department allows you to have 100 people in the building. They may sell
1,000 memberships.
Hokkanen: Okay. Well I guess what, we got a little off track. I was, do you have any statistics
on how many of those 550 per family, is it 2 kids per family?
Mike Clemmons: Oh it's usually about, we get about 1.3, 1.2, 1.3. Some areas of the country
more. Some less.
Hokkanen: Okay. I guess I was trying to get to your question about the queuing is that when
you go drop off your kids at school they start at 8:00 so everybody's got to be there at 8:00.
Where this I see your point where people are going to work so they drop off at 7:00. They drop
off at 7:30. Not everybody's going there at the same time.
Mike Clemmons: We also have a lot of people who are, another misconception is that mom and
dad both work and that's why kids are in our daycare. A lot of the kids that enroll, mom doesn't
work. Mom, we are, and as you skew towards more affluent areas we actually have more kids
that sign up full time go one day a week. And the reason is if you sign up part time you have to
pick specifically what on Monday, Wednesday, Friday at these times. If you sign up full time,
we're your babysitter because they come and go whenever they please and the volume, the more
it skews towards affluent the fewer kids are actually in the building. So it's a hard from a traffic
standpoint. In fact we had gone out and engaged a traffic company called Wink which
unbeknownst to us is who Kate said the City would use to review it except we already hired them
so they're a good engineer. They knew what they were doing and I think the guy's name was
Todd. I have to go look at the report but he and I sat down and I walked him through. Here's
16
Chanhassen Planning Commission — April 21, 2015
how it works. Here's the information. Here's factual data that we gave him that is not public
information because it was out of 3 or 4 of our Texas centers. By week. And then you know
Christmas you can just see the volume go to nothing so we said look ignore that but here's 4
weeks of factual data of, here's the enrollment numbers. Here's the kids in the building, etcetera
so we're very comfortable that we don't have that queuing problem. Some daycares, it's just
hard to explain. It's one of those that we deal with a lot.
Hokkanen: One more question. Sorry.
Aller: Commissioner Hokkanen.
Hokkanen: Maybe for Bob. On the plat here there is one of the, for the power lines there is a
tower somewhere on this property, isn't there?
Alan Catchpool: It's on the west. Southwest comer.
Generous: Yes.
Hokkanen: How tall is that? Does anybody know how tall that is?
Alan Catchpool: There's a power line tower.
Hokkanen: Like is it 100 feet?
Generous: Transmission tower.
Hokkanen: Just trying to get a you know.
Aller: Alyson, do we know?
Mike Clemmons: 'They're like 69kv lines. Those are big lines.
Hokkanen: They are, alright. I mean I live in this area so I'm very familiar. That's why I have
some questions. I mean I don't really have a problem with the 45 foot but I'm trying to get a
little bit of, I mean if we've got two huge towers and they've got 45 feet in there and it looks and
it's on the Highway 5 side and there's not a, any lights for the neighbors. Have any neighbors
raised any concerns about the height?
Generous: I didn't receive one call.
Hokkanen: So I'm just curious.
Aller: Well and that's why it's important that xx e ask the questions now.
Hokkanen: Right.
17
Chanhassen Planning Commission — April 21, 2015
Aller: And why it's important that you're candid now because people are watching at home.
People are going to review the Minutes on this and they're going to prepare for City Council and
you may end up with a hundred neighbors that show up and have a view point on what's been
presented tonight so it's always good, and that's what this committee does is we flush out those
issues and we try to make the best recommendations we can so.
Mike Clemmons: We've actually met with the neighbors about 6 or 9 months ago and it started
out, and if I was in the neighborhood, look. I live in a nice community like Chanhassen as well
so, and the neighbors asked a lot of questions and I think at the end of the night they were
pleased. It was, with what we were doing and in fact I don't think Kate had said afterwards quite
the opposite. I don't think that there were any negative comments received. I think that there
were some positive comments received. And we actually even tried to get the No U Turn sign
put up. One of the ladies had asked me at the public meeting and we tried and we were basically
said, not that Chanhassen didn't. The other people said it's not for you to tell us what to do.
Tietz: Bob do you have any, I'm looking in my mind at Lifetime Fitness and that's not a parapet
but it's a high element in the center which is the you know the primary focus of the front door.
Now that's a two story building but it's all athletics so I'm sure that those floor heights are
different but that, have any sense of what that height might be?
Generous: I believe that's close to the 50 foot height
Tietz: Okay so that.
Generous: Which the City does permit in our industrial districts
Tietz: In the industrial because that's in industrial. And then as I drove up tonight, now it's a
different massing. Different scale but Byerly's is of a similar prominent front entry that has a
higher center portion. Now it's an all brick structure and it's a, you know it's a grocery story but
it has prominence and I know in looking at your website for both the architect and for CLA, I
mean this is the signature piece. It's the rotunda is it for 19 of them in Texas.
Mike Clemmons: Right.
Tietz: So has the architect ever worked in Minnesota before?
Mike Clemmons: No. You're our, this is our, or has the architectural firm?
Tietz: The architect
Mike Clemmons: Oh I'm sure they have. Casco's big and although I can't speak for them but
I'm sure they have.
Tietz: Okay. I'm also curious about the use, it says stucco and then scored EIFS. Is it all EIFS
and it's just called stucco in one case and scored because it's put up in modules and then covered
with plaster and the EIFS?
IU
Chanhassen Planning Commission — April 21, 2015
Mike Clemmons: I can't, I started to turn to Alan but I need to turn to my architect. I can't
answer that but I will by council.
Tietz: Okay. Just curious.
Mike Clemmons: Yeah. I think if you look at the finishes we have in different locales it's a
little of everything and that's, again I'm not being evasive but I would have to find out what
we're talking about for...
Tietz: One of your images looked like it was an all brick building.
Mike Clemmons: Well I'm sure one of them was. Probably in Georgia I suspect or Texas.
Tietz: Oh and what's the, what's the file storage room? Is that a free standing unit?
Mike Clemmons: Yeah there's a file storage room in our, it's out in the back in the play area. Is
that the one you're talking about?
Tietz: I don't know.
Mike Clemmons: And it's just because there's no room on the inside of the building for it. They
build a separate little building out there where they do record retention and then get rid of it after
X number of time.
Tietz: Okay. I wasn't sure if that was play equipment storage but that is the file storage.
Mike Clemmons: It is. At some point we had some playground equipment that would go in
there because we didn't, we put the trikes in there but we move those in a lot. They're, that
building's too small to hold all the playground equipment.
Aller: Commissioner Madsen, did you have a question?
Madsen: Yes. You had mentioned that there would be school buses for drop off. Will those be
queuing or will there be parking spots for that?
Mike Clemmons: No they're our buses. Not a public school bus but our own small school buses
and they will park and take the kids in.
Madsen: Okay, thank you.
Undestad: I've got a quick question for you too. How many total schools do you have now?
Across the whole U.S.
Mike Clemmons: I have to do the math. We sold 28. We, it's a brother and a sister that own
this. We have probably 30 that are open. We have another 30 in development at some stage.
19
Chanhassen Planning Commission — April 21, 2015
We'll probably by the end of this year have 65 or, well when I say have. In development. Open.
Under construction we're probably 65-70.
Undestad: And is this kind of the common footprint of all the facilities?
Mike Clemmons: It is. It is. It's the 33,000 square foot building. If you get into areas where
the land is really expensive, Long Island, Chicago, we actually build a bigger building. It's kind
of counter intuitive but because we've already have such a sunk cost in the land we have to go a
little bigger. Everywhere else 33 is pretty much.
Undestad: So you're not really trying anything different here than you've already tried
elsewhere?
Mike Clemmons: Correct.
Undestad: Okay.
Mike Clemmons: Yeah some of the buildings you'll see on our web page are old legacy real
estate where we actually owned the real estate when we sold the company and as our brand
evolved and as we were kind of figuring out what we wanted to be when we grew up so to speak,
you'll see a progression of more traditional to this.
Undestad: Can you pop up the interior of your entrance one more time for me?
Mike Clemmons: Sure. It's colorful.
Undestad: There you go.
Mike Clemmons: It's hard to see and I'm happy to pass the book around.
Undestad: Is this one of your 50 foot interior buildings do you know?
Mike Clemmons: I don't know. It's 45 or 50. 45's the lowest we build. But when you walk in
it has a.
Undestad: It looks impressive.
Mike Clemmons: Oh it is. It's, all of these murals that are in here we used to paint by hand. We
had a truly unique artist type guy that would travel the country and paint them and then one day
he just didn't show up so we actually had to go get somebody to paint them and then get them
made from a vendor so that they would be the same around the country but.
Undestad: So again yeah your comment, same around the country. So the interior, the finishes,
everything you just duplicate.
20
Chanhassen Planning Commission — April 21, 2015
Mike Clemmons: Right but he would literally paint the same dolphins in the same location until
one day he just quit showing up. He was an artist. He was pretty unique.
Undestad: Alright, thank you.
Aller: This is a true franchise is what we're hearing?
Mike Clemmons: No, no, we're not a franchise.
Aller: Okay so it's, it's just.
Mike Clemmons: We are owned by a brother and a sister. We are not a franchise.
Aller: Store owned. So it's a brand.
Mike Clemmons: It's a brand correct.
Aller: And they're making sure that it's consistent throughout.
Mike Clemmons: Very consistent, yes.
Hokkanen: Lifetime...
Mike Clemmons: We're actually, know the Lifetime people very well. We're buying a couple
of properties from them and developing with them. Same thing. Brand is very important.
Aller: Okay. Any additional questions at this time?
Yusuf: I just have one.
Aller: Commissioner Yusuf.
Yusuf: Is it appropriate to ask about snow removal plans with respect to the way the site is laid
out?
Aller: Absolutely.
Mike Clemmons: I'm a guy from Phoenix, Arizona. It was 90 degrees today and I left my coat
in the car. Luckily I have a raincoat with me. I'll answer any question you want about snow
removal. It will be so wrong but Alan who lives in Minneapolis. He's a native. He can answer
that but I'm the wrong guy.
Alan Catchpool: Like he said, yeah we have, my name's Alan Catchpool with CEI Engineering.
We're the civil and yeah I mean we have, the only place we really have double row parking is
over on the east side. Otherwise I mean we can put snow anywhere you know. We've got the
stormwater pond here. They won't be really dumping it into the wetland. Again we've got a
21
Chanhassen Planning Commission — April 21, 2015
large open area to the north that can be blown in there and stockpiled and so considering that
most site, this actually has quite a bit of green space to be piling snow.
Aller: And while we've got you up there Mr. Catcbpool.
Alan Catchpool: Yeah.
Aller: The style and brand of the building, I guess the question is, is it truly functional or is it the
character? The aesthetic of having the atrium and.
Alan Catchpool: Well I probably shouldn't be. I'm the civil engineer so I'm not the architect so
I shouldn't be answering with that one.
Aller: But a civil engineer it's structurally it would be sound if it was proportionately lower or
higher?
Alan Catchpool: Absolutely. Yes.
Aller: Okay.
Alan Catchpool: I mean like I said, you know the typical that they have is 50. They've done 45
but yes, that is their, that is the wow factor. That is what they're looking at. And we are, go
ahead.
Weick: It's going to be signed all the way around right? It's just lit I thought I heard. Right, it's
lit in the front.
Mike Clemmons: It is. We told the neighbors that we would make sure that there was no, I
mean when we met with the City and when we met with the neighbors we had to use down
lighting appropriately. We tried to keep the, there are no signs on the back of the building.
They're on the east, west, south. I'll say front, left, right because I've got my map turned
around.
Aller: And Bob that's consistent with our code? Typically it's frontage close to 5.
Generous: Yes, it's street frontage.
Aller: From the collectors.
Generous: Technically they could have it on the north side also.
Aller: But it's a PUD so you've got...
Mike Clemmons: Well the code allowed, because it's 78`' but we've elected not to do it because
we've already told the homeowners we wouldn't kill them with light over.
22
Chanhassen Planning Commission — April 21, 2015
Aller: And they'll be a lot harder on you than us.
Mike Clemmons: Oh I know. As well as they should be right?
Aller: Any additional questions at this point?
Tietz: Andrew just one more question.
Aller: Mr. Tietz.
Tietz: Is that Parcel A, is that dedicated or held as open space? Will it be dedicated to the City?
Mike Clemmons: We need to work that out with the City. Probably be dedicated to the City.
The prior developer had made an agreement is my understanding that they would dedicate it.
Tietz: Okay, I wasn't aware of that.
Mike Clemmons: Yeah. Well that was kind of.
Aller: That was just part of the density shift.
Mike Clemmons: What's that?
Aller: That was part of the density shift there. But that's neither here nor there. You're
agreeing to keep it open.
Mike Clemmons: We're agreeing to keep it open.
Aller: It will either be maintained by you the developer or it will be kept to the City.
Transferred over.
Mike Clemmons: I have a commitment that I have to honor which is evidently there's still a sign
over there from the golf putt putt and one of the neighbors asked if I could take down and the
other neighbor said I could only take it down if I put it in that lady's back yard. I'm going to let
them work that out. Oh I'm going to take the sign down so. But we're excited about it. We
really, we really are. We think that this is a great location. I keep threatening to move here and
they won't let me but then I come here and it snows and it's 90, I left my coat at home. I'm not
so sure I'm going to move here yet but it's a nice place. We're happy to be part of it.
Aller: Okay, thank you very much.
Mike Clemmons: Do you want me to leave with you, I think any of these on the heights and
how I arrived at my math?
Generous: Yeah, you can have it for the next time. The math stuff maybe.
23
Chanhassen Planning Commission — April 21, 2015
Aller: We just want to make sure that it gets to the council and is attached to the packet
Generous: Yes, they'd like to look at the book though
Mike Clemmons: Oh absolutely.
Aller: Thank you. At this point in time we'll find out how the neighbors feel about it. We'll
open up the public hearing. And individuals wishing to speak either for or against can do so at
this time. If you could come forward and state your name and address for the record. That
would be great.
Larry Martin: Good, my name is Larry Martin. I live in Vasserman Ridge. I'm on the directors
there.
Aller: Welcome Mr, Martin.
Larry Martin: Pardon?
Aller: Welcome Mr. Martin.
Larry Martin: Oh, thank you. We were blessed to be able to attend their presentation the 6 to 9
months ago and since then I've followed them on their web sites and stuff and what they're
doing and this is really a special type of a thing. I think if we, these columns that they want. The
front. The parapets and everything is part of their nation branding and I think if they can
continue that branding on the front there, I think it will be almost like a destination place in
Chanhassen because when this school opens I'm convinced it will be one of the finest in the
Twin Cities until they put up 4 or 5 more that they're looking at there. The Galpin thing is not
going to be solved. One of the biggest things on Galpin that the County won't deal with, it's a
45 miles an hour thing all the way to the stop sign. One of the things that was attractive to the
neighbors is the hours of this will be from 6:30 or 7:00 as they said to 7:00 at night. One of the
things in your packet has the photometrics in the lot there. There's not going to be a problem
there with that. This is 5 days a week too. Not 6 days. Not 7 so really I can't think of a more
ideal use for that land than has been proposed here. Let's see what other notes I've got here. It
has the potential to really fit in this area too. The economics of this area and the economics of
these things just fit like a glove together so. The questions I would have, have to do with these
outlots. The land on the north side of 78' Street has never been graded. It's a mess and the trees
have come in there so with the creek going right behind that it would be just super to turn that
into a little park and to have a view of that park from 78' Street as you go into the Vasserman
area here. Is there a potential for someone else to build on that other pad? Ask that to Bob.
Generous: Chairman, there would be as part of the PUD standards we said they would, they
could subdivide the property and meet those standards and then someone could build on that yes.
Larry Martin: Okay. How about the other part, that other parcel there which is a high
percentage wetland?
P
Chanhassen Planning Commission — April 21, 2015
Generous: Yeah Parcel A is designated as permanent open space and that's the zoning would
continue that.
Larry Martin: Okay but that could be changed.
Generous: Well yes. Zoning could be changed.
Larry Martin: Yes. The guide plan says it should be that way but with our Met Council the way
it is it could be changed so.
Generous: The City would have to agree to any rezoning of the property. It's local control.
Larry Martin: Okay.
Aller: It would come back before us if somebody wanted to do something and go up to the City
Council. You'd have an opportunity to come in and quite frankly one of the reasons why the
density, if you recall those hearings back in 2013, this commission was upset with the density on
that transfer and we wanted to make sure that it fit appropriately with the wetlands so we'll be
watching those wetland areas.
Larry Martin: Good. Well I think the good lord was watching over us when we didn't do that
and when we're doing this. It's a great direction that we're going in now. Thank you.
Aller: Thank you. Any additional comments? Seeing no one come forward at this point in time
we'll close the public hearing and open it up for commissioner comments and discussion.
Undestad: I think it's a nice project. Plenty of information on there. A lot of things they've got
to take care of on their laundry list there but, and you know I think if they're looking at, in my
opinion you know this is a brand. It's something they're looking at. You know 45 feet, 50 feet.
I mean I think it's, if the 50 feet is what they've been doing you know I'm up for 50 feet but if 45
feet is a number that they know they can do it with that but again when you look at the whole
size, and I'm looking at the massing of the building on there too. 5 feet at that rotunda I don't
think is going to change so I'd say leave it at 50 feet but.
Aller: Anyone else? Comments.
Hokkanen: I agree with Mark. I think it's a nice project for this site. For the open space it's
going to have for the way the traffic flows onto the east side. I just think overall it's, I mean I'm
really concerned with Galpin and 78`" Street and we need to address that as a City regardless of
this and I'll keep on that but, and I'm okay with the 50 feet. I think this is going to be like a
centerpiece. I think it's going to be a nice flagship center to start in Minnesota. It will be here in
Minnesota and Chanhassen and I think it kind of looks like a Lifetime for kids kind of a concept
and I think it's, I wish my kids could have gone to a daycare like this so that's my only word.
Aller: Well I'm going to be the naysayer. They've done it at 45 and I think that as long as it's
proportional and it's not structural. We've had that for a reason. I went up the other day and I
25
Chanhassen Planning Commission — April 21, 2015
sat off of Vasserman and I was driving around and trying to look at the views because I knew the
last time we were here on a project for that, that was one of the problems. People did not want to
have a 3 story or a 2 story and with this PUD, even though it's a one story, the height is higher
because of the elements so I don't want to create a situation where the brand isn't there. I think
it should be proportional so it will look the same. It will be something that people look at and
say yes, this is the same structure that we would have seen in Texas or in Arizona and have it be
that recognizable but I do want to give the opportunity to the neighborhood to have their sight
line maintained and I appreciate the fact that it's sloping and sound wise, it makes common sense
to me that it will be a buffer on 5 and Galpin to have the higher portion of the building there but
the sight restriction will be the same even though it's a little farther away, those individuals that
are looking out that direction, I would like to see them have a horizon. It will still be
distinguished and they can still look out towards 5 and say I know what that structure is. That's
there so I would like to see it proportionally scaled back to what they've done in the past. I'm
not sure I would restrict them to the 35 based on the amount of square footage but I would like to
see it go, or at least reviewed and the City Council have the opportunity to look at a plan to see
how it would look scaled back. Any additional comments? Questions. Discussion.
Weick: Well yeah, I would comment on the, I guess I take an opposite look at the proportion.
When I look at the size of the building and the features on the building I actually get concerned
to make it shorter, this is going to sound, I'll have as much difficulty as you did trying to explain
myself but to me that extra height is actually needed as a proportion to the size of that building.
My concern would be bringing it down diminishes that feature and really just then makes it look
like a, you know like a flat warehousey type structure. I like, I like the idea of going up as high
as possible on that tower and by highest possible I do mean 50 feet because I think it actually
makes the feature and it distinguishes the building. Not just so that it's noticeable but it
distinguishes the architecture of that building as something different as opposed to, you might
drive by otherwise and say well there's probably a bunch of, you know there's a Smashburger
and a Potbelly and a chiropractor in there you know. I think with a really dominant structure like
that in proportion to the overall size of the building itself I think is very important to that site so I
would, I would be in favor of the full 50 feet myself for those reasons.
Aller: And I would just, just ask consideration of the proportionality. I don't think that we're
going to diminish it that much when we're talking 5 feet but we are talking about a PUD and the
possibility that some other individual can come in at some point of time and do some additional
building. Subdivision and building which would fall under the same PUD which would then
allow them to do 50 feet.
Weick: I guess I would say like a 3 story apartment building that we approved. You know,
that'd be my.
Aller: So that's my consideration. My comment on it.
Tietz: I too would support the notion of a 45 foot. I think we need to see the, or someone needs
to look at the architectural implications because I don't believe all of that space internally is
functional space. That there's a lot of air space up there that creates the architecture of the
exterior and by dropping 4 or 5 feet on the main structure, if the other massing elements on the
26
Chanhassen Planning Commission — April 21, 2015
ends are proportionally dropped you still will have the heights you need in the center and it's just
a matter of how it's dealt with architecturally and I think it's worth looking into.
Aller: Any further discussion or comments? Otherwise I'll entertain a motion on how you want
to deal with this.
Undestad: I'll make a motion.
Aller: Commissioner Undestad.
Undestad: I need to find where I'm, alright. I'll make a motion that the Chanhassen Planning
Commission recommends City Council approve the Planned Unit Development, Rezoning and
Site Plan review subject to conditions in the staff report and adopts the Findings of Fact and
Recommendation with an adjustment of the planning item number 4 for the rotunda height to go
to 50 feet.
Hokkanen: I second it.
Aller: Having a motion and a second, any further discussion? I would like to offer a friendly
amendment that we would change that, modify that to not to exceed 50 feet to allow for the City
Council then to make a decision without modifying greatly so that it gives them an opportunity
and the recommendation that they supply a plan with the features so they can compare the two.
Undestad: I'll accept that.
Hokkanen: I'll second that again.
Aller: So first on the amendment, all those in favor of the amendment would signify by saying
aye.
Undestad moved, Hokkanen seconded an amendment to the motion that condition 4 under
Planning be amended to read, the height of the architectural features including cornices
and rotunda shall not exceed 50 feet and that plans be submitted to the City Council
showing a comparison between 45 foot and 50 foot features. All voted in favor and the
motion carried unanimously with a vote of 7 to 0.
Aller: So now we vote on the motion as amended.
Undestad: Of the not to exceed 50 feet.
Aller: Which would be not to exceed 50 feet and the additional recommendation that the scaled
drawing or representation be shown to the City Council for further review.
Undestad moved, Hokkanen seconded that the Chanhassen Planning Commission
recommends City Council approve the Planned Unit Development rezoning and site plan
27
Chanhassen Planning Commission — April 21, 2015
review for Planning Case 2015-09, Chanhassen Learning Adventure, subject to the
following conditions and adoption of the attached Findings of Fact and Recommendation:
Planned Unit Development, PUD
Approve the ordinance for the Children's Learning Adventure Planned Unit Development.
Site Plan Review
The following conditions shall be incorporated as part of the site plan approval:
Buildiniz Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting systems.
En ig neering
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site
plan to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
92
Chanhassen Planning Commission — April 21, 2015
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 78' Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast comer of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree/brush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Plannine
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The height of the height of the architectural features including cornices and rotunda shall not
exceed 50 feet and that plans be submitted to the City Council showing a comparison
between 45 foot and 50 foot features.
Water Resources Specialist
1. The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
`I
Chanhassen Planning Commission — April 21, 2015
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection
device. See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as
impaired for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail 45301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the
Minnesota Stormwater Manual.
30
Chanhassen Planning Commission — April 21, 2015
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land
owner as required under the MS4 permit. This agreement shall be recorded against the
property.
26. An operations and maintenance manual shall be prepared by the applicant for the
bioretention features. This shall address the planting schedule, establishment period as well
as presumed long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
All voted in favor and the motion carried unanimously with a vote of 7 to 0.
Aller: That motion carries.
Generous: And Chairman just for clarification so the ordinance would be amended to say
building height shall not exceed two stories and 50 feet.
Aller: Correct.
Mike Clemmons: Thank you very much.
31
Chanhassen Planning Commission — April 21, 2015
Aller: Thank you. We look forward to working with you further. It looks like a great plan.
Mike Clemmons: Well thank you.
APPROVAL OF MINUTES: Commissioner Yusuf noted the verbatim and summary
Minutes of the Planning Commission meeting dated April 7, 2015 as presented.
COMMISSION PRESENTATIONS.
Aller: Oh we've got to make sure that we let everyone know that we have to amend our
population numbers to welcome Malik Yusuf so congratulations Commissioner Yusuf.
Yusuf: Yeah, thank you.
Aller: So that's my presentation. And we all wish you and your family the best.
Yusuf Thank you.
ADMINISTRATIVE PRESENTATIONS.
Aller: And we will move onto Administrative Presentations. So we will deal with the City
Council action update.
Generous: Do I even have that?
Aller: Okay there is none so.
Generous: No planning items. That's probably why I didn't have it.
Aller: That's right and so we'll go to future planning commission items.
Generous: And we don't have a meeting on May 5'b and you will have a joint meeting with City
Council on May 11's.
Aller: Will that start at 6:00 Bob?
Generous: I believe so but they'll send you out a notice.
Aller: Okay. And then it looks like we've got the Beehive expansion rezoning potentially on the
19`b.
Generous: Yeah I don't believe that got in though.
Fauske: If I may, yes it did.
32
-1�
CITY OF
CBAN9h4SEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone:952.227.1100
Fax:952.227.1110
Building Inspections
Phone:952.227.1180
Fax:952.227,1190
Engineering
Phone:952.227.1160
Fax:952.227.1170
Finance
Phone:952.227.1140
Fax:952.227.1110
Park & Recreation
Phone:952.227.1120
Fax:952.227.1110
Recreation Center
2310 Couller Boulevard
Phone:952.227.1400
Fax:952.227.1404
Planning &
Natural Resources
Phone:952,227.1130
Fax:952.227.1110
Public Works
7901 Park Place
Phone:952.227.1300
Fax:952.227.1310
Senior Center
Phone:952.227.1125
Fax:952.227.1110
Website
www.ci.chanhassen.mn. us
MEMORANDUM
TO: Todd Gerhardt, City Manager
FROM: Bob Generous, Senior Planner
DATE: June 22, 2015 O
SUBJ: Approval of Summary Ordinance for Publication Purposes
Chapter 20, Zoning — Rezoning Children's Leaming Adventure Site
PROPOSED MOTION
"The Chanhassen City Council approves the publication of Summary Ordinance 606
for Rezoning of Children's Learning Adventure Site."
City Council approval requires a 4/5 vote for approval of the summary ordinance.
EXECUTIVE SUMMARY
On May 26, 2015, the City Council approved Ordinance 606 amending Chapter 20 to
rezoning the Children's Learning Adventure site (located at 7750 Galpin Boulevard)
from Agricultural Estate District (A2) to Planned Unit Development District (PUD).
As Ordinance 606 is five pages, staff is requesting that city council approve the
publication of a summary ordinance for the Children's Learning Adventure rezoning.
RECOMMENDATION
Staff recommends approval of the summary ordinance for publication purposes.
ATTACHMENT
Summary Ordinance 606
g:\plan\2015 planning cases\2015-09 children's teaming adventure\cc staff report 06-22-2015 approve summary ordinance.doc
SCANNED
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
SUMMARY OF ORDINANCE NO. 606
AN ORDINANCE AMENDING CHAPTER 20 OF THE
CHANHASSEN CITY CODE, THE CITY S ZONING ORDINANCE,
REZONING CERTAIN PROPERTY
The purpose of this ordinance is to rezone the Children's Learning Adventure property
located at 7750 Galpin Boulevard (northwest comer of Highway 5 and Galpin Boulevard) from
Agricultural Estate District (A2) to Planned Unit Development (PUD), and to incorporate the
following standards: Intent; Uses; Setbacks; Building Height, Materials and Design; Alternative
Access; and to include a Development Plan.
Ordinance No. 606 was approved by the City Council on May 26, 2015. A printed copy of
Ordinance No. 606 is available for inspection by any person during regular office hours at the office
of the City Manager/Clerk.
PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 22' day of June,
2015, by the City Council of the City of Chanhassen.
(Publish in the Chanhassen Villager on July 2, 2015)
0
CITY OF
CMAASSEN
7700 Market Boulevard
PC Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax:952.227.1110
Building Inspections
Phone: 952.227.1180
Fax:952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone:952.227.1140
Fax:952.227.1110
Park & Recreation
Phune. 952 227.1120
Fax 952 2271110
Recreation Center
2310 Coulter Boulevard
Phone:952.227.1400
Fax:952.227.1404
Planning &
Natural Resources
Phone:952.227,1130
Fax:952.227.1110
Public Works
7901 Park Place
Phone:952.227,1300
Fax:952.227.1310
Senior Center
Phone:952.227.1125
Fax:952.227.1110
Website
www.ci.chanhassen.mn.us
MEMORANDUM
TO: Todd Gerhardt, City Manager
FROM: Bob Generous, Senior Planner
DATE: May 11, 2015 p
SUBJ: Children's Learning Adventure
Planning Case #2015-09
PROPOSED MOTION
"The Chanhassen City Council approves the Planned Unit Development
rezoning ordinance and site plan review for a 33,032 square -foot building
subject to conditions in the staff report; and adoption of the Findings of Fact"
City Council approval requires a majority vote of City Council.
EXECUTIVE SUMMARY
The applicant, CLA Chanhassen, LLC, is requesting rezoning of the property to
Planned Unit Development (PUD) to permit a children's learning center and site plan
approval for a 33,000 square -foot, 50-foot tall, one-story building with outdoor play
areas and equipment at the northwest comer of Highway 5 and Galpin Boulevard.
The portion of the site located north of West 78a' Street would be preserved as
permanent open space either through the zoning of the parcel or via donation to the
city.
PLANNING
44J lu a W4
The Planning Commission held a public hearing on April 21, 2015 to review the
proposed development. The Planning Commission voted 7 for and none against a
motion to recommend that City Council approve the project.
The Planning Commission modified staffs recommendation to permit the developer to
maintain their proposed building height of up to 50 feet, which would permit the rotunda
as proposed, whereas staff had recommended a maximum height of 37 feet. The
Planning Commission as well as the residents in attendance at the meeting wanted the
project to be able to maintain its branding. The Planning Commission recommendation
is the PUD ordinance and site plan conditions being forwarded for City Council
adoption.
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Todd Gerhardt
Children's Learning Adventure — Planning Case 2015-09
May 11, 2015
Page 2
The applicant had stated that they have built structures that were only 45 feet tall. The Planning
Commission requested that they submit this elevation for City Council to review. A copy of the
elevation is attached to the report. While there is a slight reduction in the building height, the
change is not significant aesthetically. The applicant has also provided spreadsheets calculating the
average building elevations for both the 50-foot rotunda (front elevation average 36.88 feet) and the
45-foot rotunda (front elevation average 34.84 feet) to try to show that proportionally, the buildings
are not tall from a massing standpoint.
Staff is concerned that this 50-foot tall structure will he the largest facade along the Highway 5
corridor. We do not have information about the brightness of the lights shining out of the structure
nor the hours for which this edifice will be illuminated. Additionally, this massing functions as a
form of advertising, rather than an integral part of the building. Allowing this as part of the
development may open the city to other projects that use tall architecture as a means for advertising
their use.
Staff did review the building heights of buildings along the Highway 5 corridor. Paisley Park has a
height of 54 feet. General Mills has a height of 44 feet. The CVS building to the east has a height
of 23 feet 4 inches. Holiday Inn Express has a height of 36 feet 8 inches. Lifetime Fitness has
heights of 44 feet for the office and 37 feet for the Club. The Chanhassen Apartments, which was
previously approved for the site, had a building height of 37.5 feet to the midpoint of the roof gable.
Planning Commission minutes for April 21, 2015 for this item are included in the consent agenda
for the May 11, 2015 City Council packet.
RECOMMENDATION
Staff recommends the Chanhassen City Council approve the Planned Unit Development
rezoning ordinance and site plan review for a 33,032 square -foot building subject to conditions
in the staff report; and adoption of the Findings of Fact.
ATTACHMENTS
1. Planning Commission Staff Report Dated April 21, 2015.
2. Building elevations for 50-foot rotunda.
3. Building elevations for 45-foot rotunda.
4. Option 2 — 45-foot rotunda.
g:\plan\2015 planning cases\2015-09 children's learning adventure\executive surnnwydoc
PROPOSED MOTION:
"The Chanhassen Planning Commission recommends the City Council approve the Planned Unit
Development rezoning and site plan review subject to conditions in the staff report; and adoption
of the attached Findings of Fact and Recommendation.
SUMMARY OF REQUEST: The developer is requesting
rezoning of approximately 14 acres from Agricultural Estate
(A-2) to Planned Unit Development (PUD), and Site Plan Review
for a 33,000 square -foot Childcare Center — Children's Learning
Adventure - Childcare Center.
LOCATION: 7750 Galpin Boulevard (northwest comer of
Highway 5 and Galpin Boulevard)
PIDs 25-0101800 & 25-0101810 00
APPLICANT: CLA Chanhassen, LLC
3131 East Camelback Road, Suite 420
Phoenix, AZ 85016
(602)707-6991
dnewtonAchildrensleamingadventure.com
PRESENT ZONING: Agricultural Estate District, A-2
Americana Community Bank
10700 Prairie Lakes Drive
Eden Prairie, MN 55344
(952)230-9712
2020 LAND USE PLAN: Office and Residential High Density (south parcel) and Residential
Low Density and Residential High Density (north parcel)
ACREAGE: 14.29 acres DENSITY: F.A.R. 0.05
LEVEL OF CITY DISCRETION IN DECISION -MAKING:
The City has a relatively high level of discretion in approving rezonings, PUDs, and amendments to
PUDs because the City is acting in its legislative or policy making capacity. A rezoning or PUD,
and amendment thereto, must be consistent with the City's Comprehensive Plan.
The City's discretion in approving or denying a site plan is limited to whether or not the proposed
project complies with Zoning Ordinance requirements. If it meets these standards, the City must
then approve the site plan. This is a quasi-judicial decision.
Notice of this public hearing has been mailed to all property owners within 500 feet.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 2 of 23
PROPOSAL/SUMMARY
The applicant is proposing to develop a 13.88-acre site as a Childcare Center. The applicant is
requesting rezoning of the property to Planned Unit Development (PUD) to permit a children's
learning center and site plan approval for a 33,000 square -foot, one- story building with outdoor play
areas and equipment.
This site is located southwest of the intersection of West
78`b Street and Galpin Boulevard. The property is divided
from east to west by west 781s Street. The northern
portion is within the Bluff Creek Overlay District and is
referred to as Parcel A. This parcel has been identified as
a key parcel to obtain for the protection of Bluff Creek
and the completion of the Bluff Creek corridor greenway.
Parcel B is south of West 78`s Street. Since the proposed
improvements are to be located on Parcel B, this report
will be in reference to Parcel B unless otherwise noted.
The proposed development is consistent with the comprehensive plan and meets the standards of the
city code. Staff is recommending approval of the project subject to conditions of the staff report.
APPLICABLE REGULATIONS
Chapter 20, Article II, Division 6 Site Plan Review
Chapter 20, Article VIII Planned Unit Development District
Chapter 20, Article XXI, "OI" Office and Institutional District
Chapter 20, Article XXIII, Supplemental Regulations
Division 7 Design Standards for Commercial, Industrial and Office -Institutional
Developments
BACKGROUND
On April 22, 2013, the Chanhassen City Council adopted the following three motions:
A. Land Use Map Amendment from Residential -Low Density and Office, to Residential -Low
and High Density and Office and Residential -High Density Planned Unit Development (PUD)
B. Rezoning of approximately 14 acres from Agricultural Estate (A-2) to Planned Unit
Development -Residential (PUD-R)
C. Approval of a Site Plan for a 155-unit Apartment Building with a Variance for parking.
While the land use amendment was implemented, the rezoning and site plan were never completed and
the project became void.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 3 of 23
The 2008 Comprehensive Plan update changed the land use guiding the southern eight acres of
property to Office.
In May of 2006, the Chanhassen City Council approved the concept planned unit development for a
10-unit twin home development on the north side of West 78a' Street, and a two-story office building
development including a bank with drive-thru facilities with approximately 66,000 square feet of
floor area on the south side of West 78' Street. This project never moved forward.
On October 13, 2003, the Chanhassen City Council approved the Concept Planned Unit
Development (PUD) review for development of a recreational center or office on the eight (8) acres
south of West 780' Street. The land north of West 78`" Street, which was proposed for townhouse
development, was not approved as part of the concept planned unit development. This project was
never completed.
In 2000 and 2001, West 7811 Street was constructed through the property, bisecting it into six and
eight -acre parcels. Additionally, the city extended sanitary sewer for the BC-7 and BC-8 sanitary
sewer subdistricts across the northern portion of the property.
ANALYSIS
PLANNED UNIT DEVELOPMENT
Justification for Rezoning to PUD
The applicant is requesting to rezone approximately 14 acres from A2 to PUD, Planned Unit
Development. The project consists of a 33,000 square -foot, one-story education facility and day
care center. There is potential additional building site on the north side of the parcel B located south
of West 78v' Street. The review criteria are taken from the intent section of the PUD Ordinance.
The PUD is a standalone zoning district for the items specified in the ordinance. All other zoning
requirements are those established in city code.
Section 20-501. Intent
Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most
normal zoning district standards. The use of the PUD in this instance is to preserve the entirety of
the northerly parcel, which is adjacent to Bluff Creek, and provide the property owner with the
ability to utilize the green area as part of the development south of West 78th Street. In exchange for
this enhanced flexibility, the City has the expectation that the development plan will result in a
significantly higher quality and more sensitive proposal than would have been the case with the
other more standard zoning districts. The proposed development provides a compatible
development with the surrounding development.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 4 of 23
The proposed amendment and rezoning assist in the furtherance of the following land use goals of
the City of Chanhassen Comprehensive Plan:
• Development will be encouraged within the MUSA line.
The city will seek opportunities to provide transitions between different uses of different
types.
• Development should be phased in accordance with the ability of the city to provide services.
Natural Resource Goals:
• Protect and rehabilitate wetlands to maintain or improve their function and value.
• Preserve and protect a variety of natural environments.
• To establish and maintain a comprehensive water resources program that not only protects
and improves the quality of existing water resources within the City of Chanhassen, but also
recognizes the continuation of development throughout the City, and the importance of using
this program as a guide in the evaluation of potential impacts on these valuable resources.
Staff is proposing the following development standards govern the development of the property,
which shall be incorporated in the Planned Unit Development ordinance.
Development Standards:
a. Intent
The purpose of this zone is to create a PUD office institutional district. The use of the PUD zone is to
allow for more flexible design standards while creating a higher quality and more sensitive proposal.
All utilities are required to be placed underground. Each lot proposed for development shall proceed
through site plan review based on the development standards outlined below. More than one principal
building on the lot is prohibited. Construction of additional principal structures and will a subdivision
of the property. The PUD requires that the development demonstrate a higher quality of architectural
standards and site design. Ancillary uses may be permitted as listed below once a primary use has
occupied the site. Shared parking may be used within the development. Except as modified below,
the development shall comply with the requirements of the Office and Institutional District, OI.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 5 of 23
b. Uses
Permitted Uses in this zone shall be limited to the following uses:
1. Community Center
2. Day Care - establishments providing for the care and supervision of infants and children on a
daily basis
3. Health Services- establishments primarily engaged in famishing medical, surgical and other
health services to persons in a clinical or outpatient basis.
4. Library
5. Museum
6. Office - Professional and business office
7. Private or Public parks and open space (The property located north of West 78d' Street (Parcel
A) shall be limited to open space uses, which may include utility services.)
8. Private or Public recreational facilities
9. Schools
10. Utility services
Ancillary Uses (in conjunction with and integral to a primary use):
1. Antennas, as regulation by Article XXX of this chapter.
2. Fences
3. Parking Lots
4. Play Equipment, Gazebos, etc.
5. Sheds
6. Signs
c. Setbacks
The following building and parking setbacks shall apply:
Setback building/parking (feet)
Galpin Blvd.
50,20
Highway 5
70,20
West 7801 Street
50,20
Interior Lot Lines
0,0
West Perimeter Lot Line
30,20
The hard surface coverage is 65% for office and institutional uses. Any one site/lot can exceed the
65 percent hard coverage requirement, but in no case may the entire development exceed 65 percent.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 6 of 23
d. Building Height, Materials and Design
1. Building height shall be limited to two (2) stories or a maximum height of 37 feet.
2. The PUD requires that the development demonstrate a higher quality of architectural standards
and site design.
e. Alternative Access
1. Pedestrian access shall be provided from each site to the public sidewalk and trail system.
2. Each site shall provide areas for bicycle parking and storage.
GENERAL SITE PLAN/ARCHITECTURE
East elevation
North Elevation
West Elevation
The applicant is proposing a one-story, 33,032 square -foot building with outdoor play areas and
equipment.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 7 of 23
ARCHITECTURAL COMPLIANCE
Size Portion Placement
The primary entrance is located along Highway 5 and is included within a 50-foot tall, glassed,
circular rotunda. The building is articulated both vertically and horizontally through the use of doors
and windows, placement of bricked columns, changes in building material and the stepping of the
building parapet up and down from a low of 23 feet to a high of 40 feet.
Material and Detail
Building materials include metal and glass curtain walls, stucco surfaces, brick and stone veneers
and Exterior Insulating Finishing Systems (EIFS).
Color
Primary southern building material is glass curtain walls and anodized dark bronze window framing.
The columns consist of brick veneer in browns, tans and reds (Saratoga Springs). The stone veneer
is grey and tans (Western Grey). The upper stucco is greyish tan (Pigeon Grey). The lower is tan
colored (Sahara). The bottom stucco and larger areas are a brownish tan ("Bison Beige). The
cornices are a white (Whisper Grey).
Height and Roof Design
The building height is staggered throughout the building stepping from a low 25 feet 8 inches to 28
feet 6 inches to 36 feet 9 inches to the rotunda height of 50 feet. Height is limited to two stories.
This parapet stepping serves as a pitched roof element. The decorative cornices and rotunda add
additional architectural interest, but exceeds the two-story building height. It is typical that a
daycare would be one story and be a good transition and design between residential and commercial
uses. While the decorative cornices and rotunda provide architectural relief, the 40-foot 8-inch
cornice and 50-foot rotunda heights create excessive massing in relation to the surrounding uses. The
intent of the PUD zoning is promote high quality of design and design compatible with surrounding
land uses, including both existing and planned. Site planning, landscaping and building architecture
should reflect higher quality design than is found elsewhere in the community. The PUD shall
provide sensitive development in transitional areas located between different land uses and along
significant corridors within the city. Staff is recommending that the height of the architectural
features including cornices and rotunda not exceed 36 feet 9 inches.
Mechanical equipment is screened via the parapets.
Facade Transparency
Fifty percent of the first floor elevation that is viewed by the public shall include transparent
windows and or doors. All other areas shall include landscaping material and architectural detailing
and articulation. While the southern elevation exceeds the transparency requirement, the eastern
elevation must provide additional windows.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 8 of 23
Should the applicant wish to not provide transparent windows, then architecture detailing must be
provided by the use of upper level windows, the use of spandrel glass or architectural detailing
which provides arches, patterning, recesses and shadowing that provide aesthetic interest.
Site Furnishing
Community features may include landscaping, lighting, benches, tables and play equipment. The
applicant shall provide bicycle parking and storage facilities on site.
Loading Areas, Refuse Area, etc.
The trash enclosures are located in the northeast comer of the building. The enclosure is eight feet
tall and is finished in a brick veneer similar to the building columns. Landscaping along the eastern
property line should also help to screen the enclosures.
Landscaping
Minimum requirements for landscaping at the proposed development include 5,131 square feet of
landscaped area around the parking lot, 10 landscape islands or peninsulas, and 20 trees for the
parking lot. The applicant's proposed as compared to the requirements for landscape area and
parking lot trees is shown in the following table.
Required
Proposed
Vehicular use landscape area
5,131 s . ft.
>5,131 s . ft.
Trees/parkingTrees/parking lot
20 trees
20 trees
Islands or peninsulas/parking lot
10 islands/peninsulas
10 islands/ eninsulas
Applicant meets minimum requirements for trees and landscaping in the parking lot area.
Bufferyards are required along all property lines. Boulevard trees are required along the collector
road, West 78`b Street. Bufferyard requirements are as follows:
Required plantings
Proposed plantings
Bufferyard B — north prop. line, W. 780, St.,
8 overstory trees
Existing boulevard trees
830'
16 Understory trees
16 Understory trees
16 Shrubs
16 Shrubs
Bufferyard B — south prop. line, Hwy. 5,
5 Overstory trees
3 Overstory trees +
580'
10 Understory trees
existing trees
10 Shrubs
10 Understory trees
19 Shrubs
Bufferyazd B —east prop. line, Galpin Blvd.,
11 overstory trees
10 Overstory trees
580'
15 Understory trees
16 Understory trees
26 Shrubs
26 Shrubs
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 9 of 23
Required plantings
Proposed plantings
Bufferyard A — west prop. line, 200'
0 overstory trees
0 Overstory trees
3 Understory trees
3 Understory trees
3 Shrubs
14 Shrubs
Boulevard trees, W. 78a' St.
28 overstory trees
13 overstory trees + 30
existing overstory
All bufferyard requirements have been met.
A few minor changes are necessary to the landscape plan. First, the landscape plant schedule calls
for two species of trees that are not acceptable for planting in Chanhassen; Chinese elm and golden
ash. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List. Second, the applicant has proposed
boulevard trees along the north side of West 78`s Street. These trees are required but only one
species of tree is called for with all 13 trees. Staff recommends that no more than five trees of one
species be planted in a row. The applicant shall revise the plans to incorporate diversity within the
boulevard plantings. Third, there are overhead power lines on the south property line along
Highway 5. No overstory trees are recommended with the power line easement. The applicant shall
change the proposed oaks along Highway 5 to an understory species.
All tree species selections must be made from the city's Approved Tree List.
Lot Frontage and Parking location
The applicant is orienting the building toward Highway 5 which is required by city code. One row
of parking shall be allowed in the front setback, which is 70 feet from Highway 5. Parking is
distributed around the buildings and no more than 50 percent of the parking is between the front
fagade of the principal building and the primary street.
Miscellaneous
The building is required to have an automatic fire -extinguishing system. Building plans must be
prepared and signed by design professionals licensed in the State of Minnesota (if applicable).
Retaining walls over four feet high must be designed by a professional engineer and a permit must
be obtained prior to construction. Fenced "playground" areas must be provided with approved code -
compliant exiting systems. Detailed occupancy and accessibility -related requirements will be
addressed when complete building plans are submitted. The owner and/or their representative shall
meet with the Inspections Division as soon as possible to discuss plan review and permit procedures.
The building will be subject to the State Building Code in effect on the date of permit application
(the State is currently transitioning from the 2007 MN Building Code to the 2015 MN Building
Code, effective date not yet announced).
A three-foot clear space must be maintained around fire hydrants. No burning permits will be issued
for tree/brush removal. "No Parking Fire Lane" signs and yellow -painted curbing will be required.
Contact Fire Marshal for specifics. Twelve -inch address numbers of contrasting color shall be
Planning Commission
Children's Learning Adventure - Planning Case 2015-09
April 27, 2015
Page 10 of 23
installed on building side facing Galpin and also on monument sign at driveway entrance. Fire
Marshal must review and approve prior to install.
�vm
ri—�ww
mnir:nruumraormn I I`
rusnuinrn � e -�u
STREETS, ACCESS AND INTERNAL SITE CIRCULATION
The property is adjacent to State Highway 5, Galpin Boulevard (a County Road) and West 781"
Street (a city major collector road). The developer proposes to utilize a full access from West 78's
Street, approximately 550 feet west of the Galpin Boulevard intersection. This access meets the
City's access spacing guideline.
A right -in, right -out is proposed on Galpin Boulevard, approximately 220 feet south of the West 78lb
Street intersection. The developer proposes to install a right turn lane into the site at this access.
This access and turn lane are subject to Carver County's review, approval and permitting.
The developer submitted a traffic impact analysis for the proposed development. The peak trip
generation numbers in the report are appropriate given the expected enrollment in and staffing of the
facility. The study determined that the existing road infrastructure is sufficient for the additional
traffic from the site, specifically:
1. The level of service of West 781 Street and Galpin Boulevard will remain acceptable,
2. The existing and forecasted northbound U-turn movement at Galpin Boulevard and West 78`s
Street will operate with minimal conflicts due to the roadway geometrics; and
3. Queuing impacts are not expected in the left turn lane on southbound Galpin Boulevard to
eastbound Highway 5.
The site improvements will require relocation of the City's existing 10-foot wide bituminous trail on
the west side of Galpin Boulevard. An escrow for the trail work shall be collected with the site plan
to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 11 of 23
The developer proposes to install a 26-foot wide access around the building. The northern portion of
the site is not proposed for development at this time. The developer proposes to install a 25-foot
long driveway stub to this area just north of the Galpin Boulevard access. A barricade must be
installed at the end of this stub.
Full access to the site is gained via West 78s' Street. A right -in and right -out access is provided
along Galpin Boulevard. Access to Galpin Boulevard is under the jurisdiction of Carver County.
Access to West 78a' Street is under city jurisdiction.
GRADING/DRAINAGE
I
/
e e
-
� I
m �
a
wu®ra
LEwvu sDOBm
Site Grading: Drainage
The site drains from southeast to northwest where surface drainage collects in a Manage 3 wetland
prior to discharging under West 781h Street through a 21-inch culvert. This culvert discharges into a
wetland and then into Bluff Creek. Bluff Creek is included on the 303D list as impaired for turbidity
and fish indices of biological integrity (IBI). Under developed conditions the site will maintain the
same overall drainage pattern but will be directed through a series of bioretention facilities before
discharging under West 78' Street. The proposed stormwater management plan does not increase
rates from existing conditions under any storm event modeled.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 12 of 23
Site Grading: Erosion Prevention and Sediment Control
The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to
the General Permit Authorization to Discharge Stormwater Associated with Construction Activity
under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction
Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and
submit to the city for approval prior to the issuance of any grading permits or the commencement of
any earth -disturbing activities. This SWPPP shall be consistent with the NPDES Construction
Permit and shall contain all required elements as listed in Parts III and IV of the permit. Many of
these elements are included in various areas throughout the plan set and supporting documentation.
This area is tributary to Bluff Creek which is included on the 303D list as being impaired for
turbidity and fish IBI. This area must be protected from sediment and sediment -laden water
throughout the duration of the project, and stormwater must be treated to a higher standard as is
required by the Chanhassen 2°d Generation Surface Water Management Plan and Appendix A of the
NPDES Construction Permit. Some specific comments, as they pertain to sheets C5 and C6 as well
as applicable details are as follows:
The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection
device. See City Detail 5302A.
6. Item B2 on sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 13 of 23
8. Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days; the
exception being those areas to be stabilized within 24 hour;.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as
impaired for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
SITE CONSTRAINTS
Wetland Protection
In November of 2012, Kjolhaug Environmental
Services performed a wetland delineation on
property. Three basins were identified with
basin on Parcel B. This delineation and the
applicable decision are valid for three (3) years
will need to be revisited next spring if changes
improvements are proposed with the potential
adversely impact wetlands.
Buffer requirements are based upon wetland
management classification which is determined
the Minnesota Routine Assessment
Methodology (MNRAM). No MNRAM has
completed for the wetland on Parcel B. The
developer will need to have a MNRAM
performed to verify the wetland management
classification. Riley Purgatory Bluff Creek
Watershed District (RPBCWD) adopted buffer
in November of 2014. This basin will need to comply with those rules.
Figure 1. Delineated Wetland Boundaries
the
one
and
or
to
rKn0
This basin appears to be of
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 14 of 23
low quality and would likely be classified as Manage Class 3. Under RPBCWD rules, the buffer
would need to average 20 feet with a minimum width of 10 feet. If the basin is found to be Manage
2, or medium value, the average buffer would be 40 feet with a minimum width of 20 feet.
In order to assure that this basin is protected throughout construction, the plan set should clearly
indicate the wetland boundary and the buffer boundary on all sheets of the construction plan set.
Further, a note should be added on the grading sheet and on the erosion control sheet indicating that
the wetland discharges to Bluff Creek.
Bluff Creek Overlay District
The majority of Parcel A lies within the Bluff Creek Overlay District Primary Zone. The Bluff Creek
Overlay District was intended to preserve "the natural conditions found in the primary zone" and to
create "an interconnected open space network" which would connect Minnewashta Regional Park
with the Minnesota River through a continuous greenway by encouraging innovative development
patterns and techniques. To achieve this goal, and to allow for protection, and potential restoration of
the wetland area which serves as the headwaters for Bluff Creek, Parcel A should be dedicated to the
City.
BlufJ'Protection
There are no areas that meet the criteria to be classified as bluff.
Shoreland Management
All of Parcel A and a portion of Parcel B lie within the Shoreland Management District for Bluff
Creek. The plans must show the limit of the Shoreland Management District. The proposed
development must meet the DNR requirements for development within a shoreland area. The
protection of sensitive areas is part of the PUD requirements for shoreland areas. The PUD rules of
the Shoreland rules also requires that "at least 50% of the total project area must be preserved as
open space" and this "open space must include areas with physical characteristics unsuitable to
development." This requirement further speaks to the protection of Parcel A through dedication.
Shoreland management also has specific requirements for erosion prevention and stormwater
management.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 15 of 23
Floodplain Overlay
A portion of parcel A lies within Zone A
floodplain shown in blue in Figure 2. No
structures may be constructed in this area. The
Second Generation Surface Water Management
Plan sets a goal of providing 100 year (1 %)
flood protection to all persons and structures.
This protection would be accomplished, in this
instance, through the preservation of Parcel A
in a natural condition.
Figure 2. Zone A Floodplain
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required stormwater management development
standards. Section 19-141 states that "these development standards shall be reflected in plans
prepared by developers and/or project proposers in the design and layout of site plans, subdivisions
and water management features."
Chanhassen operates under the General Permit Authorization to Discharge Stormwater Associated
with Small Municipal Separate Storm Sewer Systems under the National Pollutions Discharge
Elimination System/State Disposal System Permit Program (MS4). The MS4 permit requires that
for new developments there is no net increase in stormwater discharge volume, stormwater
discharges of Total Suspended Solids (TSS) or stormwater discharges of Total Phosphorus (TP) post
development. The permit does provide for exceptions to this requirement in Part III.D.5.a(3)(a);
however, from the evidence provided, the site does not meet any of the limitation criteria.
The project will be subject to the NPDES Construction Permit. This permit also requires that a
permanent stormwater management system be designed in conjunction with the project such that one
(1) inch of runoff from the newly created impervious is retained on site. The NPDES Construction
Permit also sets limitation for when the permitee does not need to meet the full requirement.
Evidence has not been provided to show that the site meets any of the limiting criteria set forth in
Part III.D.I J of the NPDES Construction Permit.
Riley Purgatory Bluff Creek Watershed District adopted stormwater management rules in November
of 2014. These rules closely mirror the Minimum Impact Design Standard (MIDS) guidelines. The
applicant will need to obtain a stormwater management permit from RPBCWD. Meeting their
standards will satisfy the NPDES permit requirements.
The Bluff Creek Total Maximum Daily Load Stressor ID Report and Implementation Report
identified flows as one of the primary causes of the impairment. In particular, high flow events were
found to have a deleterious effect on the stream. One of the recommendations was to decrease the
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 16 of 23
volume of water directed to the stream and to improve base flows within the stream through
infiltration.
In the drainage report prepared by CEI, they claim that the site is limited by soils in the hydrologic
group C. Based upon this supposition, they proposed to only abstract 0.55" of runoff. The drainage
report states that there will be 107,543 square feet of impervious surface on the site. However, the
site plan (Sheet C2) states that there will be 142,884 square feet of impervious surface associated
with the site. The proposed stormwater management plan does not even adequately address the
0.55" runoff volume from the smaller impervious surface number. When considering the site plan
number, the abstracted volume is deficient by 27%. When compared to the necessary volume to
meet the NPDES requirement the stormwater management is deficient by 60%. As the applicant has
not displayed adequate evidence to qualify as limited, the stormwater management system must be
redesigned to meet the one (I") inch volume reduction requirement.
In reviewing the plan it appears that performance may be improved by creating a series of infiltration
basins where the current swale is shown along the southern boundary. Further, infiltration is not the
only method of volume reduction. Stormwater capture and re -use is an accepted practice for volume
reduction. It also helps to reduce the burden on the municipal water supply and reduce long-term
costs for irrigation.
The design calls for two curb cuts to
direct runoff from the parking and drive
areas to the swale along the southern
boundary. These curb cuts have an
effective opening of only three (3) feet
and no pretreatment. It has been the
experience of staff that narrow curb
cuts with only rip rap as an energy
dissipation technique result in erosive
conditions and sediment deposition.
The deposition of sediment results in a
decline in performance and leads to
difficult plant establishment and
maintenance. The decline in plant
growth further inhibits the effectiveness
Figure 3. Example of erosion problems associated with narrow of the best management practice. The
curb cuts. inlets should have pretreatment
provided which is consistent with the recommendations of the Minnesota Stormwater Manual.
Potential methods of pretreatment include a proprietary device such as the Rain GuardianT'", a grass
swale or a forebay.
Given the depth to groundwater and the proposed bounce, the basin, which discharges to the wetland
located easterly on the property, would be better served as a wet detention pond and should be
designed to NURP recommendations. A review of the provided geotechnical report shows the static
water level may be within 0.6 feet of the proposed pond bottom. This would pose a condition in
which infiltration could not occur. The proposed bottom of the remainder of the swale is at an
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 17 of 23
elevation at least 3.5 feet above the potential static ground water elevation indicated in the available
borings.
The outlet structure into the wetland shows a submerged outlet — presumably to act as a skimmer of
floatables. Public works staff has found these outlets difficult to locate, let alone maintain. This
must be revised so the outlet is not submerged and is accessible for inspection and maintenance.
Other conditions that will be required for the stormwater management system include:
1. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
2. The city will maintain the NURP basin upon revision to NURP recommendation and city
design standards.
3. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
4. A maintenance agreement for the bioretention features shall be entered into by the land
owner as required under the MS4 permit.
5. An operations and maintenance manual shall be prepared by the applicant for the
bioretention features. This shall address the establishment period as well as presumed long-
term annual and semi-annual maintenance requirements.
UTILITIES
The developer proposes to extend sanitary sewer service to the site from the existing stub at the
southwest corner of Galpin Boulevard and West 781" Street. The developer proposes to wet tap the
12-inch water main within Galpin Boulevard to extend service to the site. An escrow for the road
work associated with the water connection shall be collected with the site plan to ensure that the road
patch is functioning properly after one freeze -thaw cycle. The developer must contact the city's
construction manager at 952-227-1166 a minimum of 48 hours prior to the wet tap.
The developer must obtain any necessary approvals to grade and install improvements within the
Xcel Energy easements on the western and southern portions of the property.
Stormwater Utility Connection Charges
Section 4-30 of code sets out the fees associated with surface water management. A water quality
and water quantity fee are collected with a subdivision. These fees are based on land use type and
are intended to reflect the fact that the more intense the development type, the greater the
degradation of surface water. Because there is no subdivision associated with this application, no
fee will be collected at this time. However, if the property subdivides in the future, the Surface
Water Management fees will be collected at that time. The estimated fee for Parcel B is calculated as
shown in the following table:
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 18 of 23
Per acre rate
—Parcel B size in acres"
Totals
Water Quality
$22,060.00
7.87
$173,612.20
Water Quantity
$8,560.00
7.87
$67,367.20
Credit per acre treated
Area treated in acres
Credit
$11,030.00
5.25
$57,907
Total due w/ future subdivision based upon current conditions
$183,072.40
"This does not remove the area that would be placed in a D&U easement and would be discounted from the
calculations. Additional credits will likely be available for water quantity in the future. This calculations is based upon
the 2015 rates.
LIGHTING/SIGNAGE
The applicant is proposing 25-foot tall light poles along the parking area. Wall -pack lighting units
are proposed. All fixtures must be shielded, high-pressure sodium or light -emitting diode (LED),
with a total cutoff angle equal to or less than 90 degrees. Wall -mounted lighting shall be shielded
with a total cutoff angle equal to or less than 90 degrees
Signage is proposed on the south, west and east elevations of the building. Rather than the business
name, they are proposing "Afterschool" and "Preschool" on the appropriate service wings of the
building. The applicant is also proposing a five-foot tall monument sign. Staff has not reviewed the
signage for conformance with city code. A separate sign permit shall be required prior to the
installation of building and site signage.
PARKS & RECREATION
This property is located within the park service areas for both Sugarbush Park and the Chanhassen
Recreation Center.
Trails
The subject site has access to pedestrian trails located adjacent to both Galpin Boulevard and West 78'h
Street. Well -planned pedestrian connections between the subject site and the Galpin Boulevard trail
should be included in the project.
Park and Trail Conditions of Approval
No conditions of approval regarding the city's Park and Recreation Comprehensive Plan are being
contemplated for this submittal.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 19 of 23
COMPLIANCE TABLE
PUD Children's Learning Adventure
(33,032 square feet)
Building Height 2 stories 1 story
NA 50 feet
Building Setback N - 50' E - 50' N - 142' E -140'
W-30'S-70' W-223'S-82'
Parking Stalls 96 stalls 104 stalls
(1 stall per 6 children in design capacity.)
Parking Setback
Hard Surface Coverage
Lot Area
N-20'E-20'
W-20'S-20'
42%
15,000 square feet
(0.34 acre)
N-122'E-20'
W-75'S-42'
65%#
7.87 acres
# Hard surface coverage must average 65 percent over the entire development. Individual lots may
exceed 65 percent site coverage. The current analysis only incorporates the southern parcel (7.87
acres). With the future expansion of the facility or subdivision of the site, the northerly parcel
(containing 6.21 acres) may be incorporated as part of the site's pervious area.
Staff recommends that the Planning Commission recommend approval of the Planned Unit
Development rezoning and site plan review subject to the following conditions and adoption of the
attached Findings of Fact and Recommendation:
Planned Unit Development, PUD
Approve the ordinance for the Children's Learning Adventure Planned Unit Development.
Site Plan Review
The following conditions shall be incorporated as part of the site plan approval:
Building Official
1. A building permit is required prior to construction.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 20 of 23
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in the State of
Minnesota.
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting systems.
Engineering
I . The proposed access and turn lane on Galpin Boulevard are subject to Carver County's review,
approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site plan to
ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of 48
hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within the
Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
I . The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted in a
row along West 7P Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast comer of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree/brush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 21 of 24
4. Twelve -inch address numbers of contrasting color shall be installed on the building side facing
Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire Marshal
must review and approve prior to installation.
Plannine
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel B.
4. The heightr w height r w af-ehi l features ineludin,. eefpiees a .....a..shall not
5. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
6. The illumination at the top of the band on the rotunda was not submitted as part of the
plans and is not permitted. Lighting shall not be directed skyward.
7. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply
with size standards in the city code. The monument sign shall comply with city code.
Separate sign permits are required for signage.
Water Resources Specialist
1. The pond which discharges directly to the wetland shall be used as a temporary basin throughout
the project. A temporary outlet and inlet shall be designed and constructed. This basin shall be
graded to the approved design upon substantial stabilization of the remaining site. The plans
must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be vegetated
unless other engineered soil is to be used such as in bioretention areas. Topsoil shall be stripped
on the site and stockpiled with adequate erosion prevention and sediment control practices. The
plan shall indicate this requirement and demonstrate how this will be accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 22 of 24
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection device.
See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be graded to
their final condition until the contributing watershed is stabilized.
8. Item El0 on Sheet C6 shall be changed to read "...due to construction equipment driving across
or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and the
quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas draining
to Bluff Creek must be initiated immediately but in no case later than 7 days. The exception
being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to be
vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as impaired for
turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts are
not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stonnwater best management practices shall follow the guidelines of the Minnesota
Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of one
inch from all impervious surface or demonstrate to the City's satisfaction that the site meets one
or more of the limitations described in the permit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration such
as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond and
must meet NURP recommendations and city design standards.
Planning Commission
Children's Leaming Adventure — Planning Case 2015-09
April 27, 2015
Page 23 of 24
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior to
discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features and
the wetland.
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land owner as
required under the MS4 permit. This agreement shall be recorded against the property.
26. An operations and maintenance manual shall be prepared by the applicant for the bioretention
features. This shall address the planting schedule, establishment period as well as presumed
long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the project
area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
ATTACHMENTS
1. Findings of Fact and Recommendation.
2. Children's Learning Center Planned Unit Development Ordinance.
3. Development Review Application.
4. Project Narrative.
5. Building Perspective.
6. Survey with Topography.
7. Demolition Plan.
8. Site Plan.
9. Grading Plan.
10. Utility Plan.
11. Erosion Control Plan.
12. Landscape Plan.
13. Floor Plan.
14. Site Details.
15. Exterior Elevations Left and Front.
16. Exterior Elevations Right and Rear.
17. Material Board.
18. Site Map for Signage.
19. Sign Layout.
Planning Commission
Children's Learning Adventure — Planning Case 2015-09
April 27, 2015
Page 24 of 24
20. Afterschool Sign Layout.
21. Preschool Sign Layout.
22. Monument Sign Layout.
23. Parking Signs.
24. Email from Linda Machemehl, Xcel Energy to Bob Generous dated March 24, 2015.
25. Letter from Karen Scheffmg, MnDOT, to Kate Aanenson dated April 9, 2015.
26. Public Hearing Notice and Mailing List.
gAplan12015 planning ca 2015-09 children's learning advenwm\staff nport cla.doc
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
Application of CLA Chanhassen, LLC and Americana Community Bank for rezoning of the
property to Planned Unit Development (PUD) to permit a children's learning center, and site plan
approval for a 33,000 square -foot, one-story building with outdoor play areas and equipment.
On April 21, 2015, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of CLA Chanhassen, LLC and Americana Community Bank
for a site plan review for the property located at 7750 Galpin Boulevard (northwest corner of
Highway 5 and Galpin Boulevard). The Planning Commission conducted a public hearing on the
proposed site plan was preceded by published and mailed notice. The Planning Commission
heard testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
The property is currently zoned Agricultural Estate District, A-2.
2. The property is guided by the Land Use Plan for Residential -Low and High Density and
Office and Residential High Density.
3. The legal description of the property is: See Exhibit A.
4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible
adverse affects of the proposed amendment. The six (6) affects and our findings
regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City
Comprehensive Plan.
b. The proposed use is or will be compatible with the present and future land uses of
the area.
C. The proposed use conforms with all performance standards contained in the
Zoning Ordinance.
d. The proposed use will not tend to or actually depreciate the area in which it is
proposed.
e. The proposed use can be accommodated with existing public services and will not
overburden the city's service capacity.
f Traffic generation by the proposed use is within capabilities of streets serving the
property
5. Site Plan Review:
a. The proposed development is consistent with the elements and objectives of the
city's development guides, including the comprehensive plan, official road
mapping, and other plans that may be adopted;
b. The proposed development is consistent with the site plan review requirements;
C. The proposed development preserves the site in its natural state to the extent
practicable by preserving the northerly six acre parcel as permanent open space
and minimizing tree and soil removal and designing grade changes to be in
keeping with the general appearance of the neighboring developed or developing
or developing areas;
d. The proposed development creates a harmonious relationship of building and
open space with natural site features and with existing and future buildings having
a visual relationship to the development;
e. The proposed development creates a functional and harmonious design for
structures and site features, with special attention to the following:
1) An internal sense of order for the buildings and use on the site and
provision of a desirable environment for occupants, visitors and general
community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of
the design concept and the compatibility of the same with adjacent and
neighboring structures and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives
and parking in terms of location and number of access points to the public
streets, width of interior drives and access points, general interior
circulation, separation of pedestrian and vehicular traffic and arrangement
and amount of parking.
2
f. Protects adjacent and neighboring properties through reasonable provision for
surface water drainage, sound and sight buffers, preservation of views, light and
air and those aspects of design not adequately covered by other regulations which
may have substantial effects on neighboring land uses.
6. The planning report #2015-09 dated April 21, 2015, prepared by Robert Generous, et al,
is incorporated herein.
The Planning Commission recommends that the City Council approve the Planned Unit
Development rezoning and site plan review.
ADOPTED by the Chanhassen Planning Commission this 21 st day of April, 2015.
CHANHASSEN PLANNING COMMISSION
Its Chairman
Exhibit A
LEGAL DESCRIPTION
Parc i A
That Part 0 the Southment Warta of the Southwest Quarter of Section 10, Township 116.
Range 23 and the Northwest Quarter of the Northsest Warta of Section 15, Township 116.
Range 0. Cava County Mhrwota. descr®ed as fellows:
Beginning at the Southeast earner of saw Station 10; thence an an eseumed bearing of North 1
degrees 56 minutw 40 etaandw West along the West line of sak Southwest Quarter, o distance
of 1,023.08 feet to a point on said West Itre distant 166&88 feet South of the West Quarter
comer of sold Station 10; thence South 79 degrees 32 entrains 20 ..condo East, a diet... of
177.77 heel; then. South 86 degree. 32 mhutee 20 secmde East a chick a of 100.40 fewt
then. South 78 :dpprase 32 minutes 20 smond. East, d elision. of 194.14 fast thence South
74 degras. J2 mno we 20 ..,do East a dlstan" of 150.00 feat there. South 47 aware.
17 mhut. 20 weando East, o distance of 75.43 feel; thee. North 82 deyreae 42 minutes 40
seconds East, a distance of 74.98 fort; thee. South 58 degrees 17 minutes 20 eeconds East
a distance of 84.58 het thence South 89 degrees 17 but. 20 .elands East o distance of
163.25 feet; then. South 18 degrees 17 nbut. 40 seconds West a distance of 820.19 feet
Itine Northerly right of say line o/ Tnnk Highway 5; then"0.9 degree. 54 mhutuds West along said New hrly right of way, a distance of 33.08 fast thence South 56
gre 40 minutes 55 second, West along said Northrly right o1 say, a choice" of 1W.95
t�what North 85 degrees 54 mhutee 50 wgrnds Wool along Nortterly right of wait, a
t ccof 518.22 feet to the Wwl line of the Northwest Quartr of Section 13, Township 116,
q! 2J;Mmce Nash 1 degree 37 minutes 50 smonds West along sold Weal the of the
rt�wwt Quarter, a cisten. of 9.12 fast to the Pohl of beginning.
i4 lit. NorMewlerly of that particular NarNwwterly rlght-of-eay line of Peed 216, w
'*6th an MINNESOTA MWENT OF TRANSPORTATION RIGHT OF WAY PUT NO. 10-0&
deal as Do.mml No. 265755 and cue mnaked an MINNESOTA DEPARTMENT OF
MSPORTATION 7 OF WAY PLAT NO, 10-14, recorded as Document No. 279658, deaaibM
L:a lolawc
mmmahg at the Southeast comer of said Station TO. them an m assumed hearing of
1 degree Sit .hut. 40 wcando WoI lose, the West the of the Southeast Ouster of
:win Sweden 10, a distance of ml,lig host to a Dartlaular right-of-way Me of sak Pared 216
rl Me paint of totenting of Me line to be descrisee; thrice North 47 degrees 18 mhutee 15
moseis East a dience of 175.14 feet to an and. Dotrl In said right -of -toy 11nr thetas
s, North 47 dwgrtes 18 mistrial 19 weardt East a elelm. of =71 het to a Pohl of eumture
In said right-of-way Ihs. then. Easterly o detance 66260 feet den, a non-tangantbl drew
1 debacles to the South hadn, a radue of 633.04 feel and is control angle of 59 deg. 58
minutes 14 ..canals and hating a dead of WZ76 Most sinlsh here North 77 degrwe 17
Imnutes 27 ..caeca East to on angle pint In wood right-of-way Ihe; Shore, North 56 dwpors
16 .hates 30 weondo East not tangent to said sear. a Met.. of 114.28 feet loan mob
point In sold right-of-way IIns: throw North 22 degraw 13 mbutw 10 lamds East loan,
wood right-of-wy IM, a delance of 116.13 Mt and oak the these tebnkmUng.
o1
AND
u Parcel B:
1-9eo3
That part of the Southwest Quarter o1 the Southwest Waiter of Station 10, Township 116,
Range 23 and the Northwest Quarter of the Northwest Wseler of Sectlm 15, Township 116.
..5 Range 23, Carver County, Minn...to, datMbed as follows:
degree at the s 0 mcl comer of said the We 16, Men" on an Southwest
d bearing of North t
degree 56 minutes 40 pent o West drp n e Ilse 8 sak et South
eel Warier, t thwarter
of t02 of s Mt to 10ht on sak Weal Ilse irmsdistant minutes
feet South of the West Quarter
caner of said Swllon South
Manes South 79 degqrees 32 minutes s weasels .East.o a dislanu ;of
than.. tout Mete South 86 degrees 0 minulw 20 wcands East a dstance of 100.40 .now feet
thence South 761nut.. s media 20 ascend. East. a 0.00 fe o/ 194.14 foul; then" South
74 degree. 32 mtruhd 20 daso is East a detende of thence feet; Nen. South 47 degrees
i tj;kso endstEe 20 seised. East a detan. thence
nce S feet: thence North 82 der,rutes 20 42 mikuonds Ea 40
i INVegoonde East a .58 he of end feet thence South 58 lows 2 17 mediae 20 a Berta East
iuvr9Almce of heree feet; thenn Sous 89 Ggww 17 minutes 20 seconds East a ib1an feel
of
to the Mt Menig South 16 degree, 17 minutes 40 eegrnda Wert a distance of 820.19 het
be Me Northerly al right of say lee of Trunk WeIHighway 5; Men" North feet,
degrees S minute, 50
degrade West alma said Noome Yright of say, a distance oft of feet Mena South 8,
95
feet;
tin 40 mhutee 55 era rhi along sale Northerly right of way, a distarthorl r of 1of m
feet; Map North Is Mo the Wet Me o t astride st doter sak Ude, I right of way, a
d.hnce of hence feet la Me West lee of the Northwest Quarter of Word W 15, Tomsh4 116,
Range 23; thence North 1 ewof .1 mhutee the
a point o Wert danq sak West the of the
Northwest Quarter, a distance of 9.12 Iwt 10 Ms Dahl of bwhnh¢
L EXCEPT that pert of the acme detorbsd property Which New NdrMwwtMr of that particular
Nthweslaca y right-ef-wo, few of Planes! Mom MINNESOTA216. as MINNESOTA DEPARTMENT OF
woaTRµSPORTATION RN91T OF WAY PLAT NO. 10-09, recorded . Docu.t No. 265755 and as
amended an MINNESOTA DEPMTMENT OF TRANSPORTATION PogiT OF WAY PLAT NO, 10-14,
recorded as Dogrment No. 279M cieevDed two follow.
Commencing at the Southwest cams of sok Station 10, Mende an an eserrmac bearing of
North 1 degree 56 mtrtrtes 40 seconds West slang the West the of the Southwest Quarter of
wall Staten 10. a distan" of 401.19 het to a prilwlar right-of-way the of sak Paolo 216
and the tint of beginnng of the Now to he dmor6eE; thence North 47 drones 18 mnut. 16
seconds East a distaee of 175.14 feet to an angle point In dash right -of-way lee; thence
North 47 degrees 18 minutes 19 stands East a cislande of 2271 Met to a point of cureature
h sold right-.f-my Ile; thence Easterly o distance of 662.60 feet along o non-tangentbl
rirw concave to the South having a radous of 633.04 feel oM a central angle of 59 dwroes
58 minutes 14 wacondo and hating o chord of 632.76 hat Mich bean North ]]ree. 17
mbut" 27 weonas East to an angle point In sold right-of-way, Now; thence North degrees
16 mh.tw 30 ame ul. Cast not tangent to to "rw a distance of 114.26 ft.t to an angle
point In odd rlght-ail-way lone; thence North 22 degrees 13 minulw 10 vegrnds East don9
sak right-of-way be. a distance of 116.13 feet and sak line there terminating.
AND EXCEPT sak Paral 216.
Carver Count, Nhnmoto
Abstract Property
4
Exhibit A
LEGAL DESCRIPTION
Parcel A
That Part of the Southwest Quarter of the Southwest Quarter of Section 10. Township 116.
Rw9e 23 and the Northwest Ouster of the Northeast Wartar of Section 15. Township 116,
R." 23, UrWe County Mermaid, described as follows:
SvWwmg at the Southwest coma of said Section 10; thence on an assumed lowering of North 1
degree 56 mules 40 seconds West dong the West line of said Southeast Quarter, a distance
of 1,023.08 feet to a groin an said West he distant 1668.88 feet South of the West Quarter
comw of sale Section 10; thence South 79 degrees 32 minutes 20 seconds East a distance of
1P.77 font thrice Saulh Be degrees 32 minutes 20 maondw East, a dslmce of 100.40 het
thence South 78 dsgrsrs 32 minutes 20 seconds East, a distance of 194.14 feet thong South
74 degree 32 minutes 20 secoMe East. a distance of 150ence .00 feet; thSouth 47 degres e
17 minutes 20 aa.n. East, a distance of 7543 feel; thence North U deigns 42 minutes 40
secende East a distance of 74.98 feet than" South SO degrees 17 minutes 20 eewndw East
a eslalce of N.58 feet than. Sauth 89 degrees 17 minutes 20 seconds E.t a drtance of
16125 rest thence South 18 degrees 17 minutes 40 sewn 1 Most o dslon. of UM19 feet
t the Narthafy 6 t of way line d Trunk Highway 5; dim" North 85 degrees 54 .Pules 50
ds Wont ., ead Northerly right of way. a distance of 3306 feel: thin" South 56
40 minutes 55 seconds West doing odd Northerly right of way, a distance of 158.85
eel: nice North 85 degrees U minutes 50 we . Weal dmg Nathrly right of way a
dint of 51&U het to the West it. of the Northwest Ouorse of Section 15. Township 118,
R 23; then" North I dopes 37 minutes SD seconds West gang sold Weal IFe of the
west Quarter, a distance of 9.12 fast to %e point of begimirp.
Iles NaNweslsrly of that partials Northeasterly right-of-woy Me of Parcd 216, as
din YINNESOTA DEPARTMENT OF TRANSPORTATION PoGM7 OF WAY PLAT NO.1D-O8.
rYye"vrfd�eedd Doamml N. 265755 and w amended an MINfESOTA OEPNIMMENT OP
l[Ufi6PIXtTATION PoOHT OF WAY PUT NO. 10-14, rwccrdra as Cocwnwd No. 279658. deeahed
Pandemarcing at the Southwest canes of mW Sectoln 10, thence an an assumed besip of
Nowth 1 degree 58 minutes 10 rands West along the West She of the Sonthwasl 0.0i of
'sold Section 1% a distance of 4a1.19 MC to a paticuds right-of-way IFe of ,aid Parcel 216
�an the point of begkning of the She to be descried; throw North 47 degrees 18 minute ib
sesonh East a distance of 175.14 feet to an angle point F world t-of-way IFs: thence
A North 47 agree 18 minutes 19 eacana Eel a dlelan. of 22.71 mt. to o point of arwlure
F said right-of-way lines. than. Easterly a distance 662.80 feet along a non-t.Wtld are
concew to the South herring a radius of 633.04 feel and a central single of 59 degnn 58
minutes 14 seconds and hosing a chord of 63276 feet Mich Isom North 77 degree 17
'.hut. 27 seconds East to on angle point F worth right -of -eery IFe; Its. Harty 56 degree
16 shmst. 30 seam East nut tangent to said curie a distance of 114.28 Mt 1. an We
Point F sold right-of-way IFe; thence North 22 ogee . 13 minutes 10 seconds East along
said right-of-way ile. a distance of 116.13 feel and said II. Nero terminating.
O.W
AND
u Pamd B:
1-960.3
That Pont of tin Southwest Ouorter of the Southwest Quarter of Section 10, Township lie.
Rape 23 and the Northwest Ouorta of the Northwe,t Quarts of Section 15, Township 116,
9.5 Rarpe 23, Caner County. Minnesota, described carfdlowa:
Beginning at the s Q mot .mar of said Section t fi thence an ou seamed bearing of Nadi 1
degree 56 meet M Point a West along Uc West IFe of odd Sontheet Quotes, t distance
of C0 of reset b o 10M on sold West line distant 2ISS&Mminutes
feel South of the W.1 Quarter
.mr of nth Section 1th aS de South 79 minutes
32 mFWes 20 a distance
Eel o Q We of
1n.T 1st thence South 86 degree 32 minutes 20 sacanes Earl a dstonce of 100.40 Soul:
then" South 78 ddeqpee 32 minutes 20st sac isa Est a distance of arrow test than. South
74 degrees 32 mtwW 20 escmds Eeet a distance t thence feet thence Saudi 47 degrees
I:tiLLe-�.d. Eo 4 at. 20�mw of 74.98 feet: thence Southl58 dsgre.Ithence .17 m2nutm 20 sew 4iecmalEwes t
W&Ierslance of 84.58 font thence South 89 degreee 17 mnulee 20 .cone East a distance of
16125 feet thence South 18 dagrem 17 minutes 40 secmde West, a distance of 820.19 feet
to the Nathirly right of way IFe of Trunk Highway 5; then. North 85 degree 54 mint. 50
seconds Wont along nub NorlhMyy right of way, a ddstan. of 3108 feet thence South 56
ogress 40 minutes 55 seconds West slap said Northerly right of way, a distance of 158.95
feet than" North 85 degrees 54 minutes 50 second, Weal along wild Noftedy right of way, a
dutan. of 518.22 feet to the Wont dinQuarterSection e of the Northwest of 15, Townehlp 116.
Range 23; thence North 1 degree 37 minutes 50 second. West d.g said West lino of the
Northwest Quartr, a distance of 9.12 feet to the point of beginning.
17 EXCEPT that part of the abome deserted property whigi Fee Northwesterly of that poVie
Northeasterly right -al -my She of Parcel 216, We shown TM m MINNESOTA DEPARENT 6
m'oTRANSPORTATh7N MIGHT OF WAY PUT NO. 10-08, recorded as Document No. 265755 and as
amended on MINNESOTA DEPARTMENT OF TRARSPQ1kTAMON MOT OF WAY PUT NO. 10-14.
recorded as Document No. 279858, dess6N as folosew
Commencing at the S"lh first comer of sold Section 10: theme. on an assumed lowering of
North I degree 56 minut. 40 seconds West, don, the Wont IFe of the Sallflw.t Quarter of
wool Section 10. a distance of 401.19 feel to a particular Nghl-of-ray Iiw of .add Parcel 216
and the Nat
of beginning of the line to be described: thence Narh 47 it,. 18 minutes 16
.sands Eaut a distance of 175.14 fast to an anode pant In sold right -af-ray Tins; then.
North 47 degrees 19 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature
h sold right -of -vary Iiw; thence Easterly a distance of 662.60 feet along a non-langsnldd
m concave to the South hosing a radlue of 633.04 feet and a central angle of 59 degrees
58 minutes 14 secards and hang a chord of 632.76 Ml which bears North 77 dogram 17
minutes 27 seconds East to an angle Point In sold right -of -nay Ilne; than. North 56 degrem
16 minut. 30 .monde East, not tangent to .id curve 0 distance of 114.28 Net, to an angle
sobtright-& way line, a Ehbncv of 111ce 6.13 feet and to line there• 10 second& terminating. East along
MO EXCEPT sold Parcel 216.
Carom CwniX Minnesota
Mirtr"1 Property
AN ORDINANCE AMENDING CHAPTER 20 OF THE
CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE,
BY REZONING CERTAIN PROPERTY
CHILDREN'S LEARNING CENTER
PLANNED UNIT DEVELOPMENT
THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS:
Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is
hereby amended by rezoning all property within the property described in Exhibit A to
Planned Unit Development for office and institutional uses.
Section 2. The rezoning of this property incorporates the following development
design standards:
a. Intent
The purpose of this zone is to create a PUD office institutional district. The use of the PUD
zone is to allow for more flexible design standards while creating a higher quality and more
sensitive proposal. All utilities are required to be placed underground. Each lot proposed
for development shall proceed through site plan review based on the development standards
outlined below. More than one principal building on the lot is prohibited. Construction of
additional principal structures and will a subdivision of the property. The PUD requires
that the development demonstrate a higher quality of architectural standards and site
design. Ancillary uses may be permitted as listed below once a primary use has occupied
the site. Shared parking may be used within the development. Except as modified
below, the development shall comply with the requirements of the Office and
Institutional District, OI.
b. Uses
Permitted Uses in this zone shall be limited to the following uses:
1. Community Center
2. Day Care - establishments providing for the care and supervision of infants and
children on a daily basis
3. Health Services- establishments primarily engaged in furnishing medical, surgical
and other health services to persons in a clinical or outpatient basis.
4. Library
5. Museum
6. Office - Professional and business office
7. Private or Public parks and open space (The property located north of West 78m
Street shall be limited to open space uses.)
8. Private or Public recreational facilities
9. Schools
10. Utility services
Ancillary Uses (in conjunction with and integral to a primary use)
1. Antennas, as regulation by Article JXX of this chapter.
2. Fences
3. Parking Lots
4. Play Equipment, Gazebos, etc.
5. Sheds
6. Signs
C. Setbacks
The following building and parking setbacks shall apply:
Setback building/parking (feet)
Galpin Blvd.
50,20
Highway 5
70,20
West 78111 Street
50,20
Interior Lot Lines
0,0
West Perimeter Lot Line
30,20
The hard surface coverage is 65% for office and institutional uses. Any one site/lot can
exceed the 65 percent hard coverage requirement, but in no case may the entire
development exceed 65 percent.
d. Building Height, Materials and Design
1. Building height shall be limited to two (2) stories or a maximum height of 3P up to
50 feet.
2. The PUD requires that the development demonstrate a higher quality of architectural
standards and site design.
e. Alternative Access
1. Pedestrian access shall be provided from each site to the public sidewalk and trail
system.
2. Each site shall provide areas for bicycle parking and storage.
Section 3. The zoning map of the City of Chanhassen shall not be republished to show the
aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's
Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance,
and all of the notations, references, and other information shown thereon are hereby
incorporated by reference and made a part of this ordinance.
Section 4. This ordinance shall be effective immediately upon its passage and
publication.
PASSED AND ADOPTED this _ day of 2015, by the City Council of
the City of Chanhassen, Minnesota
Todd Gerhardt, City Manager
(Published in the Chanhassen Villager on
Denny Laufenburger, Mayor
Exhibit A
LEGAL DESCRIPTION
pared A:
That pat of the Southwest Ouorbw of the Southwest Quarter of Swatch 10. Tomehip 116.
Range 23 ash the Northwest Quarter of the Northwest Quarter of Section 15, Tornshlp 116,
Rm9e 23, Cans County Yana la. Mealed as MI
Bp o1 the Southwest comer of Sala Section 10, theme on an assumed bearing of North 1
degree 58 mkwlse 10 .no. West clap the Wset line of sac Southwest Quarter. a dletahce
of t023.08 feel to a pohl on sold West line distant TOMBS feet South of the %at Quarter
caner of said Section 10; thence South 79 degrees 32 minutes 20 seconds Ead, a distance of
177.77 feet Naze South 86 degrees 32 minutes
20 amends East a distance of 100.40 feet
thence South 75 depress 32 mhules 20 seconds East, a distance of 194.14 feet thence South
74 degrees 32 minutes 20 secordis East a distance of 150.00 feet thence South 47 degrees
17 minutes 20 seconds East a distance of 7543 fast; thence North 82 degrees 42 minutes 40
seconds East, a distance of 74.98 fast th r.. South 58 dpram 17 minvles 20 seconds East
a dlstwm of 84.58 feet thence South 89 degrees 17 minutes 20 eeconde Ewl, a dblance of
163.25 feet; thence South 18 degrees 17 minutes 40 waande West, a distance of 820.10 feet
tqf the Northerly right of way The of Trunk Highway 5; thence North 85 degrees 54 minutes 50
amends West dang sold Northerly rpht of way, a distance of 33.05 feet Nance Swill, 56
pre 40 minute 55 moonde WaI dare said Northerly right of vey, a distance of 158.85
�wce North 65 degrees 54 minutes 50 eeeonde West along Northerly right of way, a
f
of 519.72 feet to the West Ike of the Northwest Quarter of Section 15, Township 115,
3: thence North 1 degree 37 minute, 50 seconds West don9 cold Weal Ihe of the
t Quarter, a distance of 9.12 feet to the point of beginning.
e Northwesterly of Nat partcular Northwesterly right -of -ray line of Parch 216. a.
n MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PUT NO. 10-08,
settoprAAad as Dowmant No. 265755 and as amended on MINNESOTA DEPARTMENT OF
iBANSPORTATION RIGHT OF WAY PUT NO. 10-14. recorded as Document No. 279858, dwe ed
mmanchg at the Southwest comer of said Section 10; then" an an assumed bear, of
rth 1 degree 56 minutes 40 awards West, along the West line of the Southwest Quarter of
said Section 10. a dictance of &M.12 feeL to a particular rlghl-of-say the of said Parcel 216
an the point of beglaning of the line to be deealed; thence North 47 degrees 18 minutes 16
second. East a dlatonce of 175.14 feet, to an angle point In sold right-of-way Ihe; thence
a, North 47 degrees 18 minutes 19 secands East a distance of 22.71 feet to a point of w.W.
In cold right -of -era) Ih0. finance Easterly a distance WZ60 fact, along a nan-tangentlal our,
a"over to the South hewing a radius of 633.04 fast and a central .91. of 59 degrees 58
minutes 14 search and hewing a chord of 63276 fact rhu h bars North 77 degrees 17
minutes 27 aecands East to an angle Paint h cold right-of-way Ihe; Men" North 56 degrees
16 mlut4s 30 seconds East, not tangent to cold curve a distance of 114.28 fwl, to an angle
point In said right-of-way Ihe, Nan" North 22 degrees 13 minutes 10 seconds East along
_sold right -of -say link a distance of 116.13 feel and cold line there terminathg.
AND
u Parcel B,
1-96a3
That part of the Southwest Ouar r of Me Southwest Ouarter of Seellon 10. Township 116,
Range 23 and Ma Northwest Quarter of the Northwest Quarter of Section 15, Township 116,
i59.s Ran
ge 23, Career County, Minnamta, described asfollows:
Baglnniay at the Southwest comer of said Section®m 10: thence an an arad bearing of North 1
deg. 56 minutes 40 seoonda West dong the Weal line of sold Southwest Ou str, a distance
of 1,023.08 feat to a paint an said West Ihe distant 1668.88 fact South of the West Quertr
comer of sold Section 10. theica South 79 degrees 32 minutes 20 semMs East a distance of
177.T feet; thence South SB degrees 32 minutes 20 sacondo East. a distance of 100.40 feet
thence South 78 dagqnme 32 minutes 20 seconds East a distance of 194.14 feat than" South
74 degrees 32 minutes 20 seconds EaeL a distance of 150.00 feet then" South 47 degrees
K_ly minutes 20 sewnde East a &at.. of 75.43 fast thenoe North 82 degrees 42 minutes 40
Zwaewnda East, a distance of 74.98 het thence South 58 degrees 17 minute, 20 smands East,
NVW91I of 84.58 fact thece South 89 degree, 17 minutes 20 seconds East a distance of
163.25 fact thence South 16 degrees 17 mnutes 40 seconds West a disten" of 820.19 feet
to the Northerly right of say line of Trunk Highway 5: then" North 85 degrees 54 minutes 50
aeconM West dap wW Nrthan rght of way, o d4lonee of 33.08 feet Nance South 56
degrees
40 mnutes 55 sond. West along sold Northerly right of say, a distance of 158.95
feet thence North 85 degrees 54 mantes SO accords West dong said Norther)) right of way, a
distance of 51IL22 feet to the West line of the Northwest Quarter of Section 15. Township 116.
Range 23; then" North 1 degree 37 minutes 50 seconds West along sold West line of the
Northwest Quarter, a distance of 9.12 feet to the point of beginning.
IF
EXCEPT that pert of the above d.arlbwd property whlch Ifes Northwesterly of that perusals
6o.'Northwesterly t-of-wary line of Pascal 216, as shown " MINNESOTA DEPARTMENT OF
TRANSPORTATI RIGHT OF WAY PUT NO. 10-08, recorded as Document No. 205755 and as
anandod on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PUT NO. 10-14.
recorded as Doeumenl No. 279658, described as follows:
Commenecg at the Southwest caner of cold Section 10: thence an an assumad bearing of
North 1 degree 56 minutes 40 asaonds West. along the West line of the Southwest Ouarter of
cold Section 10. a distance of 401.19 feel, to a particular right-of-way Ihe of said Parcel 216
and the point of beginning of the the to be deathbed: thence North 47 dagrwu 18 minutes 16
wcands East a distance of 175.14 feel, to on angle point In sold right -of-way Ihe; thence
North 47 degrwe 18 mhutee 19 .acand. East o dielance of 22.71 feet, to a point of ..lure
In sold right -of -ray IIns; thance Easterly o distance of 662.60 foal, along a non -tangential
wren carper to the South hosing a radlue of 633.04 fact and a cettral apM of 59 degrees
SIR minutes 14 associate and hating a chord of 632.76 fact Mich bean North 77 degree. 17
minutes 27 wconds East to an ongle point In cold right-of-way Ihe: thence North 56 diagram
16 minutes 30 seconds East, not tongonl to said oarv. a distance of 114.28 fact. to an angle
paint In said right-of-way Ihe; thence North 22 degrees 13 mhules 10 seconds East along
cold right-of-way link a distance of 11SA3 fact and said line there terminating.
AND EXCEPT cold Parent 216
Caws County, Minnesota
Abstract Property
COMMUNITY DEVELOPMENT DEPARTMENT MAR Z ZOt
Planning Division - 7700 Market Boulevard OF CSEN
Mailing Address - P.O. Box 147, Chanhassen, MN�A�*CITY INU
Phone: (952) 227-1300 / Fax: (952) 227-1110
APPLICATION FOR / DEVELOPMENT REVIEW
Date Filed: t--+Fi-QLJJ'-+- 60-Day Review Deadline: �� Planner. !" J C--) Case
❑ Comprehensive Plan Amendment ......................... $600
❑ Minor MUSA line for failing on -site sewers..... $100
❑ Conditional Use Permit
❑ Single-Famlly Residence ................................$325
❑ All Others......................................................... $425
❑ Interim Use Permit
❑ In conjunction with Single -Family Residence.. $325
❑ All Others......................................................... $425
® Rezoning
®
Planned Unit Development (PUD) ..................
$750
❑
Minor Amendment to existing PUD .................$100
❑
All Others.........................................................$500
❑ Sign
Plan Review ...................................................
$150
® Site Plan Review
❑
Administrative..................................................$100
®
Commercial/Industrial Districts* ......................
$500
Plus $10 per 1,000 square feet of building area
•Includenumberof existing employees: „ U
and number of new employees: �Q_
❑
Residential Districts.........................................$500
Plus $5 per dwelling unit
ADDITIONAL REQUIRED FEES: -
® Notification Sign.. ................................. ............... $200
(City to install and remove) �.�
® Property Owners' List within 500' �.... $3 per address I
(City to generate -fee determined at pre -application meeting)
® Escrow for Recording Documents.. $50 per document
(CUP/SPRNAC/VARANAP/Metes & Bounds Subdivision)
❑ Subdivision
❑ Create 3 lots or less ........................................ $300
❑ Create over 3 lots.......................$600 + $15 per lot
❑ Metes & Bounds .........................$300 + $50 per lot
❑ Consolidate Lots..............................................$150
❑ Lot Line Adjustment.........................................$150
❑ Final Plat*........................................................$250
'Requires additional $450 escrow for attorney costs.
Escrow will be required for other applications through the
development contract.
❑ Vacation of Easements/Right-of-way................... $300
(Additional recording fees may apply)
❑ Variance............................................................... $200
❑ Wetland Alteration Permit
❑ Single -Family Residence ............................... $150
❑ All Others ....................................................... $275
❑ Zoning Appeal ...................................................... $100
❑ Zoning Ordinance Amendment ............................ $500
NOTE: When multiple applications are processed concurrently,
the appropriate fee shall be charged for each application.
(Refer to the appropriate Application Checklist for required submittal
information that must accompany this application)
TOTAL FEES: $ 2,079.00
Received from:
Date Received: Check Number: SSA
% (00
Project Name: CHILDRENS LEARNING ADVENTURE - CHILDCARE CENTER
Property Address or Location: 7750 GALPIN BLVD, CHANHASSEN, MN
Parcel #:250101800 & 1810 Legal Description: SEE ATTACHED ALTA, FOR FULL LEGAL
Total Acreage: 13.887 Wetlands Present? ® Yes ❑ No
Present Zoning: A2 -AGRICULTURAL ESTATE Requested Zoning: PUD
Present Land Use Designation: OFFICE
Existing Use of Property: CURRENTLY VACANT
Description of Proposal:
® Check box if separate narrative Is attached
Requested Land Use Designation: COMMERCIAL
SCANNED
— -----Section 3:- Property Owner-andApplicant-Information ------ - -
APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. If this application has not been signed by
the property owner, 1 have attached separate documentation of full legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
application. I will keep myself Informed of the deadlines for submission of material and the progress of this application. I
further understand that additionalfeesmay be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct.
Name: CLA CHANHASSEN, LLC
Address: 3131 EAST CAMELBACK ROAD, SUITE 420
City/State/Zip: PHOENIX, AZ 85016
Email: dnew childrensleamin adv nture.com
Signature:
Contact: DAVID NEWTON
Phone: 602-707-6991
Cell: 623-221-0424
Fax: 602-707-6996
Date: 0 3 - 13 `r b
PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand that additional fees may
be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the
study. I certify that the information and exhibits submitted are true and correct.
Name: AMERICANA COMMUNITY BANK
Address: 10700 PRAIRIE LAKES DRIVE
City/Stateop:
Email: TS_
Signature: l
MN 55344-3858
Contact: JAMES J, SWIONTEK
Phone: 952-230-9712
Cell: 612-209-8106
Fax:
Date:
This app 1' a4on must be completed in full and be typewritten or clearly printed and must be accompanied by all
information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the
appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and
applicable procedural requirements.
A determination of completeness of the application shall be made within 15 business days of application submittal. A
written notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
PROJECT ENGINEER (if applicable)
Name: CEI ENGINEERING ASSOCIATES, INC. Contact: ALAN CATCHPOOL, PE
Address: 2025 CENTRE POINTE BLVD, SUITE 210 Phone: 651-452-8960
City/State/Zip: MENDOTA HEIGHTS.MN 55120 Cell: 612-414-5011
Email: ACATCHPOOLCrD.CEIENG.COM Fax: 651-452-1149
Section 4: Notification
Information
Who should receive copies
of staff reports?
'Other Contact Information:
®
®
Property Owner Via:
Applicant Via:
Email
® Email
® Mailed Paper Copy
® Mailed Paper Copy
Name:
Address:
®
Engineer Via:
® Email
❑ Mailed Paper Copy
City/State/Zip:
❑
Other" Via:
❑ Email
❑ Mailed Paper Copy
Email:
SCANNED
March 20, 2015
Robert Generous, AICP,
City of Chanhassen
7700 Market Boulevard
Chanhassen, MN 55317
ENGINEERS ■ SURVEYORS ■ PLANNERS
LANDSCAPE ARCHITECTS ■ ENVIRONMENTAL SCIENTISTS
2025 Centre Pointe Boulevard, Suite 210
Mendota Heights, MN 55120
(651)452-8960 Fax (651) 452-1149
wAwv.ceieng.com
Senior Planner
RE: Project Narrative
Children's Learning Adventure Childcare Centers
NWC Highway 5 & Galpin Blvd.
Chanhassen, MN.
Dear SIR:
This letter is to provide a project narrative for the proposed childcare development at Galpin
Boulevard and Highway 5.
About Children's Learning Adventure (CLA)
All CLA facilities are learning environments catering to a variety of age groups. They offer
programs for infant care, toddler care, preschool/Pre-K, afterschool programs and summer
camp programs.
For the preschool/Pre-K programs and Kindergarten, CLA offers specialized play and learning
classrooms that expose the children to a variety of environments paralleled to real world
scenarios. These specialized learning classrooms are as follows:
• Imagination Island — it is a miniature city complete with shops, government offices, cafes
and other community services for children to interact among each other in real world
"play" environment.
• Laboratory Lagoon — a cutting edge science center, complete with a planetarium.
• Picture Paradise — a multi media room with a mock TV studio utilizing real cameras.
• Reading Reef — an expansive library with books for all age groups
• Art Studio — where the children can express their creativity in different mediums
• Indoor gym
For the Afterschool and Camp programs, CLA offers enrichment specialized classrooms that
are specifically designed for the school age child. These classrooms are as follows:
• Computer Lab
• Library
• Theater equipped with a stage area for performances and musicals
• Bowling lanes
• Culinary kitchens
• Indoor gym, and ;iTY0FCHANHASSEN
• Homework study area RECEIVED
MAR 2 u 2015
Providing Consolidated Land Development Services CHANHASSENPlANNINGDEPT
CALIFORNIA ■ TEXAS 0 ARKANSAS 0 MINNESOTA ■ GEORGIA 0 PENNSYLVANIA SCANNED
CLA offers an outdoor playground environment with challenges designed for each age group.
In addition to the age appropriate playground areas, there are additional outdoor amenities:
• Nature's Nook — an outdoor garden area for children to grow local herbs, vegetables and
annuals/perennials plants.
• Miniature tennis court
• Miniature basketball court
• Miniature kickball court
• Miniature soccer field
How CLA Operates
Each internal CLA facility is broken down into three main areas:
• Home Rooms / Pre -School ,
• After -School, and
• Extra -Curricular. (Children from the Home Rooms are rotated through these
classrooms during the day for extra- curricular activities.)
CLA's hours of operation are from 6:30 am to 6:30 pm, Monday through Friday. They are
closed nights and weekends. CLA does not rent their centers nor allows other events (I.e.: no
weekend receptions, parties, etc.).
As far as capacity for their facilities, the Fire Departments "Maximum Occupancy' will be much
greater than the State's "Licensed Capacity" which will be greater than Enrollment.
Unlike an elementary school (where all of the students arrive exactly 8:00 a.m. and leave
exactly at 2:30 pm.), our enrollment is spread over:
• 5-Days per week full time,
• 3-Days per week full time,
• 2-Days per week full time,
• 5-Days per week part time,
• 3-Days per week part time, and
• 2-Days per week apart time.
CLA's Drop off and Pick Up Procedures:
Generally speaking, people tend to automatically predispose the same issues related to traffic,
parking and queuing that one associates with an elementary school; that is, the floodgates open
for 15-20 minutes twice a day at exactly 8:00 a.m. and 2:30 pm. That is not the case.
While traffic flow surrounding each site can be affected differently, CLA's process for drop off
and pick up is a key component to its overall methodology for security and safety.
The typical center's peak hours for drop-off are spread out over three main time frames:
• 6:30 a.m. to 9:30 a.m. represents the primary/peak drop-off hours,
• 11:00 a.m. to 1:00 p.m. represents a secondary period of pick-up/drop-off for half -day
students, and
• 3:30 p.m. to 6:30 p.m. represents the primary/peak pick-up hours for full -day students.
CLA's policy and standard procedure, is that all parents are required to park their vehicles and
enter the center with their children by utilizing the fingerprint entry scanner at the main entry of
the center. Then, the parents are required to sign in at the front desk and walk their children to
their classrooms. Once the parents are ready to exit the center, they must sign out at the front
desk. This process usually takes about 5-7 minutes.
SCANNED
The doors closest to the entry are the accessible parking spaces in the amount required by
code. The next -closest parking spaces are designated for families caring infants.
Traffic Impact Study:
Per the TIS completed by Wenck Associates, Inc. dated January 8, 2015, the following
conclusions were drawn:
• Traffic generated by the proposed project does not change the level of service of any
movement to an unacceptable level during either peak hour. No improvements are
needed at the intersections analyzed to accommodate the proposed project.
• The proposed right turn access on Galpin Blvd will result in increases to the northbound
u-turn volume at Galpin Blvd/W. 781" Street. As shown in the level of service analysis,
the increase in u-turns does not impact the left turn level of service. The increase in u-
turns does not significantly impact the intersection operations.
• Traffic observations during the a.m. and p.m. peak hours indicate that adequate space is
available between T.H. 5 an the proposed right turn access. We do not anticipate
vehicle queuing impacts at this location.
• The project trips have minimal impact on the overall traffic operations. No improvements
are needed to the surrounding street systems to accommodate the proposed project.
The proposed right turn access on Galpin Blvd provides a secondary access for the site,
resulting in greater dispersion of traffic onto the surrounding roadway system.
Carver County has agreed to allow the Galpin Blvd access as a right-in/right-out only meeting
County design requirements.
Future Development:
Per the CLA site plan dated (3-20-15), a specific use for the north open space on the 7.88 acre
site south of 781" Street has not been designed. CLA is currently reviewing options for an
appropriate use and will apply for a Conditional Use Permit in the future, which will conform to
all zoning requirements. The 6.09 acre parcel North of 78w Street will remain undeveloped.
Signage:
Per the CLA signage plan dated (3-19-15), no signage is proposed for the rear or 781' Street
side which faces the neighborhood. All signage has been placed on the T.H. 5 frontage and
sides, which are appropriate to the scale and architecture of the building.
Should you have any questions or comments please feel free to give me call.
Sincerely,
CEI Engineering associates, INC.
�& 460e�
Alan Catchpool, PE
MN Branch Mgr.
80ANNEr
Page 1 of 2
Fiom: Machemehl, Linda K(linda.k.machemehl@xcelenergy.com)
Sant Tuesday, March 24, 201510:24 AM
TO: Meuwasen, Kim; Generous, Bob
Subject. RE: City of Chanhassen Agency Review Request for Children's learning Adventure Childcare Center
Kim;
Xcel Energy has overhead transmission that follows the north side of Hwy 5 and then runs north south along west side of this property. Xcel Energy has a single phase underground
primary and a single phase padmount transformer on the property. There are no services any longer coming out of this transformer. X could be used to serve a temporaryduring
construction if needed. See map below.
Linda Machemehl
Xod Energy —Responsible By Nature
Designer
720 South Pine Street, Waconia, MN 55387
P: 952.47O.3321 C: 612 718.23% F: 952.442.5599
E: tinda.K.Machemehl(@acelenerev com
XCELENERGY.COM
Please consider the environment before printing this e-mail.
le
gF
, ii L9
J
t
.t
From: Mnrvdssen, Kim fmailtoArneuwissenldo.chanhassen.cmi
Sent: Monday, March 23, 2015 1:23 PM
TO: 'Kate "me; chentges@W.carver.mmus'; )ertnie.skancke@state.mn.us';hDd.shenren@doLSVfte.inn.us';'cbleser@rpbcwd.org';
'cthanpson@mediWOMCC.com; MachemeN, Linda K;'dwL.monson@Cen rPdntEnergymm';'Maureen.Amst@anWMink.mm%'brerda.sudheimer@centurylink.cos i;
'mrdall.dson@centuMink.com'
Cc: Generaas, Bob; Mohn, 3eny; Fauske, Alyscn; Littfin, Mark; Sinclair, Al; Hoffman, Todd; )effnry, Terry
Subject: City of Chanhassen Agency Review Request for Children's learning Mcenhue Ovomre Center
Development Plan Review Agencies:
Please review the attached request and respond with yourcomments no later than Thursday. Audi 9.2015 to:
Robert Generous, Senior Planner
City of Chanhassen
PO Box 147
Chanhassen, MN 55317
952-227-1131
file:///G:/PLAN/2015%20P1anning%20Cases/2015-09%20Children's%20Learning%20Ad... 4/ 13/2015
Page 2 of 2
beenerousiOci.chanhassen.mn.us
Replies to this email will be automatially be copied to Bob.
You an view the project documents at hap//w .ci.clwnhassen.mn.us/2015-0 . Thankyoul
©Kim Meuwissen
Sr. Communlrallons/Adminlmmtive Support Specialist
952-127-2107
kmeuwuseruladcbonhasen.mn.us
Otti(W N NHA 14
nOOMMXETB)ULEVARD
M BOX 147
CHMHAMEN, MN 55317
©
�uson
Facebook
file:///G:/PLAN/2015%20Plaming%20Cases/2015-09%20Children's%20Leaming%20Ad... 4/13/2015
�OoNESO'.� Minnesota Department of Transportation
Metropolitan District
Waters Edge Building
1500 County Road B2 West
Roseville, MN 55113
April 9, 2015
Kate Aanenson,
Community Development Director
City of Chanhassen
PO Box 147
Chanhassen, MN 55317
SUBJECT: Children's Learning Adventure Childcare Center
MnDOT Review #S15-015
NW Quadrant of MN5 and Gaplin Blvd.
Chanhassen, Carver County
Control Section 1002
Dear Ms. Aanenson:
Thank you for submitting the Children's Learning Adventure Childcare Center site plan.
MnDOT has reviewed the plans and has the following comments:
Surveys:
A dimension is missing on the northwest quadrant (TH 5/Galpin Blvd) sightline. The line
is graphically the correct length, but there should be another dimension of 51.22' at the
sight corner or show the total length of line as 103.69'. A tumback has been completed in
which, Mn/DOT's right-of-way crosses Galpin south of the proposed entrance. MnDOT
no longer own right of way adjoining West 78t' Street and this property.
If you have any questions regarding these comments please direct them to Bruce
Wetherbee in MnDOT Surveys at Bruce.wetherbeeAstate.mn.us or 651-366-5176.
Design:
• MnDOT Highly recommends using Standard Plate 7035, Concrete Walk & Curb
Returns at Entrances for the access along Galpin Blvd. This detail provides
guidance on to how integrate ADA concerns into the driveway. See attachment.
• MnDOT right of way has noxious weeds. See attachment.
• The proposed grading ends at the MnDOT right of way line. Consider a setback in
order to complete the grading while still staying within the property limits. Show
the MnDOT fencing on the plan and add a note to protect it.
• The pond side slopes are steeper than 1:3 and start immediately on the other side
of the right of way line. These slopes are not traversable nor recoverable by errant
vehicles. The plans need to indicate how far these ponds are from TH 5, whether
or not the ponds are within the Highwy 5 clear zone, and if the ponds are wet or
dry.
Roadside Vegetation
It appears that all of the plantings will be off MnDOT right-of-way. The trees and shrubs
that are planned to be adjacent to the TH 5 Right of way will likely survive the roadside
conditions. The planned planting of Swamp White Oak may interfere with the overhead
powerlines, which were not shown on the included plans. If the trees' canopies will reach
the overhead lines, the oaks should be replaced with a tree species that will be shorter
when mature along TH5. The planting plan should be approved by the Chanhassen City
Forester, Jill Sinclair.
Please direct questions to these comments to Tina Markeson in MnDOT's roadside
vegetation unit, tina.markeson(a),state.mn.us, or 651-366-3619.
Water Resources:
A drainage permit will be required. The proposed development will need to maintain
existing drainage rates (i.e., the rate at which storm water is discharged from the site must
not increase). The City or project developer will need to submit existing / proposed
hydraulic computations for both 10 and 100 year rainfall events verifying that all existing
drainage patterns and systems affecting MnDOT right of way will be perpetuated.
Drainage permit application can be found at:
htta://www.dot.state.mn.us/utility/files/odflnemiits/drainage-form-complete.pdf.
Please direct questions concerning these issues to Nicholas Olson (651-634-7542) of
MnDOT's Water Resources section.
Permits
A short form permit is required for the water and gas connections if they occur in
MnDOT R/W. Permit forms are available from MnDOT's utility website at
www.dot."e.mn.us/tecgW/utility.
Please include one 11 x 17 plan set and one full size plan set with each permit
application. Please direct any questions regarding permit requirements to Buck Craig
(651-234-7911 or buck.craig(astate.mn.us) of MnDOT's Metro Permits Section.
Review Submittal Options:
MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in
electronically can usually be turned around faster. There are four submittal options.
Please submit either:
1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at
metrodeweviews.dot(astate.mn.us provided that each separate e-mail is under 20
megabytes.
2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will
expedite the review process. Plans can be sent to:
MnDOT — Metro District Planning Section
Development Reviews Coordinator
1500 West County Road B-2
Roseville, MN 55113
3. One (1) compact disc.
4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to:
ftp://ft2.dot.state.mn.Wpub/incoming/MetroWatersEdg0lannine Internet Explorer
doesn't work using ftp so please use an FTP Client or your Windows Explorer (My
Computer). Also, please send a note to metrodevreviews.dotnastate.mn.us indicating
that the plans have been submitted on the FTP site.
If you have any questions concerning this review, please contact me at (651) 234-7784.
Sincerely,
Karen Scheffing
Principal Planner
Copy sent via E-Mail:
Nancy Jacobson, Design
Hailu Shekur, Water Resources
David Sheen, Traffic
Clare Lackey, Traffic Engineering
Tina Markeson, Roadside Vegetation
Doug Nelson, Right -of -Way
Buck Craig, Permits
Tara McBride, Area Engineer
Dave Torfin, Surveys
Bruce Wetherbee, Surveys
Russell Owen, Metropolitan Council
c & G
4 IN. WALK
8 IN. PAVEMENT
1
I
9
I
PAVED t 4 IN.
ALLEY WALK
I
0.015 FT./FT.(3/16" PER FT.) TYPICAL©
1/4" R TOWARD ROADWAY
(TYPJ
I VARIABLE WIDTH
SECTION THRU WALK
- CURB AND GUTTER
6 IN. PAV'T. 2 CONTRACTION
1 JOINTS
9 O
I PRIVATE 1 4 IN. WALK
TE DRIVEWAY
i
PLAN
CONCRETE WALK
A�i"``�`
HALF PLAN PERSPECTIVE
1/4" R. 4 FT. MDI.-�
0.02 FT./FT.
0.06 FT./FT.
MAXIMUM
SLOPE �
SECTION A -A
CURB RETURN
PROVIDE INTERMEDIATE
JOINT AT SQUARED END
IN SIDEWALK, WHEN
SIDEWALK IS ADJACENT
TO CURB AND GUTTER -
4 DKL WALK
NOTES:
SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR
GEOMETRIC DESIGN OF ENTRANCES.
WHERE THE MAX. ALLOWABLE ENTRANCE GRADIENT
WOULD BE EXCEEDED. DUE TO THE POSITION OF
EXISTING WALK, THE WALK SHALL BE REMOVED AND
REPLACED, OR THE PAVEMENT WARPED TO PROVIDE
THE REQUIRED ENTRANCE SLOPE.
SEE PLANS FOR PLACEMENT OF WALK AND
DIMENSIONS FOR CONSTRUCTION OF DRIVEWAYS.
NO DEDUCTION SHALL BE MADE IN CURB k GUTTER
FOR ENTRANCE.
(DI/2 Br.EXPANSION JOINT. 1/2 DL PREFORMED JOINT
FILLER MATERIAL.AASHTO M 213 (REQUIRED WHEN
2 CONCRETE AREAS ARE POURED SEPARATELY).
02 1/2 DL EXPANSION JOINTS AT 60 FT. (APPROX.)
MAXIMUM INTERVALS.
Q3 MATCH INFLACE DRIVEWAY THICKNESS (6 DL MIN.).
0 WITHOUT SIDEWALK, PAVE ONLY TO THE END OF
CURB RETURN WHEN ENTRANCE IS UNSURFACED OR
CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT.
05 WITH SIDEWALK, PAVE TO THE BACK OF SIDEWALK.
PAID FOR AS CONCRETE DRIVEWAY PAVEMENT.
© CONTRACTION JOINT (FORMED OR SAWED).
OT EXPANSION JOINT NOT REQUIRED IF ADJACENT
SECTIONS ARE POURED MONOLITHICALLY. SEE
SECTION A -A.
QB SEE PLANS FOR PLACEMENT OF PED. CURB RAMP.
09 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE
APPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH
15 FT. BETWEEN JOINTS).
® THE MINIMUM CONTINUOUS AND UNOBSTRUCTED CLEAR
WIDTH OF A PEDESTRIAN ACCESS ROUTE SHALL BE
4.0 FT.
© SEE PLANS FOR PROPOSED CROSS SLOPE OF THE
PEDESTRIAN ACCESS ROUTE, WHICH MAY NOT EXCEED
0.02 FT./FT. AS CONSTRUCTED.
APPROVED JULY 25, 2011 STATE OF MD04ESOTA SPECIFICATION STANDARD
— — — — — — DEPARTMENT OF TRANSPORTATION REFERENCE PLATE
CONCRETE WALK & z301 No.
STATE DESIGN FNCI CURB RETURNS AT ENTRANCES 2521 7035N
2531
E ENTRANCE
A
60' TO 90'
R.
w'
v
ON
rn -
N
G
Gry
^
N
z
H
'n
w
Q
w
w
(0
E
p
N
°'
Q
pm
z
y
N
w
0
U-
E
c
j
n
9
O
U
Z
U
w
o
w>
O
�...J
y O
J`�
1
O
�
O
a�
w vO
7
o
m
z
zz
a
a
m'♦
�' ♦I,
♦.
�'�
° ♦.0
v'♦p=°-'�1
ff
Go
°
z�a
y
fI
F1
-l♦F-I♦1
1
F-I
o
N
a
1
E
rn
o
F
a
L+J
I+] L'
'
CY
6 �
I$rjl hr ,i N
t
6i
4
m
Generous, Bob
From:
Aanenson, Kate
Sent:
Friday, April 10, 2015 2:30 PM
To:
Generous, Bob; Fauske, Alyson
Subject:
FW: S15-011 Children's Learning Adventure Childcare Center
Follow Up Flag:
Follow up
Flag Status:
Flagged
From: Scheffing, Karen (DOT)[mailto:Karen.5cheffing@state.mn.us]
Sent: Friday, April 10, 2015 2:13 PM
To: Aanenson, Kate
Subject: FW: S15-011 Children's Learning Adventure Childcare Center
Kate
A few additional comments came in regarding the Childcare center. We felt this didn't warrant a revised letter but
thought we should pass them on.
Karen
From: Grugel, Todd (DOT)
Sent: Thursday, April 09, 2015 5:24 PM
To: Scheffing, Karen (DOT)
Cc: Jacobson, Nancy (DOT); Andrusko, Andrew (DOT)
Subject: RE: 515-011 Children's Learning Adventure Childcare Center
Karen,
I think first bullet under design referencing usage Std. Plate 7035 for driveways catches most of the ADA elements. If
not too late though, you could clarify that then entire 10'trail width through the driveway should have a maximum 2%
cross slope. The plate isn't clear on that aspect for trails (I think it says maintain minimum 4' PAR).
Todd Grugel
ADA Program Engineer
651-366-3531
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COUNTY OF CARVER )
I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on
April 9, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota;
that on said date she caused to be mailed a copy of the attached notice of Public Hearing for
Children's Learning Adventure — Planning Case 2015-09 to the persons named on attached
Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and
depositing the envelopes addressed to all such owners in the United States mail with postage
fully prepaid thereon; that the names and addresses of such owners were those appearing as such
by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate
records.
Subscribed and swom to before me
this day of 1 2015.
Notary
JWKIM T. MEUWISSEN
otary PublbMkme9otaCa"^'NW^ roman 91.E
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, April 21, 2015 at 7:00 P.M. This hearing may not start until
later in the evening,depending on the order of the agenda.
Location:
City Hall Council Chambers 7700 Market Blvd.
Request for Rezoning approximately 14 acres from Agricultural
Proposal:
Estate (A-2) to Planned Unit Development -Residential (PUD-R),
and Site Plan Review with Variances for a 33,000 square -foot
Childcare Center — CHILDREN'S LEARNING ADVENTURE
Applicant:
CLA Chanhassen, LLC
Property
Northwest corner of Highway 5 & Galpin Boulevard
Location:
(7750 Galpin Boulevard)
A location map is on the reverse side of this notice.
_
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
_
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/2015-09. If you wish to talk to
someone about this project, please contact Bob Generous by
Questions &
email at boenerous(aci.chanhassen.mn.us or by phone at
Comments:
952-227-1131. If you choose to submit written comments, it is
helpful to have one copy to the department in advance of the
meeting. Staff will provide copies to the Commission. The
staff report for this item will be available online on the
project web site listed above the Thursday prior to the
Planning Commission meeting.
City Review Procedure:
• Subdivisions, Planned Unit Developments, Site Plan Rwiews, Conditional and Interim Uses, Welland Alterations, Rezonings,
Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City
ordinances require all property within 500 feat of the subject site to be notified of no application in writing. Any interested party is
invited to attend the meeting.
• Staff prepares a report on the subject application that inductee all pertinent information and a recommendation. These reports are
available by request At the Planning Commission meeting, staff will give a verbal overview of Me report and a recommendation.
The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the
public heating and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify
wholly or panty no Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority
vote of Me City Council except rezonings and land use amendments from residential to commeroallindustriel.
• Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard,
Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the
process should check with the Planning Department regading its status and scheduling for the City Council meeting.
• A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to
meet with the neighborhood regarding their proposal. Staff is also available to review Me project with any interested person(s)
• Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence
regarding the application will be Inducted in the report to the City Council. If you wish to have something to be included in the report,
lease contact the Planning Stag Person named an the notification.
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, April 21, 2015 at 7:00 P.M. This hearing may not start until
later in the evening, depending on the order of the agenda.
Location:
Citv Hall Council Chambers, 7700 Market Blvd.
Request for Rezoning approximately 14 acres from Agricultural
Proposal:
Estate (A-2) to Planned Unit Development -Residential (PUD-R),
and Site Plan Review with Variances for a 33,000 square -foot
Childcare Center —CHILDREN'S LEARNING ADVENTURE
Applicant:
CLA Chanhassen, LLC
Property
Northwest corner of Highway 5 & Galpin Boulevard
Location:
(7750 Galpin Boulevard)
A location map is on the reverse side of this notice.
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/2015-09. If you wish to talk to
someone about this project, please contact Bob Generous by
Questions &
email at benerous(bci.chanhassen.mn.us or by phone at
Comments:
952-227-1131. If you choose to submit written comments, it is
helpful to have one copy to the department in advance of the
meeting. Staff will provide copies to the Commission. The
staff report for this item will be available online on the
project web site listed above the Thursday prior to the
Planning Commission meeting.
City Rwiew Procedure:
• Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings,
Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City
ordinances require all property within S00 feet of the subject site to be notified of Me application in writing, Any interested party is
invited to attend the meeting.
• Staff prepares a report on Ma subject application that includes all pertinent information and a recommendation. These reports are
available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation.
The item will be opened for the public to speak about the proposal as a pan of the hearing process. The Commission will dose the
Public hearing and discuss the item and make a recommendation to Me City Council. The City Council may reverse, affirm or modify
wholly or Partly the Planning Commission's recommendation. Remnings, land use and coos amendments take a simple majority
vote of the City Council except rezonings and land use amendments from residential to wmmennaumdustrial.
• Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard.
Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the
process should check with the Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged b
meet with Me neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s).
• Because the Planning Commission holds the public hearing, Me City Council does not. Minutes are taken and any correspondence
regarding the application will be included in the report to the City Council. l you wish to have something to be included m the report,
lease contact the Plannimp Staff person named on the notification.
AMERICANA COMMUNITY BANK AMY B TREBIL AMY M PEITZ
10700 PRAIRIE LAKES DR 2406 HARVEST WAY 2906 BUTTERNUT DR
EDEN PRAIRIE, MN 55344-3858 CHANHASSEN, MN 55317-8452 CHASKA, MN 55318-1111
ARTEMAS ROBERTS III BLAINE D SHANSTROM BLAKE S HULANDER
7762 VASSERMAN PL 8516 IRWIN RD 7850 HARVEST LN
CHANHASSEN, MN 55317-4536 MINNEAPOLIS, MN 55437-1523 CHANHASSEN, MN 55317-8453
BRAD L & ELAINE N DALAGER BRANDON R MESSER BRIAN R & BARBARA C FOLSOM
7847 AUTUMN RIDGE AVE 2331 SCHOOLMASTER DR 2215 BANEBERRY WAY W
CHANHASSEN, MN 55317-8451 CHASKA, MN 55318-2804 CHANHASSEN, MN 55317-8339
CARVER COUNTY CDA CENTEX HOMES-MINNESOTA DIV CHERYL A STANTON
705 WALNUT ST N 7500 OFFICE RIDGE CIR STE 325 7720 VASSERMAN TRL
CHASKA, MN 55318-2039 EDEN PRAIRIE, MN 55344-3786 CHANHASSEN, MN 55317-4506
CHRISTOPHER B CESAR CNBI LLC CONVENIENCE STORE
INVESTMENTS
2194 BANEBERRY WAY W PO BOX 47570
CHANHASSEN, MN 55317-8338 MINNEAPOLIS, MN 55447-0570 LA BOX 2107
LACROSSE, WI 54602-2107
DANNA M & GEORGE M MOKAMBA DAVID J WINDSCHITI DENEEN D YOUNG
2223 BANEBERRY WAY W 7620 RIDGEVIEW WAY 7852 AUTUMN RIDGE AVE
CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317-4507 CHANHASSEN, MN 55317-8451
DIANE JULSON DIANNE JANICE ERICKSON DUANE A LUBBERS
7740 VASSERMAN TRL 7735 VASSERMAN TRL 7754 VASSERMAN TRL
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506
DUNG D LE ELIZABETH D SANTIAGO ELIZABETH L SMITH
7842 HARVEST LN 2386 HARVEST WAY 2197 BANEBERRY WAY W
CHANHASSEN, MN 55317-8453 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-8340
GELINO FAMILY TRUST GERALD P & PEGGY A WOLFE GRETCHEN JELINEK
7729 VASSERMAN TRL 7755 VASSERMAN TRL 7710 VASSERMAN TRL
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506
HANG CHAN HELEN E ERNST IND SCHOOL DIST 112
2201 BANEBERRY WAY W 7749 VASSERMANN TRL 11 PEAVEY RD
CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317-4506 CHASKA, MN 55318-2321
JAMES F SAPIENZA IRA JAMES H & AMELIA A CHMURA JAMES P HERZING
PO BOX 1409 7745 VASSERMAN TRL 6645 E LAKETOWNE DR
ELYRIA, OH 44036-1409 CHANHASSEN, MN 55317-4506 ALBERTVILLE, MN 55301-4366
JEFFREY GIBBS JEFFREY M & TIFFANY M WEYANDT JOSEPH W & EILEEN D KIEFFER
8061 DAWN DR 7626 RIDGEVIEW WAY 7602 RIDGEVIEW WAY
ROCKFORD, MN 55373-9317 CHANHASSEN, MN 55317-4507 CHANHASSEN, MN 55317-4507
JULIE A SKOOG JUSTIN C ANDERSON KAREN ANN OLSON
2400 HARVEST WAY 7848 AUTUMN RIDGE AVE 7850 AUTUMN RIDGE AVE
CHANHASSEN, MN 55317-8452 CHANHASSEN, MN 55317-8451 CHANHASSEN, MN 55317-8451
KATHERINE M KORPI KATHRYN T STODDART KENDALL LIVING TRUST
7845 HARVEST LN 7305 GALPIN BLVD 7766 VASSERMAN PLACE
CHANHASSEN, MN 55317-8453 EXCELSIOR, MN 55331-8059 CHANHASSEN, MN 55317-4536
LARRY S & TERESA M HANSON LEE ANN FRANZ LONNIE G & JAN M JOHNSON
7734 VASSERMAN TRL 7844 HARVEST LN 6706 PROMONTORY DR
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8453 EDEN PRAIRIE, MN 55346-1919
LORI J WIRTZ MARILYN G LEBLANC MARK A & SARAH L PLETTS
2360 BRIDLE CREEK CIR 2376 HARVEST WAY 7517 BENT BOW TRL
CHANHASSEN, MN 55317-9338 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-6401
MARK C GOODMAN MARK I & MAUREEN E MAGNUSON MARK T & ALICIA F SCHIMKE
2370 HARVEST WAY 7715 VASSERMAN TRL 7626 PRAIRIE FLOWER BLVD
CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8334
MARYANN TOMPKINS MATTHEW S BLEWETT MAX C FOSTER
7724 VASSERMAN TRL 2396 HARVEST WAY 13723 54TH AVE N
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8444 PLYMOUTH, MN 55446-1153
MELISSA A HEIN MICHAEL L & CAROLYN L SHIELDS MIRON E MARCOTTE
2193 BANEBERRY WAY W 7759 VASSERMAN TRL 7240 GALPIN BLVD
CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317-4506 EXCELSIOR, MN 55331-8058
MUOI TAM NGU NICHOLAS J SCHULIST PATRICIA S DEZIEL
2050 WATERLEAF LN W 2372 HARVEST WAY 2382 HARVEST WAY
CHANHASSEN, MN 55317-8342 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-8444
PAUL J WOLETZ RALPH H PAMPERIN RICHARD A OLSON
7756 VASSERMAN PLACE 7719 VASSERMAN TRL 7730 VASSERMAN TRL
CHANHASSEN, MN 55317-4536 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506
ROBERT L GRIFFITH
7739 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
RUTH H MITAL
7750 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
SRIRAM VISWANATHAN
7614 RIDGEVIEW WAY
CHANHASSEN. MN 553174507
SUSAN M ERICKSON
2198 BANEBERRY WAY W
CHANHASSEN, MN 55317-8338
THOMAS W & SHARON D KRAUS
7744 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
TRUST AGREEMENT OF LAWRENCE
&
7725 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
ROBERT M & PATRICIA L PETERSON
2398 HARVEST WAY
CHANHASSEN, MN 55317-8444
SERLIN PROPERTIES LLC
1 CVS DR
WOONSOCKET, RI 02895-6146
STACY ANN BENNETT
2388 HARVEST WAY
CHANHASSEN, MN 55317-8444
THEODORE A & ANGELA M
ELLEFSON
7609 WALNUT CURV
CHANHASSEN, MN 55317-9395
TIMOTHY DESAULNIERS
7845 AUTUMN RIDGE AVE
CHANHASSEN, MN 55317-8451
VASSERMAN RIDGE MASTER
ASSOC
16305 36TH AVE N SUITE 600
PLYMOUTH, MN 55446-4270
ROBERT P & CARRIE J WEBBER
7608 RIDGEVIEW WAY
CHANHASSEN, MN 55317-4507
SON AND SHVETZOFF VENTURES
LLC
7135 15TH AVE S
RICHFIELD, MN 55423-3429
STANLEY W VALENSKY
7752 VASSERMAN PL
CHANHASSEN, MN 55317-4536
THOMAS S BLUSTIN
2394 HARVEST WAY
CHANHASSEN, MN 55317-8444
TIMOTHY J GUILFOIL
7714 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
VASSERMAN RIDGE PROMENADE
INC
16305 36TH AVE N SUITE 600
PLYMOUTH, MN 55446-4270
VICKIE S KLINE WALNUT GROVE HOMEOWNERS XUONG 0 LUU
2384 HARVEST WAY ASSN 2219 BANEBERRY WAY
CHANHASSEN, MN 55317-8444 1801 E 79TH ST #21 CHANHASSEN, MN 55317-8339
BLOOMINGTON. MN 55425-1230
Affidavit of Publication
Southwest Newspapers
State of Minnesota)
)SS.
County of Carver )
CITY OF CHANHASSEN
CARVER & HENNEPIN
COUNTIES
NOTICE OF PUBLIC
HEARING Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized
PLANNING CASE NO.201g, agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil-
NOTICE IS HEREBY GIVE lager and has full knowledge of the facts herein stated as follows:
that the Chanhassen PlannlnN
Commission will hold a publig (A) These newspapers have complied with the requirements constituting qualification as a legal
hearing on Tuesday, April 21 newspaper, as provided by Minnesota Statute 331A.02, 331 A.07, and other applicable laws, as
2015, at 7:00 p.m. in the Councll amended.
Chambers in Chanhassen es
Hall, 7700 Market Blvd. TIt
he Purpose of this hearing is (B) The printed public notice that is attached to this Affidavit and identified as No. C
to consider a request for Rezon was published on the date or dates and in the newspaper stated in the attached Notice and said
approximately 14 acres frog Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of
Agricultural Estate (A-2j III the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both
Planned Unit Develo me tO inclusive, and is hereby acknowledged as being the kind and size oftype used in the composition
Residential (PUD-R), and Shte and publication of the Notice:
Plan Review with Variances I;
a a3,000Center
square -foot Child cere abcdefghijkhnnopgrstuvwxyz
or
Center on property located at 77
LEARGaipinBmdevard ADVENTURE
LEARNING ADVENTURE 1/I�iN Applicant: CLA Chanhassen; By:
LLC.
A Plan showing the lLaurie A. Hartmann
ocati°
of the proposal is availah n
for public review on the City e web site at wwwci.chanhassaA. Subscribed and sworn before me on
mn.us/2015-09 or at City Hall
during regulaz business hours
All interested persons are invited
to attend this public hearing this day of 2015
and express their opinions wit}1
respect to this proposal.
Robert Generous, AICP, Senior
Planner Emas; t =NGWry
il:bgenerousci.channmn.�/�Phone: 952-227-1131 b is
(Publis
-in th
Villager on Thursday, April r
2015: No 4109)
RATE INFORMATION
Lowest classified rate paid by commercial users for comparable space.... $3120 per column inch
Maximum rate allowed by law for the above matter ................................. $31.20 per column inch
Rate actually charged for the above matter .............................................. $12.59 per column inch
SCANNED
CLA Chanhassen RPBCWD Meeting Notes
1/16/18 @ 9:00am
Attendees: Alan Catchpool (CEI); David Todd (CEI); Ben Van Kammen (CLA); Michael Fornasiero (CLA);
Terry Jeffery (RPBCWD); Scott Sobiech (Barr Eng); Vanessa Strong (City of Chan); Brad Barickman (RJM)
Discussed as -built survey which identifies grades, buffer zone, maintenance line, etc. CEI to
confirm their review of as -built survey by 1/19/18, but initial review indicates as -built conditions
aligns with design intent
CEI noted construction debris was present in storm water inlets and should be cleaned in the
spring; RJM to perform this work that was not previously identified in the project punchlist
CEI noted existing subsurface soil conditions are likely preventing the necessary filtration;
modifications will be required to the existing ponds
CEI will begin reanalysis and design of bio-filtration basins, which will be converted from the
originally designed infiltration basins
o CEI redesign timeline 1/22/18 to 2/2/18 (CEI)
o Price redesign 2/2/18 to 2/7/18 (CLA)
o Permit application submitted to CLA on 2/9/18
o Submit permit application to RPBCWD 2/21/18 (CLA)
o RPBCWD District Board Meeting; permit approval 4/4/18
- RPBCWD indicated a new permit will be required with no additional cash bond
- CLA requested partial release of security amount; RPBCWD and City of Chanhassen both
indicated this can be accomplished with a letter of credit
- City of Chanhassen requested contact information for firm/individual responsible for ongoing
maintenance of the property; CLA Chanhassen Alan Sander
asander ,childrenslearningadventure.com
City of Chanhassen noted that formal/final approval will not be provided until a
complete growing season has been achieved. Likely approval will occur in spring of
2019
Generous, Bob
To: Mohn, Jerry
Subject: CLA
Jerry,
Jill and I have reviewed the plans for Childrens Learning Adventure dated June 30, 2015 and have the following
comments:
1. The site plan agreement must be executed by CLA Chanhassen, LLC prior to the issuance of a building permit.
The required security specified in the site plan agreement ($256,000.00) shall be submitted in conjunction with
the site plan agreement.
2. The eastern building elevation must contain 50 %windows. While the plans have increased the amount of
windows on this elevation from those proposed as part of the site plan review, an additional 208 square feet is
required. Should the applicant wish to not provide transparent windows, then architecture detailing must be
provided by the use of additional upper level windows, the use of spandrel glass or architectural detailing which
provides arches, patterning, recesses and shadowing that provide aesthetic interest. (Sheet A2-0)
3. Boxwood, yew and holly are marginally hardy and tend to show annual winter damage. The developer may
want to consider subbing hardier alternatives. Contact Jill Sinclair at 952.227.1133 to discuss alternatives.
(Sheet L6.3)
M
Robert Generous, AICP
Senior Planner
7700 Market Boulevard
P.O. Box 147
Chanhassen, MN 55317
(952)227-1131
bgenerous@ci.chanhassen.mn.us
Chanhassen is a Community for Life —
Providing for Today and Planning for Tomorrow
Generous, Bob
From:
Alan Catchpool <acatchpool@ceieng.com>
Sent:
Thursday, June 04, 2015 3:46 PM
To:
Generous, Bob
Subject:
RE: CLA - City Comments
M
I apologize for the delay, but attached is the info. you requested for the CLA. Please let me know if you need anything
else.
1. Galpin Trail realignment/restoration = $10,000
2. Blvd Restoration = $6,000
3. Site Landscaping/Irrigation = $210,000
4. Erosion Control = $30,000
Z54, fYlb
The following is the estimated schedule:
Building Permit Sept 1, 2015
Approx. Construction Schedule: Sept 2015 — August 2016 (Could be longer depending on weather)
Alan Catchpool, PE
MN Branch Manager
CEI Engineering Associates, Inc.
2025 Centre Pointe Blvd, Suite 210
Mendota Heights, MN 55120
Ph.651-452-8960
Cell. 612-414-5011
From: Generous, Bob[ma iIto: bgenerous@ci.chanhassen.mn.us]
Sent: Wednesday, May 27, 2015 3:00 PM
To: Alan Catchpool
Subject: RE: CLA - City Comments
Alan,
I'm trying to put together the site plan agreement for the project, which was approved last night at City Council. As part
of it, I need to take security for some elements of the project.
Can you provide cost estimates for the trail reconstruction, boulevard restoration, site landscaping and erosion control
installation for the project? Also, do you have an estimate of when the project would be completed?
Please contact me if you have any questions.
Thank you.
-
From: Alan Catchpool [mailto:acatch000l@ceiena.coml
Sent: Wednesday, May 20, 2015 9:01 AM
To: Generous, Bob
Subject: RE: CLA - City Comments
Thanks!
Alan Catchpool, PE
MN Branch Manager
CEI Engineering Associates, Inc.
2025 Centre Pointe Blvd, Suite 210
Mendota Heights, MN 55120
Ph. 651-452-8960
Cell. 612-414-5011
From: Generous, Bob[mailto:baenerouspci.chanhassen.mn.usl
Sent: Wednesday, May 20, 2015 9:00 AM
To: Alan Catchpool
Subject: RE: CLA - City Comments
Alan,
Attached are the staff memo and PUD ordinance scheduled for the City Council consent agenda on May 26, 2015. If you
have any questions or need more information, please let me know.
E
From: Alan Catchpool [ma ilto:acatch pool @ceiene.coml
Sent: Wednesday, May 20, 2015 8:38 AM
To: Generous, Bob
Subject: CLA - City Comments
:.3
Wanted to see if you could shoot me the latest summary letter for CLA in a word document so I can work on a response
letter, the PDF's I have are copies and don't allow me to convert. Thanks!
Alan Catchpool, PE
MN Branch Manager
CEI Engineering Associates, Inc.
2025 Centre Pointe Blvd, Suite 210
Mendota Heights, MN 55120
Ph.651-452-8960
Cell. 612-414-5011
Generous, Bob
From: Scott Sobiech [SSobiech@barr.com]
Sent: Thursday, April 16, 2015 8:14 AM
To: 'Mike Clements'; Alan Catchpool, PE
Cc: Dave Newton; Candice M. Kantor; Claire Bleser (cbleser@rpbcwd.org); Scott Sobiech
Subject: Children's Learning Center Chanhassen , MN
Attachments: MN-RPBCWD v1_Atlasl4 24-hrl00y S1.hcr; MN-RPBCWD_v1_Atlasl4 24-hr2y S1.hcr; MN-
RPBCWD_v1_Atlasl4 24-hr10y S1.hcr
Mike (& Alan)
Thanks for making the connection. As we discussed on the phone my initial question is related to the project
site. There is some conflicting information between the plan sheets and the application. The application
submitted indicates the site includes both Parcels A & B while the plan sheets only seem to only cover
construction activity on the southernmost parcel (Parcel B). Based on our conversation and some of the
narrative in the documentation it appears that construction activities will be limited to Parcel B. For the
purposes of these initial comments, the project site is considered as only Parcel B, the parcel south of West
78th Street. Please clarify the intent of including Parcel A in the application. If Parcel A is to be removed from
consideration a revised permit application should be submitted. Alan please call to discuss further if needed.
The Riley Purgatory Bluff Creek Watershed District (RPBCWD) received your application for the Children's
Learning Adventure on April 7, 2015. A preliminary, partial review of the submitted application materials has
identified several items that will need addressed or additional information that is needed for the review team to
continue reviewing the application. These preliminary comments related to each applicable RPBCWD rule are
listed below. Please note that this review is only a preliminary review and as such the comments below are not
final or all inclusive of comments that will need to be addressed prior to issuance of a permit.
Rule C: Erosion and Sediment Control:
The following revisions must be incorporated into the erosion and sediment control plan to conform to
the RPBCWD Rule C:
Permanent erosion protection should be provided at the grated end section discharging roof runoff into
the swale in the southern portion of the site. Alternatively, documentation could be provided illustrating
that the discharge will not erosion
• The following modifications should be made to the perimeter control shown on the plans:
o Perimeter control (silt fence and silt dike) should be continuous or overlap to minimize offsite
sediment discharge.
o If the sidewalk in the southeastern portion of the site extending toward Galpin Boulevard is not
to be used during construction, perimeter control should be installed across the sidewalk.
o An explanation for the opening in the silt fence at the southeastern property corner should be
provided. There does not appear to be a need for site access at this location. If it is not to be
used for site access, perimeter control should be continuous across this area. If it is a
construction site access a rock construction entrance must be provided.
• Inlet protection should be installed on catch basins in West 78`h Street to protect the system from
sediment laden runoff that may leave the site.
• The erosion control plan must include the following information:
o Protection of natural topography and soil conditions, including retention onsite of native topsoil
to the greatest extent possible.
o Contractor shall minimize the disturbance intensity and duration on the site.
o Final site stabilization measures, including permanent stabilization of all areas subject to
disturbance, specifying that at least six inches of topsoil or organic matter be spread and
incorporated into the underlying soil during final site treatment wherever topsoil has been
removed (Sheet 3 indicates only four inches of topsoil).
o Soil surfaces compacted during construction and remaining pervious upon completion of
construction must be decompacted through soil amendment and/or ripping to a depth of 18
inches while taking care to avoid utilities, tree roots and other existing vegetation prior to final
revegetation or other stabilization.
o All disturbed areas must be stabilized within 7 calendar days after land -disturbing work has
temporarily or permanently ceased (Sheets 5 and 6 show conflicting information up to 21 days).
o The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all
erosion and sediment control facilities and soil stabilization measures every day work is
performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter,
the permittee must perform these responsibilities at least weekly until vegetative cover is
established.
Rule D: Wetland and Creek Buffers:
The following revisions must be incorporated into the project submittal to conform to the RPBCWD Rule
D:
Applicant must provide a MnRAM assessment to determine the value of the wetland in
accordance with RPBCWD Rules Appendix D1 and provide a buffer in accordance with Rule D,
Subsection 3.1. The current design provides a wetland buffer width in accordance with a low
value wetland. RPBCWD will be considering the wetland on Parcel B a high value wetland
unless the applicant provides documentation of the wetland classification.
Buffer areas and maintenance requirements must be documented in a written agreement with
RPBCWD in accordance with Rule D, Subsection 3.4.
Rule J: Stormwater Management:
The following revisions must be incorporated into the project submittal to conform to the RPBCWD Rule
J:
Rate Control:
• HydroCAD modeling should model the runoff from pervious and impervious areas separately, i.e.
change the settings in HydroCAD to not use the weighted curve number method.
• Applicant should provide the HydroCAD model to confirm that the nested distribution was used in the
model runs. Based on the HydroCAD output provided, it appears that the Type II distribution may have
been used.
• The nested storm distribution provided appears to be low on volume in the middle 6 hours of the
distribution and be high on volume in the remainder of the hyetograph. Applicant must revise and
resubmit the distribution and rerun the models with the appropriate distribution. A RPBCWD approved
storm distribution is attached to this email.
• The discharge pipe from the wetland under West 78th Street appears to be a 21" pipe. The HydroCAD
modeling indicates a 24" pipe. Applicant should revise and clarify.
• Applicant should confirm that the watershed divides shown in the HydroCAD modeling will be
applicable in the 100-year storm event. Site grading must allow for the 100-year event to reach the
stormwater detention facilities to make sure rate control is achieved.
Per Rule J subsection 3.1 a, rate control must be provided at all points leaving the site. It appears that
there are four discharge points from the site under existing conditions and two discharge points under
proposed conditions (i.e., locations where site runoff crosses the parcel boundary). Information must
be submitted documenting that the discharge at the two post development discharge locations will not
exceed existing discharge at the same two locations. It appears the rate control requirements are not
met for multiple storm events at both discharge locations (e.g., an increase in the 100-year flood
elevation in the onsite wetland would result in an increase discharge leaving the site). Applicant must
revise the design to meet the rate control requirements or provide documentation demonstrating rate
control is met all points where discharge is leaving the site.
Volume Abstraction:
The impervious area (excluding water surface area) used in the HydroCAD model is 143,085 square
feet. The impervious area used in the volume abstraction calculation was 107,543 square feet.
Applicant must provide volume abstraction for the entire site impervious area.
Applicant is proposing to use the restricted site criteria based on soil borings showing Type C soils on
the site. At this time, limited information and documentation supporting the design sequencing has been
provided to warrant use of the restricted site criteria. Seven soil borings were performed on the site. Six
of the borings are within or immediately adjacent to the building footprint. There is additional planned
green space that may be available for stormwater treatment and may have soils suitable for infiltration
that have not been verified with soil borings. Additionally, the undisturbed area in the north portion of
the site between the parking area and West 78" Street appears to be available to be used for
stormwater treatment. Underground stormwater treatment, water reuse, pervious pavement, etc could
potentially be used to reduce or achieve the abstraction requirements. Applicant must provide more
documentation demonstrating that the abstraction standard in paragraph 3.1 b cannot practicably be
met through a combination of onsite best management practices and relocation of project elements to
address varying soil conditions.
The bottom of infiltration facilities must be at least three feet above the seasonal high water table.
Boring B1 at the location of the proposed stormwater feature indicates that the estimated level of
groundwater is 6 feet below existing grade. The boring was assigned a ground elevation relative to the
top nut of a fire hydrant. The elevation relative to mean sea level of the fire hydrant is unknown, thus
the groundwater elevation is unknown. The groundwater elevation relative to mean sea level must be
provided. Depending on the exact location of the boring, the groundwater level is likely above the
bottom elevation of the biofiltration basin which would preclude infiltration in that area. However,
infiltration or abstraction must be pursued at other locations on the site, such as along the south portion
of the site, etc.
Water Quality:
The applicant must provide a cross section of the biofiltration area showing the proposed soil depths
and types of soil to be used.
• The curb cut inlets to the biofiltration area should include pretreatment. See the MN Stormwater Manual
for recommendations: http://stormwater.pea.state.mn.us/index.I)hp[Tvpes of bioretention
• The applicant must provide the MIDS calculator file so that the model inputs and outputs can be
verified.
Maintenance
• Stormwater facility maintenance requirements must be documented in a written agreement with
RPBCWD in accordance with Rule J, Subsection 3.7.
Please email or call with questions
Scott Sobiech, CFM, PE
Senior Water Resources Engineer
Minneapolis office: 952.832.2755
fax: 952.832.2601
ssobiech@barr.com
www.barr.com
From: Mike Clements [mailto:mclements@childrenslearningadventure.com]
Sent: Wednesday, April 15, 2015 4:43 PM
To: Scott Sobiech; Alan Catchpool, PE
Cc: Dave Newton
Subject: Maple Grove
Scott - Meet Alan. He's with CEI Engineering.
your questions on the Watershed Application.
Alan Catchpool, PE
MN Branch Manager
CEI Engineering Associates, Inc.
2025 Centre Pointe Blvd.
Suite 210
Mendota Heights, MN 55120
P - 651452 8960
C - 612 414 5011
acatchPool Oceiene.com
Alan - Meet Scott. Scot's contact info is:
Scott Sobiech
ssobiech(o)barr.com
952-832-2755
I gave Alana a quick call and asked if he could contact you and answer
Alan's contact info is:
Mike Clements
Regional Director of Real Estate
Children's Learning Adventure Childcare Centers
P - 602-707-6984
C - 602-524-4995
MClements@ChildrensLearningAdventure.com
To visit our webpage: http://www.childrenslearningadventure.com
Take a Tour of Children's Learning Adventure: Click Here
Like CLA on Facebook: ;Like Follow CLA on Twitter:
4
Generous, Bob
From: Aanenson, Kate
Sent: Friday, April 10, 2015 2:30 PM
To: Generous, Bob; Fauske, Alyson
Subject: FW: S15-011 Children's Learning Adventure Childcare Center
Follow Up Flag: Follow up
Flag Status: Flagged
From: Scheffing, Karen (DOT) [mailto:Karen.Scheffing@state.mn.us]
Sent: Friday, April 10, 2015 2:13 PM
To: Aanenson, Kate
Subject: FW: S15-011 Children's Learning Adventure Childcare Center
Kate
A few additional comments came in regarding the Childcare center. We felt this didn't warrant a revised letter but
thought we should pass them on.
Karen
From: Grugel, Todd (DOT)
Sent: Thursday, April 09, 2015 5:24 PM
To: Scheffing, Karen (DOT)
Cc: Jacobson, Nancy (DOT); Andrusko, Andrew (DOT)
Subject: RE: S15-011 Children's Learning Adventure Childcare Center
Karen,
I think first bullet under design referencing usage Std. Plate 7035 for driveways catches most of the ADA elements. If
not too late though, you could clarify that then entire 10'trail width through the driveway should have a maximum 2%
cross slope. The plate isn't clear on that aspect for trails (I think it says maintain minimum 4' PAR).
Todd Grugel
ADA Program Engineer
651-366-3531
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COUNTY OF CARVER )
I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on
April 9, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota;
that on said date she caused to be mailed a copy of the attached notice of Public Hearing for
Children's Learning Adventure — Planning Case 2015-09 to the persons named on attached
Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and
depositing the envelopes addressed to all such owners in the United States mail with postage
fully prepaid thereon; that the names and addresses of such owners were those appearing as such
by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate
records.
Subscribed and sworn to before me
this da`y of l 12015.
Notary Pu is
ar n J. En h dt, D u Clerk
lkmy::::::]
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, April 21, 2015 at 7:00 P.M. This hearing may not start until
later in the evening, depending on the order of the agenda.
Location:
City Hall Council Chambers, 7700 Market Blvd.
Request for Rezoning approximately 14 acres from Agricultural
Proposal:
Estate (A-2) to Planned Unit Development -Residential (PUD-R),
and Site Plan Review with Variances for a 33,000 square -foot
Childcare Center — CHILDREN'S LEARNING ADVENTURE
Applicant:
CLA Chanhassen, LLC
Property
Northwest comer of Highway 5 & Galpin Boulevard
Location:
(7750 Galpin Boulevard)
A location map is on the reverse side of this notice.
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/2015-09. If you wish to talk to
someone about this project, please contact Bob Generous by
Questions &
email at bcenerous(fti.chanhassen.mmus or by phone at
Comments:
952-227-1131. If you choose to submit written comments, it is
helpful to have one copy to the department in advance of the
meeting. Staff will provide copies to the Commission. The
staff report for this item will be available online on the
project web site listed above the Thursday prior to the
Planning Commission meeting.
City Review Procedure:
• Subdivisions, Planned Unit Developments. Site Plan Reviews, Con idiorwl and Irserim Uses, Wetland Alterations, Rezonings,
Comprehensive Plan Amendments and Code Amendments require a public hewing before Me Planning Commission. City
ordinances require all property within 5W feet d the subject site to be notRed of the application in writing. Any mdeested party is
invited to amend the meeting.
• Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are
available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a moommentlatiun.
The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the
public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or motley
wholly or partly the Planning Commission's recommendation. Rezonings, land use and core amendments take a simple majority
vote of the City Council except rezomngs and land use amendments from residential to cummercialfindustrial.
• Minnesota State Statute 519.99 requires all applications to be processed wihin 60 days unless the applicant waives this standard,
Some applications due to their complexity may take several months b complete. Any person wishing to follow an item through the
process should check with the Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood spokesperson/represenetive is encouraged to provide a contact for the city, Often developers ere encouraged to
meet with the neighborhood regarding their proposal. Staff is also available to review Me project with any interested person(s).
• Because the Planning Commission holds the public hearing, the City Council does not Minutes are taken and any correspondence
regarding the application will be, included in the report to the City Cou ial. f you wish to have something to be mduced in the report.
please contact the Planning_Staf person named on the nobficabon.
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, April 21, 2015 at 7:00 P.M. This hearing may not start until
later in the evening, depending on the order of the agenda.
Location:
City Hall Council Chambers 7700 Market Blvd.
Request for Rezoning approximately 14 acres from Agricultural
Proposal:
Estate (A-2) to Planned Unit Development -Residential (PUD-R),
and Site Plan Review with Variances for a 33,000 square -foot
Childcare Center — CHILDREN'S LEARNING ADVENTURE
Applicant:
CLA Chanhassen LLC
Property
Northwest corner of Highway 5 & Galpin Boulevard
Location:
(7750 Galpin Boulevard)
A location map Is on the reverse side of this notice.
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/2015-09. If you wish to talk to
someone about this project, please contact Bob Generous by
Questions &
email at bcenerous((Dci.chanhassen.mn.us or by phone at
952-227-1131. If you choose to submit written comments, it is
Comments:
helpful to have one copy to the department in advance of the
meeting. Staff will provide copies to the Commission. The
staff report for this item will be available online on the
project web site listed above the Thursday prior to the
Planning Commission meeting.
CRy Review Procedure:
• Subdivisions, Planned Unit Developments, Site Plan Reviews, Condeonal and Interim Uses, Wetland Alterations, Rezonings,
Comprehensive Plan Amendments and Code Amendments require a Public hearing before the Planning Commission. City
ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is
invited to attend the meeting.
• Staff prepares a report on the subject application that indu les all pertinent information and a recommendation. These reports are
available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation.
The item will be opened for the public to speak about the proposal as a pert of Me hearing process. The Commission will close the
public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm o modify
wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority
vote of the City Council except rezonings and land use amendments from residential to commeroiatlindustnal.
• Minnesota State Statute 519.99 requires all applications to bar processed within 60 days unless the applicant waives this standarc.
Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the
process should check with Me Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood spokespareo✓representative is encouraged to provide a contact for the aty. Often developers are encouraged to
meet with the neighborhood regarding their proposal. Staff is also available to review, the project with any interested person(s).
• Because the Planning Commission holds the public hearing, the City Council does not. Mioaes aretaken antl any mnespondence
regarding the application will be includetl in the report to the City Councilf you wish to have something to be included in me report,
lease contact the Planning Staff person named on the notificabon.
AMERICANA COMMUNITY BANK AMY B TREBIL AMY M PEITZ
10700 PRAIRIE LAKES DR 2406 HARVEST WAY 2906 BUTTERNUT DR
EDEN PRAIRIE, MN 55344-3858 CHANHASSEN, MN 55317-8452 CHASKA, MN 55318-1111
ARTEMAS ROBERTS III BLAINE D SHANSTROM BLAKE S HULANDER
7762 VASSERMAN PL 8516 IRWIN RD 7850 HARVEST LN
CHANHASSEN, MN 55317-4536 MINNEAPOLIS, MN 55437-1523 CHANHASSEN, MN 55317-8453
BRAD L & ELAINE N DALAGER BRANDON R MESSER BRIAN R & BARBARA C FOLSOM
7847 AUTUMN RIDGE AVE 2331 SCHOOLMASTER DR 2215 BANEBERRY WAY W
CHANHASSEN, MN 55317-8451 CHASKA, MN 55318-2804 CHANHASSEN, MN 55317-8339
CARVER COUNTY CDA CENTEX HOMES-MINNESOTA DIV CHERYL A STANTON
705 WALNUT ST N 7500 OFFICE RIDGE CIR STE 325 7720 VASSERMAN TRL
CHASKA, MN 55318-2039 EDEN PRAIRIE, MN 55344-3786 CHANHASSEN, MN 55317-4506
CHRISTOPHER B CESAR CNBI LLC CONVENIENCE STORE
2194 BANEBERRY WAY W PO BOX 47570 INVESTMENTS
CHANHASSEN, MN 55317-8338 MINNEAPOLIS, MN 55447-0570 LA BOX 2107
LACROSSE, WI 54602-2107
DANNA M & GEORGE M MOKAMBA DAVID J WINDSCHITI DENEEN D YOUNG
2223 BANEBERRY WAY W 7620 RIDGEVIEW WAY 7852 AUTUMN RIDGE AVE
CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317-4507 CHANHASSEN, MN 55317-8451
DIANE JULSON DIANNE JANICE ERICKSON DUANE A LUBBERS
7740 VASSERMAN TRL 7735 VASSERMAN TRL 7754 VASSERMAN TRL
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506
DUNG D LE ELIZABETH D SANTIAGO ELIZABETH L SMITH
7842 HARVEST LN 2386 HARVEST WAY 2197 BANEBERRY WAY W
CHANHASSEN, MN 55317.8453 CHANHASSEN, MN 55317 8444 CHANHASSEN, MN 55317-8340
GELINO FAMILY TRUST GERALD P & PEGGY A WOLFE GRETCHEN JELINEK
7729 VASSERMAN TRL 7755 VASSERMAN TRL 7710 VASSERMAN TRL
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506
HANG CHAN HELEN E ERNST IND SCHOOL DIST 112
2201 BANEBERRY WAY W 7749 VASSERMANN TRL 11 PEAVEY RD
CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317-4506 CHASKA, MN 55318-2321
JAMES F SAPIENZA IRA JAMES H & AMELIA A CHMURA JAMES P HERZING
PO BOX 1409 7745 VASSERMAN TRL 6645 E LAKETOWNE DR
ELYRIA, OH 44036-1409 CHANHASSEN, MN 55317-4506 ALBERTVILLE, MN 55301-4366
JEFFREY GIBBS JEFFREY M & TIFFANY M WEYANDT JOSEPH W & EILEEN D KIEFFER
8061 DAWN DR 7626 RIDGEVIEW WAY 7602 RIDGEVIEW WAY
ROCKFORD, MN 55373-9317 CHANHASSEN, MN 553174507 CHANHASSEN, MN 55317-4507
JULIE A SKOOG JUSTIN C ANDERSON KAREN ANN OLSON
2400 HARVEST WAY 7848 AUTUMN RIDGE AVE 7850 AUTUMN RIDGE AVE
CHANHASSEN, MN 55317-8452 CHANHASSEN, MN 55317-8451 CHANHASSEN, MN 55317-8451
KATHERINE M KORPI KATHRYN T STODDART KENDALL LIVING TRUST
7845 HARVEST LN 7305 GALPIN BLVD 7766 VASSERMAN PLACE
CHANHASSEN, MN 55317-8453 EXCELSIOR, MN 55331-8059 CHANHASSEN, MN 55317-4536
LARRY S & TERESA M HANSON LEE ANN FRANZ LONNIE G & JAN M JOHNSON
7734 VASSERMAN TRL 7844 HARVEST LN 6706 PROMONTORY DR
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8453 EDEN PRAIRIE, MN 55346-1919
LORI J WIRTZ MARILYN G LEBLANC MARK A & SARAH L PLETTS
2360 BRIDLE CREEK CIR 2376 HARVEST WAY 7517 BENT BOW TRL
CHANHASSEN, MN 55317-9338 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-6401
MARK C GOODMAN MARK I & MAUREEN E MAGNUSON MARK T & ALICIA F SCHIMKE
2370 HARVEST WAY 7715 VASSERMAN TRL 7626 PRAIRIE FLOWER BLVD
CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8334
MARYANN TOMPKINS MATTHEW S BLEWETT MAX C FOSTER
7724 VASSERMAN TRL 2396 HARVEST WAY 13723 54TH AVE N
CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8444 PLYMOUTH, MN 55446-1153
MELISSA A HEIN MICHAEL L & CAROLYN L SHIELDS MIRON E MARCOTTE
2193 BANEBERRY WAY W 7759 VASSERMAN TRL 7240 GALPIN BLVD
CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317-4506 EXCELSIOR, MN 55331-8058
MUOI TAM NGU NICHOLAS J SCHULIST PATRICIA S DEZIEL
2050 WATERLEAF LN W 2372 HARVEST WAY 2382 HARVEST WAY
CHANHASSEN, MN 55317-8342 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-8444
PAUL J WOLETZ RALPH H PAMPERIN RICHARD A OLSON
7756 VASSERMAN PLACE 7719 VASSERMAN TRL 7730 VASSERMAN TRL
CHANHASSEN, MN 55317-4536 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506
ROBERT L GRIFFITH
7739 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
RUTH H MITAL
7750 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
SRIRAM VISWANATHAN
7614 RIDGEVIEW WAY
CHANHASSEN, MN 55317-4507
SUSAN M ERICKSON
2198 BANEBERRY WAY W
CHANHASSEN, MN 55317-8338
THOMAS W & SHARON D KRAUS
7744 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
ROBERT M & PATRICIA L PETERSON ROBERT P & CARRIE J WEBBER
2398 HARVEST WAY 7608 RIDGEVIEW WAY
CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-4507
SERLIN PROPERTIES LLC
1 CVS DR
WOONSOCKET, RI 02895-6146
STACY ANN BENNETT
2388 HARVEST WAY
CHANHASSEN, MN 55317-8444
THEODORE A & ANGELA M
ELLEFSON
7609 WALNUT CURV
CHANHASSEN, MN 55317-9395
TIMOTHY DESAULNIERS
7845 AUTUMN RIDGE AVE
CHANHASSEN, MN 55317-8451
TRUST AGREEMENT OF LAWRENCE VASSERMAN RIDGE MASTER
& ASSOC
7725 VASSERMAN TRL 16305 36TH AVE N SUITE 600
CHANHASSEN, MN 55317-4506 PLYMOUTH, MN 55446-4270
SON AND SHVETZOFF VENTURES
LLC
7135 15TH AVE S
RICHFIELD, MN 55423-3429
STANLEY W VALENSKY
7752 VASSERMAN PL
CHANHASSEN, MN 55317-4536
THOMAS S BLUSTIN
2394 HARVEST WAY
CHANHASSEN, MN 55317-8444
TIMOTHY J GUILFOIL
7714 VASSERMAN TRL
CHANHASSEN, MN 55317-4506
VASSERMAN RIDGE PROMENADE
INC
16305 36TH AVE N SUITE 600
PLYMOUTH, MN 55446-4270
VICKIE S KLINE WALNUT GROVE HOMEOWNERS XUONG Q LUU
2384 HARVEST WAY ASSN 2219 BANEBERRY WAY
CHANHASSEN, MN 55317-8444 1801 E 79TH ST #21 CHANHASSEN, MN 55317-8339
BLOOMINGTON, MN 55425-1230
Aanenson, Kate
From:
Aanenson, Kate
Sent:
Wednesday, May 13, 2015 1:39 PM
To:
'Carl Frontera'
Subject:
Chanhassen CLA
Attachments:
children learning center.pdf
Carl,
Thanks for talking with me this morning. Here is a summary of this phone conservation.
Findings
• The Condition in the PUD Ordinance will state that "the illuminated sign inside the
rotunda can be illuminated from the hours of 6:00 am to 10:00 pm at the maximum of
5,000 Nits, off hours the illumination cannot exceed 500 Nits." The illumination at the
top of the band on the rotunda was never submitted as a part of your plans. The fact that
is visible from the residential areas to the north and it was never represented in your
plans, this type of illumination will not permitted.
• The wall sign on the west side of the building is not permitted. Wall signs are only
permitted on the Highway 5 frontage and Galpin Boulevard. As show they are too large
and must the standards as shown in the table above.
• The area of the monument sign is to large please see above, the maximum area is 24 sq.ft.
• Please identify the details on the building lighting as described in your photometric plan.
Below is all of the supporting ordinances.
Sec. 20-1302. - Neighborhood business, fringe business and office and institutional
districts.
The following signs shall be allowed by permit in any OI, BF or BN districts:
(1) Ground low profile business signs. One ground low profile business or institutional sign not exceeding 24 square feet of
sign display area shall be permitted. Such sign shall be located at least ten feet from any property line and shall not
exceed five feet in height.
(2) Wall business signs.
a. One wall business sign shall be permitted on the street frontage for each business occupant within a building. In
buildings where individual entrances do not front on a public street, a wall sign may be permitted on the entrance
facade consistent with the approved comprehensive sign plan.
b. The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or
decorations of the business only and shall have a sign display area that is in compliance with the district
standards. Wall business signs shall not be mounted upon the wall of any building which faces any adjoining
residential district without an intervening building or street.
c. The total of all wall mounted sign display areas for each business shall not exceed the square footage established in
the following table:
(3) Wall signs shall not include product advertising. Wall signs shall only include tenant identification, tenant logo or
registered trademark, center name, or any combination of the three.
Illuminated siens
Ordinance
Nit is defined as a unit of luminance equal to one candela per square meter (cd/m). It is often used to
quote the brightness of computer displays, which typically have a luminance of 200 to 300 nits, and
LED displays, which have a typical luminance between 1,000 nits (indoor) and 5,000 nits (outdoor).
(20)
Sign, window means sign, pictures, symbols, or combination thereof, designed to communicate
information about an activity, business, commodity, event, sale or service, that is placed inside a
window or upon the window panes or glass and is visible from the exterior of the window. (20)
Sec. 20-1275. - Construction standards.
(e) Illuminated signs shall be shielded to prevent lights from being directed at oncoming traffic in
such brilliance that it impairs the vision of the driver. No such signs shall interfere with or
obscure an official traffic sign or signal; this includes indoor signs which are visible from
Public streets. Illumination for a sign or groups of signs shall not exceed one-half foot candle in
brightness as measured at the property line.
Sec. 20-1267. - Uniformity of construction, design, etc.
(a) All permanent signs shall be designed and constructed in a uniform manner and, to the extent possible,
as an integral part of the building's architecture. Multi -tenant commercial and industrial buildings shall
have uniform signage. When buildings or developments are presented for site plan review, proposed
signs for the development shall be presented concurrently for staff review. All planned centers and
multi -tenant buildings shall submit a comprehensive sign plan for approval by the planning commission
and city council.
(1) All wall signage shall use individual dimension letters, at least one-half inch deep. Company
symbols, display messages (not greater than six inches tall), pictorial presentations, illustrations,
or decorations (anything other than wording) and less than 20 percent of the total sign display
area are exempt from the individual dimension letter requirement.
(2) Wall signs shall be either illuminated or non -illuminated and shall meet the following criteria:
a. Backlit or exposed lighting shall be architecturally compatible with the building and other
signage if in a multi -tenant building.
b. If a neon sign is illuminated by exposed neon or LED, the luminous shall not to exceed
5,000 Nits between the hours of civil sunrise and civil sunset and not to exceed 500 Nits
between the hours of civil sunset and civil sunrise.
C. If a sign is non -illuminated, downcast decorative lighting compatible with the building
architecture may be used.
(3) Company logos shall not occupy more than 30 percent of the sign display area and are exempt
from the individual dimension letter requirement.
(b) All permanent monument or pylon signs shall be designed and constructed in a uniform manner and, to
the extent possible, as an integral part of the building's architecture. Multi -tenant commercial and
industrial buildings shall have uniform signage. When buildings or developments are presented for site
plan review, proposed signs for the development shall be presented concurrently for staff review. All
planned centers and multi -tenant buildings shall submit a comprehensive sign plan for approval by the
planning commission and city council.
(1) All center, development name or an individual tenant building signage on a monument or pylon
sign shall use individual dimension letters, at least one-half inch deep.
(2) Registered trademarks, company symbols, display messages (less than six inches tall), pictorial
presentations, illustrations, or decorations (anything other than wording) and less than 20 percent
of the total sign display area are exempt from the individual dimension letter requirement.
(3) In multi -tenant buildings, tenant panels may be used and shall be exempt from the individual
dimension letter requirement.
(4) Company logos shall not occupy more than 30 percent of the sign display area and are exempt
from the individual dimension letter requirement
Li tin
• Sec. 20-913. - Lighting.
(a) Glare, whether direct or reflected, as differentiated from general illumination shall not be visible beyond the limits of the
site from which it originates.
(b) No light which is flashing, revolving or otherwise resembles a traffic -control signal shall be allowed in any area where it
could create a hazard for passing vehicular traffic.
State Law reference— Similar provisions, M.S. § 169.073.
(c) Lighting fixtures on poles shall comply with the following:
(1) All fixtures must be shielded, high pressure sodium or light -emitting diode (LED), with a total cutoff angle equal to
or less than 90 degrees.
(2) Fixture height shall not exceed 30 feet. Recreational facility light poles shall not exceed 75 feet in height.
(3) Photometric shall incorporate existing light futures, public or private, that may impact the site.
(4) All outdoor light futures existing and legally installed prior to February 22, 1999, are exempt from the
requirements of this article, unless work is proposed in any one-year period so as to replace 50 percent or more of the
existing outdoor light fixtures, or to increase to the extent of 50 percent or more the number of outdoor light futures on
the premises.
(d) Wall -mounted lighting in commercial, industrial and institutional districts shall comply with the following:
(1) All wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees.
(e) Lighting shall not be directed skyward except for lighting designed for illuminating the United States of America flag.
(Ord. No. 80, Art. VI, § 17, 12-15-86; Ord. No. 290, § 2, 2-22-99; Ord. No. 377, § 118, 5-24-04; Ord. No. 479, § 1, 6-22-09;
Ord. No. 533, 5-29-12)
The Preliminary Photometric Plan EO.2 has a Luminaire Schedule for Fixtures AB, YS, AA and
AR. The AR Fixtures or light poles are shown on the photometric plan but the others are not.
Up lighting is not permitted per city ordinance please show where the other lights are located on
the on the building (elevations of the building). I have attached the photometric plan you had
submitted.
Kate
Kathryn Aanenson, AICP
Community Development Director
City of Chanhassen
952-227-1139
"Planning for Today, Providing for Tommorrow"
Property Card Parcel ID Number 250101800
Taxpayer Information
Taxpayer Name
AMERICANA COMMUNITY BANK
f
Mailing Address
10700 PRAIRIE LAKES DR
EDEN PRAIRIE, MN 55344-3858
Property Address
Address
7750 GALPIN BLVD
City
CHANHASSEN, MN 55317
Parcel Information
Uses Commercial
GIS Acres
8.08
Deeded Acres
8.26
Plat
Lot
Block
Tax Description LINE OF SAID PARCEL 216 & PT OF BEG OF LINE TO BE DESC TH N47`E 175.14' TO ANGLE IN R-O-W
Building Information
Building Style
Above Grade
Bedrooms
Finished S Ft
Year Built
Garage N
Bathrooms
Miscellaneous Information
School District
0112
Watershed District
WS 064 RILEY PURG BLUFF
Homestead
N
Green Acres
I N
Ag Preserve
I N
Assessor Information
Estimated Market Value
2013 Values
(Payable 2014)
2014 Values
(Payable 2015)
Last Sale
Land
$954,400.00
$954,400.00
Date of Sale 03/23/2007
Building
$0.00
$0.00
Sale Value $3,427,523.00
Total
$954,400.00
$954,400.00
The data promdso hal.,th is for reference purposes only. This data is not suitable for legalengineering. surveying or other smear purposes. Carver County does not guarantee the accuracy of the
nfoddadon contained herein. nas data is furnished on an as a basis antl Carver County makes der representations or warranties either expressed or implied for the mercharretaiey or fitness of the
ntoonahor, providetl for any purpose. TNs disclaimer or provsled pursuant to Mimesota Statutes §466.03 and the user of the data
provided herein acknowledges that Carver County shall not be bolas for any damages. and by using in* data in any n any way expressly waives all claims. antl agrees to dideref tlamiddy. and held
harmless Carver County. as officials omcersagentsemployeesetcit= any and all claims brought by anyone who uses the information proveled for herein, its employees or agents. or
CARVER third Parties which arise out of users access By acceptance of this data, me user agrees not to transmit this data or provide access to it or any pad of it to another party unless the user includes
COUNTY with the data a copy of this disclaimer.
Friday. March 20. 2015 Carver County. MN
Property Card Parcel ID Number 250101810
Taxpayer Information I
Taxpayer Name
AMERICANA COMMUNITY BANK
ling Address
10700 PRAIRIE LAKES DR
EDEN PRAIRIE, MN 55344-3858
Property Address
Address
City
Parcel Information
Uses Commercial GISAcres 6.21
Deeded Acres 6.34
Plat
Lot
Block
Tax Description LINE TO BE DESC TH N47-E 175.14' TO ANGLE IN R-O-W TH N47'E 22.71' TO PT OF CRV IN R-O-W TH
Building Information
Building Style
Above Grade
Bedrooms
Finished S Ft
Year Built
Garage N
Bathrooms
Miscellaneous Information
School District Watershed District Homestead Green Acres Ag Preserve
0112 WS 064 RILEY PURG BLUFF N N N
Assessor Information
Estimated Market Value
2013 Values
(Payable 2014)
2014 Values
(Payable 2015)
Last Sale
Land
$717,500.00
$717,500.00
Date of Sale
Building
$0.00
$0.00
Sale Value
Total
$717,500.00
$717,500.00
The care provmeo nerew an is tot reference purposes only. This data is not suitable for legal. engineering, surveying or other smaller purposes. Garver County does not guarantee the accuracy a the
rabiatiun doddered herein. This data is furnished on an'as is' basis and Carver County makes no representations or warranties. either expressed or implied, for the merchantadtity or Gress of the
vfarmalion provided for any purpose. This disclaimer is provided pursuant to Mimesoo Statutes §466.03 and the user of the data
provided herein acknowledges that Carver County shall not be liable for any damages. and by using this data in any way expressly wanes all claims, and agrees to defend indemnity, and hold
harml. less Carver County, As officials officers. agents, employees. etc. from any and all claims brought by anyone who uses the mformai provided for herein. As employees or agents. or
CARVER third parties which arise out of users access. By acceptance of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user'ncludes
COUNTY vi the data a copy of this disclaimer
Friday, March 20, 2015 Carver County; MN
PROJECT #: 2015-09
PROJECT NAME: Children's Learning Adventure Childcare Centers
PLANNER: Bob Generous
SUBMITTAL DATE: 3/20/15
PLANNING COMMISSION DATE: 4/21/15
CITY COUNCIL DATE: 5/11/15
F,n-DAY RFVIFW DFADLINE: 5/19/15
Y if YES
Description
Number
Cost
Calculation
Comprehensive Plan Amendment (choose 1 of 2)
1. Comprehensive Plan Amendment
$600
2. Minor MUSA line for failing on -site sewers 1
$100
Conditional Use Permit (choose 1 of 2)
1. Single Family Residence
$325
2. All Others 1
$425
Interim Use Permit (choose 1 of 2)
I. In conjunction with Single Family Residence
$325
2. All Others 1
$425
Rezoning (choose 1 of 3)
y
1. Planned Unit Development
$750
$750
2. Minor Amendment to Existing PUD
$100
3. All Others
$500
Sign Plan Review
$150
Site Plan Review (choose 1 of 3)
1. Administrative $100
y
2. Commercial/Industrial Districts* $500
$500
*(How many thousand square feet?)
33 $10
$330
3. Residential Districts** $500
**(How many dwelling units?)
$5
Subdivision (choose 1 of 5)
1. Create 3 lots or less
$300
2. Create over 3 lots***
$600
***(How many lots?)
$15
3. Metes & Bounds (2 lots)
$300
4. Consolidate Lots
$150
5. Lot Line Adjustment
$150
Final Plat
$700
Vacation
$300
Variance - SUBDIVISION
$200
Variance - ZONING
$200
Wetland Alteration Permit (choose 1 of 2)
1. Single Family Residence
$150
2. All Others
$275
Zoning Appeal
$100
Zoning Ordinance Amendment
$500
y
Notification Sign
$200
$200
v
Property Owners List*
*(How many addresses?) o $ $249
Document Recording Escrow (1-7 automatically calculated based on previous selections)
1. Conditional Use Permit
$50
$0
2. Interim Use Permit
$50
$0
3. Site Plan Agreement
$50
$50
4. Vacation
$50
5. Variance
$50
6. Wetland Alteration Permit
$50
$0
7. Metes & Bounds Subdivision (2 deeds + resolution)
$150
8. Easements*
*(How many easements?)
$50
TOTAL FEE
1 $2,079
a-L&A- 1N-V !EARNING
j
Childcom CGehrs
Scott Sobiech, CFM, PE
Senior Water Resources Engineer
Minneapolis office: 952.832.2755
fax: 952.832.2601
ssobiech@borr.com
www.barr.com
— — ~ y y
tl10S3NNIW'N3SSHNNVH3 4f
e�
SN31N30 3NVO011H0gc7
3UniN3AGV [JNINNV3l S,N3UaliH3 I, >.A
i
!
---
gf
i}
!
`E
Hag
i �
H
�
g€
`sH5
sHC'4#
° �H€,B
e
e g'.
.
[ f
g .
a e;e
g
a g
d'F
€-
-i'9
HH;-6'H-H'
%H"H
H H
:":'H;H
6
H'0
'1'•'!-i'i6'1"1'i'aH'�-`s'9-�"i.e-S'S-!-$:1`6'i'F_S'€'e'19'-i-¢-i'3'�-i'�
�''e'i'�
S"1'
��
!
d
e!
e
. .;a
a
e;e
e g
g
. g
g g
g g
[
.
e ei!
!
! !
! !
• !
9 !
! !
! 9
aeH
ee;Heeageeae9+
9HHaHHIHH}Htet
H}:
H
a}
.�'!
H,a
} a
to 9
H H
H H
H
f-.•s-'•i:-�.a.r-�.,.�.f.g.�.�.,!
�4
�-1•=-'s�•!-s••a
�i-i'.-s•3.4-6.�.�
:,�.€.;.�.9.
i
0
0 ^I�
El
a
aw
i:�lrl
l�
iiLAll
i� I:
W.n �,'mac
�I�
it
�7
jI
N VL'GIX i�I^P V11
Cpipn40.�n1�JC,4
CITY OF CHANHASSEN
P O BOX 147
CHANHASSEN MN 55317
03/20/2015 3:18 PM
Receipt No. 00279188
CLERK: ashleym
PAYEE: CLA Chanhassen LLC
Project # 2015-09
-------------------------------------------------------
Site Plan Review
830.00
Sign Rent
200.00
Recording Fees
50.00
Rezoning Fees
750.00
GIS List
249.00
Total 2,079.00
Cash
0.00
Credit Cd
2,079.00
Change
0.00
SCANNED
Chanhassen, MN Code of Ordinances Page 1 of 1
Sec. 20-1302.- Neighborhood business, fringe business and office and institutional districts.
The following signs shall be allowed by permit in any OI, BF or BN districts:
(1) Ground low profile business signs. One ground low profile business or institutional sign not exceeding 24 square feet of sign display area shall be permitted. Such
sign shall be located at least ten feet from any property line and shall not exceed five feet in height
(2) Wall business signs.
a. One wall business sign shall be permitted on the street frontage for each business occupant within a building. In buildings where individual entrances do not
front on a public street, a wall sign may be permitted on the entrance facade consistent with the approved comprehensive sign plan.
b. The sign may contain the name, logo, company symbols, display messages, pictorial presentations, illustrations, or decorations of the business only and shall
have a sign display area that is in compliance with the district standards. Wall business signs shall not be mounted upon the wall of any building which faces
any adjoining residential district without an intervening building or street
c. The focal of all wall mounted sign display areas for each business shall not exceed the square footage established in the following table:
Maximum Percentage T Wall Area in Square Feet
of Wall Area
15%
11%
9% _ ..
7%
5%
3%
not to exceed 275 square feet
0-600
601-1,200
-- --- 1,201-1,800
1,801-2,400
2,401-3,200
3,201--4,500
4<,500+
(3) Wall signs shall not include product advertising. Wall signs shall only include tenant identification, tenant logo or registered trademark, center name, or any
combination of the three.
(4) Publichommunity, signs on property owned or leased by a governmental unit and operated by a governmental unit.
a. One monument sign shall be permitted per site for each street frontage. Such sign shall not exceed 120 square feet in display area nor be greater than eight
feet In height.
b. Electronic message center signs may be permitted as part of the sign display area. Such sign does not require a conditional use permit.
c. Electronic message center signs shall comply with the following standards:
1. Electronic message center space used on a sign shall not exceed a total of 40 square feet.
2. No electronic message center sign may be erected that, by reason of position, shape, movement or color interferes with the proper functioning of a traffic
sign, signal or which otherwise constitutes a traffic hazard.
3. Electronic message center displays shall not exceed S.000 Nits between the hours of civil sunrise and civil sunset and shall not exceed 500 Nits between
the hours of civil sunset and civil sunrise.
4. Electronic message center signs shall not cause direct glare, nor become a distraction due to excessive brightness.
S. The lamp wattage and luminance level in candles per square meter (Nits) shall be provided at the time of permit application.
6. There shall be no electronic message center signs within 50 feet of a street intersection (as measured from intersecting right-of-way lines) or within 125
feet of a residential district, except where lighting for such sign is indirect or diffused and in no way constitutes a traffic hazard.
7. Flashing, special effects or animated scenes on electronic message center shall be prohibited.
8. Electronic message center sign display use for signs within 500 feet of single-family residential homes shall be limited to the hours between 6:00 a.m. and
10:00 P.M.
(Ord. No. 231, § 1, 1-9-95; Ord. No. 377, § 143. 5-24-04; Ord. No. 409, § 7, 1-9-06, Ord. No. 409. § 7, 1-9-06: Ord. No. 468, §§ 4, 5. 8-11-08; Ord. No. 482, § 3, 8-10-09)
about:blank 5/12/2015
CN/
r�
�5
Childcare Centers
6015 Skyline Dr. - Houston, TX 77057
Ph:713.780.1151 Fx:713.780.7518
www.accentsignco.com
3j7, OFCNA►yNA^>SEP i
8 IVED
MAR 2 n 2015
CHgNMP4gEp; P(gry�INOOEPi
SCANNED
PAINT COLORS - SATIN FINISH
P1: SPRAYLAT BRUSHED ALUMINUM
�J P2: WHITE
_ P3: SPRAYLAT JET BLACK
P4: PTM PMS GREEN 7483
= P5: PANTONE 123C
P6: PTM DUNN EDWARDS DEC785 "WHISPER GREY"
P7: PTM DUNN EDWARDS DEC750 "BISON BEIGE"
P8: PTM DUNN EDWARDS DE6214
"PIGEON GRAY DOUBLE SUEDE"
VINYL COLORS
O V1: 3M 3630-25 SUNFLOWER YELLOW
_ V2: HP BLACK VINYL
_ V3: 3M3630-76 HOLLY GREEN
y MIN�
(mm
t'
J N � ttpp
4� IMF
OB�D�AAIe
CEI
�Illl�llllll,llllllllltl+III,IIIIIIJIIJ1tl�IIII�IIUIIIIIIIJIIIIIIINIIIII ` i '
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAIIIII Su f.c '
AIIIIIIIWp)lllllllllllllltlllJll)IIIIWIIIIIIIIIgI�tlI011101gllllle "' " B
nnmillmnmmnmdniimmllnlm liinunnmm�niiio
fll'll� �IIIIIPP14��191�J�IIIIIAIP�1'�'���"" !' ��
' L(I�nnnnuunumumniiifunnunnnnmmnnnnnmim� �
I
I/✓✓✓
q
J U
S
1 t r7cn,n N4
e
I\
t
T �L11 i°:,�� , % r ✓'` �,, : ` + as \"•�'�i; � '` „< €° _
' � ' "�✓ -- �+C si �iitft� t'_fiP, r_ v',± �
u so
6 a t
i# # y '# {{ i ` t t ] '1 l �# ; < - � I a #t1 it• #y # #+## #ii e
#t3 t#�tE�l,ilii,fill
S
= t}';((I•���1;!1 !±�I III . ... ......°....#a. x
RiIli III I s
a� -y
a
s.n frf .`�'�•!��� \�\\��`'r• ° •i
��\\\\ / ' _ r frf �\\\� +�M r • Qf
v♦f vrf
w
6 ••wf .. frf f•.O _I r ..
W\\ �\ fri Gam:' f !vim• a 4<`+ „rf vim! �♦•!\\�\c rv�` �+f �<`�a. .
O O frf frf r Yf in! 1r � � i f • i♦fvi!•�f
O ' c: �+ vrf +♦f �f
O �
t \.r
•ff }�f
O aef vrf
i♦f
�J�f vrf
n ttC frf
`yf
r .
9 i�f
rrf
1 �Jrff
°• • � vrf
vif
♦
e f+f �+♦f
r � vrf
w `
ref
vrf °
rf J
�f
rf •�f
r
O
o
tt� �'aa3 S gg e ai r
e ... �... ..:.;: ®ap a HQ(wi
....... E 9 t i iHj iY 31pp4k F E
�� @ 4a E§ i eE I B I i i'FBE3 i `tie, H€iH �H9s; ai
®a -i f.! _ Ea= i ((�• pp xS p! 'r H 3 SYSIF' it FS
I�i i .. I� i 14e i i i i o 99�HiHi�t$d o lSiiaitl.i�Fi44HEtv��.. ��
W
.. to :�Ippp a itlllllltllMRES4lt4t 2 O
WQO
� z.' +yap--- - -C 4I:: -•M` ..._,...._ A
R
a
w
d
n
I
z
�Q t$ t ie5`t etf Q t f! t e E!
ig e�e:ii 4e3yR i titQ,$1 1a
ftiCita-'t t i1 !{ tt 3t3
e t e t lit
° ;' R.•f Ot iic i•'if "lit
fit 's.�jfi "f4: ! � i?€t� t Qi.ii�
[[ y3k faf ifli.: ti t. , if it- t 1 k Qtat "'ik
ei t(!Q''ttfi f3s`'t i
[[tl: t�9.)ftt�Elp$l',L[QQQfid!
iifi $ falii'�i;PEeii4R!l35t�it±ai
Inop
t tit
lain
� itYei
I
R
.���:= jai \� \���y�"� =` ('•,
44
I;E $I€ .
oil lee 'oil III
®d g 1 ''-
1i i...
k�E
a b
1
6
;
1
s
� I 1
-
fl��
C
t t! '€yIx '- '! S• t t = €8 !gg =i, M ttiit
�JI_
f pp€ fis syt!'e�
!E 6 E! If is N.
$!jt$�v3!,ili 1
pp aanitic EiE !$d Elt' t= II f = .yf f! is$f !f y€E €ee+II ,.
If
:!=$if :@ e..E !f $= Cs€ v.67iE S
�i
1
1
1
1
A
R
.y
1
1
:
f
Y+
jt
.e � Is� h➢
B Z 5 2
2 !
!np o
I ¢ o
}• }jPo v,
g W
> O
110
ti
0 j
l9 �� € e 'E t t e 't �➢ ° d
All
,Oil 3� 1 y
tl$
oil
Eet Ei tFtf{cg ilt4t iirS ' EF i ! a
As i g t a! sq.tse t o f i IN! !
jett y11i
o gdF I,
$; it � t ti di �l 2t 9! it i p [
EE{ pp! tg$ t tt 1 t F'- at ay`ti` 1ji1!:y Ro i $ n ` aEOi iE
k i$t € Cr IsP : y QI} p6 elsFpy" at pP�ll Igo ! i i ; i ` fit' 6
$p 4 ES33F s F F a@@ f
f€ f g �� a at r
pk'M�Fti�Pg-0� g It i ! �g.�lt ?:
E i[a{ tl ° g� .i PF Ftcp g� ;!`la" i`=�-•s `4!P �1 giP j taaas:_ ! e @g�" s
Sa{ 1 i1 j FP !!9 t l_ ➢ �` ! IF4i ii 5a a i• €e5 I g1 {
it e 5 axi kEESF EI l ! i 9
�"��! ' �
i `-1 { t } •i p e 5 it� i{{ i . $ 3[{ P
. !, ;!�+fli ti (1'F t l'� l �! i°!• E'L fl
9! l%jp �l i9 sa tki gS lk tta e3: epe�ijt tFii ill
eti ii{F55' gg°i g ! - P ! j a l; ➢'`l,p il!
${i j1 l 5 i f; 4 P 'Pt l]4V 1E i f;, l tit i€ !LEE I! i� t t= 3 1 i t fl� t•t �'
a E3 31E5 $t !. ; tt. l {�l(E a 6; g• p{.!` aP t�� yj{I ai?l ,l 1111. '$! ; ; 131 G [I alSiit EEi
iiFF�iiil !t� k�illid t E1`u F E [F
i kt {{ i ` �j$., l ii s€' y j l aflf 1 ` 6€ll iEi Ilk`s 1'�e
'{ix �t; t�g l a i§ll
zlta ➢it�'I� S e� l p {(l :{i j i l • is i !2$+fP ite !ri{iFiyy q�Fit{ agE Aa[
�Pt% t Ffpf4i 1� ! ¢p� � ! 11�` 1pd P1 �lila� � t gk
•i g fE aS� If ii11i. 'I I t �S1 € $ j El3FF t$f k yk #{'.l!{ tF i; �!P �� it�
r ➢(� it °p 9 Pil a ;� tt dig t 1 { ltipi ;R€ '. € lgt I,'!
` {tl
=1c3::g F :ri !. g 4: 4{gf; l�l oil iiE ° { Ft gt y I;iali➢ � gil l"eF15 $lE
a{i jig
n ippppg {' tpti Fppj t !)y l Iypgppp€ip l`9Et{ tt ag�� etl
d �1 fill Jai ai a[j llZjj'gill eq{$ °�c l l I t !I tli l`a �l{,i�ii�l tll t ��� gll if
i i i ii S- f4€g xf t P g1 ggS {l I t l
$��z pI�f � � ! t' $$l$ i 1 a �1 � � 1 � �:il t� .,° l it Sil °iP€ � Skl€ ktiq 9°p
pF iik i,pp!€{ s➢F iE 01A 9 � , tilt! Btk gi€ l� qi:l➢41 �'l !i
d9at l 7i ed e!t llgil F! E 6i/ jg F gpp i ;$3` 1 €y i!i i�dgl°�Fi lP lP;5p{lj!
'tll ;€ �iii ai ll;a6itlgF lFil: l�a l� 1 d it Bsai6 r
gt° ➢ +efili Egye {!k ! Pe$ f k' S 45 i f s °S `t1 It's 8 i3F �iii l(n °l lit 1 It
�
3gS�p p p l ¢ F !qq i ➢ t g t i
tgi 7! tg ite E➢� 't!t F 1j P agi is
it i 3 i t
if °ptf
g5 °'tF
4'f al pl•li i ii i•
i.
!1.i • l+ t ilaF t iei
ill FEn'l# it : �`ad�ly it i!!!!9'
lc I`R4 itlj Ft� Fgct`, ft FI iy1 it"a'1' is eg l¢piP i ➢ i d t22 ) E tpF1 tdf 91 966 '' 9aaI F F ➢ + Pf ci P 1 .
? as $- f ; _ - $1 tp $' t tq° l 1 t lfliei4t' t{ !t S a ➢Pt tt p+- l�p fi➢g
l . $ FFllf t i I t !i^ of+# a -4 a p F . SPe�
! pAs i
8 {k tIv d t i ll Pill
[I!!la ? # $a ji {g qE dFa L $ A 1€ii i4.gi l{' i+� ti1llls g!f t$ li aii€ '°1
IP
kip
HIM
NP
1
41
"Stu-
+
T T
I.Alo
J IL I
WF�7
C �
�
; ;
�IIIIIIIIII
Rilllllllll
1111101=111111
AMPM
1
1
�1
I IQ£
■
Q�
240
a_
sit
»tis�icr:sasa '_::�wv�awvep``'1i "® n EST l: p o
_.._�a`.'i:=via s...... �.___•_• n
-- er"mitl16„xaaa_eic�ix`eun •iS�i$'i'fZg.+F�r`.Iaxcu`g o � d � • � `2
11
;Igo f
.,�-•..�� M '� _ I�._ a "�` a � � appg 4f ! a 14� BiW}7e��ye
5,�:�Saep
^SCC2
���� •� ! �� 3gS� 4 eS 3,9s€ BFt.
i. 3 SifS@ fill} a Y
7 PY
a
a
Y`Yqq fill 19
j� Idol
tl k
Ia �owl
f d
E �'��lfa`3 � ai aill
rge �
r 5 2aty�
tis#EEC 3 ��3a$!
Ai ¢ IR
I
gF "WEI
a
a: J@ &Zl, 111y@ j h i E EES
6 I a.■�Lk3e .. - I i- c
I�i[aS3�i i. n C zn ci yie..
DUNN ECWAROS DEC765
"WHISPER GREY"
J
1111t, 1IC71 ` �
.sn.� :mgiii - AMEN ,
F
STOREFRONT -SOUTHWEST
ALUMINUM "ANODIZED DARK
BRCNZE'
% r4
MASONRY -ACME BRICK
'SARATOGA SFRINES"
STUCCO-DUNN EDW'ARDS
DE6214' PISEON GREY"
STUCCO- SCOREDEIFS-
DUNNED'WARDS EUNN EDWARDS
DEC747"SAHARA" EEC747"SANARA"
'- STUCCO -DUNN - SCORED EIFS- STONE -CUSTOM STONE
EDWARDSDEC750 DUNNEDWARDS "WESTERN GREY"
"BISON BEIGE" DE075G"SISON BEIGE"
u
CIELEVATION RIGHT
�xa awL[: vr•ra
@ELEVATION REAR
C
,onnwAT Raw
ST. LWu. MO®m
PROJECT
MANAGERS
W
ry
H
Z
W (n
>0�
0 H O
w
z Z U z_
Z
W
Q < Q (n
JU x
cl) a
Z
W U
J_
U
Iwo;
915494
ELEVATIONS FOR APPROVAL
3118/15
EXTERIOR ELEVATIONS 33K
2
"'ta eeue:
ELEVATION LEFT
�e-ra
nza sue.,.. IT.1�p
OPTION A
ELEVATIONS FOR APPROVAL
3/18/15
EXTERIOR ELEVATIONS 33K
C
sr Ioua, wsnn
PROJECT
MANAGERS
W
0_
H
Z
W fn
Ix F
a H (nn
UZ w
Z V z_
Z
W
LLJ
a< U)
aEo
�U x
a
Z S U
WU
tY
t]
J_
2
U
CITRASH ENCLOSURE ELEVATIONS
I iyi N'7 iYi I I
.a..roe..sr
I , ii ii i I
L4; N h ;�
RASH ENCLOSURE PLAN
EENS£F1EVnnO,i
FENCE ELEVATION
waw srxe ,w -,d
ti
DO((O(((JJJR
NWE C
JFILE STORAGE FRONT ELEV.
FRONT ELEV.
�„ . ,, .,d
b'
FILE STORAGE ROOF PLAN
u,., scuE w•-11
.ore ose. ro �,.z<wn eavwv, mw,,,ores
FILE STORAGE SIDE ELEV.
FINISH LEGEND o
a.,m.,nm.,s®�zaro
reumv.owmv.®owo..wro
.mE.mcanco.,a.memm,o.oer-ammwm
o .wma
w-nom.a ®.,.vro.rea®
O
CIFILE STORAGE PLAN
•a,-, xue. w -,d
FILE STORAGE REAR ELEV.
SITE DETAILS
C
c�p�o
,ae„w..sw awn
sT..ws,wm,n
PROJECT
MANAGERS
FABRICATE & INSTALL (7) S/F ALUMINUM
PARKING SIGNS WITH DIGITALLY PRINTED AND
HP VINYL GRAPHICS.
O PANEL:
• FACES:'/a"ALUMINUM. FINISH: P1
• DIGITALLY PRINTED LOGO AND Vt VINYL(DROP OFF ONLY)
• WELDED TO SQUARE TUBE SUPPORTS
• BACKS, FINISH: P2
• SIGNS TO BE DIRECT BURIED
O SUPPORT:
• 2" X 2" SQUARE TUBE SUPPORT. FINISH: P2
PAINT COLORS - SATIN FINISH
O Pl: WHITE
_ P2: DARK BRONZE
Dpl: DIGITAL PRINT ON HP VINYL WITH UV OVERLAMINATE
_ V1: HER BLACK VINYL
APPROVED BY:
112" 0 HOLE FOR
3/8" BOLT
3/8" ALUM PLAT
(WELDED TO 2
ALUM SQ TUBE
I W,
PLATE DETAIL - AA
SCALE: 3" = V-0"
N
v
0
in
DROPOFF SIGN - PLAN VIEW
SCALE: 1" = 1'-O"
V-10 "
56
GNwRs
Drop off OnIV-
8 „ — —I
PARKING SIGNS
SCALE: 1 " = 1'-0"
F
1'-1G
WELD
1/8" ALUM PLATE
(TACK WELDED TO 2"
ALUM SQ TUBE)
2" X 3/16" WALL
ALUM SQ TUBE
3/16
BACK OF SIGN _ -__= _ -I =
A _ — —
-• OPTION #1: PLATE MOUNT ON CONCRETE
CUT TUBING OFF BELOW PLATE, SECURE
PLATE USING 3/8" BOLTS WITH LEVELING
NUTS
• OPTION #2: DIRECT BURIAL IN DIRT
BURY PLATE FLUSH WITH GRADE. CONCRETE
FOUNDATION TO BE 8"0 X 1'-4" DEEP
5
Project
Job Name:
Information
CLA
Location:
7750 Galpin Blvd
City/state:
Chanhassen, MN
Date:
1.29.15
Sales Rep:
Nathan Niemeyer
Drawn By:
Ace Schlitznicky
Drawing #-
ASA15 0035
1 3.18.15
Revisions
REVISE LAYOUT AS
2 3.18.15
REVISE LAYOUT AS
3 3.19.15
REVISE LAYOUT AS
Production
S•I•sm•n:
Appro�.I
DabCopyright
1M ROWING IS THE PROPERTY Of ACCENT SIGNS & AWNINGS MY
tEPtODUCT ION 01 EXHIBITION Of DRAWING IS STRICIIY PROHIBITED
'- 2014 ACCENT SIGNS & AWNING. THIS RENDERING MAY NOT BE USED
TO BUHD AND/OR (ONSTRU(T WHAT IS DEPICTED HEREIN WITHOUT
THE EXPRESS WRITTEN CONSENT Of AC(ENT SIGNS & AWNINGS
UL
fledriml
a-g- i 1 i
NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"xl7" PAPER AT FULLSCALE LANDLORD APPROVAL:"''APPROVAL:
FABRICATE & INSTALL (1) DIF MONUMENT SIGN WITH
REVERSE ILLUMINATED CHANNEL LETTERS ANS ONE
SET OF FRONT AND REVERSE LIT LETTERS.
0 CABINET: ALL ALUMINUM FABRICATION. FINISH: P1
• BACK PAINTED P3
® REVERSE CHANNEL LETTERS:
• "CHILDREN'S LEARNING":.125' ALUMINUM. FINISH: P3
• "ADVENTURE":.125" ALUMINUM. FINISH: P4
• RETURNS: 3" .063"(PAINTED TO MATCH FACE)
• BACKS: .150" CLEAR POLY -CARBONATE
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN PAN
• INDIVIDUALLY CLIP MOUNTED 1 'h" FROM BACK
PAN SIGN.
"R": HIGH PERFORMANCE VINYL: V2
© POLE COVER: FINISH P4
(1) STEEL PIPES 8.625" OD WELDED TO SIGN FRAME,
FOUNDATION: (FOOTING)
24" DIA X 6'-0" DEEP CONCRETE PIERS
CONCRETE PAD: 3" BIGGER ALL AROUND
0 FRONT AND REVERSE LIT CHANNEL LETTER:
• .150" POLYCARBONATE: FINISHNI
• Ya" FCO ACRYLIC SOLVENT BONDED TO FACE: FINISH: P3
• RETURNS: 3" .063" ALUMINUM FINISH: P5
• BACKS: .150" CLEAR POLYCARBONATE
• TRIM: 1" JEWELITE FINISH: P5
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN PAN
• INDIVIDUALLY CLIP MOUNTED 1 'h" FROM FRONT OF
PAN SIGN.
0 LETTER SURROUND:.090' ALUMINUM.
FINISH: P2 (MATTE FINISH)
ELECTRICAL LOAD:
2.8 Amps 0 120V
QBECiRICAt1:
ORE =CRIWROIIN
POWER SUPPLY
FACE
MIN. 3/8' FASTENER
LEDS
REVERSE LIT - REVERSE / FRONT LIT
SCALE: NTS
'sT
n
i
N
a
o -
N
I �
9'-7
4'-0'
CHILPMEAr9 9
li.
SIGN LAYOUT
SCALE: 3/4" = V-0"
2'-91/2'
Childcare Centers
TTT �T17:1I%
RETURNS
- --------
��
FCO
� ACRYLIC SOLVENT BONDED / IIIJ'f QI
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - \ _ _ - - _ - _ _ _ - _ _ _ _
.150 POLYCARBONATE /�_ _ _ - - - - - - - - - - - - - - - -'
.150 POLYCARBONATE
____________________r
' C '
ill � I
Cc�c� ���
----------------------------------------
vi�r�_�aainW�=
CiWloan Centers
Job Name:
CLA
Location:
7750 Galpin Blvd
City/state:
Chanhassen, MN
Date:
1.29.15
Sales Rep:
Nathan Niemeyer
Drawn Br.
Ace Schlitznicky
Drawing #:
ASA15 0035
Production Approvol
M MIMING IS THE PROPERTY Of ACCENT SIGNS & AWNINGS MY
23.6 Sq tt UFRODUCTIDN OR EXHIBIT ION OF DRAWING IS STRICTLY PROHIBITED.
11 c 2014 ACCENT SIGNS & AWNING. THIS RENDERING MAY NOT BE USED
TO RULLBAND /OR CONSTRUCT WHAT IS DEPICTED HEREIN WITHOUT
Tli EXPRESS WRITTEN CONSENT OF ACCENT SIGNS & AWNINGS
NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"xl7" PAPER AT FULLSCALE = ' ''APPROVAL:"
00
FABRICATE & INSTALL (1) SET OF ILLUMINATED
CHANNEL LETTERS
O CHANNEL LETTERS:
• FACES: 3/16" 7328 WHITE ACRYLIC
• RETURNS: 5" .040 ALUMINUM. PRE -FINISHED BRONZE
• TRIM: 1" JEWELITE. PRE -FINISHED BRONZE
• BACKS:.063 ALUMINUM (WHITE)
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN CAN
• MOUNTED DIRECTLY TO WALL WITH MINIMUM 3/8"
FASTENERS. WALL MATERIAL:
ALL CHANNEL LETTERS REQUIRE WEEP HOLES
ELECTRICAL LOAD:
1.76 Amps @ 120V
ELECTRICAL REQUIREMENT:
ONE 20 Amp CIRCUIT 120V
ifJ _
O
1)
1 I LJ �� r D
SIGN LAYOUT
SCALE: 1/4" = V-0"
POWER SUPPLY
RETURNS
TRIMCAP
FACE
BACK
LEDs
--f--__I-- MIN. 3/8- X 5- FASTENER
SECTION VIEW
SCALE: NTS
138.3 SQ FT
41
Project
Job Name:
Information
CLA
Location:
7750 Galpin Blvd
City/state:
Chanhassen, MN
Date:
1.29.15
Sales Rep:
Nathan Niemeyer
Drawn Bp
Ace Schlitznicky
Drawing #-
ASA15 0035
1 3.18.15
REVISE LAYOUT AS
2 3.18.15
REVISE LAYOUT AS
3 3.19.15
REVISE LAYOUT AS
Bd•sman:
Dme
Copyright
N615 THE PROPERTY OF ACCENT SIGNS & AWNINGS ANT
IMUCTION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED
i 2014 ACCENT SICK & AWNING THIS 0.ENDERING MAY NOT Bf USED
TOBURN r=/OR CONSTRUCT WH iAT IS OEPICTEO HEREIN WITHOUT
qrt EXPRESS WRITTEN CHOI OF ACCENT SIGNS 6 AWNINGS
NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE A'� •'•'A "•
FABRICATE & INSTALL (1) SET OF ILLUMINATED
CHANNEL LETTERS
O CHANNEL LETTERS:
• FACES: 3116" 7328 WHITE ACRYLIC
• RETURNS: 5" .040 ALUMINUM. PRE -FINISHED BRONZE
• TRIM: 1" JEWELITE, PRE -FINISHED BRONZE
• BACKS:.063 ALUMINUM (WHITE)
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN CAN
• MOUNTED DIRECTLY TO WALL WITH MINIMUM 3/8"
FASTENERS. WALL MATERIAL:
ALL CHANNEL LETTERS REQUIRE WEEP HOLES
ELECTRICAL LOAD:
1.76 Amps 61120V
ELECTRICAL REQUIREMENT:
ONE 20 Amp CIRCUIT @ 120V
POWER SUPPLY
RETURNS
TRIMCAP
FACE
BACK
LEDs
MIN. 3/8" x 5" FASTENER
SECTION VIEW
SCALE: NTS
SIGN LAYOUT
SCALE: 1/4" = 1'-6"
168.7 SQ FT
5
Project
Job Name:
Information
CLA
Location:
7750 Galpin Blvd
City/state:
Chanhassen, MN
Date:
1.29.15
Sales Rep:
Nathan Niemeyer
Drawn By:
Ace Schlitznicky
Drawing #.
A5A15 0035
1 3.18.15
Revisions
REVISE LAYOUT AS
2 3.18.15
REVISE LAYOUT AS
3 3.19.15
REVISE LAYOUT AS
Salesman:
Dale:
THIS RUNWING IS THE PROPERTY OF ACCENT SIGNS 8 AWNINGS ANY
119"DU TION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED.
'.2014 ACCENT SIGNS R AWNING THIS RENDERING MAY NOT BE USED
TO WILD Am/OR CONSTRUCT WHAT IS DEPICTED HEREIN WITHOUT
THE EXPRESS WRITTEN COROT OF ACCENT SIGNS & AWNINGS
NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALEAPPROVAL:
ELEVATIONS
mq!�
I
Z�r
zv- - - - — — —
. .........
k
aP— — — — — — — — —
41 A -UNDISTURBED
REA 2.13 AC /r
COR SFC. 10
r-A NlRNE
oARCEL 216
..5/p
Ie
C L 75'
OC. Ko.
0 0
—0
Kuf
Yfl(
HWY 5
i
7
EXTERIOR COLOR SCHEDULE
a00Ck,
�$...,-�M,YiE IYAA,AX CR
o��n��-L�tT4l9pTWMTYCW/Apt
SOAx Q1Y. f1PM 0lf M'LY/R
®
IMIIm/16-ImIM R�
O9Mf18-RrtB
A®89E'PiF;T�'MM 9VOL�I AG(.911'
IbIG HL PGCf M]M®[MM9WL H PNII®T4
INTOI A]F (4CR
®RMRK
4Mt 6VR IS f,W 4NP•FNI-IY
fQGR-1g.�1191C1�
©
91n96T WP9CV15-Fl6�6®NYMI1
LIAAI=INTW F/fLN-®11Gd1T41 Al
�Hn9,ORILWkWOtTS.FAIB,artIX�O�TPNA`FiPagA
PAM-B11GN V 91 Z1661
e,�cm>��eso
Q5AR@-�911®NIM1
PNfl5
rm-wvm
Ip
rdxik rwPim.vow�J. also orrwATrre�
w:>wa cwuere
❑TM91
II
BI40Y✓E 6AI611J5
91 %MYAM mIF B4AM,OGlb1 ewa aiWm rsrlrwmx
12
I(A.et a.ve - � � e• sl sr em
QT.i.E IO).gt lql - ZV VNI-VIII OlI3!•CY11
PNA91. Gtl'AS1l . TAV0.
6YXdq�D ®[E
(MfM SCMMG.ib'E FfJ
p MAu Mottaw LOW SI&
�--P•
Q NIEST ELEVATION
vp.i•O
Q EAST ELEVATION
U NUKIH LLLVAI IVP/
I.- I-
O SOUTH ELEVATION
Eg
6, asa�gs
N 4,
gg11
6 �i3F
r_
tL
o�
t
p�
i ci 4�
j o oil
Hilt
'�NOOL
a
0
�
t9
��o ffig
a
6
L
�
U
91
w6 l
77 k
w.
Pwr+��
soda
�rnw eauvAr+D
ewmg T'Y:
2011 MN-L
o-awg Res.
EXTERIOR
ELEVATIONS
wls. or.. rov
IWldl GtG. �W
u'a+9 Mnb`•
A-4
r:.
Building Elevations 50' Rotunda
Front Elevation
All Elevations
56.66
40.66
23%
9.26
40.66
6%
2.58
18.66
26.50
8%
1.99
26.50
4%
1.10
35.66
36.75
14%
5.27
36.75
6%
2.11
17.5
26.50
7%
1.86
26.50
4%
1.10
42
50.00
17%
8.44
50.00
8%
3.91
17.66
26.50
7%
1.88
26.50
4%
1.10
35.66
36.75
14%
5.27
36.75
6%
2.11
19
26.50
8%
2.02
26.50
4%
1.10
6
36.75
2%
0.89
36.75
6%
2.11
248.8
1009,°
36.88 Average Elevation Front Elevation
Right Elevation
42.66
36.75
31%
11.28
36.75
6%
2.11
90.34
25.50
65%
16.57
25.50
4%
1.02
6
30.50
4%
1.32
30.50
5%
1.45
139
100%
29.17 Average Elevation Right Elevation
Left Elevation
6
30.50
4%
1.32
30.50
5%
1.45
75.66
25.50
54%
13.88
25.50
4%
1.02
57.34
40.66
41%
16.77
40.66
6%
2.58
139
100%
31.97 Average Elevation Left Elevation
Rear Elevation
6
30.66
2%
0.75
30.66
5%
1.47
80.33
25.66
33%
8.39
25.66
4%
1.03
27
30.66
11%
3.37
30.66
5%
1.47
129.33
25.66
53%
13.51
25.66
4%
1.03
3
30.66
1%
0.37
30.66
5%
1.47
245.66
100q°
26.39 Average Elevation Rear Elevation
639.62 100%° 33.32557
Rotunda Architectural
Component: =
SO'Height
= 17%of the Front Elevation
= 8% of ALL Elevations
Front Elevation =
37' Height
Across the Front Elevation
Left Elevation =
29' Height
Across the Right Elevation
Right Elevation =
32' Height
Across the Left Elevation
Rear Elevation =
26' Height
Across the Rear Elevation
AVERAGE =
33' Height
Across All Elevations
Building Elevations 45' Rotunda
Front Elevation
All Elevations
56.66
40.66
23%
9.26
40.66
7%
2.66
18.66
26.50
8%
1.99
26.50
4%
1.13
35.66
32.92
14%
4.72
32.92
5%
1.75
17.5
26.50
7%
1.86
26.50
4%
1.13
42
45.00
17%
7.60
45.00
7%
3.26
17.66
26.50
7%
1.88
26.50
4%
1.13
35.66
32.92
14%
4.72
32.92
5%
1.75
19
26.50
8%
2.02
26.50
4%
1.13
6
32.92
2%
0.79
32.92
5%
1.75
248.8
100%
34.84 Average Elevation Front Elevation
Right Elevation
42.66
32.92
31%
10.10
32.92
5%
1.75
90.34
25.66
65%
16.68
25.66
4%
1.06
6
30.66
4%
1.32
30.66
5%
1.51
139
100%
28.10 Average Elevation Right Elevation
Left Elevation
6
30.66
4%
1.32
30.66
5%
1.51
75.66
25.66
54%
13.97
25.66
4%
1.06
57.34
40.66
41%
16.77
40.66
7%
2.66
139
100%
32.06 Average Elevation Left Elevation
Rear Elevation
6
30.66
2%
0.74
30.66
5%
1.51
80.33
25.66
32%
8.29
25.66
4%
1.06
27
31.75
11%
3.45
31.75
5%
1.62
129.33
25.66
52%
13.35
25.66
4%
1.06
6
30.66
2%
0.74
30.66
5%
1.51
248.66
10091.
26.56 Average Elevation Rear Elevation
621.03 100% 32.00703
Rotunda Architectural
Component: =
45' Height
= 17%of the Front Elevation
= 8% of ALL Elevations
Front Elevation =
35' Height
Across the Front Elevation
Left Elevation =
28' Height
Across the Right Elevation
Right Elevation =
32' Height
Across the Left Elevation
Rear Elevation =
27' Height
Across the Rear Elevation
AVERAGE =
32' Height
Across All Elevations
0
ELEVATION FRONT
0
ELEVATION RIGHT
0 O
0 ..
.ti
f
O O
''r S,
0
0
O
ELEVATION REAR
E.I.F.S. CORNICEITIUM e STOREFRONT .SOUTHWEST ® MASONRY - ACME BRICK db STUCCO -DUNN EDWARDS ® STUCCO -DUNN EDWARDS • SCORED EFS -DUNN EDWARDS • STUCCO -DAMN EDWARDS ® SCORED EIFS -DUNN EDWARDS STONE -CUSTOM STONE
DUNN EDWARDS ALUMINUM "ANODIZED DARK SARATOGA SPRINGS' DE6214 "PIGEON GREY" DEC747'SAHARA' DEC747 "SAMARA" DEC7S0 'BRION BEIGE" DEC760 "BISON SEIGE" 14IES7ERN GREY"
DEC7S5'WISPERGREY-' BRONZE"
KI CASCO
CHANHASSEN, MN
OPTION 2
APRIL29TH, 2015
chrA wo toners
C0A
U�,,As
ME
CASCO
39 .-). - 4,
CHANHASSEN, MN
MAY 11 2015
26 V
Mao 9011 ,
CHILDREN'¢ Il lmc "
Childcom Cogs ,
a: M
e-
4lie
r
E
,j
•
s •,
• • p rr � `
i
CEI Engineering Associates, Inc.
ENGINEERS ■ SURVEYORS ■ LANDSCAPE ARCHITECTS ■ PLANNERS
2025 Centre Pointe Boulevard, Suite 210
Mendota Heights, MN 55120 CITY0FCHANHAS8EV
(651) 452-8960 Fax (651) 452-1149 RECEIVED
www.ceieng.com
TRANSMITTAL LETTER
Date:
To: City of Chanhassen Planning Dept.
7700 Market Blvd
Chanhassen, MN 55317
Project:
CEI Project No.
Reference:
'HMMASKNPUNNINGDEpi
Distribution:
Children's Learning Adventure
28660
11 Attn: Robert Generous (Sr. Planner) 11
We are sending you the following items:
® Attached Via: Delivering in person
Copies:
Date:
No.:
Description:
1
03202015
1
Sile Plan Application and Fees
7
032012015
1
24' x 36' Site Develogrlent Submittal Plan Set
7
03202015
1
11' x I Sign Package Plan Set
1
03202015
1
11' x 1T Site Development Submittal Plan Set
1
03202015
1
Dgilal Copies of the Files on a CD
1
03202015
1
Project Narrative
1
03QM15
1
Legal Description of Parcel
1
0211=15
1
Drainage Report
1
03202015
1
Geotechnical Repoli
1
031202015
1
Traffic Report
These are transmitted:
❑ For Approval and Payment ❑ For Bid Due / /
® For Review and Comment ❑ As Requested
❑ Your Use ❑
Remarks:
Please call or e-mail us at CEI if you have any questions regarding this submittal (651) 452-8960,
smichnci(i.ceieng.com.
Signature: t Title: i-I /I 5 l ST/1J T Pj -QJ` c T
Email: I
CnO@ Cie .c-om /!/�ANfK-It✓�
Providing Co olidated Land Development Services
CALIFORNIA • TEXAS ■ ARKANSAS III LOUISIANA ■ MINNESOTA • GEORGIA • PENNSYLVANIA
SCANNED
LEGAL DESCRIPTION
Parcel A
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116,
Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116.
Range 23, Carver County Minnesota, descrbd as follows:
Beginning at the Southwest caner of said Section 10; thence an an assumed bearing of North
degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance
of 1,023.08 feet, to a point an said West line distant 1668.88 feet South of the West Quarter
comer of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet;
thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South
74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees
17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40
seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East,
a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of
163.25 feet: thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet
t the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50
e0conds West along said Northerly right of way, a distance of 33.08 feet; thence South 56
ogre 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95
set; Tence North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a
distartee of 518.22 feet to the West line of the Northwest Quarter of Section 15. Township 116.
Rangd 23; thence North 1 degree 37 minutes 50 seconds West along said West line of the
NortVweet Quarter, a distance of 9.12 feet to the point of beginning.
lies Northwesterly of that particular Northwesterly right-of-way line of Parcel 216, as
'eh con an MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08,
Fs dd as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF
SPORTATION RIGHT OF WAY PLAT NO. 10-14. recorded as Document No. 279658, described
follows:
Commmeing at the Southwest comer of sold Section 10; thence an an assumed bearing of
orth 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of
:said Section 10, a distance of 401.19 feet, to a particular right-of-way line of said Parcel 216
t 4an the point of beginning of the line to be described: thence North 47 degrees 18 minutes 16
seconds East a distance of 175.14 feet, to an angle point In sold right-of-way line; thence
North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature
1n said right-of-way line, thence Easterly o distance 662.60 feet, along a non -tangential curve
concove to the South having a radius of 633.04 feet and a central angle of 59 degrees 58
minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17
Iminutes 27 seconds East to an angle point in said right-of-way line; thence North 56 degrees
16 minutes 30 seconds East, not tangent to sold curve a distance of 114.28 feet, to an angle
point in said right-of-way line; thence North 22 degrees 13 minutes 10 seconds East, along
said right-of-way line, c distance of 116.13 feet and said line there terminating.
i3.80
AND
is Paced B:
/. 960.3
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116,
Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15. Township 116,
Range 23, Carver County, Minnesota, described as follows:
359.6
Beginning at the Southwest comer of said Section 10; thence an on assumed bearing of North '
degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance
of 1.023.08 feet, to a point on said West line distant 1668.88 feet South of the West Quarter
comer of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet;
thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South
74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees
N. u.7 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40
i=967aOBDnds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East,
' iNVeSlAtonce of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of
163.25 feet; thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet
to the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50
seconds West along said Northerly right of way, a distance of 33.08 feet thence South 56
degrees 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95
feet; thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a
distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116,
Range 23, thence North 1 degree 37 minutes 50 seconds West along said West line of the
ITYOFCHANHASSEN
RECEIVED
Northwest Quarter, a distance of 9.12 feet to the point of beginning.
1- EXCEPT that part of the above described property which Iles Northwesterly of that particular
MAR 2 0 2015
OF
60'0TRANSPORTATIONh IWAY
RIGHTwOF PLATr NO.210-08, record d asl DocumTentO o. 65755 and as
amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-14,
CHANHASENPLANNINGDEPT
recorded as Document No. 279658, described as follows:
Commencing at the Southwest comer of Bald Section 10; thence on an assumed bearing of
North 1 degree 56 minutes 40 seconds West along the West line of the Southwest Quarter of
sold Section 10, a distance of 401.19 feet to a particular right-of-way line of said Parcel 216
and the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16
seconds East a distance of 175.14 feet, to an angle point in said right -of-way line; thence
North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature
In said right-of-way line; thence Easterly a distance of 662.60 feet, along a non -tangential
curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees
58 minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17
minutes 27 seconds East to an angle point in said right-of-wcy line; thence North 56 degrees
16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle
point in said right-of-way line; thence North 22 degrees 13 minutes 10 seconds East, along
said right-of-way line, a distance of 116.13 feet and said line there tem mating.
AND EXCEPT said Parcel 216.
Carver County, Minnesota SCANNED
Abstract Property
-o; y_ 0AP \Vlonwk%a_"v�
Ordinance � 0 c0� i p
Nit is defined as a unit of 1 m nance equal to one candela per square meter (cd/ro). It is
often used to quote the brightness of computer displays, which typically have a
luminance of 200 to 300 nits, and LED displays, which have a typical luminance between
1,000 nits (indoor) and 5,000 nits (outdoor). (20)
Sign, window means sign, pictures, symbols, or combination thereof, designed to
communicate information about an activity, business, commodity, event, sale or service,
that is placed inside a window or upon the window panes or glass and is visible from the
exterior of the window. (20)
Sec. 20-1275. - Construction standards.
(e) Illuminated signs shall be shielded to prevent lights from being directed at
oncoming traffic in such brilliance that it impairs the vision of the driver. No such
signs shall interfere with or obscure an official traffic sign or signal; this includes
indoor sins which are visible from public streets. Illumination for a sign or
groups of signs shall not exceed one-half foot candle in brightness as measured at
the property line.
Sec. 20-1267. - Uniformity of construction, design, etc.
(a) All permanent signs shall be designed and constructed in a uniform manner and, to the
extent possible, as an integral part of the building's architecture. Multi -tenant commercial
and industrial buildings shall have uniform signage. When buildings or developments are
presented for site plan review, proposed signs for the development shall be presented
concurrently for staff review. All planned centers and multi -tenant buildings shall submit
a comprehensive sign plan for approval by the planning commission and city council.
(1) All wall signage shall use individual dimension letters, at least one-half inch deep.
Company symbols, display messages (not greater than six inches tall), pictorial
presentations, illustrations, or decorations (anything other than wording) and less
than 20 percent of the total sign display area are exempt from the individual
dimension letter requirement.
(2) Wall signs shall be either illuminated or non -illuminated and shall meet the
following criteria:
a. Backlit or exposed lighting shall be architecturally compatible with the
building and other signage if in a multi -tenant building.
b. If a neon sign is illuminated by exposed neon or LED, the luminous shall
not to exceed 5,000 Nits between the hours of civil sunrise and civil sunset
and not to exceed 500 Nits between the hours of civil sunset and civil
sunrise.
C. If a sign is non -illuminated, downcast decorative lighting compatible with
the building architecture may be used.
(3) Company logos shall not occupy more than 30 percent of the sign display area
and are exempt from the individual dimension letter requirement.
(b) All permanent monument or pylon signs shall be designed and constructed in a uniform
manner and, to the extent possible, as an integral part of the building's architecture.
Multi -tenant commercial and industrial buildings shall have uniform signage. When
buildings or developments are presented for site plan review, proposed signs for the
development shall be presented concurrently for staff review. All planned centers and
multi -tenant buildings shall submit a comprehensive sign plan for approval by the
planning commission and city council.
(1) All center, development name or an individual tenant building signage on a
monument or pylon sign shall use individual dimension letters, at least one-half
inch deep.
(2) Registered trademarks, company symbols, display messages (less than six inches
tall), pictorial presentations, illustrations, or decorations (anything other than
wording) and less than 20 percent of the total sign display area are exempt from
the individual dimension letter requirement.
(3) In multi -tenant buildings, tenant panels may be used and shall be exempt from the
individual dimension letter requirement.
(4) Company logos shall not occupy more than 30 percent of the sign display area
and are exempt from the individual dimension letter requirement.
Chapel Hill LED Monument Sign Conditional Use Permit — Planning Case #06-19
1. Usage of LED sign shall be limited to the hours between 6:00am to 10:00pm.
How many Nits are the interior signs?
Show all exterior lights on the building
i�
7. Flashing, special effects
prohibited.
ated scenes on electronic ge center
shall be
8. Electronic message center sign display use -for -sips within 500 feet of
single-family residential homes shall be limited to the hours between 6:00
a.m. and 10:00 p.m.
Chapel Hill LED Monument Sign Conditional Use Permit — Planning Case #06-19
1. Usage of LED sign shall be limited to the hours between 6:00am to 10:00pm.
�O dh-': A u fir{ uf a rIf ie(Umm
r
How many Nits are the interior signs?
Show all exterior lights on the building
41 °�
Ordinance
Nit is defined as a unit of luminance equal to one candela per square meter (cd/m). It is
often used to quote the brightness of computer displays, which typically have a
luminance of 200 to 300 nits, and LED displays, which have a typical luminance between
1,000 nits (indoor) and 5,000 nits (outdoor). (20)
Sign, window means sign, pictures, symbols, or combination thereof, designed to
communicate information about an activity, business, commodity, event, sale or service,
that is placed inside a window or upon the window panes or glass and is visible from the
exterior of the window. (20)
Sec. 20-1275. - Construction standards.
(e) Illuminated signs shall be shielded to prevent lights from being directed at
oncoming traffic in such brilliance that it impairs the vision of the driver. No such
signs shall interfere with or obscure an official traffic sign or signal; this includes
indoor sins which are visible from public streets. Illumination for a sign or
groups of signs shall not exceed one-half foot candle in brightness as measured at
the property line.
Sec. 20-1267. - Uniformity of construction, design, etc.
(a) All permanent signs shall be designed and constructed in a uniform manner and, to the
extent possible, as an integral part of the building's architecture. Multi -tenant commercial
and industrial buildings shall have uniform signage. When buildings or developments are
presented for site plan review, proposed signs for the development shall be presented
concurrently for staff review. All planned centers and multi -tenant buildings shall submit
a comprehensive sign plan for approval by the planning commission and city council.
(1) All wall signage shall use individual dimension letters, at least one-half inch deep.
Company symbols, display messages (not greater than six inches tall), pictorial
presentations, illustrations, or decorations (anything other than wording) and less
than 20 percent of the total sign display area are exempt from the individual
dimension letter requirement.
(2) Wall signs shall be either illuminated or non -illuminated and shall meet the
following criteria:
a. Backlit or exposed lighting shall be architecturally compatible with the
building and other signage if in a multi -tenant building.
If a neon sien is illuminated by exposed neon or LED, the luminous shall
not to exceed 5,000 Nits between the hours of civil sunrise and civil sunset
and not to exceed 500 Nits between the hours of civil sunset and civil
sunrise.
C. If a sign is non -illuminated, downcast decorative lighting compatible with
the building architecture may be used.
(3) Company logos shall not occupy more than 30 percent of the sign display area
and are exempt from the individual dimension letter requirement.
(b) All permanent monument or pylon signs shall be designed and constructed in a uniform
manner and, to the extent possible, as an integral part of the building's architecture.
Multi -tenant commercial and industrial buildings shall have uniform signage. When
buildings or developments are presented for site plan review, proposed signs for the
development shall be presented concurrently for staff review. All planned centers and
multi -tenant buildings shall submit a comprehensive sign plan for approval by the
planning commission and city council.
(1) All center, development name or an individual tenant building signage on a
monument or pylon sign shall use individual dimension letters, at least one-half
inch deep.
(2) Registered trademarks, company symbols, display messages (less than six inches
tall), pictorial presentations, illustrations, or decorations (anything other than
wording) and less than 20 percent of the total sign display area are exempt from
the individual dimension letter requirement.
(3) In multi -tenant buildings, tenant panels may be used and shall be exempt from the
individual dimension letter requirement.
(4) Company logos shall not occupy more than 30 percent of the sign display area
and are exempt from the individual dimension letter requirement.
Chapel Hill LED Monument Sign Conditional Use Permit — Planning Case #06-19
1. Usage of LED sign shall be limited to the hours between 6:00am to 10:00pm.
How many Nits are the interior signs?
Show all exterior lights on the building
(b) All permanent monument or pylon signs shall be designed and constructed in a uniform
manner and, to the extent possible, as an integral part of the building's architecture.
Multi -tenant commercial and industrial buildings shall have uniform signage. When
buildings or developments are presented for site plan review, proposed signs for the
development shall be presented concurrently for staff review. All planned centers and
multi -tenant buildings shall submit a comprehensive sign plan for approval by the
planning commission and city council.
(1) All center, development name or an individual tenant building signage on a
monument or pylon sign shall use individual dimension letters, at least one-half
inch deep.
(2) Registered trademarks, company symbols, display messages (less than six inches
tall), pictorial presentations, illustrations, or decorations (anything other than
wording) and less than 20 percent of the total sign display area are exempt from
the individual dimension letter requirement.
(3) In multi -tenant buildings, tenant panels may be used and shall be exempt from the
individual dimension letter requirement.
(4) Company logos shall not occupy more than 30 percent of the sign display area
and are exempt from the individual dimension letter requirement.
Public/community signs on property owned or leased by a governmental unit
�y a governmental unit.
a. One monument sign shall be permitted per site for each street fir tage. Such sign
all not exceed 120 square feet in display area nor be great thaneight feet in
b. Electrom essage center signs maybe permitted art of the sign display area.
Such sign doe of require a conditional use pe
C. Electronic messag ter signs shall comply ith the following standards:
1. Electronic mess a ce<spaceon a sign shall not exceed a total of
40square feet.
2. No electronic messagey be erected that, by reason of
position, shape, moveterferes with the proper functioning
of a traffic sign, signalwise constitutes a traffic hazard.
3. Electronic messagecenter displays all not exceed 5,000 Nits between
the hours of ciyifsunrise and civil sun and shall not exceed 500 Nits
between the hours of civil sunset and civirVinrise.
4. Electronic message center signs shall not cause direct glare, nor become a
distraction due to excessive brightness.
5. The lamp wattage and luminance level in candles per a meter (Nits)
shall be provided at the time of permit application.
6. There shall be no electronic message center signs within 50 feet of a street
intersection (as measured from intersecting right-of-way lines) or within
j 125 feet of a residential district, except where lighting for such sign is
indirect or diffused and in no way constitutes a traffic hazard.
(b) All permanent monument or pylon signs shall be designed and constructed in a uniform
manner and, to the extent possible, as an integral part of the building's architecture.
Multi -tenant commercial and industrial buildings shall have uniform signage. When
buildings or developments are presented for site plan review, proposed signs for the
development shall be presented concurrently for staff review. All planned centers and
multi -tenant buildings shall submit a comprehensive sign plan for approval by the
planning commission and city council.
(1) All center, development name or an individual tenant building signage on a
monument or pylon sign shall use individual dimension letters, at least one-half
inch deep.
(2) Registered trademarks, company symbols, display messages (less than six inches
tall), pictorial presentations, illustrations, or decorations (anything other than
wording) and less than 20 percent of the total sign display area are exempt from
the individual dimension letter requirement.
(3) In multi -tenant buildings, tenant panels may be used and shall be exempt from the
individual dimension letter requirement.
(4) Company logos shall not occupy more than 30 percent of the sign display area
and are exempt from the individual dimension letter requirement.
(4) Public/community signs on property owned or leased by a governmental unit and
operated by a governmental unit.
a. One monument sign shall be permitted per site for each street frontage. Such sign
shall not exceed 120 square feet in display area nor be greater than eight feet in
height.
b. Electronic message center signs may be permitted as part of the sign display area.
Such sign does not require a conditional use permit.
C. Electronic message center signs shall comply with the following standards:
1. Electronic message center space used on a sign shall not exceed a total of
40 square feet.
2. No electronic message center sign may be erected that, by reason of
position, shape, movement or color interferes with the proper functioning
of a traffic sign, signal or which otherwise constitutes a traffic hazard.
3. Electronic message center displays shall not exceed 5,000 Nits between
the hours of civil sunrise and civil sunset and shall not exceed 500 Nits
between the hours of civil sunset and civil sunrise.
4. Electronic message center signs shall not cause direct glare, nor become a
distraction due to excessive brightness.
5. The lamp wattage and luminance level in candles per square meter (Nits)
shall be provided at the time of permit application.
6. There shall be no electronic message center signs within 50 feet of a street
intersection (as measured from intersecting right-of-way lines) or within
125 feet of a residential district, except where lighting for such sign is
indirect or diffused and in no way constitutes a traffic hazard.
Q
I
6
,�pSf5 PoSr�
49
i
.] vrrwev sowca
02 , P $ 000.480
='•0003195036 APR 092015 p
CITY OF MAILED fROMZIP CODE 55317 z
CHANHASSEN RECE'vED
7700 Market levard APR 2 0 2015
P.O. R, SSEN
rR `,ys o,5 a 55317 Cm OF CNANHA
C
\\N\
Disclaimer
This map is map is a compilation
recorded Pti�il��A6 �0 \\\
as one. This ma is a com ila[ion c` � \ \
county, state and federal offc- iG
be used for reference pu 'i-Z c � S, .'ic
Information System (GIS) r. NS- v p,1\\�\\ ..y does ,�
not represent that the GIS NO any other
purpose requiring enacting rt, ,y1 �\,,� precision in the
depiction of geographic features I ., please contact 952-
227-1107. The preceding disclam \��\ .,.nesota Statutes §466.03,
Solid. 21 (2000), and the user of b a G • \� ,net the City shall not be liable
for any damages, and expressly wai P .0 agrees to defend, indemnity, and
hold harmless the City from any and a ..ought by User, its employees or agents,
or third parties which arise out of the us , accell"OV a (y 1 3
S vvv______ err✓
JAMES F SAPIENZA IRA
PO BOX 1409 a rF
ELYRIA, OH 44036-1409
))nl�l�l,l�r),III)�Irllhrlllfl��)Il�lrllrr��rr�rrin�lrllrrrl
Notice of Public Hearing
Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, April 21, 2015 at 7:00 P.M. This hearing may not start until
later in the evening, de ending on the order of the agenda.
Location:
City Hall Council Chambers, 7700 Market Blvd.
Request for Rezoning approximately 14 acres from Agricultural
Estate (A-2) to Planned Unit Development (PUDS,
Proposal:
and Site Plan Review with Variances for a 33,000 square -foot
Childcare Center— CHILDREN'S LEARNING ADVENTURE
Applicant:
CLA Chanhassen, LLC
Property
Northwest corner of Highway 5 & Galpin Boulevard
Location •
7750 Galpin Boulevard)
A location map is on the reverse side of this notice.
The purpose of this public hearing is to intbrm you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
What Happens
public hearing through the following steps:
at the Meeting:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans on the project.
3. Comments are received from the public.
4. Public hearing is closed and the Commission discusses
the project.
If you want to see the plans before the meeting, please visit
the City's projects web page at:
www.ci.chanhassen.mn.us/201"9. If you wish to talk to
someone about this project, please contact Bob Generous by
Questions &
email at bgenerous(oici.chanhassen.mn.us or by phone at
Comments:
952-227-1131. If you choose to submit written comments, it is
helpful to have one copy to the department in advance of the
meeting. Staff will provide copies to the Commission. The
staff report for this item will be available online on the
project web site listed above the Thursday prior to the
Planning Commission meeting.
City Review Procedure:
• Suklivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Imenm uses, Welland Alterations, Rezonirgs,
Comprehensive Plan Amendments and Code Amendments require a Public hearing before the Planning Commission. City
ordinance, require all property within Salt feet of the subjem site to be notified of the application in writing. My interested party is
inrjted to adlM the meeting.
• Staff prepares a report on the subject application Nat includes all pertinent information and a recommendation. These reports are
available by request At the Planning Commission meeting, are will give a verbal overview of the report and a recommendation.
The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the
public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify
wholly or partly the Ptannlrg Commission s recommendation. Recomings. land use and code amendments take a simple majority
vote of the City Council except rezonings and land use amendments from residential to cornrrrerdagindustiial.
• Minnesota State Statute 519.99 requires all applications to be processed within Slt days unless the applicant waives this sta dad.
Some applications due to their complexity may take several months to complete. My wrwn wishing to f tl an item through the
process should check with the Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood sPokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged M
meet with the neighborhood regarding their proposal. Staff is Aw available to review the pno with any iMa 9d pason(s).
• B uw the Planning Commission holes 91e Public lvanng. the City Coumi does not Minutes are taken cad any wrraspondence
regarding the application will be induced in the report to the City Council. If you wish to have something to be included in this report,
lease contact the Planning Staff person named on the notification.
SCANNED
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division — 7700 Market Boulevard
CITY OF CgANgASSFN
Mailing Address — P.O. Box 147, Chanhassen, MN 55317
0
Phone: (952) 227-1130 / Fax: (952) 227-1110
AGENCY REVIEW REQUEST
LAND DEVELOPMENT PROPOSAL
Please review and respond no later than the review response deadline
Date Application Filed:
Agency Review Request Date:
Agency Review Response Deadline:
1
3/20/15
1 3/23/15
4/9/15
Contact Information:
Robert Generous, Senior Planner, benerous@ci.chanhassen.mn.us, 952-227-1131
Planning Commission Date:
City Council Date:
60-Day Review Date:
4/21 /15
5/11 /15
5/19/15
Application:
Request for Rezoning approximately 14 acres from Agricultural Estate (A-2) to Planned Unit Development -Residential
(PUD-R), and Site Plan Review for a 33,000 square -foot Childcare Center on property located at 7750 Galpin
Boulevard (northwest corner of Highway 5 and Galpin Boulevard - PIDs 25-0101800 & 25-0101810) — Children's
Learning Adventure - Childcare Center. Applicant: CLA Chanahssen, LLC Owner: Americana Community Bank
Planning Case #:2015-09 1 Web Page: www.ci.chanhassen.mn.us/2015-09
In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would
appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and
proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites,
street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written
report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and
City Council. Your cooperation and assistance is greatly appreciated.
City Departments: Federal Agencies: Adjacent Cities:
❑ Attorney Army Corps of Engineers ❑ Chaska
0 Building Official ❑ US Fish & Wildlife ❑ Eden Prairie
El Engineer ❑ Jackson Township
El Fire Marshal Watershed Districts: ❑ Minnetonka
El Forester ❑ Shorewood
El Park Director ❑ Carver County W MO ❑ Victoria
21 Water Resources ❑ Lower MN River
❑ Minnehaha Creek
Adjacent Counties:
Carver County Agencies: 0 Riley -Purgatory -Bluff Creek
❑ Hennepin
❑ Community Development Utilities: ❑ Scott
❑� Engineer
❑ Environmental Services 0 Cable TV — Mediacom School Districts:
❑ Electric Minnesota Valley
—
❑ Historical Society
0 Xcel Energy ❑ Eastern Carver County 112
Electric —
❑ Parks
❑� Soil &Water Conservation District El Magellan Pipeline ❑ Minnetonka 276
❑� Natural Gas — CenterPoint Energy
State Agencies: 0 Phone — Centuryl-ink Other Agencies:
❑ Board of Water &Soil Resources ❑ Hennepin County Regional Railroad
❑ Health Authority
MINLandscape Arboretum
El Historical Society ❑
Natural Resources ❑ So Transit
El Natural
-Forestry
TC&W Railroad
C&W
❑� Natural Resources -Hydrology
❑ Pollution Control
❑� Transportation
SCANNED
CITY OF
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone:952.227.1100
Fax: 952.227.1110
Building Inspections
Phone:952.227.1180
Fax: 952.227.1190
Engineering
Phone:952.227.1160
Fax: 952.227.1170
Finance
Phone:952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax:952.227,1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
Planning &
Natural Resources
Phone:952.227.1130
Fax: 952.227.1110
Public Works
7901 Park Place
Phone:952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Website
www.ci.chanhassen.mn.us
MEMORANDUM
TO: Bob Generous, Senior Planner
FROM: Todd Hof&nan, Park & Recreation Director///
DATE: April 7, 2015
SUBJ: Children's Learning Adventure Childcare Centers
Northwest Comer of Highway 5 and Galpin Boulevard
This property is located within the park service areas for both Sugarbush Park and the
Chanhassen Recreation Center.
The subject site has access to pedestrian trails located adjacent to both Galpin Boulevard
and West 78o' Street. Well -planned pedestrian connections between the subject site and
the Galpin Boulevard trail should be included in the project.
PARK AND TRAIL CONDITIONS OF APPROVAL
No conditions of approval regarding the city's Park and Recreation Comprehensive Plan
are being contemplated for this submittal.
g:\park\th\childrens learning advent=.dmx
Chanhassen is a Community for Life - Providing for Todayand Planning for Tomorrow
5 Roseville, MN Weather Fo... w Bid Letting Home Mn-DO... n Facebook , Project Information and S... 6 Mn-DOT Bid letting - AAS_. Li Hiway Federal Credit Union d' UMART O Mn-DOT Trnvih bdwnw-
d5 Search Sketch
Share 4, v Reset j ,j Print
Jump To:
F+ ASSETS
ACTIVITIES
I+ FLOODING
NOISE
I= MAINTENANCE
TURNBACKS
- L PERMITS
(, TOW ZONES
r* SUBAREAS
FS ATTRACTIVE ROADSIDES
7 Barrier Damage
Beetle Release Sites
11 Nox Weeds All
I ;0
7—Nox Weeds 2010-2014
♦ Iui
7 Nox Weeds 2006-2009
0
.... ........ ._ .. .........
ORVW
LakesfStreamsfFens
A
1 Roundabouts Maint
'0 01
Roundabouts TIS
,0
Lat, Lon: 44 862883.-93.580375 USNG: 15TVK5414867082
1:500
,kin%
IN. WALK AT
B DL PAVEMENT 6 DN. PAV'f.
1
I
9 9
I
1 I PAVED 4 IN. 1 I PRIVATE
4 DL WALA ALLEY WALK PRIVATE DRIVEWAY 1,
WALK
0.015 FT./FT.(3/16" PER FT.) TYPICAL 0
1/4" R. TOWARD ROADWAY
I VARIABLE WIDTH 0 I
SECTION THRU WALK
ca
1/4" R.
0.06 FTT.Q
PLAN
CONCRETE WALK
HALF PLAN PERSPECTIVE
2 CONTRACTION
JOINTS
4 IN, WALK
PROVIDE INTERMEDIATE
JOINT AT SQUARED END
IN SIDEWALK, WHEN
SIDEWALK IS ADJACENT
TO CURB AND GUTTER -
q9
4 FT. MIN.
0.02 FT./FT. 1/4" R.
/ •.. MIAX16KIa
u•
1
SECTION A -A
CURB RETURN
4 DL
T'
W
a
NOTES:
SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR
GEOMETRIC DESIGN OF ENTRANCES.
WHERE THE MAX. ALLOWABLE ENTRANCE GRADIENT
WOULD BE EXCEEDED, DUE TO THE POSITION OF
EXISTING WALK, THE WALK SHALL BE REMOVED AND
REPLACED, OR THE PAVEMENT WARPED TO PROVIDE
THE REQUIRED ENTRANCE SLOPE.
SEE PLANS FOR PLACEMENT OF WALK AND
DIMENSIONS FOR CONSTRUCTION OF DRIVEWAYS.
NO DEDUCTION SHALL BE MADE IN CURB A GUTTER
FOR ENTRANCE.
(D 1/2 DL EXPANSION JOINT. 1/2 IN. PREFORMED JOINT
FILLER MATERIAL, AASHTO M 213 (REQUIRED WHEN
2 CONCRETE AREAS ARE POURED SEPARATELY).
(DI/2 IN. EXPANSION JOINTS AT 60 FT. (APPROX.)
MAXIMUM INTERVALS,
03 MATCH INPLACE DRIVEWAY THICKNESS (6 IN. MIN.).
O4 WITHOUT SIDEWALK• PAVE ONLY TO THE END OF
CURB RETURN WHEN ENTRANCE IS UNSURFACED OR
CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT.
05 WITH SIDEWALK, PAVE TO THE BACK OF SIDEWALK.
PAD) FOR AS CONCRETE DRIVEWAY PAVEMENT.
© CONTRACTION JOINT (FORMED OR SAWED).
QT EXPANSION JOINT NOT REWIRED IF ADJACENT
SECTIONS ARE POURED MONOLITHICALLY. SEE
SECTION A -A.
08 SEE PLANS FOR PLACEMENT OF PED. CURB RAMP.
Q9 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE
APPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH
15 FT. BETWEEN JOINTS).
® THE MINIMUM CONTINUOUS AND UNOBSTRUCTED CLEAR
WIDTH OF A PEDESTRIAN ACCESS ROUTE SHALL BE
4.0 FT.
© SEE PLANS FOR PROPOSED CRDSS SLOPE OF THE
PEDESTRIAN ACCESS ROUTE, WHICH MAY NOT EXCEED
0.02 FT./FT. AS CONSTRUCTED.
APPROVED JULY 25. 2011 1 STATE OF MINNESOTA SPECIFICATION I STANDARD
— DEPARTMENT OF TRANSPORTATION REFERENCE PLATE
CONCRETE WALK & z3o1 No.
fSTeSTATE25311 DESIGN ENG CURB RETURNS AT ENTRANCES 257035N
MnDOT — Metro District Planning Section
Development Reviews Coordinator
1500 West County Road B-2
Roseville, MN 55113
3. One (1) compact disc.
4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to:
ftp•//fto2 dot state mn us/nub/incoming/MetroWatersEdge/Planning Internet Explorer
doesn't work using ftp so please use an FTP Client or your Windows Explorer (My
Computer). Also, please send a note to metrodevreviews.dotAstate.mn.us indicating
that the plans have been submitted on the FTP site.
If you have any questions concerning this review, please contact me at (651) 234-7784.
Sincerely,
1
Karen Scheffmg
Principal Planner
Copy sent via E-Mail:
Nancy Jacobson, Design
Hailu Shekur, Water Resources
David Sheen, Traffic
Clare Lackey, Traffic Engineering
Tina Markeson, Roadside Vegetation
Doug Nelson, Right -of -Way
Buck Craig, Permits
Tara McBride, Area Engineer
Dave Torfin, Surveys
Bruce Wetherbee, Surveys
Russell Owen, Metropolitan Council
Roadside Vegetation
It appears that all of the plantings will be off MnDOT right-of-way. The trees and shrubs
that are planned to be adjacent to the TH 5 Right of way will likely survive the roadside
conditions. The planned planting of Swamp White Oak may interfere with the overhead
powerlines, which were not shown on the included plans. If the trees' canopies will reach
the overhead lines, the oaks should be replaced with a tree species that will be shorter
when mature along TH5. The planting plan should be approved by the Chanhassen City
Forester, Jill Sinclair.
Please direct questions to these comments to Tina Markeson in MnDOT's roadside
vegetation unit, tina.markeson(astate.mn.us, or 651-366-3619.
Water Resources:
A drainage permit will be required. The proposed development will need to maintain
existing drainage rates (i.e., the rate at which storm water is discharged from the site must
not increase). The City or project developer will need to submit existing /proposed
hydraulic computations for both 10 and 100 year rainfall events verifying that all existing
drainage patterns and systems affecting MnDOT right of way will be perpetuated.
Drainage permit application can be found at:
httn://www.dot.state.mn.us/utility/filea/pdf/nermits/drainage-form-complete pdf
Please direct questions concerning these issues to Nicholas Olson (651-634-7542) of
MnDOT's Water Resources section.
Permits
A short form permit is required for the water and gas connections if they occur in
MnDOT R/W. Permit forms are available from MnDOT's utility website at
www.dot.state.mn.us/tecgW/utility.
Please include one 11 x 17 plan set and one full size plan set with each permit
application. Please direct any questions regarding permit requirements to Buck Craig
(651-234-791 I or buck.crai¢QsUte mn.us) of MnDOT's Metro Permits Section.
Review Submittal Options:
MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in
electronically can usually be turned around faster. There are four submittal options.
Please submit either:
1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at
metrodevreviews.dot(a)state.mn.us provided that each separate e-mail is under 20
megabytes.
2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will
expedite the review process. Plans can be sent to:
Minnesota Department of Transportation
� Metropolitan District
OF ', -Waters Edge Building
1500 County Road B2 West
Roseville, MN 55113
April 9, 2015
Kate Aanenson,
Community Development Director
City of Chanhassen
PO Box 147
Chanhassen, MN 55317
SUBJECT: Children's Learning Adventure Childcare Center
MnDOT Review #S 15-015
NW Quadrant of MN5 and Gaplin Blvd.
Chanhassen, Carver County
Control Section 1002
Dear Ms. Aanenson:
Thank you for submitting the Children's Learning Adventure Childcare Center site plan.
MnDOT has reviewed the plans and has the following comments:
Surveys:
A dimension is missing on the northwest quadrant (TH 5/Galpin Blvd) sightline. The line
is graphically the correct length, but there should be another dimension of 51.22' at the
sight corner or show the total length of line as 103.69'. A tumback has been completed in
which, Mn/DOT's right-of-way crosses Galpin south of the proposed entrance. MnDOT
no longer own right of way adjoining West 78d' Street and this property.
If you have any questions regarding these comments please direct them to Bruce
Wetherbee in MnDOT Surveys at Bruce.wetherbeeQstate.mmus or 651-366-5176.
Design:
• MnDOT Highly recommends using Standard Plate 7035, Concrete Walk & Curb
Returns at Entrances for the access along Galpin Blvd. This detail provides
guidance on to how integrate ADA concerns into the driveway. See attachment.
• MnDOT right of way has noxious weeds. See attachment.
• The proposed grading ends at the MnDOT right of way line. Consider a setback in
order to complete the grading while still staying within the property limits. Show
the MnDOT fencing on the plan and add a note to protect it.
• The pond side slopes are steeper than 1:3 and start immediately on the other side
of the right of way line. These slopes are not traversable nor recoverable by errant
vehicles. The plans need to indicate how far these ponds are from TH 5, whether
or not the ponds are within the Highwy 5 clear zone, and if the ponds are wet or
d'y.
Page 1 of 2
From: Machemehl, Linda KIlmda.k.macherield@xcelenergy.mm]
Sent: Tuesday, March 24, 201510.24 AM
To: Meuwissen, Kim; Generous, Bob
Subject: RE: City of Chanhassen Agency Review Request for Children's learning Adventure Childcare Center
Kim;
Xcel Energy has overhead transmission that follows the north side of Hwy 5 and then rum north south along west side of this property. Xcel Energy has a single phase underground
primary and a single phase padmount transformer on the property. There are no services any longer coming out of this transformer. It could be used to serve a temporary during
construction H needed. See map below.
Linda Machemehl
Xcel Energy— Responsible By Nature
Designer
710 South Pine Street, Wacona, MN 55387
P: 952.470.3321 C 612.718.2390 F: 952.442.55%
E; Linda.K.Machemehl(Oxcelenergy
XCELENERGY.COM
Please consider the enviromment before printing this e-mail.
<
a
�y1
I'
O
1
t y
,m
tea,,
px
y
Too a
4
�O CO
From: Mevw7ssen, 10m frruvlm'k - Chanha.
S., MorWaY, March 23, W15 1:23 PM
To:'Kate Miner'; 'chentge Cdco.carvermn.us';'jennie.skancke@state.mn.us';'tod.sherman@dotstate.mn.us';'meliss .m.jenny@us m.army.mll';'cbleser@rpb-wd.org';
'cttwmpson@mediacomcc.wm'; Ma&r, Linda K;cherie.monson@CenterPomtEnergy.Cam';'Maureen.Amst@o wrylinkmm';'brLM .sudheimer@renhxylink.m ';
'randakolson@cen W rylink.com'
Cc: Generous, Bob; Mohn, Jerry; Fausk , Alyson; Littfin, Mark; Sinclair, Jill; Hoffman, Todd; Jeffery, Terry
Subject: City of Chanhassen AgerKy Review Request for Children's Lexming Adventure Childcare Center
Development Pan Review Agencies:
please review the attached request and respond with your comments rw later than Tbursdw. AMU 9, 2015 to:
Robert Generous, Senior Planner
City of Chanhassen
M Box 147
Chanhassen, MN 55317
952-227-1131
file:///G:/PLAN/20l 5%20Planning%20Case sl2015-09%20Cluldren's%20Lesrning%20Ad... 4/ 13 /2015
�0. V /
....
... ..........
f
... umwo.Eiwo
/..
...
.. 1
...
...........
'
^
... .....
/....
..
..._....
.
O_—__ ------
Q
V
0 6
0
FA
rAr�,P* l+fir
EXISTING
PPOiEPry xJxJxEM
WNCPErE
CONCPErE CUPP
EENCE
wENxEso accrxs
LwoawPOPxo El£CrNIC
umEPProuxo rElEPrgNc
wxiEP
Pas
sexnxP. sExfn
Px+.r oP.ccEss
EIEC CMEiFA
E.TZ =
atcr wnnaE
PowEP �E
GENERAL DEMOLITION NOTES
N
MD HR
V� JNNn YFxNhF
WlE VKVE
UiO16VSIN
GICHPMM
uPrt m
TV A
iaEAY.Mt WHIOLE
iaan�ort am
ware..wlore
srrtPPr uva.oFE
saa wv..ue
IX CprtPM
P.SRrt 6EV_PVirEA
a. sPm aEv.
w r�s..�sw»iFw msrw.ea sv... reawv�Ev na sraovu merw�
s ya
0. OTlINC%Sx41 BE WSGCr{iB1E[Cq g3eJrN CS ME EziSTxf. Sige-NRt RAlEO
VwG VxaFaOuro 5lwvo[ iwxs M9 wr omsF EMINIMP I4Rh£YEx19 A5
NOIEO. aFE SrtENqutsRa.KPrlY6.
.. �^.nrsra PEVavE.woo®c�cE.xi oEws a�w wxoonoawiews
•mx waxros.no �n oonnuxaiw.vxs oi.auwu, x
.cmaxxf wm xi � s-.reuam eau aEa..rnaoo.e..ln xo�
o.Peroxs
o - mnwnmaxi r.Fx w. xcunvaxEasvm roxwowa�n
o nr¢ roww�.rwv�..sa..a mELwr.r:�wwwvaff ma moecr. na
wriuc•oP xta eE ren smr Pmwaae Ea un nxxza io rEa raxw rt
wes.xros avw w.w na oser.wivx woes or ms .maa.
s.HiFFP �fxrnEa .a.oim a nasE ww a u+En ox PEwos a ire w.o�s xvn
awes wo w�ea rt�e. rue.arxrs rxm, x*ra aan. irasraw.rwa
rm�3E P91®w a ®a Eon ox rowere nE wlmxaon.m vu nE
vrun mi....r •i .sNSF . xous aeaa.xv ru..na ro PEao
s>av-rran mnwarxwre. rtswueE�Pveaannry nammweearo
.sour: a srn.o ururow.woawmrwmna wc®rroeenavcwl.
urvrvs
/1`It
0 DEMOLITION NOTES
- 4i
.. E. . ca n
,E`'a.cFri.'irw"-'s�u.vn>.�w-seE,.
.w ImToIC x..w
5'0 -J. ;Ci e>x0.1r YO G.uHB.��axJ�4
5'L NOikR F45Tu34RClYYS AWK`FPRS Wx.xG 1E4PVJINO fOHIxCIG PU49
rU OM.M['.%SYMl WA' gn.1E KLESIh Ra.OVN v.TN nLREt9gF
pE wa
❑ DEMOLITION DETAILS
w. iaEEM �"iq.. ssE wovlss u.ku
• . ADVENTURE♦t�, �*t ��'+t die �� t •
33,032 SF
♦itiiii�v�t4�i�i�iii�i,i1.�•�' ►i�,i!i♦, ii�iA�t +�*itiii�+,�t�iiiiiii♦u�!iiii*iii�.�t+ice!�®��.« +♦���A�rUi+// /I.,-:*�.i'/ �/�/��t�t///+fi/t /�t�d t / //�'/�t�.!.� /+tV�
•�► tt ��f���S�,�l�;�t=♦fit♦tt�
�CoraEngineening Associates, Inc.
i
0 0 ® ®�
GENERAL NOTES:
I
4
L I. tiY. Tr. �IYrN
j-
y9O !'•'.
i t lYr r r r.ar ,sr rr rr. I Cq w ..rY.r ry
MN�OOA' AIY� t1O a1fKT m.w xf/,t: n[ G11 .T (a1) .N-9! !IY tl
\ j
6a \
aa3w re.rD b r.wr w Y it c rr r ter fir
Yv.r tY Ys. eFr.-wri a0.mlee=r .r.. r� ins
,
6 1.. • W r 4 rw/ arw rrl . rl PNy, r!M r. w 0
b
Kn/A01 /Y.1rY W. �r ..✓r. raY w Pr.a nrlbrr r
� I
T.YLe.gr r.Y. Fyr.rYwelaw Wow vent.
�" I
W IIM.rY r Ir i >wn . r.b/ y Kn r i1CYt
l Y �y aY wA l Yes rr Yla Y b.eras Mb r w
rlel..Y r Ile�r aN r
a tre b w rwrrY rrr r r.brY. Y F w. r rra
� f1r- .
a��rrn.rY.r=ebrwr rFrrFr rwr
�+r. +w.� sr. r ..w ...Y. +z Y•n. �w1w1Y . 4/���t`
a •.. r a rrrr. .r.. r.r. rr a rr rrnYr r errt � �"
u rnrw+r rr .r.wrrrry rr w. rr rr.
-
.Niebr�l. n`�raw M +�+ nW irr��l ► rr i�s td ^ r �..c r a.
a sa. r. a rrr r.er r..Ye rr. w rrrr r r.rw..nrr laWr"
a M mb Fi7 w r}.I P.ry wr r .Y F rr1 IIF�' cry.
yrY .Mb r .l r cry �r TVrl.r1Y. b .Y e!/. gyI(N 1nYrMw
a Orr e�rr�rr}6 r4 r.grrY r.�wwr pnl
rr wrr rrr�..
VICINITY MAP
LEGEND
a
PI'wrr Nonemed
cawr.
laver O+p
---
Frw
Ovr.e Ya6k
0
sew"
��■
seeer
BBeelVl. Yr
O
Wigle
y¢
•
P.
iY.r Pal.
NYr6rrM creole
•
Dar Vra
•
G41Jsr
■
GM Y.eb
®
K lmunit
j
lWd e,e PW
O
Dw Y. r
Trplw. YaYY
T.W.te,r
•
se,nt llwe.l.
•
Seim Y.rlel.
•s
�.
EAW Yabr.
[reap
wI41W;
x LSLirG
Edrey Spot Be.elbn all.
SWV
x 9]4.5
Er.Dq Spot BMw
60 30 0 60
Go 180
6CALE IN PEET
era. mwp�—
AM
a Nawtn eat
��
1!J
I /
I aan...511/a9lay.l �•/I ��
I •�. am li. as 7 0�...T'
I .Yt�i6a ue v'
LEGAL DESCRIPTION
n \ Irr h
\ lr rlrFWO.IrrrW OrrrllY.q 1FMYM
� J r��rFra.rrrrrlrr M;F�wr rrr r.wrYel�l
1 rl,mw Kr. rlrrirl lewarrarFyrr
J •s �.r`r.. �Mr.r~aaw� ee.ea� r� w�uw .,veto veer
UIL
"y' . ,;t / ' `,, : rl%I°+.1 � .{' =. tom✓
w
oawe twos[ a loop[ seers
UNPLATTED
r']\ p ors r• 1 ryw a rYAr w brr rt r. rl y r r F
I 1 yy.. wr r aII YN Y F .bI r MrMe
SCALE: 1 /NCH= 60 FEET
. sr�r Y s.w r . waY. w coon mnlla.f w
/ 1 tw aslr ar wT cur w trill lure . e..eeYd r ilww rr
rrw
rFyrlsrrWrlb l4 Frrarr�r HY.r
` te..l r.abiebFL raFyrrwW rVr
Y • �1Yr� r. w.l Tr�y�Y�rFrrY.vwa l.,u-IYN .I M.r n.rr
b swb y. Yw. r 13H K b w �,} .r,t Y rl ry,1-M-q r Mis
Y• F\.Ia.rMr.�wN ar y. W.r]Lfi
Y r �-I-.w r Fr o w eaao K r.. • .srnrw b r
w� r w yi,r r��_. �..� uxN w r . REVISIONS
a
.! r Y abb.rl Yr r w W yl. r files 14 T.anY Ile
a. r� Irr.L rwr . araO.K r rYw A La.Y 1K
.rFW r.rYY rdlwq rwwwr.r Ww Aral
n.r,r es61y mr 6a.....% pew y
yrrt euvr-and uwrl i dyr
wrier taut sun rrr the r.e
♦_`.
�`
��T
Ylneato Rail. a M
,6Iwtnnn�la�����A..�����Ne�Y����2
yW
De•aa
\
/.(./�e?yf
Kali6 n.i
eeelee
N
T e
ALTA LAND T17LE SURVEY
C•�
/
WITH
TOPOGRAPHY
.'
/
NOTES CORRESPONDING TO SCHEDULE B:
For:
/
• {�
pp raw. r rrY Yrrr r wrr Y r r Fr. r. ti
if..r.r�rw..srserlwir.rarr.r wa.lrrn
f
Im r rrr a »x . D...re Y aw Y r a r ar rn. s (Nrmn
CHILDREN'S LEARNING
noon. w sxw a awlfi
.11,�y�I . rr Y.rlwr r rrer r rre.r rr IYrwI>4 aw r +eaey
ADVENTURE CHILDCARE
�
1\ i0al r rrr Y talaR
y
u ter r srr. r rr.re KwrM att+.lr .err war a nn r arrr ¢
�
1i, . ter Y and OwF'awR WTaY/
rr.t r raeY rr+.F r rrrr Y Yr r rrr. ra /�
Y Y>•i W 4s.r aq
j
e K� Y r...rw r.11t r e••N
a w�Leris.r r,�dYw.rrwrrry.rrr
blerrr blairY� r
SITE:
r. w a�rir �r A cart b. r rp rr .al rY
than w•an. a ear w awry
f�wr Yr.rrar.rrrrrrW rysr.rr
�6.
r r.ra�iir st an. r ur 1a sa . a.r.t r e® r
rr ter.. eellwwr rile. r.rr 4ewr rrb
.O
Ilr . Y0Yeeve- Zn,
q
lo-l. waul"'M
T50 GALPIN BOULVAD
6wVT
er trr r+rr 11 wa r err
CXANHASSEN, YINNESOTA
r`, rye � 14 a1; rFM)4 a14112 r
YI'
Mal
CARVER COUNTY
wr l.r4r .rr. r e.wr ti lr.. r rr bo rr w tan r
Nnav�rwlaa
r 0a O�rbrr
rrn
rA.'ls.rD�ary
rerr�r1 M113
Y�e�yr ,Yr
lrYY l r.�♦
C 1.e.MrYlaliWRw Y .arrlel.
�eeD.a
_
Oamo roan. a saw w [veep
-
HARRY S. JOHNSON CO., INC.
—'^
LAND SURVEYORS
—
-
9063 Lyndale Avenue South
Bloomington, MIN. SM37
Tele. 952.8$"Ul Fax 952d 534a
.wvr.Ml.urveyan.cwn
STATEMENT OF POTENTIAL ENCROACHMENTS:
r...wrr rrryr. a..r.rb..raver w...eb r. r.ap ..r.r
1-3-8361T
I
,e�
2014531
�:
L _
I EXPLORERS#]
L—
-
'-
---U 33y,- YR
25
CIASSILAL OPNCE
]m sQ FT
109
i�
1051 SO.
L___
A
33 -
1®
ram,703
-o
SO FT
#ibM rw
■■
ri ■■■Ifil loom
■■■■
11IIIIIII
aVYl1
UZTMZV�ALTI
1052 SQ. FT. t05
MM jM
FOOTPRINT INCLUDING
BI1MP-0 SANDARTICUIKFON
33,0145E
FOOTPRINT OF MAIN BUILDING
WA11532.89050. FT.
NOTES:
1. THIS BUILDING WILL BE EQUIPPED
TNROUGH WRH A FIRE SUPPREW MI
SYSTEM.
2. THIS IS A ONE STORY BUILDING
MAIN PARAPET HEIGHT.25
FEAWRE PARAPET HEIGHT: W-9'
FEAWREROTUNOAHEIGHT W4F
EXPLORERS#5 L--�
F—IM-1
701 M FT.
EXPLORERS 46
33YR
4
100 SQ. FT
THE READING F
3 12YR5
1 trI
1050 SO. FT.
KITCHEN
301
co,gryp o
IMAGINATIU IS
fit1��
401 SQ, FT.
VOYAGERS#1
16 mon-3]m
491 SO. FT.
OT T
e
T
VOYAGERS
16 12
12
490 Sp. FT,
EXPLORERS #1
33m�5YR
7WS0 FT
ART ROOM
Ito
1050 SQ. FT.
PKMRE PARADISE
122
1063 SO FT.
.J VOYAGERS"
16-
15
530 SO. FT.
VOYAGERS#4
16-
16
514 SO. FT
5t380 FT.
VOYAGERS#6
ne
513 SQ FT.
C
I JI -" —
a
--LORERS#2
&&&,
R
119
TOOSQ.FT.
I
__
EXPLORERS 113
L
20
701 SG.
OT T
EXPLORERS W
��.H,�-.yyyy�1
M-n
SO. FT,
SB SO
M^
A
1
FOR APPROVAL
3118/15
FLOOR PLAN
c
@Mm@@
10R7WAT1OHROA3
ST.LWIS M0 W13]
PROJECT
MANAGERS
W
Z
W Cn
IY <
Q F— Q
z
Z U z
Z
W
LU
Q < In
J U x
fn z
Z = U
W U
I' r
pya{Eo: },¢�.Mi' E k NMLFNE BENT!
UNPLATTED
fl
STREET •
Q
m
N
m ,m
EXISTING
s enoEemwE�Y^
Q
Xi0"•�,x v.+x v�
---1 mr+flr
a
cvrt vuve
oyp�Eaw
a
urwe'-s:n.
--'•---'.— reLE e
s[c{nc
O
CVS IGi9,
up�,M*EtHWE
6
•
gBO
-�--- w�iEn
xxTe.uW+a.E
'—_—o—
i
sWnmww+
v�immaexe�
g('1Y IWPCIE
wlwraaa�+
_�„-
Ez mown
O ev�raF
6
asap
�__ swYiwY
mma�osiE
rmwar,Erfvca
ILA
pgp®ryNTa,E WPOW
iVaClall! IWT YA,,. IT MYIK
..� IOR6
MWl1. W r(ilttl
YA!
4.t0rtY
�M Y rUlllr
aR l\M
rCrIVYN, w 14119r
a
6N1r
Prr,.Yswsa.Y
• ppWIIW W fGtr9
QRM
Y fWI9r
61,.W
IOYrAMMR
a �� rrwa
pNNBRKiPE6
Iml @IMf. /.TNMIK
�Ivi M016
Y,�if' W!
IIYmW. Y f(Lrl1
n
WAI11
'w�Yr�t
n .rY asraR W, w rrrrw
stix
,e �Nar+rwe w rrrra
as wr
a � ywn �n w rtraa
cw.w
_• esw�-
,o�ceeranm>m
Associates, Inc.
Engineering
\vwnaov
ocwnnY
-
o+,�srro
,eurmnonr^W
xsowr_....se rm rnruw+n
FM
LEARNING ADVENTU
1
CHILDREN'S
MR 07 M uu-rr+s.w a NOWAY
�
�„
\.cw,of+rW
owrwiwE ev wrE sa
Y
a.w� voW
OVERALL LANDSCAPE PLAN °b
Ee
- C
Lw het'.below.
�hefore you Ag
.-..n..n .an•. rc WF\
GENERAL EROSION NOTES
GENERAL EROSION NOTES (CONT.)
n. nu aoxrwna¢ Rro slEaunR¢rcls w.vu® nnr •row oreN
Rxunwx rmalrrww sn.0 omnx n arr A Lre mar wrm Ruulml
a. ou<ro *xE awoE auxaEn aanxo rA Awawelr w LFE rno8cr. rA
rA.aron ux ra rxE srnrt a Wwaxrs o.uw r¢dmwr
coAR.nox avu A Fw noxmro lA aaaall mlwm.
ar Fe a smw swza. mcl ro rFu nFna.- FwFa. F.o
aeuwFE eww.ra snrW aEAw Fwe nfvEs Berm no ercwE
IxEwrlxrla,xxrars.
s oral.aum1.
• rF4 19FpWn ✓MWK HO 6raM3E MFA 9MLL niYl E Y6E') .V LK
�l 1NFFRMMLT Vw �Blr pFMwF I4A f1R"FH
R xiL6F-92 CP81CR.+CN9WIESFA®nLYf 9U0'fIC-wRwL
wx. ,F6 r11lES 9.C6NI1a lF rir06 FOI flail rW6 f NLI.
wF/If
IAA 90 II4 �LaGI•r� �rYE FngJ16. Vi6 iW!'HB IID
WaIRaC,xx: MO R/IaB.T 6 3wx9 6 BIIUIlIIa9 MV W =P KUC
@S14CrIGx
lq£1 FKAm6 E4aT K/.iYM6 9r11 BF Ll%YrWIEa Nile TF
aMIFN][p6„utrlp: NYMGEn.
S=M E,gpy M.y rywpaflf COII,nI.EU w.9O,i SVmFxI W •n.,
c. Ialw.Rww.irn moxrn.E,E mucw..exlaEau.'Ixc. EaAVEm clFnxwc.
ELCI sN4i BE aC CSEO Cf w x Tui vIE`rt,:R <TIIII.Cr BFfRFN
rA.or wRwxaam axrAacvi.
//
1-T I
,xEsa va"ws.Na mar WiFn .,.. wszwmEOFwv-Ams.
-
r all rA vra a ,nr. AN....w�a` a:FFCEFI a na mFlss
;/ /i
/
n �n ��nn�.iur eaw,m �liw uoawwwa
V
E um ax rvF art uw;AcaxlRa'Eemsewrmoramaw lArsw
rrE mE rA usE a vcraR aus .la erlel Avnavu anon w roa
LNWSPoN POi&.MMY9I:MI Vfi41YJR6P� .
r. xowmlul,rrW, aFw.Awmxm suw WrEwss awu AVFcxwxEo
wra o=II W A urns o, oroE w rvF snA
c. nu craw oia wumxw wEswna EanixFs �lw OR rNE wx.
wo r -A srw W,an maunloN.menlax r..w, a1lu A _^nrzo u
sacra w«nrnrc
x. o¢nRfa romvsvari wearEA earsrwcnaxnrnmrwuara Fa
awn. s+nu ee ravor v_ra�mwmmx uwn.
L614%EO AirKq R _ FT-. ECI5IRLCIIM ICIMIY Ywa
FAYIBIIIY arCNED wWL �RAIY{il}/Y rQ�.11FA NEK yWL R
®® rn wrs Lrwl nmu rA ansr mramrlvn a .m
acama r rIFA uERs. _sm m ,A lxorura Puv,
F LA 'sF a onFs •Resew oa r�E arxa c✓.srExalo:
BrIWNLEa fi lar SIR�(18R iO IBnTE TF YVJTV (i aFr (p yp, rKx
w.•v o e IV4�n Ear i�lFroz?o aael�uri rrF�wnwROw.°E^
Mr TM i,lE SFCRIYr 6CR rt 6 UlF® wF ,IE 9R. W..
a UrP63Xlt£Ctt'IPWIEDYTM TE IwWfl a}:SIMid WY14ET
x. ALL rAIBIWS EPIIID. GxY9r9. wI3XE0 CA tMfA'J FCu CtE ,'
iNM.YSW xIO Srgr Lpxxxi yySrRiryT®YFD
C¢VIFr%ra6 (P 61pLIXIMLrg6 r'1 Y 169p6BF
ea.Em M M afl° M� M1B T( ]rtlEP.E T4 SrtE xr.
E1S1E16 3LYFM rwr Wv w.rF CSIrECiFa M T4TPr 4Rf wIN"<
i 9pt SrV].ANa 6 Bm.Ci@ M 11F SIFE S<, Faxg y{yy A a90'C
' la>aawrl r�sEOEfm.
sore¢ s.0 z vm r n mxram mlonlox un"a rvs aRwlla.wzE
a NEacEx lwrrxeewrESlxoErcsax.
a eaNerr ¢ores rE rmwireao oaaEx.ao ux AxwnwmFxaw
rE a Iax vwxuw� wIo Aoun^ara Rmwoo Anrx wo
srEn rs ee/az3w ro.
F Nu•eFawn elosrallrr aclErr maw,ci.FwwxE:wwxAolso.�.
a wmr zo rs le,el FOE srlauNra sr.�aun*w
amrFE wa ri as ouRwxc w+rris .A oavur® w„ ,
lErgllgEi•.N reElniRF awe N.-r n o-3Em o m u�EAwvE,
YENEw0.pEa
r ,--
1
5
C HLDREN'S LEARNM ADVENTURE
SF
FFE FE 96 966-7i75
N,
1
1
1
1
1
1
1
1
1
1
1
sP Jy�
3•12a w 1e5.73 � N
\\ S
\ � E)USTING
\ / 1
\ 'b ' PwRT311Y EOrfnEPrt xro nnr
,`♦ / � _ -. caxcATE uwrxom+uwxxaE
♦ 1 coxclFrE wR• WI I`2ix
f E CFLCH9ySIN
♦♦ I per+ \ aBwelo uEclnc ucrr Eou:
/ IIMOEPGN}IlU E1FCIWC ♦♦ TELE EA i j uaEmRdnotEze.txc .EIEPxolvE uu«nE
c ♦/ _ _ wnrER tEIFVXCNE BJx
i Wxrtrw Awsn srwrtrxr WMF]IF
RRilry NrsEss smr WMp1E
EIFCFWL`MEIEfl IX. I LOTEL AECIAIL B]% IX. SPOT EGVIIER
EIECENC WMFAE IX. SPoi E.
Paws FOIE
6/ PROPOSED
:'/ �—� FI➢Mx/MON9
=f rao oww
/ JR1.6i4NW}Q
EROSION DETAILS
�'� � � Y ,OlErvw. macwlm,iclalulwloE
ll
/ -. 4—OAWaN.V'6l'Fyg
�`. O /� � n rwxnwr vraAa o•ELFwEcrw
$P � i .� w9 rellr>rF,n wa.ec.urvarscnw
1P' r
i � $ n• ax wnam wean
SEQUENCE OF CONSTRUCTION
f
� W I / � � I. Klr.clrzEo� arwxrFr enw¢s.
I / S. RFNC1BiCMM a/.4M6 VOmOMRYFA
.. Q:IrrIVC1 ME SJ iEY3b UT4 R'F.
/ � /f CFM MEAFH LIE 9R
-'I. I 1 6. aFH10YlMa,1E9R_
/ � ` �� _— f ; SryRpNIECr41EF[NAF MMDSIICINE(
,� �� #� � l;n + _� a •�arwmifir"$mmcc iolloEKi�. Area aesnramoa
o.mrt wR wa+a
-# j- I l2 ,' iwlnEie moo•rwr.aifuAwrweerra3wlanrrwwrw.
/ 9 1 i' IS Rtl.E xLL 1fY0.MxY60NLM MO 5EGr1, CCNIRR RVRSfOMIrF },E4mRY4Ea:
/ A
MAINTENANCE
P' " Zs f Fa, rwvxas mnrmwnc eFzml uo sr.e. minrn wn xo xrl<swr ore
8' I !' so > ma mNa rIrtOME sIE .uw"mmo+.o asnu�'i�..mll""mxg1�` Wx�son wu E
"i i i L3�1 I iIE�oF.wssxueem: wn sIwn"#'"eE ��iro°tlRIFF.�'w�.mWni
/ a I
%r 5'O 8• 0 I) Wsl1 sw"�iwEw rvw �ws awnE/a sou eE IFFwlen w IFEvcrn IF rllm ammo
f 97.1.%� �c�% ._//(( ARvdFn Frxav sxowsxwsn Aremuwnox.
1 / ( y5 .� '2Cly i. .�A.as a�auu�s �n'E.wo �aenlpin® +rurnmm s.wo va Wlrxlm.
__ _____ I -, �13.- l 9 ^ �"' fc Aq ar FeFa wuAlWxxmmrl�aeW/mra-anFu+..czo. smrs.i vwi
Ft IN / P y7'p' t' nE armlu"�rA arFeaFf wAwx Anus axFwwroaE+w.ilF rioaw
8 a / � /M �56.s X. t . Q rA malwx wx axmvNza ru, A FUFrIVFn ". awalwEw� wrc«oo"e frw // a ra.cwxo a "ow w wo wra Fxe c walils-acw�nr
��. � - 8]�. � � � urssw oP.A aolamx+n v.rwces nawxwr www.
/�_' � ,IF raFavEr rwfEaxm var�wFw E.r_wlxPrwa000 wl«rlox uu".aE wx
I 'vwaarcwr nawm-rla wr Aiu.E rEraerro o-isswnLxE i"Ivww cwww
1 � acorErtrlE ouva.
1 '—Li 4YS YA'Nli rrW OlrbIYIIN
/ J
I
yy1 ♦I O
Cff /I M
3
I are four!I we Iaw ur ae
Engineering Associates, Inc.
DOCl/AAIAIADV
❑ UTILITY DETAILS
4
P
QETQiE Y�
J -ss N
GNE
EXISTING
vrovEmr Ma%PrMr
1naPv+i
wiE Vu E
' -- '- - CANCPEIF CIII@
GLwPV4N
' - FFwCE
GT0�4N
pu9WFMf1ECINC
Ytirt PL1E
_ _ VNIGigrtO6FCIRC
w4 YE191
._... IICB%iIPM TflHN'JE
iEtE➢XgE 11MIGlE
-- WMFA
TflFNWIE W%
w5
Wi%iEP WMIME
SWRMII StYhN
SVMTMR WA11gE
PA1]OF%6E55
STOPY WN%%E
¢LCIPiC IE]61
0. GY)I!!pF
- El£C]IS 90[
E% 519l EIEV. WIIFP
flECIPoL LLVlg4E
IX.9POT 6EV.
PJAFP FIXE
PROPOSED
'G—
ru �r to
.
HUGE—
Wnun swan mNrs
—UGE&T—
I[ME xo ElscrMun TEIENgxE SEw+a
—UGT—
wgEWmlMoietnX%M aBm¢
—%w—
wATEA]E.
e FDC
Enx=.wrxm orarMria�
GENERAL MlL NOTES
A Y1w.1TAlWE59WleE®wi11I BMx. RNEu,
9. %J 6wXTWn ]EwFA u1Fb AWL6YP]SxrtXT MX. NTrt
[. COxIW.COP S4Ll aW C®%II�3 TO ME Vllln ]6M^ S Vmx
WM¢ui F4Xp1M1G11F6. h
C. Kt FltCfxiC. TE181VE NO MS R1EIEd6 ]V.IICwOE IIfS yMLL H
WM1STFLCIp) T R IIRRY O}ONn SCP%'J1iO6. /1L
dm]NILL V[63WLLR CJOIPx.I®vrtullEL6EiEY1.iFO MNY LpPN/FS.
0. CV6}IKtO'9WLMII STMrt P'MIYN9S NM1IM1S3iBi wWRd MMT'N MK
� T' TIE EMV®1 i1W TE 4ROiYR MIO9PM1 MO
441TP'L tP x.K®IIOIE✓®TMBXi16A
E A Yi ttl TIE �WINCid O° p16M1[CEVW LO NIY TpV qWM. SVYLMY BEWFM1
WX191 YW tll Mn Cf TF pM1 URIi4 TE 011MCTW SWt EXUV1lE, vEiFi u'D
CIY R hE IOMS 6 PMEIO: Kl YMT W 5M5 MO
ExGXL6NG.WJMQwFW4-WlOPI MCPRSf CPiWR LE`MiV6..d
MV.IUR%M1M 9WLZwLf /.INLV V ! MM6NKw LOG%6TX%. %M. CE
EXOMNWIG Mq rt]OlEin] YWL H IBO WlYE86 M TIE ET4M i1Nl ME 6niwL Cq
rAasroXxXEww xarMrwTVI.
E. wma anvlXsvrTMs sIE E�e.%I ®iwasaamc xcsrwros
w.rtM uc vf=E �ow,P sw. E Ms%um veI xru .v. W. ]..rM. aww >�
eEnoM mIw_ M MTMam vel oET W. ®.
Q UTILITY NOTES
- �. ivarc vKW Wo naaar aaoalPwm �].c.WE VKW
I.gE xzcXT6sMFT.
3L IT�nYTa CWe6GT41-wARA .4TT IFA:W.: C(C61
IIC MJ GIE YK'h WRxMMf..dEVKVE E0X 49EE 9EE91xg pxEEi1.
}D uJiHwifx ilMIATBOS.XNI�E�SiX6 BEEi1.
II: II-IRCP%IEF uJ. ]F4MTXTXbI BCGYNi @H �ATEyHT1
]A S^WYEIi EMIR: 91YOlIVI15 ('E .ffi 11651BT
Ll MEi9EO 9i 9IROnIw PM1 XIYlE M16�46T6 MEET1.
M%lEP 1ElFA0EP lOGLl9.45 MO FRlVIGiLM1.
MEAIF W%i(A YEIG IEgILK OS61.
MEIiW MLt(0.0Y MIEiM1El1 (IXAMCX. RIIBI.
iM KMICi COxWLIX%1-SWIMI4RT®xYF IRAL01'.46R31.
].MAPEEwiMO9MfEEnNY1�WVEWWN
pT6 tl 6f G t RN PNFBW H9IP WUM 1
EIEnW�,W.�
FW IMMN MTEIOWOW ONI,EIBMW mf.MY
idrt6COIX6TM%IR%GS 86W¢V61 {pt' GA4WVAW PgUPBBi151.
i10 6MS �iw31EPIPC O.V q%fixi
YM STBPR 2W Rli1%E mIIH:f4 TIl0Jl4 FE5
A'. YVIfM WL1B I4Eb xgIIIVL�.VII]N%I
]I% lCG1XINipIT16111E1ntly}m6fCx P4N1W RR6�IXE.]. OIIMC}01 .4iu
Engineering Associates, Inc.
MINARY ssI o
FOR CHILDRENSLEA RIVING ADVENTURE
RUCTION 7ma4Lmeuu"Aw
UTILITY PLAN
c<6 9
Jy $
o
N
EXISTING
vvavear xoxuLfr+r
. --_-
mwuvr
uaaosx uNwpe
wxcwLL
Gre wuvL
- CMCREiE ttYB
GTMB\SN
- - :6KE
GipiGSN
O.£)1fID FlFCINL
WII PoIE
VI�fRMM 6ECiWC
VC@WMi9�ll'xE
6�W 1llFA
1N6VICIE Y1rIltt£
YM1EN
- 1NB1dEBW
- 6l4
WAr(T LLVIQE
SWrM1Y ¢WEII
SIIfi..M IINYIpE
- b3R CL N.gSS
SfIXW 1W11gE
ElECIRC �4161
- IX. CONiWR
EIECilC 9pl
IXYOf HF/. Wf16i
E3ECINCYMLYF
__. FY9PoIEiF1
f4MEP FV.F
PROPOSED
mveenurLmanaw.r va
__________ fsraL WLWr
—laaL— mrrzax uay.mrls
`�'� m moL� w-aarwa
rs-amer F-��
-mi`LL`L`a ru
.weL
GENERAL GRADING NOTES
w moxroLmuu.w 66raN axswrun awe. TECIXr0.CICAsrW1L6tlNR
reNr.mo+aurL N. vaesLLs ww xmura Drina LLorrL Wu®rsxn
m W u: rs w6x ro crosrwnron rrL NL Wrax wu a .en wxLam x rw nert r�
6roam ®rm Lorcwa ff oL�ar mxwcm.
LLo Ncb oerv�o N ma*w.cnr+ »wi fis mwrn wroM rw.ar
_L.roEW.rt iVE06¢gi.YIY9E ON 6rtE r�CLMMCIW SWL
w NYJNLE iCP9?'L LLPIPID BVMLCMILItNYF➢JI. MEN1Fw9NLLiNMaaECd.
NrYNFD UN141WOrlMSSfMMM6ESlIBIlf®
nN.NLixwL rrxosawL rur Lox aLn La Wro rmna Warwiwx rum. rw na.W
mueLOLaxwrcrLavxLNon ro LiwLLmsxruc,:aLrx6xwLc. Nuua
oaLLcrm s ML rnrrabrw•r rowwmws ms ro ML oww
rw corpwcrw • aEOLr.Lur urnawm rrur ne ra�.raL uanx anav LL
Lmrx6vrurL6b>ww oxrrLx a.w6 W ew�ax r®rmoLrrc vLnnwuwn
mWwzi Lrowue r®e. r. waLa 6.umr xne Len rr<xawwnone
xm roa�w xs euxavarweorxuiL. rre mxrweroxWa-r naLra
LwAAY1F VMrCO1LMv Li 1V5r b �IGL6 WL MY FTCAVLMMT IEpIF3r
FMR L6YIR'rP6YrWr6
O. INF.S OIr6rL6E fpbl VllIDprt W S4[T® rEROr Oi MrrN M WfiLGl46
aw. a xsrLULo rer ar.w u Lu smr aux LLB
NE1H9I®fb]rIR1r6166rAL 11ES ND FI1EarWd B09FCrf
O GRADING NOTES
m rua�Ln acnx
m. mLLcr•ros.Lerooaw.rr.rwrwuN.¢anueNO Lvx Lanvicrraunow
.sa wvLcrL wo6 xroLrowaLuw.�rJLr6x6wxLa wcr �orwroo
.x Mrtanx6rx owN 6raNwM uaaam NNLE6rNw6MlEhSSBwt.-Mrcaxbx`s
WnwusvorrL�arw
m w-w+ro rsawsmssrcm
rx cwxar Lrw�nLLrorrLncn awxaE nuLfiw6Luv Lax wnLaumxr
rnLLcr r wLs LroL ro mxx LUF Lrou wum raxrnLre xwnea W comr.w.
Lsr wrccr<nwf LWLror�wLu wwnxaNmuWrwo.
❑ GRADING DETAILS
• arewi
zrc WNni
u rx sL�a6r Lnroacarwae
m ortu. wrw sw:rwL
ne rs-ar om.rar>ro
rc ac aLn w.0 oLs w. m Wane;nLw Lrwsio
nrLm
Engineering Associates, Inc.
IELIMINARY
NOT FOR cuu nRFMrc / i
GRADING PLAN C31 9
SITE DATA
O LDATA MFA
303,747 F.F.
E%ISTNG IMPFSMOIAS NIEA
U.810 S.F.
EASTiNG PEFM0U3 AF.FA
319.907S.F.
FPOPOSED BUILDING AAFA
F9.OF93F.
P.NG LOT NEA
St.It93F.
FFOPCGE9 Iy'BMOOS ARFA
('gN� PAALMGI
QLM&F.
TOTAL YpEANgS µFA
ik'.334 SF.
PNDPG$® PFSNIWF NIFA
159.B59 S.F.
ZONING.
A -]A CULTU
MAM DBDRI
PA NG
PEIXPBED
9k13'FALLS -1 SPAM6 WDS
96
BIOG. NEIGI? $Y IAAX
BLDG. Fi£GIFIC USFS EDUCATION
9.'IICATIDH
MpIBFAGF EM%DYE6 I bSTAFT
BNNY I I'll ...
N
Yy£,x rHE
WSTING
%pPFF1Y MCMIMFM NYdVHI
R NIRIpAH WMXIXf
wTENAENe
mlcEaTEwti oaioE34!Y
- FBLE GTONOLE
plppFIDE1FLIRL Ga INEM
IAOBYi11fMIM E1EClRX: m ME191
IMrFAGFJ,1N019FRRtE iELEPKWE BOX
WATEa lE .MENDD
WNMFA YMIaD1E
SWRMYSLYlE31 SW IA WMKIE
A TNCACCE55 m LUOFYE
EC IETFA - p.6 FA1 GECIPoL BY FL9Vi9EV. (i1P1E11
EIELIIIX: MVt1IXE ELNI
PON£P A'ILE
PROPOSED
w.OEe[aM tiIU MY0. ® UI6NIEi
SH OEiM.0�lA1¢
WISE S<EWYitl4 e aLL0G4VI11fLtONf
NnEIE.Fl.:16 R4 AYN.
A.wsl O NO'VJFD..WIrp 3^NSS
GENERAL SITE NOTES
•. uESMnweswwN Warorec rrP�vme�tAaYorxM.eexor®.
a au nm�u a M avi ID woiuvn To Aw.uE wMw swu eExs*wpm
.a 1e.a M...0 citBc�iolwvrt ro msaiE ..vw sNu a tswm � 9Fru
ue..�eulsa: aAAMrv�sswuatm.umreY ma.a.
o ... mxsE.Weoc susawEwW ma�earw+m weon.Ls.
_ sEPwov' .xo wclesawt.warw mnE.xo wrt ur.�
4E 6 Y1 SLT PA MG 111LPU
KP FLCr LOGlIOI6 M9 IWFN&gB 61V9Gi. PNPb.
TMIf W>3. aYRT ENINMS IDI`AI.M M9
•c2R `.'id�CUE5tl6.
Q SITE NOTES
M •axCn KxTWLL�wIME51W 1EtA'MMII'..EsY1B0.1.
� 141 iAgiEO RYOx BIWE6 2.O P.TJf 0.C.YBWCf01H616E MFAMf/.im.I
ID FMV
t�A YIa9n CUy-p Wiq flHlNi MB
Pie 1•lBCW9Y1p�e WES lO0t96 Q91iIHT.
lV 0WL9 M4rH13'Mx afX OYLY6091NO1 M.11N
AB 1W91FAG0R �40�.IM6IW CETIL9
]IIC MYItOIW a.IE RFE /AGIRN6fMLE1MID
iPo mane wo. mnwerw To mtouie Wax oua sear roP etrux aA .ro
mrATDx
>� MOMeaer mlaPt.9www FwaeTAEm
E) SITE DETAILS
eiA T14AmtRlE0A6NO mIrtEX
o nreecwnele WrtewE cwe ua orrra
ocwI�`rsawwurw sroEwut
Prsnr: ..L PA .w
Pec ��r.m mrme..vw
ws .ILervm.¢FANE..w4xa5Re1
ow r�.mYE ruww s+aeo. r..mD
I.ruer nml� Y..WMEF+M.M�w
Www
�(e 61W 6W
IO W�M19An5ED dIY L.N
A SEW 9/J'
1i. /SP'Ai SIIF£1 W VwE C.rt IBM
'V YIUWb1F.t
1YgflL maBe.W INMIWy S:tEr ARM
14L PCL6MW OlIB0..4r4
lm Trwu me. PATvNr
rNI rvlc..smffromwlxoua
J u
uc E
StT
110. PL1 Bv:
Engineering Associates. Inc.
strWines
- —
7
�i
PRELIMINARYIG
NOT FOR
—
t —
CHILDREN'S LEARNING ADVENTURE
s s CONSTRUCTION rASITE PLAN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone:952.227.1100
Fax:952.227.1110
Building Inspections
Phone:952.2271180
Fax:952.227.1190
Engineering
Phone:952.227.1160
Fax: 952.2271170
Finance
Phone:952.227.1140
Fax:952.227.1110
Park & Recreation
Phone:952.227.1120
Fax:952.2271110
Recreation Center
2310 Coulter Boulevard
Phone:952.227.1400
Fax:952.227.1404
Planning &
Natural Resources
Phone.952.227.1130
Fax:952.227.1110
Public Works
7901 Park Place
Phone:952.227.1300
Fax:952.227.1310
Senior Center
Phone:952.227.1125
Fax:952.227.1110
Website
www.ci.chanhassen.mn.us
MEMORANDUM
TO: Todd Gerhardt, City Manager
FROM: Bob Generous, Senior Planner
DATE: May 26, 2015 A�
SUBJ: Children's Learning Adventure — Planning Case #2015-09
PROPOSED MOTION
"The Chanhassen City Council approves the Planned Unit Development
rezoning ordinance, Site Plan for a 33,032 square -foot building subject to
conditions of approval; and adoption of the Findings of Fact."
City Council approval requires a majority vote of City Council.
EXECUTIVE SUMMARY
The applicant, CLA Chanhassen, LLC, is requesting rezoning of the property to
Planned Unit Development (PUD) to permit a children's learning center, and site plan
approval for a 33,000 square -foot, 50-foot tall, one-story building with outdoor play
areas and equipment at the northwest comer of Highway 5 and Galpin Boulevard.
This item was tabled at the May 11, 2015 City Council meeting to permit additional
items to be clarified. Additional conditions based on this review have been added.
The plan sheets being approved were prepared by CEI Engineering Associates, Inc.
dated March 20, 2015 (sheets C 1 of 9 through C9 of 9, sheets L6 through L6.4,
revised April 6, 2015), architectural plans prepared by CASCO dated March 18, 2015
(sheets A-1, AS1-1, exterior elevations and site line study, and preliminary
photometric plan sheets E0.1 and E0.2). Lighting at the top of the building is not
included in the plan and is not permitted. Lighting directed skyward is not permitted.
Signage must comply with the office institutional regulations with wall signs on the
south and east elevations of the building.
CONDITIONS OF APPROVAL
Site Plan:
Building Official
1. A building permit is required prior to construction.
2. The building is required to have an automatic fire -extinguishing system.
3. Building plans must be prepared and signed by design professionals licensed in
the State of Minnesota. SCANNED
Chanhassen is a Community for Life - Providing for Todayand Planning for Tomorrow
Todd Gerhardt
Children's Learning Adventure
May 26, 2015
Page 2
4. Retaining walls over four feet high must be designed by a professional engineer and a permit
must be obtained prior to construction.
5. Fenced "playground" areas must be provided with approved, code -compliant exiting systems.
Engineering
1. The proposed access and turn lane on Galpin Boulevard are subject to Carver County's
review, approval and permitting.
2. An escrow for the trail work and water service connection shall be collected with the site
plan to ensure that the area is restored and functioning properly after one freeze -thaw cycle.
3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard
access.
4. The developer must contact the city's construction manager at 952-227-1166 a minimum of
48 hours prior to the wet tap.
5. The developer must obtain any necessary approvals to grade and install improvements within
the Xcel Energy easements on the western and southern portions of the property.
6. The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT.
Environmental Resources Specialist
1. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory,
deciduous species selected from the city's Approved Tree List.
2. The applicant shall revise the plans so that no more than five trees of one species are planted
in a row along West 78d' Street.
3. The applicant shall change the two proposed swamp white oaks along Highway 5 to an
understory species. The proposed Golden ash to be planted at the southeast comer of the
property shall be moved slightly north to further avoid the OHE line.
Fire Marshal
1. A three-foot clear space must be maintained around fire hydrants.
2. No burning permits will be issued for tree/brush removal.
3. "No Parking Fire Lane" signs and yellow -painted curbing will be required. Contact the Fire
Marshal for specifics.
4. Twelve -inch address numbers of contrasting color shall be installed on the building side
facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire
Marshal must review and approve prior to installation.
Todd Gerhardt
Children's Learning Adventure
May 26, 2015
Page 3
Plannine
1. The eastern elevation must provide additional windows to meet the 50 percent transparency
requirement or other architectural detailing as outlined in the staff report.
2. The applicant shall provide bicycle parking and storage facilities.
3. Parcel A may be dedicated to the City. Pervious surface credit will be apportioned to Parcel
B.
4. The illuminated sign inside the rotunda can be illuminated from the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. The illumination at the top of the band on the rotunda was not submitted as part of the plans
and is not permitted. Lighting shall not be directed skyward.
6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply
with size standards in the city code. The monument sign shall comply with city code.
Separate sign permits are required for signage.
Water Resources Specialist
1. The pond which discharges directly to the wetland shall be used as a temporary basin
throughout the project. A temporary outlet and inlet shall be designed and constructed. This
basin shall be graded to the approved design upon substantial stabilization of the remaining
site. The plans must indicate this requirement.
2. The bioretention area shall be graded last and perimeter control in the form of silt fence with
metal tee posts shall be installed to protect the area from construction traffic and material
storage. A note shall be added to the plan set to this effect.
3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be
vegetated unless other engineered soil is to be used such as in bioretention areas. Topsoil
shall be stripped on the site and stockpiled with adequate erosion prevention and sediment
control practices. The plan shall indicate this requirement and demonstrate how this will be
accommodated.
4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of
earthwork activities. The slope must be stabilized with a hydraulic erosion control product or
net -free biodegradable erosion control blanket.
5. Inlets with the potential to have sediment introduced as a result of import/export of materials
shall have inlet protection installed. Dandy bags are not an acceptable inlet protection
device. See City Detail 5302A.
6. Item B2 on Sheet C6 shall be changed to delete the 21-day requirement.
Todd Gerhardt
Children's Learning Adventure
May 26, 2015
Page 4
7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be
graded to their final condition until the contributing watershed is stabilized.
8. Item El on Sheet C6 shall be changed to read "...due to construction equipment driving
across or materials being stockpiled in the infiltration area."
9. Quantities of BMP measures must be included. This shall include the volume of topsoil and
the quantity of seed required.
10. Because this site is tributary to an impaired water, the stabilization of all disturbed areas
draining to Bluff Creek must be initiated immediately but in no case later than 7 days. The
exception being those areas to be stabilized within 24 hours.
11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled
onsite such that an adequate quantity exists to place six (6) inches over all disturbed areas to
be vegetated.
12. Include discussion of receiving water being Bluff Creek which is on the 303D list as
impaired for turbidity and fish indices of biological integrity.
13. Chanhassen requires that metal tee posts are used with erosion control fence. Wooden posts
are not allowed unless explicitly stated by the city. The plans shall use City Detail #5300.
14. City Detail #5301 shall be used for the rock construction entrance.
15. Final stabilization methodologies shall be included as part of the overall SWPPP.
16. Design of stormwater best management practices shall follow the guidelines of the
Minnesota Stormwater Manual.
17. The applicant shall meet the volume reduction requirement set forth in the NPDES permit of
one inch from all impervious surface or demonstrate to the City's satisfaction that the site
meets one or more of the limitations described in the pemiit.
18. In the event that a limitation does exist, the applicant shall provide volume reduction to the
maximum extent practicable and shall evaluate the potential of practices beyond infiltration
such as stormwater capture and reuse.
19. The final basin prior to discharge into the wetland shall be designed as a wet detention pond
and must meet NURP recommendations and city design standards.
20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior
to discharge into the bioretention features.
21. The outlet structure from the pond into the wetland shall not be submerged.
22. A drainage and utility easement shall be recorded over the stormwater management features
and the wetland.
Todd Gerhardt
Children's Learning Adventure
May 26, 2015
Page 5
23. The city will maintain the NURP basin upon acceptance of the final product.
24. The property owner shall be responsible for the long-term maintenance of the bioretention
features.
25. A maintenance agreement for the bioretention features shall be entered into by the land
owner as required under the MS4 permit. This agreement shall be recorded against the
property.
26. An operations and maintenance manual shall be prepared by the applicant for the
bioretention features. This shall address the planting schedule, establishment period as well
as presumed long-term annual and semi-annual maintenance requirements.
27. The applicant shall procure all necessary permits from agencies with jurisdiction over the
project area.
28. The site must meet the requirements of the Minnesota Department of Natural Resources
Shoreland rules.
ATTACHMENTS
1. Children's Learning Center Planned Unit Development Ordinance.
2. Findings of Fact and Decision.
3. Children's Learning Center Development Plans.
g:\plan\2015 planning cases12015-09 children's learning adventure\ezecutive summary 5-26-15.dmx
AN ORDINANCE AMENDING CHAPTER 20 OF THE
CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE,
BY REZONING CERTAIN PROPERTY
CHILDREN'S LEARNING CENTER
PLANNED UNIT DEVELOPMENT
THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS:
Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby
amended by rezoning the property described in Exhibit A to Planned Unit Development.
Section 2. The rezoning of this property incorporates the following standards:
a. Intent
The purpose of this zone is to create a PUD office institutional district. The use of the PUD
zone is to allow for more flexible design standards while creating a higher quality and more
sensitive proposal. All utilities are required to be placed underground. Each lot proposed for
development shall proceed through site plan review based on the development standards
outlined below. More than one principal building on the lot is prohibited. Construction of
additional principal structures will required a subdivision of the property. The PUD requires
that the development demonstrate a higher quality of architectural standards and site design.
Ancillary uses may be permitted as listed below once a primary use has occupied the site.
Shared parking may be used within the development. Except as modified below, the
requirements of the Office and Institutional District (Ol) shall apply.
b. Uses
Permitted Uses in this zone are:
1. Community Center
2. Day Care — Establishments providing for the care and supervision of infants and children
on a daily basis
3. Health Services — Establishments primarily engaged in furnishing medical, surgical and
other health services to persons in a clinical or outpatient basis
4. Library
5. Museum
6. Office — Professional and business office
7. Private or Public Recreational Facilities
8. Schools
9. Utility Services
10. The property described in Exhibit B to the Planned Unit Development may only be
used for open space and public parks
Accessory Uses (in conjunction with and integral to a permitted use)
1. Antennas, as regulation by Article XXX of this chapter.
2. Fences
3. Parking Lots
4. Play Equipment, Gazebos, etc.
5. Sheds
6. Signs
c. Setbacks
The following building and parking setbacks shall apply:
Setback building/parking (feet)
Galpin Blvd.
50/20
Highway 5
7/20
West 78's Street
50/20
Interior Lot Lines
0/0
West Perimeter Lot Line
30/20
The maximum hard surface coverage is 65 percent. Any one site or lot can exceed the 65
percent hard coverage requirement.
d. Building Height, Materials and Design
1. Building height shall be limited to two (2) stories and a maximum height of fifty (50)
feet. The Children's Learning Adventure building shall be as specified in Section 3.2.
2. The PUD requires that the development demonstrate a higher quality of architectural
standards and site design.
e. Alternative Access
1. Pedestrian access shall be provided from each site to the public sidewalk and trail system.
2. Each site shall provide areas for bicycle parking and storage.
Section 3. DEVELOPMENT PLAN. The PUD must be developed and maintained in
accordance with the following development plan which is on file with the City and which is
incorporated herein by reference.
1. The plan sheets prepared by CEI Engineering Associates, Inc. dated March 20, 2015, sheets
Cl of 9 through C9 of 9 and Sheets L6 through L6.4, revised April 6, 2015, as amended by
the Site Plan approved by the City Council on May 26, 2015.
2. Architectural plans prepared by CASCO dated March 18, 2015, sheets A-1, ASl-I, exterior
elevations and site line study, and preliminary photometric plan sheets E0.1 and E0.2, as
amended by the Site Plan approved by the City Council on May 26, 2015.
3. Lighting at the top of the building is not included in the plan and is not permitted. Lighting
directed skyward is not permitted.
4. The illuminated sign inside the rotunda maybe illuminated between the hours of 6:00 a.m. to
10:00 p.m. at a maximum of 5,000 Nits. During all other hours the illumination may not
exceed 500 Nits.
5. Signage must comply with the office institutional regulations with wall signs on the south
and east elevations of the building only.
Section 4. The zoning map of the City of Chanhassen shall not be republished to show the
aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office
for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the
notations, references, and other information shown thereon are hereby incorporated by reference
and made a part of this ordinance.
Section 5. This ordinance shall be effective immediately upon its passage and publication.
PASSED AND ADOPTED this 26' day of May, 2015, by the City Council of the City of
Chanhassen, Minnesota
Todd Gerhardt, City Manager
(Published in the Chanhassen Villager on
Denny Laufenburger, Mayor
Exhibit A
LEGAL DESCRIPTION
Parcel A:
That part of the S9uMweat Ouartw of the Ssathwesl Quarter of Section 10. Toenail 116.
Range 23 and the Northwest Quarter of Me Northwest Quarter of Section 15, Township 1M,
Range 23. Carver County Mhn.eola, descrood as folloes:
8egnning at the Southwest caner of said Section 10; thence an an assumed bearing of North 1
degree 56 minutes 40 seeanda West dng Me Weal One of said Southwest Ouarler, a dblanew
of 1.023.08 fort to o point an said West The distant 166B.58 lost South of the West Quarter
caner of mid Section 10; thence South 79 degrees 32 minutes 20 seconds East a distanm of
177.77 fast; then South 86 degrees 32 minutes 20 wands Eat a dbtan of 100.40 feet;
thmce South 78 dsa cow 32 mhulw 20 seconds East a dht toncm of 194.14 fasthen South
do,. dem 32 minutes 20 amends East a distale, of 150.00 fort; thence South 47 degrees
17 minutes 20 seconds East a distance of 75.43 fact: theme North 82 degrees 42 minutes 40
seconds Ede. 0 dlsta me of 74.9E feet: Mends Wit 58 Eegre. 17 minutes 20 seconds East
a distance of 84.58 fast; theme South 89 degree. 17 mirwtes 20 second. East a dblan. of
16125 feet; then South 18 degrees 17 minutes 40 seconds Wut, u distnme of 820.19 fast
t Me Northerly right of way the of Trunk Highwy 5; thmce North 85 degrees 54 minutes 50
and. West along said Northerly right of say, o Talon. of 33.08 fact theme South 56
40 minutes 55 seconds West along we NarthariY right of way. a di.lOn. chi 158.85 e ;; site North 85 degrees 54 minutes 50 wands Wnt along Northerly right of way, a
f�3;
of 518M feel to the West the of the Northwest Quarter of Section 15. Township 116,
Men North 1 degree >7 minutes 50 acconds West along said west the of the
st Quarter, a distance of 9.12 feet to the point of beginning.
°ys Northweterty of that partkulor Northwesterly right-of-way line of Pael 210. as
On MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PI -AT NO. 10-M
wded w Docu I No. 255755 and as amended n MINNESOTA DEPARTMENT OF
ANSPORTATION 7 OF WAY PLAT NO. 10-14. racordW as Document No. 279658, described
s Idlo.c
echg at Me Southwest comer of sold Seclbn 10; then n n 0ssamed bearing of
1 degree 56 minutes 40 mands Went along Me West New of the Souhwel Ouaster of
:sold Section 10, a distance of 401,19 feet to a po liwlw right-of-way line of ask Porcel 216
In Me point of bpinning of the IFe to be described; theme NM 47 degrm 18 minutes 16
71 secondEasts El a distanceow
f 175.14 fast to n angle point In oak right-of-way ]he, then
k, Nora 47 degrees 18 mhules 19 seconds Ent a dislnn of 22.71 feet to a pat of duembura
In sold right-af-way Ilne, than. Easterly a dletance 562_60 feet along a con-tngntid curve
1 nnnvm to Ind Sound hoNng a radius of SW 04 feet and a central ogle of 59 degrees 58
minutes 14 seconds and hating a chord of 632.76 feel whin bean North 77 degrees 17
minutes 27 smands East to an angle point In mid d aid right-of-way line, theme North egrees
16 minutes 30 wends East, not tangent to said curve a distance of 114.28 feet, to an angle
point In mW Nght-of-way IInd; Men North 22 degrm 13 minutes 10 seconds East along
saW right-of-way IFe. a dHlnn of 116.13 feet and met IFe there terminating.
S
AND
W Parcel B:
A-9.0.3
That part of the S.Mwe.t Quartos of Me Southwest Quarter of Section 10, Township 116.
Pape 2J and the Northwest Ouster of the Northwest Quarter of Section 15, Township 116.
5Rape 23. Con. County. Minnesota, d.bed as fdlowa:
159
Beginningy at Me Southwest comer of end Ssatin 10, then on an assumed bearing of North 1
degree 56 minutes 40 wends West ping Me West the of said Southwest Quarter, a distance
of 1,023.08 feet to a point On sold West )In. dletant 1668.88 fast South of the West Quarter
comer of mid Section 10; theme South 79 degrees 32 minutes 20 seconds Ent, a distance of
177.77 fast thou a South 86 degrees 32 minutes 20 second. East a distance of 100.40 feet;
theme South 78 de rem 32 minutes 20 msconds East a distndo of 194.14 feet; M. South
74 degrm 32 minutes 20 seconds East, a distn. of 150.00 feel; thence South 47 degrees
u. uW minutes 20 socawle East, a distance of 75.43 feet theme North 82 degree. 42 minutes 40
iNvo Wplam. of 84,581 feet, once oMnce Soutf 74.98 h 89 degrees 1M. 7 minutSO es 20 20rees 1 seconds East. a7 minutes 20 mEbdale o1
16125 fast; then South 18 degrees 17 minutes 40 wands Wort a distance of 820.19 feet
to the Northerly right of way line of Trunk Highway 5; thence North 85 degrmm 54 minutes 50
second. West along mid NortheHyy rigqht of way, a dldanee of 33.08 feet: Monte South 56
degrees 40 minutes 55 seconds Wesl along said Northerly right of ray, a dletanoe of 158.95
feet these North 85 degrees 54 minutes 50 .mends Went along mid Nort srfyy right of say, a
distance of 51B.22 Net to Me West line of Me Northwest Quwtw of Section 15, Township 116,
Range 23; Mee North 1 degree 37 minutes 50 second. West along said West line of the
NorMwesl Quarter, a distance of 9.12 lest to Me point of beginning.
EXCEPT Mal part of Me all darubed property whlydM Iles Northwesterly of thatWar
ec cNorthw.sleriy riParcelght-cf-vo)Y [he ofParcelor,part
216. as shown MINNESOTA OEPARTYEN OF
TRANSPORTATION RIGHT t1F WAY PLAT NO. 10-08, recorded as Document No. 265755 and Of,
amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-14.
redol as Document No. 279655. deswbed . follows:
Commemdng at the Southwest caner of eaW Section 10; thems an an assumW bearing of
North 1 degras 56 minutes 40 sscands West long Me West line of the Southwest Quarter of
mid Sectand the ion 10. a distance of 401.19 feet to a particular right-of-way Tins of sold Parcel 216
thance North secede Ewltof a dbanu of 175.of e low
1to be dowarlbod ; to er e point in said right 7-o licisgreess ne: them tminutes heme
North 47 degrees 18 minutes 19 wands East a distance of 22.71 feet to a point of ourvalure
F mid right-of-way the. theme Easterly a distance of OSZ60 foot alarp a nos-tngenW
curve concave to the South hoNng a real of 633.04 feel and a central angle of 59 degrees
58 minutes 14 seconds and haWg a chord of 63176 feet which bens North 77 degree. 17
minutes 27 seconds East to an angle point In mid right-of-way IFe; those North 56 degrees
16 minute 30 seconds East not tangent to said curve o dNlnce of 114.28 Net. to an any.
point In mid right-of-way IFe; Noce Nand 22 degrees 13 minutes 10 seconds East along
eaW right-of-way line, a distam. of 116.13 feet and mid IFe Mrs terminating.
AND EXCEPT said Parcel 216.
Cana Caunly, tfinumola
Abelracl Property
EXHIBIT B
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116,
Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116,
Range 23, Carver County Minnesota, described as follows:
Beginning at the Southwest comer of said Section 10; thence on an assumed bearing of North '
degree 56 minutes 40 seconds West along the West line o' said Southwest Quarter, a distance
of 1,023.08 feet, to a point on sold West line distant 1668.85 feet South of the West Quarter
comer of sold Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
177.77 feet; thence South 86 degrees 32 minutes 20 seconds Eost, a distance of 100.40 feet;
thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South
74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees
17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40
seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East,
a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of
16125 feet; thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet
the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50
e -ands Wect along said Northerly right of way, a distance of 33.08 feet; thence South 56
Oegreel 40 minutes 55 seconds West along cold Northerly right of way, a distance of 158.95
set; ience North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a
distarce of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116,
Range 23: thence North 1 degree 37 minutes 50 seconds West along said West line of the
Nort west Quarter, a distance of 9.12 feet to the point of beginning.
h Iles Northwesterly of that particular Northwesterly right—of—woy line of Parcel 216. as
on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08,
Worded as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF
71HANSPORTATION RIGHT OF WAY PLAT NO. 10-14, recorded as Document No. 279658. described
mmencing at the Southwest corner of sold Section 10; thence on an assumed bearing of
orth 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of
said Section 10, a distance of 401.19 feet, to a particular right—of—way line of sold Parcel 216
Ian the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16
seconds East a distance of 175.14 feet, to an angle point in said right—of—woy line; thence
North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature
In said right—of—way line, thence Easterly a distance 662.60 feet, along a non —tangential curve
concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58
minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17
I minutes 27 seconds East to an angle point In sold right—of—way line; thence North 56 degrees
16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle
point In sold right—of—way line; thence North 22 degrees 13 minutes 10 seconds East, along
said right—of—way line, a distance of 116.13 feet and said line there terminating.
i3.80
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND DECISION
IN RE:
Application of CLA Chanhassen, LLC and Americana Community Bank for rezoning of the
property to Planned Unit Development (PUD) to permit a children's learning center, and site plan
approval for a 33,000 square -foot, one-story building with outdoor play areas and equipment.
On April 21, 2015, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of CLA Chanhassen, LLC and Americana Community Bank
for a site plan review for the property located at 7750 Galpin Boulevard (northwest corner of
Highway 5 and Galpin Boulevard). The Planning Commission conducted a public hearing on the
proposed site plan was preceded by published and mailed notice. The Planning Commission
heard testimony from all interested persons wishing to speak. The Planning Commission
recommended approval of the project to the City Council. City Council held a hearing on May
11, 2015 to review the proposed development. City Council tabled the item and brought it back
on May 26, 2015 for review. City Council now makes the following:
FINDINGS OF FACT
The property is currently zoned Agricultural Estate District, A-2.
2. The property is guided by the Land Use Plan for Residential -Low and High Density and
Office and Residential High Density.
3. The legal description of the property is: See Exhibit A.
4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible
adverse affects of the proposed amendment. The six (6) affects and our findings
regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City
Comprehensive Plan.
b. The proposed use is or will be compatible with the present and future land uses of
the area.
C. The proposed use conforms with all performance standards contained in the
Zoning Ordinance.
d. The proposed use will not tend to or actually depreciate the area in which it is
proposed.
e. The proposed use can be accommodated with existing public services and will not
overburden the city's service capacity.
f. Traffic generation by the proposed use is within capabilities of streets serving the
property.
5. Site Plan Review:
a. The proposed development is consistent with the elements and objectives of the
city's development guides, including the comprehensive plan, official road
mapping, and other plans that may be adopted;
b. The proposed development is consistent with the site plan review requirements;
C. The proposed development preserves the site in its natural state to the extent
practicable by preserving the northerly six acre parcel as permanent open space
and minimizing tree and soil removal and designing grade changes to be in
keeping with the general appearance of the neighboring developed or developing
or developing areas;
d. The proposed development creates a harmonious relationship of building and
open space with natural site features and with existing and future buildings having
a visual relationship to the development;
e. The proposed development creates a functional and harmonious design for
structures and site features, with special attention to the following:
1) An internal sense of order for the buildings and use on the site and
provision of a desirable environment for occupants, visitors and general
community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of
the design concept and the compatibility of the same with adjacent and
neighboring structures and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives
and parking in terms of location and number of access points to the public
streets, width of interior drives and access points, general interior
circulation, separation of pedestrian and vehicular traffic and arrangement
and amount of parking.
f. Protects adjacent and neighboring properties through reasonable provision for
surface water drainage, sound and sight buffers, preservation of views, light and
air and those aspects of design not adequately covered by other regulations which
may have substantial effects on neighboring land uses.
6. The planning report #2015-09 dated April 21, 2015, prepared by Robert Generous, et al,
is incorporated herein.
DECISION
City Council approves the Planned Unit Development rezoning and site plan review.
ADOPTED by the Chanhassen City Council this 26°i day of May, 2015.
CHANHASSEN CITY COUNCIL
5W
Its Mayor
Exhibit A
LEGAL DESCRIPTION
Prad A:
Thal port of the Swihwmt Quarter of I. Scutheeal Warts of Seatonwn 10, Taehb 116,
Ran 23 and the Northwest Quarter d the Northwest Quarter of Ssatlan 15. Townahlp 116,
Range 23, Crwr County Minnesota. deeamed as fdlow.:
Beginning at the Southwest comer of add Station 10; thence an an assumed beating of North 1
degree 56 minutes 40 seconds %at along the West It,. of ask Southweal Quarter, a detan.
of 1.023.0 feet to a point on said West line distant 1668.88 fast South of the West Quarter
canner of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
177.77 fast; Nonce South 85 can sea 32 minutes 20 .sonde East a detance of 1DO.40 Mt;
thence South 78 dd%pr. 32 mbuta. 2D wont. East a distance of 194.14 feel: thence South
74 degrees 32 mnules 20 se.nd. East. a distance of 15QOO foal thence South 47 degrees
17 minutes 20 secrhds East a durance of 75.43 fast: therawt North 82 degrees 42 minulas 40
«condo East, a distance of 74.98 het; thence South 58 degrees 17 minutes 20 seconds East
a distance of 84.56 feet thence South 89 dinginess 17 minute, 20 sea.& E.L a distance d
163.25 feet; than. South 18 degrees 17 mould 40 second. Wul a distance of 020.19 test
t the Northerly right al way Ins d Trank Miahway 5; than. North 85 Oogrse. 54 minute. SO
rMs West ding saki NoriMrlyy right of way. a distance of 33.08 feet Ueeas South 56
egrs 40 mbut. 65 socarde Wee! Bang sold Northerly right o1 way, a distance of 158.95
t ynence Nr 85 degrees 54 mkwtas 50 ssconb Weal ding Nartherly right of way, a
dotof 518.22 feet to the West line of the Northrod Quarter of Sactbn 15. Township 115.
Ran 23; thslice Nary, 1 dares 37 minutes 50 ss.and. Wwl carp sod West In. of Me
Its. Norlhweated, of that partlaAer NarthwostarlY Hght-of-way the of Parcel 216, es
on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT N0. 10-011,
ad . Document No. 265758 and as amandad an MINNESOTA DEPARTMENT OF
PORTATION RIGHT OF WAY PLAT NO. 10-14, rsaorded so Document No. 279651% doerlbed
Commencn9 at the Southeast come of sold Section 10,. them an an assumed bwring of
4411rth 1 degree 58 mnutes 40 second, Weel .9 Ova West Me of the Southee.t Warta, d
saki Sactlon 10. a distance of 01.19 feel. to a particular righlrof-tray, When of Quash Prcd 216
an the Pont of obppining of the tine to be descrDeq thence North 47 degrees 18 mnutr 16
wm ob Ea a d=1 . of 175.14 Net, to on angle Pont In sold t-of-soy, Inr then.
NrU 47 dprasi 18 minutes 19 ssaaul. East a dstance of 22.71 fast to a point of oolWiafa
V In sold rght-of-mI; IhS Oven. EmtMY a distort. ML60 feet, ding a non -tangential sum
cmewe to the South hadng a radus of 633.04 feet and a raced angle of % degrees W
{ minute, 14 .saarb and hosing a chard of 63176 hat MIdh bean NorOv 77 degree 17
minutes 27 wends East to an angle pant In saki right -of -soy IIns, then. North 56 depose
16 minutes W second. East not tangent to sold curve a Met.. of 114.26 fast, to an angle
point In sold right-of-aay Ides, then. North 22 degrees 13 mnut. 10 sa.nb East dang
add right-of-way line, a distance of 116.13 feel and add line there termho8ng.
1.e0
AND
w Parcel B:
n-9w.3
That part of the Southwest Worter of the Southeast Wrtr of Seatoon 10, Township 116,
Ran. 23 and the Northwest Water of the Northeeat Quarter of Section 15. Township 116,
M.5 Range 23. Caner County. Mn.wta, desrEed as fagowe:
Be9nning at the Southwed tamer of sold Section 10, than. an an asshmed baring of North 1
degree 56 mknit. 40 esoande West daop the West line of said Southeast Wrier. a metro.
of 1.=W feet to a point on sold West line distant 1668.88 fast South of the West Wrlr
aomer of add Section 10: thence South 79 degrees 32 mbut" 20 ssa nd. East a distance of
177.77 feel; than. South 86 degrees 32 minutes 20 eecaMs East a claim. of 100.40 feet
then. South 78 degrees 32 tubules 20 stands U.1, a distah. of 194.14 fast; then. South
74 daps. 32 minutes 20 secmb East a dbtmoe o1 ISaDO feet linens South 47 degrees
x M17 minute. 20 se.nb East a del.. of 75.43 feet then. North 82 degrees 42 mYwt. 40
i=Qfiwm reds East, a distance of 74.98 feet Um. South 58 degrees 17 minutes 20 sscmb East,
Nvstffetanae of 84.58 feel; then. South B9 degrees 17 mksrtes 20 secants E.L a distance of
16125 feet: then. South 15 degrees 17 mkwtee 40 asarhds Weal a distance of WO.19 teal
to the Northerly riot of way IM of Trunk Hlghray 5; thence North W degrees 5 minutes 50
second. West doing sold Northerly right of way, a distahoe of 3108 feet thence South 56
degrees 40 minutes 55 seeanb Wert ding adt NrthMy right of ray, a distance of 15&95
lest thence North 85 degrees 54 minutes 50 aecmds West siring wki Norther!) right of way, a
dl.lm. of 5161_22 feel to the West the of the Northeast Wrte of Ssdbn 15, Township 116,
Range 23; tined. North I degree 37 mbuW 50 secend. West ding saki West line of the
Northaewl Warier. a dial n. of 9.12 feet to the pool of beginning.
�' EXCEPT that pert of the abmw desa6ed pr.erty whirls Iles Northeaster! of that prticulr
e0 oNorthm.terly right -of -my line of Pared 216, cry shown onMINNESOTA DEPARTMENT OF
IRANSPORTATON RIGHT OF WAY PLAT NO. 10-013, recorded a. Document No. 265755 and as
amanded an MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-14,
recorded as Document No. 27MA desaHbed as fdloe.:
C ryancing at the Southwest comer of said Section 10, thence on an assumed bearing of
North 1 degree 56 mnutes 40 second. Wat along the West the of the Southwest Wafter of
sum Section 10, a distance of 401.19 feet, to a partkiulr right-of-way line of said Parcel 216
and the ppoio6not of beginning of the line to be desrPoed; in... North 47 degrees 18 minutes 16
aboard. Eoel a dlslan. of 175.14 fast to an angle point In sold right -of-soy line; then.
North 47 degree. 18 tubule. 19 seconds East o dhtance of 2171 fast to a point of ourwatare
In sash right-af-way It.; then. Easterly a distance of 662.60 feet along a rem-tangenlbl
outwe a.. to the South hadng a radius of 633.04 feel and a central angle of 59 degrees
58 minute. 14 soared. and having a chart of 632.76 had rMlah bears North 77 degree. 17
minutes 27 second. East to an angle Point in sold Hghl-of-soy line; than. North 56 degrees
16 minutes 30 wends East not tangent to said nine a dlaton. of 114.28 feet to on angle
point In said riot -of -ray, Ina thence North 22 degrees 13 minutes 10 seconds East ding
sold right-o/-way Ike, a distance of 115_13 feet and saki the thew teminatng.
AM EXCEPT sash Prcd 216.
Carson Ceunly. mh. w
Abelmat Property
SITE DEVEL OoPM NT PLANS
CHL ADREN'S L EA RNING A D VEN TURE
GENERAL NOTES:
°g3MM[®.MYD.BIM-.'. wCInW NOn- LwEb.li..V LFmi.2N.
Ax,xG DT.DE,.ME,D.�WwrwI�S.D. .OT',T.
xPsev ru*.NES An Ew�wsTBW^vE iouvwwmov` nTNe
EaLOI MP.N.. vs. 9TP Ofl M TTE
BINA wW.V.
wos��Flai 4
B_'Y"Y.4Y0T. ww uaT�N
Ti ExGNFF/.ND NS'L' ITT . 'TTE4.1 YOT BE xELDuWa49E"OT
sw''iwa.AN.AEs
N I
ALSS LEL OLYTT3LTEN MLC wC w'L r..o�+ —11 1IEw
C.STwLL K`,,'Y 1LLE"THE �M O'CSC W341gUC,NFb.
viWYEMEMs 4 VTIO.4 TIE J CIXT A^l'. Np un DTKn E}i2lXYD
LA ro4'JN S,C NEYP£ AAC Oi 0. ALL OENNS. nRaSx un OTNEN
XG RCu,q�SV5N O"T"'A R1AL'.I CN gFMTryb.
♦.--p Nm1 ILL LJfM. STATE wd fEaA.L
.s.M' OK 3Tfw.q SL4 P4NT(M.
+NM1LPF.�E!➢SCtE.FESSn'e B£.Ji nN]BWt THE
v:i`gpLE9+.VwGS 1. Mn9TTHSRwTFS
c. .E.RCVI TVSE56 MS ml.C`.
- �WwSeEIE]xiES-P.MS NEN
.� �N-xw.IA,.SEC S53`HSE'K'K IAMYEwc il`wJi Tr2 HwL'eE 11SiSNT: YEC e.!K ryNER
CM!AT9 TO, TIANVRIANDn CO NARMrt IIEY RSKMDn PIMK
QN'wA5 NE IYO-1 O}5'H TL 0, CLVII TMSEVWXE0.s PA45 I.T TIE ME.
G - Al IC7qu.TE NTx C£ehP. 1'�O
DDNAW�!.EN*PNCTIC`3,TNF SMvq,+CNyyLL DE. v.. 00" ,V
Wd1. Of THE X.g bFTE. MCLTTTA D S CE ALL F4Ww5
NC.�PIv"I {.IT.E E R TLS. TwS Y°u TILAYT M'1 M l
D�a YAiTY �B.aiva"i wXO�nTwLCTws Irs�A'A" CaNSTm�aNw
TE N E DE wEDwc OL INE T.AO a .D suET.
�YNualD TO 1""A
Dn xunTllEmmNlr_Te« sDs.
�mNSTNI ANs,ATEwG.W L Da=wIYE,a
N.`ED xnNTIE Nwlm'A. DE...TwNT wOTOF.r ErB.eEN
FLOOD CERTIFICATION:
V.SMtt)ffvY SLDGN'EDx ZOE C'-,CLT RS NF SfY.,� aC°^.
w D D DaF«xM E
N.YEPJRx.QOOOk .NVEwCBE T 0; APA La° E�
�'�P31Tn11LN N5 BSTT vS9P.M' A49YJM Dn,1£ V ".lv..
mW.W "DME,... ,. IT, �
NOTICE TO BIDDERS:
.IEr.wTan ff 11 aAAm cw:MCTDAs xD
N=_D TOTI¢cExm'sc.Ms,NIc.KON D111MSWT AT 11 AT a' -I IM.
BCONIWLIRS wmwIECL. aEST101 AOLO, THE Dew., m,mACTm
CWSl4IW �NGnESn 4W.L.1 b=
.n ..TE. CP[ TLYW LFL aAg9 AD NpnSATiGN ECCA'HIE OA,E ,.LD.EA
CHI l �l H�%1 SSE Mll ill �I ESO T�I
FLOOD MAP
E. u., rows .131J0459=i-= xExD
•
•
ow what'sbelow.
Callbetore you I
C.
SOILS MAP
PLAN INDEX:
OT BTE MAN nW1
P dMdN3 RM1
G NWi. RAx
LS ETb?V WIIIX
Cfi aO�M' CENiR%gf3
W DA49H,n
IbI I.wEGNE P..w
Ib.E LV15C/cERT4l5
m
ASSOCIATED PLANS:
Engineering
Associates, Inc.
ENpNEERS S RY£ IMS
P W " AL
2025 Cenhe PDime 6ro0. Suite 210 (651)452-9950
Me,Td lM Heights. MN 55120 (651)452-1149
GTY OF CHANHASSEt i
RECEIVED
MAR 2 0 2015
CHANHAMPLANNING DEPT
APPROVED DATE
CITY GWIWSSEN
fp A "
BLLEY WFG470M BLUF. CWE WATERSHED
RESOURCE LIST:
.Vi-,
9lE DAMS
pNWUA[�irr
CfM1OF CrwNMA4`E
xD �x D ND
B�WaMA
wMANYD
E,IflpNEtEV„DAx 1EM.ND NDH,
:°5
M. NN v ,
SrtE W SMv F.
®ENmxI�nll�.
m.o.aw.�®..mY
MEW SIWY.E T
Wv
a vgE6
_ _
•x'RwBl6R::
L A.
¢ ] w
B!EPpC9ATO,
xnIAT
. W
13-II'-WS
IIIDE,M'v
wSiY3
HEVnRXi
NY.An'Fwxlxvomn
VEi]Cmvmu¢
EYIE1xN NVBE4
�c-n
OLT,OA
pI
PEY.VNTaMiWLT4 R.w
==EF'1
1/9 A xw
9.1 CA":N
EOS
xEWWPTRgILY6_19CRN
fiVbµSgN 55)I)
- SM
LM CFOMVMSSFN
EIEL®G
MNpO-M tPDI
YVpEI AY°
Sp yy)...L
gY11]W
xv54EY.WESII>
-rn-iln
SCE GIWT.Dig
Ev,E-lm-aizi1ssssi
cET ..ITT, NG.
d@I�Eti
_ uNoa..e
a�NIa.BN,E M.w.
N.,w�`ND
I E.TYooii HE'GHlswssim
u x
s*�TIE '
armamM�
m. -
SCANNED
Arkansas * Colifornio * Georgia * Minnesota * Pennsylvonio * Texas
GENERAL NOTES:
\t
I. lb 4vM .lel•e rr L �Y
C
z w. L.mL N w rr.•.Rl wart r Ilea x eLn eb .�+W bbr
I
�.
M191Ev rtVAIAIMM nYl NfTYGr awv nArz OL Wl 4T (n3) eae-•dm rlem ro
\
\
b— R,eb,Yi L Ne•M s Wp \ Tax C NY r 1FYIr 11��e M
onn..wrn.,N Ilc
\
xxL♦610Y9. elleatlx .Y ,Yx ( him
\
♦. Sb eee . eM.n] y. M . I].mr
leel•xttl amp. M4M{ N riT wn ee 0
a >W mama r0•bW pup ra.s.u���
.
L Y W ,neu.ene,b ,mlgr reym >,y,yee NPw me Aneaem raae,.e.b N
.L xx lrs.
Ibby
Ttr .e.eY v IL.r . w •r evm,a eP P. rLbLa. slPwe
=Y
w IYL>bwb r lr ar w� •Ertel by AtrA —1
L F M Yn41 Ye by.. r eypMe,p mn,a,b uM W
rYOO• M r r�4r ; fPs r burly r lunar xw hN Lops,sm.
Lr�.p
L Aee L Y eemYY ebeY 0. M W Nl s N r.eu6
� W l
n Ae mil• .• Is deist w rLi• Lrm.as by e. hve rvvsl I, I..
4awrsY
tl. IIY. M m yW. bre •`ARd wtlww by. oh..' .vY. W Me,a wnNrvclb, >
b,iLv rut ,e .nu, rw.,t emllx
L
K Aee M - IO•eIW. rry N rsl eY.l . rl.es rubeeM . Ar.
Vb b,bbbi: wi~Yrurrrb+pr�..r .w
_ �
11 ll.ee ee v .YY web er Aee ee r MI �. r1b�.y A p. aen er y
Ieml zw*- A•�YY w Yl.el Tee..
q.rtx evneM b A rLL Ian
,rLL W4
IS Eve ee. d.LY ^.bM Ie'^P9 eNYnY w 4Lbrr b11>Y'^b wnvnr
OWIr'
r YM IYV av ar as N YJtI pyety tlwq
•t Yb rvlYa
vI a •reyl .ev.nb LP.Iby eeaoM Y eoY..wfl. w
Y", TAaA1
LFRtF
IL FaEe,. ear eY 4 !e r Yit a^y ev Tel tan. w RwTn�b b
r r +.bb r M r war
F•_____
LEGEND
•
Prop.tl Ymumenl
LCmvete
caabet. am
rear
�..—
nwhwd DCNc
---
Uad.wmn• Dec,.M
TelNhme
Uyhhye�
Yptw�nd
—�—
Cab
r
Sanitary 5e.r
ODD
Rlghl at Accw
■
Decbk Ibtr
■
k am
O
Obb
EI
Q7
Pow. ..t
Y
U
uYmerl Yannde
•
Gate vd.
•
EltsbmM
■
Ca NbmF
�
IMAI Pol.
Gob Way
I.
IF
irePhme Bo.
•
MNP bl L
•
So11l., Manhole
-___-L00----�
E.bma Cmtwr
x 01270
E Ing Span DewUm WIN.
x 2U.3
EZIyg Sbel D.btlm
60 30 O 60
DO MO
SCALE IN FEET
PONT � IRT fWM
V L 9"10 •vit
644 Lrl0.w
�- tarleLwan ♦a\
/�¢ t4 Ln4 �
%T�
�
`✓
♦
v✓ x
\3 \i
c
N'
` j
1 1 �.�Nr Ieal i rd6.4x41
�A � /`S7//y)
IN
r�
n�
r �
r J�
Lneu: 1Lappdw L YAatt adrs
t N
' UNPLATTED
NI
f p• E
%
✓
L._a - - _ Z
4
/ # fJ :'4.�J�� � � 1. li4 (i \I\\I'f�WIN
\
l ! 1 pp
16. 1
4lgyi�i, II` I i 141111 1� 51fl it \)�
)'`'•/ljLiryT/i'1y�1
`I\,j 11VI
T. �~\'\ lit\�
p e /` {, y
NIU
v `
/yam ;; �� ✓ j/�jl� , t � / u,`
• \ � rl I D��. Cil ' � �6. L1K a9 r �\
'6bbti-"1 1."i;
a. l,. ``•4L'-Y4N a 9,IYN45 ' y
/
/I Y i /
IVa RO4 6 ALiffi rG
-
5m Ma Y .6 tr
Y ■]plIIRI
LEGAL DESCRIPTION
Irrl a
amr rW r r a: a 'It I*
r rr lemma w�4 W r Y�
Lrsnwe a r W aM r eY LY•Y K r� . � ems.• bow r IrL 1
a II
SCALE: 1INCR= 60 FEET
n sae —. a angle enm ,
thbybIMCI-.eY IFy. Rae b
. alaxe (t tLr
I•Ta,e,R•
L•ay L
ISx Tr let N u. xa,lAwr O/r N u. Se,nwM Prm r Leann 14 ie.,rb Ito
by, �� r 4YYw I\ LewrY. 114
REVISIONS
hrr+y p ify that uL'. ew.ry. pim w
r4wrl eaa pf p bd andby mew mar my
rprrrpa direct that I ant is 6Yy
Iiegbtrr Land S ,bby mdr thb Ian
of th• Stote r Ynnmoto
• Ler.omrwraa ��.�
f reYE . w •bL4e.1 �� r W Y. O re. �r b.ey r
:;_ Iral 1 tiY K ! e0 e4Yw Y 1'•d M r 4xal M r w lerw�l Mn.r bN
YI rrr e ilk r N41a Ie.e, r 4 r/YrY re�.�.e� r e
r w r e.ywL, r r r r 1e l.r4eL lam I6,4 F ,. seals 1•
bibibb• Lrwe r 1311 rl. Y eI FS III.Ia
M .x •n/� IL wlWl to eIr [Y a iYY r Sli I..1. Y e ryM N xMve
r-mA Y Ye ry4-r-mx Y r+• W. r ii by rb• a ewl•gwW
xaa rrwL•e.r•• er•m•r rer•.arm ti7
Ye b 1b ti Irq . rvl r @1L Ixel rr deed Irr n lqe.
e4.1. 7 a✓• lY w e, �} reFt L eY N/IFFer r r Irn y •ram
1 m eww b esb 44 , bpIl I. ry . LdYs r IKf M. b el M.
rrr b Y1 rYY-eF.T •Le w.. I.:+vr �Y.
Tit.. Ng, yl , W
Ylnnaeeta Reg, N 2]677
DOIC 1>">V xl xna
ALTA LAND TITLE SURVEY
ete ryM-✓-.ex r, . Yra r n40 Yr
WITH
R• omr .a r..+ na
r.w e.b Yl.r.
.•wY r.wy
TOPOGRAPHY
NOTES CORRESPONDING TO SCHEDULE 6:
For:
r�r r rabbit lle..e.b. r abY•r b rr r •euLee a.I. Pe..
e Mwre spe0e. b .®e N aqa der.. I. lewrlt 4ntl MON I;
tan •r .b.LSY a IAY . o.Pemt r ram. b •Y m N p..r. Pepe xm. (Nrzcn
CHILDRENS LEARNING
Pearan. Aa awl a a•rLr)
. •xee y Aebw.Ll ed A�,TeLIs N E.bmIY •.br x.L..ee m xom W +eAwr
ADVENTURE CHILDCARE
xA, . o.Ps.e r unx44
u Is. r mLd. r LveLlr A.weLb,, 9Clwl.n tlYtr RLwr ;4 1nz W IY.•14r 14
Im1 a Omnrl Ir ML (IYFaa141 YArINt>
Fl e��st a rrs r..I.+.I r ae0.ws ..ram. Y tea. N wII,.. aw P..
K.r. twat.bibb r �e .r a+a., .. �I.e n ma...�I art Ie,s m
blur •:l m.La L xe�i.srw.4 r ..soma .r.m< Mn .., bxlr b m. ,qlt m .�I.
nrr..m m IL..Ab.IaL •L.
SITE:
w br r Ie..Ix rea.R b. r w1r1 .Yin
(ArxxC1Y MMtn. M awl A !/Ki
® [�.Lb r •.v rep. Y x.s r II. aW byy An.Ma x.r
-- erwblMs
LbvnaN ASixm0. T+
v1e�b Y M1.I SI. 41r Y+ xA 3n4 ntl Yx ,4 m14
•rLT e�vY Ye •YWr. Panb Ta m ILeLsle MPeYTe,I N Trelgaded•i a„1 N rY
Ref reel.l 10-K ar ay.e ,0. mY. a Daoar,I .t xA4Y (4i[CR nNF4nY. u 9pIY
m ar4Ly
7I50 GALPIN BOULEVARD
MY� rywl b w ary N OLPMvn ey wn mT part Mtl w.areer t; xu; M Drobr4e
CNANHASSEN, MINNESOTA
1; allay aee.Anl Ih A%a%6
�trrLx.�b fanlY y WntlNn C.tl dlitl M.wnN 1; xlXa atl rMv14 YIIA a
x<vv
CARVER COUNTY
Ara L.bbus. m,mba h AT.Lae Rr c.tMPb . m P.br n• lrr ,,,, „. 3w4 Ir
e. xn4 . oeP.,Lst l> atuxe. b 4.M m„ p.e 0..Itl Ib.•yer la Intl W oe..a• 1;
]Ira . aaey*.t 14 AL4YR. eN n IWItYIn IMr blr Mweb. IS m1a IYI rrrwy A an..
e. t Ib bi ea4 mtNe m agkW a Peer !ia s .YeIW MN
irnb,-tM RYf,NthyY Rat W pit rYb. 2m
(Nxeerz ten, u vIp•L a Lanett
STATEMENT OF POTENTIAL ENCROACHMENTS:
are m . rr .sane .e•ed...Y eye a — Pv lbye' .. bby d reeeb
HARRY S. JOHNSON CO., INC
LAND SURVEYORS
9063 Lyndale AM0.nu4 Soult,
Bloomington, MN. 5513T
T.I., 952-86A3%1 Fax 952-064S20C
rre.hblwmyaR.aaa
8361T
8
a4 w e•
2014531
:., . 1 OF 1
\\
1�
. . ... ..1
J\0
........
ice•...`..\
\� /F
•.. • . .h
1 NIaN.w II-Iz-Iz
/..
...
....:.1 ff.um 'x uus
ell"
...
'...
.........
..........
.... .1
...'.'
// ..... .....'.'
..... ...........
..........
...........
...: 7
1
V
.
Q _rri ________
Q
Q
n
m
s
18
F
f-
�- of N
Y s
0
R� F
1
EXISTING
0-1
TEI
El -
il
E--
- —
GENERAL DEMOLITION NOTES
1-S 6_E N± 1. IN IIILECI L.1.EEI OE Ev➢EN INE s'u 51awnm
0. IX IIC"w.mSNALL SE IEVUOI-OP IIII I Ci THE EX6TNN sTX RE5 NEI
B T�r�F6 v.IEEyI1N1 Y ��IEI 1AN.MW—.1. IINEIII IMPaN_XSXIS wS
c . NSNSHwHO OMTA WT•swls
IEax=anr�Eic�.v�`usT aasiEHliw`s
11
H�ooEn,-GIs osEccl. M.� sE i.
.cc xlmwilac.Ls•.re wn�w lExnu lEwlliGls ooeww sXw
N. -E aIEwEoaTwcrm>«uruEu. rlEau-os."_ss.n+Io.w®Ino-rnn
o.TUIEE TONvv�rsarXroeuEsowo IlEcorarwcrmx masff rrc�ECI. IHE
mnw.c-a uai� Icn �I IEsw®e Ew w.. ow.cEa to IIE avcEH.
woE�I¢sawssau uwnTlE mislwnuH na sE5 all.smaEa.
D.
.11 E .,9G G E Ell ".Ens IE� OFT I II11Lm
OYIMYEO.IfIDv.IE11FR�F. NEA4AEVEXIS INNEIN
IN
lE0. flE. fdllx1 6
NOT IBC BE �LV�p�B9Ki.1 p.1E 11 I.ST I IIE
lF/.SI�.Ni �W xTGHE.xv EYUv.IW.' IO aEOUESI
IEE[G!^E�4 EI161Ti MI16YNnICOxIW"'.� x1yE a'OVGSFB MmIE hYEMIS SH:.v
e. swmYT,EI.
Q DEMOLITION NOTES
NEE
W I� E11 rb �a.x�.-loX. sEE IrIIn. olw -sH
x IY 'I'I'I IC IE'EN
Y.wl..n fsG $TKINSSE...E..E
.I.N.CF nqs ttw I.G CEM} TnI.To N6IPJCIp T+AYS
IV nWw.C-Y9Wt ¢AP'4R hLE5Il T'Ov._mIH.C4 EVEPov
pl iz` ❑ DEMOLITION DETAILS
5a. Ix.E EVJR:,M'. SFE W.GNNECE...I.S
CHLDMI?S LEARN O ADVENTURE
S
FFE F
FE 96 966.75 IN Tgl "nry 0I5
mau lal
4o )
00
Iu vT„ eer OlI�nInc.
j�J f�CXi+1 fie, � ,e1r j©f � a Engineering Associates, Inc.
ow
PRELIMINARY
E
m 0i NO r FOR CH/LOREN'S LEARNING ADVENTURE
'51 E 206.78 S 84*51*24' E 268.22 - _ - \ coNsrRucnoN A46
DEMOLITION PLAN , offs
SITE DATA
wERui DATA AREA
Bu.rar s.F.
IMPEIMOUS AREA
22.w S.F.
E81XI$TNG
EXISTING RFWOU$MFA
31950r $F
PROPOSED BUILDING AREA
]2.0925.F.
9]5Y
mmm�G lul nmp
6lPll5 F.
IB]I%
PRDPG$ED IMPEFNW$AHER
IN N-eL'JBPe.7t,
NrO95 F.
1363%
TOTAL MPRR,,DuS AREA
IK'.8'N S.c,
Al i9%
flICPOSEO PFIrvg115 AREA
MOBS SA.
Mal.
ZONING.
A-RAGFPCU-TL'ML
ESTATE DISTRICT
PARKING
REQUIRED
F1#NIffD
941B'STALLS -1 SPACEM KIDS
N
IG]
HABOMAP$TNLS
6
l
TOT&PAiNNG
BE
104
BLOC. HEIGHT
w W,X
BLGG. $PECIFIC V$E$
CWLDGRE"
EDUCATION
NUMBER OF FMPLOI
Q STAFF
0
I
m
Y^� � 1-Pu GF4JxJ �f IM�Pf P..EI
�j x
CHILDRENFS LEARNNG ADVENTURE
33.032 SF
FFE 966.75
e
s
rP�
N
.5
G
[¢T
EXISTING
O PIgPEF1Y NpIVMEM XYOfNX,
CGILIIEIE GATESCON(OlYANNOE
pITCHBS
01H TUATTE TE CUPS A .ESH
OVE ,, EUCIPIC UGHRPOE
UNOERGRWNO ELECTRIC GAS MET FA
ONOENGRUTNO TELEPHONE TELEPHONE 4WKKE
.ER TELEPHONE ROX
GA] WAIFR YANIKtE
UAN" VSENEN $>NLTARY MVIIOIE
RIGMOFACCFSS STORM YMIg1E
ELECTNIOMETER Q. CONTOUR
G GD7"LCO, Q.90T MEV. GVFT91
/! EIERwC wxIOE Q-SPOT FIEV.
/ NA9I PoLF
PROPOSED
mFlvEreGm,womcR. ® cum lMaT
gE onNL OIMOIe.
uMns Cf 51lEW46 N1G a YML,Iq 44NIMY{W!
WxCRTEMxp151PEP Mai I.
l O AKKVIDP/R1K 9PAC®
GENERAL SITE NOTES
��
• N.mmavw. ME TOTHE FAaoarW�n�anlDlAWE wTEn.
N THE
SM6U,FM FL AIR dflEn AOM6M� TC AwMLr PnwG 9wE 4 P3'.wHE
C ,LLM»i1GLO,AYM¢9MCOT3,WLBE P6,NIED THIOETK,Rf.
J AL ACR5�8E PM•'MiTI.4L8LW1 W'h SNiNR wSWI®HROETM �.
E REWYYlPE010/lICv1NECNIETN$.RENCE.]d.TEOAUL.
f. lW:.9,ECN� III LOPAMIB MD R OSOMMfe. 0.•M5.
AKA
REB ' IHLGR ttC6 B.XLd4P L HE �OCATIONT AND
MCffi M.XMDGFA'GRl6.
-
0 SITE NOTES
.IW,MfPC,f1lP. ,REIN LIND'HNODATEDA,5PM39P
MRPW DN ,,�,o ®6Pw�EGDA,ANA.IH)AT
f✓6 V Ex,PE.6,.IG WB.
i,AMA
;e ,m.lALMS Wn .ES Too S GzFEET
m.
µ
�TMv
�1GEEA,lP, w��
TOO .nG GATE INIE . P.AN T 2P l£L4.
. PM. WRM4TCA O fA YTN ODUL BIFAC FOR EMCT 9ZF AND
,� ;bll�T�„T�„GEEFR�HAF®FGNPE„�
p SITE DETAILS
,rMAo.NDEie oAW DDGTR
oie TrFEA wleDP. Tva,loomel
mA W%E all
RYA m.,xAl.
aa• SIAb.IDAR
`. olm.wAF
PIT -•Ai..c
- An ACCFRIYE PAHTU
+w
FlwAPAOIV
I.Ivm lG
OP mwmw
a"'r
W Axe
STOP
ONLY LGx
14 ElO A"'BIT
. SPI
ISPIW, STIe_ TpA o#aCCJ'RF➢.W
.
T.B THROAL WAl/IwYS STREET mF`lBN
M
n 0.—.D '
TI �,FT E,
Engineering Associates, Inc.
PRELIMINARY_
NOT FOR I CHILDREN'SLEARNINGADVENTURE
SITE PLAN 1 :;__-.1C2ffe1
N
EXISTING
a ,ROPonv"ENRENi HYpUXI
CONCPEiE 'RATE OENM4NNOlE
RATE IVE
CONCRETE CURB CATCR=1N
EENCE UGHTETASIN
OVEHREAD TRIO EIGMETER
UNOEBRiROUNO EEEETRIC G40'HONE
UwXPGPWxO iELEPVM'E TELEP YANx0.E
Wq}EA OWNEBOX
WATER
GOB WATER MA.
yH TA $FFEx STOR.ELRRXAEIE
RRWT6 NET. ETp TOAR
'TTB IC UETEA d.Cg1i0UR
ElEE1PC"A B., BIOi EEEV. GVf1E11
EIECmtuwldE F]E 90T El£V
FCKERPpE
PROPOSED
PmPmnulEmr orwnvuv
STOW1 DRAW
_m— orlaw a�lATTo-s
.�..:mPor. .E lil—HATORTEE,
GENERAL GRADING NOTES
ANON ED S.T. DO mNTRUTDP AHAu XEuAETE.
Ix:.��siws AND WWFO iNTHE wwEx AND THE EwwEER OF ANN
A. E`wPll DO PTO TEcwsTRcl ON THE Ewo.EEN W.E HE-EED HE S NEE ETENT THE
fKAWAT a wT NOTE. OE. cwa cTE
SE .E. ST. RAT AEEXa wsTaDED M cwruTuu sNn._ EE Es.DED swain-D AOF
. awem.. A SHEST-E Tw.m.o NOT AvuAWT OR s TE. He
o.su Aroro.EnR ENS Mm Av. m
u Ko
w�aEEw�.�wE�wRw�N �o w'A�o m�mETR r.�-urww.�ETE m.aus
oOnwEo PCR aw l.wm. wm TD E WN-.cc-sTANw a T� wAc- aAa. s
mRECE.n n THE mlrwc•mi Ar w X.m�iIDxAE wsT To Tw owrn.
c. Tle mNmAcraREmwluu.canwvwOmEON STODEET'REEVATwa
vlara As.auwan�s Pwsls Wsmox NEm�oX •HErawla urun
.11. DO RAND wuE EARN ET.TO ON W1 TAUWm E.-EEE ADS PNmuTwa
wT�oeEeE1UTnm ns DEAw EXACTw w11PF1E . - I ORS
.1 EELD BENEAADON D"µR .E49T tlNGL16 eETgi Anv EzcnvATICHroI¢0.E9T
Ewes OT.ER s.nAH DATED OR SPEaP1. xENEDNw wmW THE DFICACARTAW
PVE 9Enwc s.a1 BE ASMRED PEN IXTL ANA.4 naw DwN WANTS TenaXen 1. ccMEP DE mwrueN AND ABOA s MANED Em SCT.
O GRADING NOTES
® xAu�en Scm
n. CESSWEE.Ia�An-0OxiRwgv THATOR NI(SESPXIAw.ATEPAN HOWSIXawwATENT uwTw
snw. ISEe P.nm.m P.XW HOW .GCArnlu
HER NpWxPwSm�wRyry VaTfWT.EA FE:Ee1RTW GUTEASSB9-.-TPEB6MC(J.
. IW.MfK' ASO PAR 1 ABA4
"iG iRxG p4xI5EE 0.WBIW RIN fGR E4CT LGf1MWl
"19 [Pax qPE RV 0.05m CdIP£TE MME16w CWNM1AIO.
ry, J.'MF:1<1gf PP_TDT4E wEL Wxf.#G NCfLMYP10
❑ GRADING DETAILS
EAE
Ex DE aluWNolrs
EST-NETwPSTITST
acRECT. wuA OF WI ISE ANCHIECTIrw THEW.
.A)
Engineering Associates, Inc.
7ELIMINARY I i .
1�„wE
E�,W�I
N07 FOR I CHIT DRFN'S LEARNING ADVENTURE
GRADING PLAN I-
❑ UTILITY DETrI.`
N 83'12'3 T,E xTmNNT,�L^.
�� wQ
9
e
� ME U��
rr,w mrEET
EXISTING
l wIJPEnn NONIINEIT
rnDBANT
urixxo.m NANH e
coNcm E
WTE VKVE
CONCRETE CURB
LRLMB0.51N
FENCE
51N
wEaHEao ELEC"EC
UEPT
Vert POLE
uNOflMN
OISMEONE
L.0 TEHTPHlc
iEIEPNONE
TELEPHONE MPNIpLE
WATEPONOVNO
WATER
OH
OqG
WATERTELEPHONE
WATER NHOIF
SEWEN'ACC.
N MAMIOI£
EIGSANITARYE
PCCE55
STC NHOIE
'LECTOE
E MEiEP
EA CCNT
Q. L
ECTPoL
EIECTPoC �E
EY. SPOT E. Gfi�TP
ELE
REWERE,ECTEWCP NN.y,p[
IONEA fVE
Q. yqT E.
PROPOSED
ORAN
FUSE— ueexr SECTPN
LNO
—UGE� uxnxcaouxO ELECTxx: sxvcE
—UOEBT— LNOLxwouxD ELECTPC NNE-H T-..1-,--.
w.rExsEarcT
�f➢C TEE UTNHINT
GENERAL UTILITY NOTES
w ru wNla Lt6vruff vENxe w.mu.
e waxnrmaauE3avuasmawmrw.�:.
c. L.TE. sNxu cononATE nN. B. TO TT111, _ ... .. - A .
xwcEvr.awErs
c- x STAEUCTETED TEUBPNENA O THE PPOPN`Ai EH UTHHTEr
oscaNxEva.a vu�L�coowiN.Tw w+TxixsxuesmcP'xx"vTws.v �n� cCNAxu�Es'
B. s,w.I.T1.w.x.*ac I'Ll snTEu uxNL wwTTE.x.1. HASBEEN xcc Lin e - FRO, TxE NaBE"ATT cr 'NU, Auw
ua
.1NE.s 3.� TERO`n TxE Ex a.
E w TD T.E ca s . o EN ¢ ax TO AN, A-. ovm. sNn m sE.m
Tm osn aE�"v4w AND xr<'+=v«x. m
xeAN TE,ww-E�Nm _R u'ix. mE�cT w NAU a-ae FROM
�.wrwexo.mTBTax.
.xmaExisaTEE.Lm ,Bw»aEssNr1 .E E.E«' Tw.1INE
T,E mxxwarn
EusTD UNa Yc- xorcrnmx.
E. UNUCCE 1..+>E. CALLA YECE�w Heea wwmxx YEvrnrus
.FTRESY L a v¢iun vmH T.1 aOORAG mH LATHE Nwu
� PE HYMEN RA [A U: L ALL BUNTWN sEYH1 PPE
BED v BE NOT. PER DETEB.m.
Q UTILITY NOTES
s.E.R wm, N.. TWFn.. WHO THBUNT vw wTm.EBEsrEaEvace
TorsY '
TEN sEmc�NN.OnLmrcsl
Rc .'.i V.NBfE CWTT.V.YEM. �3M9 AIAN9HT,
N.L.DER WOH TN . �'.1+ sEEH
zr�rz OEaEE N_. awvTHBaLNT.. Txe sEEn
zM sswuEa emm mA NOS Nix. RE.TEvNan
LETam DOLEs,c mNam.E NRAHOH
YEDxwwatvE szEs Tre YEE-� . nHPBsw xET LBCE®Es..v s�6uumim.
mn,cN EErzn;�LAN LEwia v
.BY.Ox ercx Now Pc.EN,ex : uu. P.Nw.
w.(PEP.Nw Ps,N;.
zu Pa mxvm�PNE,oHN mNSR»nw BEHELEcm,cmwNN. xnuum.Tu
B PflarwwEn ELEc URPOPTww
PUTNT E) wEw wDExYwxO TEacwwEcPPn Ts_E»w�E xw.rvv
orY
EMEwxxccnw Ewes AWHl IPEx Lacu ws coNP..w xRDUPENQrsI
iie r"Nrs Till CONNECT ON
P,
mx NAW' r-N E�% wxxwraSER LDv.Lwws
x. ,THEL=s.cmrH 46POiON
RO
31. WN wS,.HL NWN5 MN6OETO11 4PVP 9sR5 OF THEP:IPICTw I"
tnpaw,DT-E2vswucrGN6TTEE DEBGN .1'..LT,
LNE TO BE CpNECTEDTCDY�YCTw YEN, Mn.v CY FNGN�E,NC R BE BFWA c55nPvx
KM 4 E
M Wl9iq WA.
CdI.N'SI
1e9 wwJS-�wTHEE➢'.1C PEi P@
Engineering Associates, Inc.
.IMINARY
IrFOR I CHILDREN'SLEARNING
TRUCTION 1 7750 SPIN BOLE
UTILITY PLAN
u0E -
GENERAL EROSION NOTES
GENERAL EROSION NOTES (CONT.)
ML RxRRY:I(Y6 4O 9BDEIMCrO6 M.IX1® MM 40N MRn
PoILYl91 NFplld OC.w, II. S1M1 M1FP 0.14NIFN
_ TO n4 DE. yM'FS C'AVO.•S.E:IOVEE! FL ilf NU6:1. TE
MDTD, Ln. H R9ORBF vd PONSIwp TE FI[®>I
N
B1rE
Lr1EtBL•OX PR OF A µ LMN N UTµ
PN11U_
EIE Da IYI E6x'Ec SInPW v. cS. E c l TG XE:v wE.yFM ERYA No
E,^u.,Enrws_s:E. �.Ew. re.n waEs rz«fm.n aclLe
srw.I wnEnnzL:,a..
EDs.wrf
s
T
" waFF-slE mxsTX'.ICEVOx Ew.ucR su.nu-FE Ero o=Ea-Waww;
. P.EWixc wD EDsowE� l `DLE. O` EP u.' �`;FE''` „`
E „� ,�..
... S,. sPL1IW _xEs EOX sro f www a u,.,n
.TWDT�x PED ... 1 OF ;,.XE, ra W�,.xh.� .,.WG :Ox �
POE y.
g�'.�
1.
.EX.. F Loc,TWG .ml,mF FK11T16. omGE TxEa+s""ED
Gp6lRKTCV
5'
I
LLEI F,C ESTH FYPCI LOGrw5 5wLL Y CIXRYwEEO wrtN ME
aWWE's camE,cTloxwwLEE.
" E W.EXw,TglCp¢R.ETP.ICXE..4NRE CLEVWIG fO'VXwEM C44'uxG
CS EWLL RMDSTO °F Ix PM,X M1EP TVT ME\DF L
ER IW:CEE Slu,1 wW P.1 cdrtP W.y 1 SrsRV SO ix:r
s iuT..EES cn GE T. DID.
I/^\
�I 1
HH SHEEMEEx
THESE VPT[iW.tSµ.y,OW WPIFA ixPr E tt4'YVAGED Fw1'XE yI•,
..THE SATE W HE E .L..vy..BL S•:FFlCETrt CLL µD CNISE
PEsaexn V.TEEWE AND aDTPTux BSD TD axmwx Pw u w wFL
Cv. 0•4FM LSELLE Pw LEMS
/
\
wAlwmEmEvwLrE DOx-0.tiEC Ba y ,ED wEl.
THE c ''HE . DIe.ro:r.EUEUM WED aE ro.c
• XL®'.9L1MW. WEKi TEPS DI E 2 IATE iE.4v59vu H9&.uNRL
O PWLVE?.C✓69YMTFI55T4S,•E
lH DaT. WE.t.TnX W,Lsl.s F.E.ERD w W Nx
U9 h'HE VPE'C.x MTEP •SIILTLh^ DD, .wV. E,WthM-,IFD IS
sOCMI W.1C14.WE
�� DF THE Y'E.EEhG-HDETIn.- M LSIM FEP
Pr LEES .M,S. S11.TEE>_1MH.4,ED DWYx "DIY
EDEI. O TY I
M1El.1. ERw.MLLl SEE. IHE,,DE
SEEDED LATE= M Do`lnu- Tl_,m PLm,n HG W T...ETii
RET
o.PE.
X °F VEwCLFs - 'll
w, SS.s. s1EELEw w DE.HE w.ry Dll a Dl T � 1.11
E WST ...,,D D,, 1H, •4
,E.sX'wXEB E DEED, Pro Ss3a MUST EF wDF m`NTEDDIPPS TTHW: flOb:.aE.,I.X R Sa D CIF -
_
LOG�ORE XNENT L Ef C.DATHD rn'x THE I_IS r SI.1x1.W'D
TGw'S EPt [ E. WISHED a TDECx _ P4V , Tx ll DST:
SruNL.+PIs WP.IEVSEG YIE:'E"'
CCv:wCTDHS yL Sg^MIMCry6 w1 3 Y.S/.:K9
scan, W THEoEr�Tox Fo.:.rlm tt n.eYwm�orT
TXsfw_"�:'.
s.En sER9:' w.� w-E,Le C¢LEcrtD W Tw s.r sEW�
i. Tmuv:s Fwc.ED a'.E s,, uT Fps SHE, Dm�
so.s� � LEET n PmpcLm WioXXn WEED IovaXW +:vL
" ra.oa ares.W EE,sD,.
o. �a.SEs �.E,Tm.noE TGwwn.xo cPx oEa�rvcw•wva�. •W- Pu L oaw.cBs ..ro rcEUP-�Ls
s.Er. usT..nxExEo ro
Pu-EWvxuw DArn EFTEH M,9nn DDN Tl `, s=wL.ovate.
DI x Iw sr - .ETED A .w
"""' EEnEwuL ,EOTAI, c �. "A D NE'TY OF' o�THE AID
FP`-EE. p $ AHD 1, XO. VEnS F.M E.VI 6LTI11.E TAS
_�� llllllti°
Up
'c;
tl
1 1
L -11
A 1 1
1
1 i 1
A
CHLDREN'S LEARNNG ADVENTURE
33.032 SF
FFE 966.75
3? 1
eET�RE vQ
Jy 9y
\2 s
h�
1 j / � /� —EXISTING
Li/ L I PfAPFAry MCNu.
/ I IMItM.vN 4l.xnoLE
`\ I E (NEEVKEE
� 1 CONCI¢lF Cuf10 Cwip194Gx
.P EENCE / u I "X W EP WEFIE:,O EIFCiHC IIGM FJIE
I1NE T pEACgC ElFCiMC ISYEIEA
IMDFMF}IMO iEEF1Y<.Y1E lE%4YE INNNME
T. IELFAg1E 00%
SEIIUME
1 $VERPSE. WK. Y,MR1£
1 Po3RC£PCCS SfCYY WMQE
1 El£CT. UEE.EA EY .EL
1 _ R 'm B]Y E199iELEV. GIITI'a
El£CIIaIEDL . LE 0.510i F1Ev.
MhFA fIXF
PROPOSED
/
/ E,4YFXT
-/ —tiy FLOW Y61PY5
—X, fMIML6Ew1rA5
AI wrsrcosTue.x�
I
/ EROSION DETAILS
�..�_: 1 �_OlEr.awW soW msTx,cuEEXTXEa
r
HE— 9EI FFiLE Afi gg12mp
o i,I
1 i FI �'� IP9 WM.w I'IIOY 6CM1EI POIECICM
- �/
®- so v-sxE:Dx EASiM X,Lmn
SEOUENCE OF CONSTRUCTION
/LU "I E61.0 ElIH hOfOtilWR.,VW F.fMVR3.
/ 2 � EflNwW Vn�lF W91•JV E•4
� // , �FM µO(AB,EI jE35Al�SL
�� / 4vLY'1E 91_ G.tl E1T0.ClJEE _—`� / msuF a gWEa. c.�.•m a.rTE-s
}�j �I TErv.RLNiT6s®
vo=mw•s s
m 9. E6 NlIFW
s �E
IS
E,E,E�.
.ADw SI.LXEEEPEE. M
tE. .EL 1EVFdMTEPOEMN µJ 5E9.L4M..•E•'F.'hE1cA'LY4E�E-
MAINTENANCE
T, -
NPOES CONSTRUCTION ACTMTY REQUIREMENTS
EW'I SPUR" N^J1EN'M 9v..Sm1 W1'ml. SEFon ME RS, .M5
ENE MUTNA .ROM -SS rows c
FE EBMLI'1fMIT E ! AAmPEAT AM IT. WNNEA.
THE PEWmEEIII WEST PLAY 1. AND WEI APPEAD A,E C
TH
SAI
MAmIFNYIGE -1 THE INSTRI AND
RECIiMMEENT5 U PAN N ENDS ET F HALE WNW SATM 01
ARFIS INu TO H 0.5NPoE0 AFRO EE LE,.N WHOU I I M YES, SEEKS
ALIT AETEE AJ W, H DEAR.WEx! A, NI, AWAREAWAREeRSNSAS ST
Z ALL EW, .1 ARENAS HEX. DUETTED. ws!nE BAST, wm LTDAL FEE+
DE A susuf I .AIDE..LE1. ENDemT RORCTrdT W ACNLweLL
Zhu 1Y THE TEAROOM 9E OW FEW kNp. AQObIG To I FgEO.NAA'
TAnE HE sgEs ARE UP, FABLED
A NAU.IYE.N NEY GV
F.M. SPENT MWM N,
SIEEYEILTAN I'DED, 661 ACIgEL• SEFF, YCA T
ILL FUR
.REW UNT ST BUYS
ES B TEAL W115'uJC'L® PAY WATER FAMI WEED, STES SIDES,
No PAY vEE9 SOLI MEAT MIX A FDSTE SOPS TO A ST. SHOD( 41w2vNME
SSTEA. SD_N AS A CRAB AND SENSE 1. ST. WATER 11 TE
WµENT APGE TO PE.
E:FE T WTEuIEEP]MAV .STNPIIES WNDO, SON. .. UP EAS MASE ^UAX: SET T.
Ell L ON TO
IC MUEOEENTS IF S- CLEAN AG. 'BYE STDuURBAS SAFI
UENSENTHE STOEEPILE1 1. SHOSSILLE11 µE DIIEWT FEES THE MUETFEIAEN! W1
ET
S MA00.- HONNVBN LASSES..S . . NE'IIED TO.
L5'1ANOE3 IRO SHEECAL A4 uRO WATRS THECS
SET, ICTRFORTSEVE, RSPOT
SROWE Cw SLaEq,NED FCSE E N THORASOF THE
rSrnAECE p y, US LON E4ACEL THAT 5 METHS ENE MD,SS A
xE KUWL WE�IECWIMEEN I Awl RwWAT G,RNY ,ewxxKE gLOL
FULL SEEMS WATER MUST A m1Sm.Crn 1. OR TRADES WATEW Moro A sr_.
H SAB.ffS. EA ONES, FEET LMv THEROEUM1 EDSE IA AM` I THE
PONT oSdMALE TO MBR.IT . PATgLEEARN STAgyRll SE BE COgF®
ERNSTI BOOM•UF yE T' TOASULFIDE W.FE-
5 THIS . REPT BE. MEN To IMMHWUM' EMIR DCEIATEEN
TEEPEE C:M/.CLW TO A S)RAF WATER.
6 WHEN WSG9EI ALL ISROR . SO PA-mKAC
NEAR FAME FREE HERW.."PREL1 AM FRNFtlKULM TO THE SLOPE.
I ML MTV O5TLREm WaLG CddlPC.91 MST E RE9AO4O AS DAMPED u
THESSE FAITHERNATTES. THE BILLIONSE OL RENAMNL RE BY A . SMALL EA -1
NE. LET THE WAREO.1 BEST AID DB .1 HE isl IALIFo EATONNTTo
EXIT%STAR �LMRANeiS IIWASH 111 i'SDIL LAW EEX HOMES AND FR«sN
-VED ON MEAN THAT NAME BEEN gSTIRNELE uq OTHER DEMAND OP. SITE uOMIM
CDNSI2C ON fYEPArgxS ARE PUT ACTIVELY LXpExIAAY SSE BE ESTIMABLE C1
PERWIFNnY ESFPEO AS SIT FOREN NTE FSUDmM RO MENTIIUS.
mYs xT:E.Rs`C"T.sLm Is.NRc.LNE.'- aiv N sPA�: L E SLEDDED uro waED WILNM!R
B WEEK w,,A scEs "PLO NE .1 1. DIM WESESD AMU.
ErnwSAwEIgASOIT,W W WKs YET NEON , PSIZINELYwIFEo.
C ALL SEEMED AREAS M S, NTNENL�D AM DZ.WquEO. NVOWJ-- AiEO®.
EW-mW SEON.�.`EE
a=n.Nu�MODY AR a=cs DovED ArA ®TATA
LBEa«R BEE BE z HERE, AN ATERES MAR NAME ¢ aAEPw-E
E EAEJWED AEA WN E RANSILTH.D VIOLENT
T�EWywm��A GEDLI RATE LERMlIW RO[ENi.N �APMT®,®
DIF TLE OSTLSBEo AREA.. NET E NA Kl.BD WRM A SEE ugTL. RaCO.
M IIIR A.
wiW -A�mLAUL.o. MAHO WE KNwE WRITERS CF Ar.CFED SAR
NIRDES CONSTRUCTION ACTMTY REQUIREMENTS (CANT.)
zA -A FRESTEATSSE BE .sI.NTLM Dx IS TEM THELVE THE TERE EmoEre.
O SOLI AS BEFFEµ MI�ED T .1,E 444YJ1 GpM `AL`I' f.ENm W Bm e EcE
^ILL ACE To EACH w.wryrt F.CM1ry TO DEEPER DESPATCHED TO UTILITY THE .
5
9.A,L -EgLLENI COx10.`L FEATURES swu BE USED ND AUHTAgD 1.1 THE DONATOR 111
LxS,NUCLµF pERFULDI W11I4AL FOLE15 UAW,GHAS ANS% SENI PASTE I SOR MADE ITWAEMEMb.
On wTELaFrz W TH NT EP]SiM
CLMa.-YFI.SDxES THEY MOODY gILESTCROTO SEfnF AxFa'x1ENCED FUKTNN
PA, SEDIMENT 5ryTu SHALE WE s SHBE RATED AS NECEST fERrvE ATO EFLY
ANSI THE NPAULAYE- BASHI UP -HE DTHE HEAREFES.- AIDONE
ON
SONNOL a.wT SELL ERMBI AS ..'I BASED S4 C.PRELLI STECONPIPIES NO ENO
DEFEAT, MAN ALL AFTE. FEOIrcEaEVrs.
'S.LES, c,E, S PAT L. A, A RE' 6 AN EEAEN, WETIW . TO
ID+BE FEE A THAIF PAWN Tlw W NILVAL vECE1ATION
D
.1. COT NAY' . ;1. BwPI CLSowiEs. TRNw gm, DOE'S I
ON
FAUFFEREATEEK RAIL FP.W ^. EMEPoEIOFEW SUPREME ME.I.. a.1 FM 1@ASO ERTTH THE
APPRCw'.TE NAME N'P T.1 THEY o. DSS NET MTI REELER M ROTA
ADER UP
PINES .1AMCWr¢V..PREETTEEETO THRE -S EPITHETS. EI .THI V' AGE CPERTET DYER FAT. -ED' SPERP SAND DA BE v15DC S,EETwG W E ISRDiSRF)
EnA.EFUSTR DEA MAYOR TµNAS3'MTENe 9UORWEM9Mr{x UUMARI MR. ALL TEOUllrt9
f E •. u S HOSE
WATER2 ALL FROM UPWATEwMd BRAIN OLARSO MIMIAS WELL RE DiSGNMEO m A BANNER
NAT DOES FEET UPOSE KE OUTFITTERS EMSpN IN RLIFINS ILATESELI OR SHE
MOISTURE Da iN.mDATOx a WFLANOS GLLUW RESiW SANE Ammltc -11
1. NE WENTAM
.EROB hTLEN TERF CMED UR GER.TII. W.ILEyEx 6 p . TWO x 1
PROFUSELY gMOT EAR OJ6 Tp STE BALE EKm .1 ID OAK d MINE
DO E'RESIEN NE ENTS L MONIS MERE A .1 .1 SEA"EP ISM DS NOERS N Z.
A9I6.
R. - ..I. R6ti1RMs ANDuwwit 'E DEAAPHYS LLP.R3 2Y'1141INN I.T BE IEWCM N
NW1✓iW TES IESWS Y5" I ITUEO Wm, xE pnsv N A091WEF NAx PM.LID
If'SNEES (s FA'N N3ECAd M M. W IRAIM N."IMIv S W L q¢LOE.
B WEEMSERRO.0 'WELNHECTSSS
C.FMO'xE OF'T OPEORONS TN 1,."E"WoMMUSEDHANDUE BYE .MILD 4
ORRCTME MOTORS TRAIN UHCLWixp OPTED TIT. µD MILT CV W.FIIXG MVMENVN[
cmmES,
E. �E n ANONr OF ALL BYWFMw L EEs SFLER TEAM Hz �Np mB NLWOP T Dy m N H,
A DSrNB1E..OF HOME 5 FAME TO MMWER As REwTTEON EASE .1.PRESENTS .
s RALAmS 1.OFANLs OF THE HAMEERE NPIEET.PS'NALL`LEDWAASS w: S,THEuEO0,
SWE EP ININ IEEE INS BEEN 9�EN0M SHE TO F4EM, GIGNO. THE,
SIRED IE£CTNY6 AND vAES,N:£ AAT EARN RAC AS SUEST AS M6F UF6 AT M
WP.W roFEr NNROc01FT+Aawx- oafs aE-.
SMS Sul E FCRCrtO ro. NLEQM, AM EREC1NdM5.
u BaTRE.S 4.- WAS 9' D. AP4L£O oN sPPLaEarn WTN A EwCTowL
STE THE -ITHE .1 s1ENLTE NAM .1 - THE, EOLEW.E .EECIM AND
IL SET E E_. ENLLSE Is D. PFFv.EED. SE yVPIYgA. WHOM .
MA 10m,UPm�E SoONEDARRRCNEs{a THE FEvr OF ULF FRI THESE
E MADE BEEN AS FCURS I pLLUTHERY SI AS S'NYE AS FIELD Cq:mBgS ALLOW. FS.�
T
ATENS. KLLpM gww.E DICERS AND CghEIM EA SYSIENTS POST
FOR EYOUREE DE INUFFEM SING MEPoSTF➢ To EL IM. tE WMTTIF SALL FIRMS AJ
NAL ESSH SIRUP BE PEMA4E,ST11µrtS ILE..3.. AN AENWEO.-I AT.
ABU REHEAT ON BYTE.
DOTES AND SEC MENT EPobIED IN SURFACE w.rUS. INSAID
µDOME. OPArwyE SYSTEMS AM BESTAB'UZZ ME AREAS WHOENE BCE FROM RENWN ESUILi9X
REENGUSELIN OF SUFFERED WDESO MISS NAME BE ACCSEPLI4NED PLEAT µ
EBCSEU BOB S. THE _ATOM SEAL. TAM RACF WITHIN I DAYS O NSEE I
E B 111 ACCESS CONSEAwTS N4.EE
THE RT
WARRANTS IF,, WTONE AT,PLE BUR RATE
NW IM ALREEFigH3
B ALL STRESS roman PREAM I THE
FRWEL,T LY' L A NA SAES Z� AS BEEN µAIRPORTS I.TLWMUER MAN CF
w zCURroi DAYS c. MMANKEEKEEWTKIEmliGEME
RE5 `WARE NTERN EMR WEE LOYAL RE - ERN. AUTMNES AND
R..EVMAINPy^V9IF PEMSFTW TO CAMY.LCi1E NY Wpry. Ec
RaRIVIs B - MNTs OW.AE OP
SUMMER WmAMT ARREAD,,C1D`N:a 4wR�S.aS I S UIMEEESL.4'o TO SN.E
THE", NTEMS D Fqu w.
- IF VEwR EIm '-LG.NLW' SELL BE AUFFE EMEME OF, SHE
i Tiw�IFG LILT PEED sSEAEs. TENDERED S ORNITOT HMALL SEE A. E1EELL AE
e. aFE..7. I IA"'OHN, `r-s�.Elm DE SELL I 1 i AMMO
EEMFr'.1Y gESTURN BEBROWNAs
amE.r sEEZM'I.rCefun.o`m"NMF_TY rn.L�w.NISE Ri.RroWNEFT"s�ON.
! EL F'MRx WY^IKES MS SE ESTEgLsfD p AU OT, SLNEM
NEYI
THA IVs BEAELN N. ltl [LNIN ONE SABLU,TAH NAT BEd ESIASUEE-N
A4:, ANCE VT+E.NISTARLrZREW
U THE UENRY pWMpf TREATMENT SS"EW 5 SRRIWED ALMFTW. I9GNA'AR
EONENI UON'Rp RAOHSS MUST E ESTILLL. 1O uAUTW E 1E pFEOµiM.
AM ENE SFEo MBT E REARMED 10 rEMTv ELSE MgNKNNL FSCIKES.
11
vPORE IT ENE T1EEEEKI SLOPE EMEND S STAMEN THAN E FEEL FOP BLUFFS
ON
x DCRSTRKETF, INTENIT �SS 1 BAL. iBEELL BE THE", FW OE}NEGI', THE NE,,
YE Ew STEEL. 1KRIX�- BE ... MP THEME sABLZATCxSEVEREDFEE ROTEOTENw RONTO E A ¢F..FE SAFETY CWSM'
6TIEEN FLWM14FRENBD WAS BEEN 1-,.A.
5 RENEWS NET So. EIIB HATE YI FENF£ O, ENT, DEEDED ESEd1
.1W TIE. GLUENT Yt S THE SERR.AI N0, BE NAMES
EME Q51 I PAD. ETN'E. RTEO'S III9E
AO
SN.u! OUREL W ST. PROWE I STDO.FLE LET
LOSSES PAE ANS SLOG E STMEgD W NN M-q,. ES.E1,ST SEEM W OILEP.
AEwT£T WENS
B. Afxw MW,,UK SESEL .1 NORMAL M WI SAT, BEN. TYPgEO
ISM, THESE
SLI E RT. AND WmiNKO AIM J1Y
Mg1^Dl/a LOTS THAL EMH BE RW BI`IWY.6
IErcSUPPEELN'R DEK-NNaABA BNEDwD WIN A FFAEo'A' FM NI
ESYWEHI SAL' B3 WCIEWCO THEMErASTERS. ON E HE III SL'RMEB INMWGNq;I HE Ww1aM
OR CMSRILNx
LT FEME UE OTHER AFMnNED REENT1 COVINCL OEVHFs WEST SE FLOWERS NN I
AEAW AS SHOWN. M Mvw
s WORD T LE ENT'S COST LIE A FOR APPARATUS NOWNVW
EMPAKE MLL WEWa hl6 W WANE HOURS BARE 1. S LVB. TESTLEVN£
MET ENAKAIEp POPE RW SAS LESELI 5 AUSHMAS
'OS51 LS,-RY MAESTRI S.LN AS N0.fw1EH LP NNE, M6 WE REESi©
SEA,A^ALT SA U.. COBNRFTM NEW, AK.A A50EEO, ® S, THE
FAIN Srtl@D.x O1MME. M R6 ',1EW W W W EIWEV^, MET E
•.. To...IEN. S1 APAME.E EMM4T... ENO RFlEN1
M TRAIN' 6 s9MEvf ro MiLTN W ulEGt SYT'ER'L0.3 AEE TO PEAENT
AAEI.M SEOEEM. WARES . . AN, M6.V.ES6
�-- SRI. WNR ... sW E, HORS OR msDoc-EERY FAmECESLc IDEA Asa,-m
ME I YITEDUS ME . FOR M 6ELTd AE WUN"E.OR rSMSWIY -I
NYNE•H BBADENR SUALLO, WMYEENT INSIST As FS, AS NL FYISaR FERENN. BAD
ARMAYST NEWI DEMLOW DE M SASiR ,ROW INW .1 M SE. THE
wEOETHE E SE IN!E NMHM PRHMHnEE HNS REELED maRa N.cw.c 10
FEEL 11 B 5OFTE ALL ARrs S M STE 1.1 NAE NET BEEN, 1.15 .SE M SE BUT
q xxuFa!MLSTAnw W. PM.MTHEBBevsE..TBTHEMRA
R BEOMw-ESAPEW THEgKTEA. ME . SE-S'. LE AYJu OTAq 0. SEPARATE .1 NE.RED .. WEER µ0 AT TA PE0.flKY S.EiJEM TO AHII1'E SF -SR Wu:T51EE..
"AROME STERNEST I STREWS SELD BE WASHES, R NU IDES, eWB6 BY lE KRT NM 4D/W
FOE A .1 HAyrm Ta U FFIS S . STRETS).
10. 41 W&TRAUDE AFTERES MUST S HERMSEIEO TO ENSUE THAT M MOMENT EFJN MllING
ESHTEIKTIM ALVNIIES 15 EAMM THE NFILTW TAUJ AREA AND -THESE ABFAW AHE HA T TTEO
FN]1A CpAPACTµl 011E r0 W.STMCTWN, EWIwEM ERMINED -FESMU TI NELTRI AZA
NIEVES CONSTRUCTION ACTIVITY REQUIREMENTS (CONTI
IA - LOW,A, CE IM Wo, MI SIN9u: ARM
ALL SERUM PROBLE AM
STABILIZED S A IMFTERN PERENNIAL uEGErn1M D,'MOT, P DIST, CE AT EUBEI
R�ETFUEM OVER NEW PIT M PER MEN
E ABLE, UP OTHEREM YERAN
M1.`ETSwv TO PI.rcNL Sll HI UNEAR ERBLIFFAOSIVE CgIDNRY6 ABU EOL VP.
v-VL THE STE AEIEP
AK T1 TpML EEMUTTNsT.aCI DTOr 6¢ EROLM
O wNDRS AS PA TRIPLE; (SEAR, As 6A- FF., I BE RLUEa �wE OF THE RE�iSSET
ST.,
FEE SEEM
c THE ..R��ATIw MAvGs-HAU ME to WEIUD As WWAS,.NA,.
sTPMvzm IC. R HEM NAVE OB ro
WARD nE RAM. EOMMEAFASS m swx S Oaoww] m-sa a
vrxMF w19E. THE aFA'OMT d PRNYAu--Irt umis L.s a awsENT vREDEEM
11e MAML 1O ODSEa EARRI -
dY9G
LOPETI.KIaIµ`s'Eµ0 EIWEC1a6� REPA.U'M 6 THESAWP.
t. FAAN•(:REtt1THE
R NEYET VMJWFP �LTx CF f6uuM'O RKS EOM LED �MARMANSTOW,ATTERSETINEW
S.TI( TPwNIMi.0.Yb4T OF A WLPSE OEKiORD BY. IDEAL SITE Ou EE]Ew,
AGEIM+. RAYFSL�T AND
ETiQORT Alx SOM1lIgxTHAT IS NYAINN.��ITo UGSp,
FAEAExrNN, YDNENI CUMBOAT OR PERMANENT IN NONE NO FEEL 'T, r0
ENE WOIM TIT YARN NE PoN4h RESEE IOFF SYW
C(A - CHANHASSEN. MN - SITE INTRODUCTION
l TEEMRLL 1 .N^'E_N ,..SLME..d .
BLEALLEAS AOMiwm ACOq.1W 9RAGE PNNK.O'. TWEENT . SURESETE0.ANMt
BET -HER RAVS0.PE AMOTrtRr4WA N, On T.
WARKI NEW I L RpMEO ARNMA SEEM. NU E@,ECIEO T DENSWERSU'S ON SEES
A. AIA NO SALE! 10.8'J -. BWWX
DEEPERNAT PALL 0' STSNWATER. F. NARRATION .
THE SAM N4E O.EGEILN INTO A R6i6FO INDOOR SASE Yu, AN SEND
'SHE'.I ""o" AUE N TW W O'NTRA ME ME 6IAYCRAW RMSE FOR
- ENIGV SAME MU T IM WEAR' MOM
FREAUND wE14VD. WEAR--TSW�EN TN Th PROBER STE TNPJOI' µ
PSDM OVLEEPT THAT REVS DrBENNEE LN�� STREET TO THE SEEN WE DISTRESSED B
PROPDED w-HE EAINTI SWETLAND AREATHE AMEWASNUENTROM AND WA DmEa
REF SLUE F� ON AM Nw. BUT FEE THEDIFTE,N, AID
w THEOSORI WATER
ANY OR LEME3 -1
OAIR1KK1 ORE
THE THE 6 THE STE AM 1-E TTh R LIXSIRAI TO
ow ISSTSWEE HAioi A me rlN RESPOND M wrmMcluLL UNSwBE THE TERII,P-W.-eE
DEED To DENIM,. ML mE EIfA.E AYE Fo.LJ1.mS .^ STOP OR -EA... ,
FEE PMCLI NIGEO FP.Fd"m AM HELP
RABELASOELIS THE 01 -HE 10 EP EKOE IN qEM TWEE, Ntl PO.1YIµ15
SSDAXia HEY HE SITE ..WRS. TO
HER..N . UO ONESa.. WATER REDDENS APEH¢MTfiKM.
PEW woro,x.1EW.
EI IINNIL
THE BYE LLI STE IS ÐEREALITY 1 SI MARS. A-Z ASP.LT. UENE g5rNC1. AT
IIWOu xNWLEvANTo.... 4NESOIANGRhR.N
4mv.Ersrorzlv5T;5RAr:.-v
Wil
A .ET E .-T. AEawFS ,As PREEN TAaAArzo BLOW AND "S IDUTlv6 S,
.aSEPTE HE"' D�R.®IELmaN 11M .An. Es+oFCT WALL ARE . (AM THEINS
RMEAUT W
I uOREEPAS
oJslRcaEx11WKF
S. SAT SE
A SMEHE WA4COT PREET1E<,W,
DONS Tpl THOU, SAN E 4011E SEAM .1. BEER.
M FOLLOW TABLE ESTATES A SxFDNE BOB STM-DAD D6IURED SEEM bppp
SWEM
AT EI WITTEX, SEEOE OultEi
I F, SAY
FOR. MENDED BASH AYE TREAT.a.
STE STOCrvIf, IpAVS
CtlMRD.TM I
SIQ1SE1MSµ0 4RlE COKERMI S .1. 10 . WE THE SHE OF IDES W1'NE
M SAFE... A'6
SHE . ANDER, AM DO x
SETTEENNATEiBFNTAL E DI. S M16. ToNJ RSIMNyµ GPM' TRY
FSTE MADE EEMUNTKK EASPREFF ABLE BE U'RS TO REFUSAL WSW SESMDT, FALSEEIEIG THE BTE, mE
SIT FENCE TO STE WCHiNEOM FUND PASIR:ED ALpA ,E EmI1R. S Al. T BE
- O ENDED AgHC SSEETT FEKE 'I E WERE ON-STE II
REM of rl.'CE SALE BE INSKRD
gNAI.2EwE Tnx xOruEW ANY ,'Y,fWEMA MEAT NEONRESSEDPWAS wE.V
ECETAT O.VRE RAW FINAL STABPDATM HAS EFT MECNATAI L5NFO1 yIENDAEO MEV
NEE SAS MDEEPS FEEL OF W BE NAT
WN"ER MS I PROS AEgD NOELEN TMV
T READAYS
KSA4O A WENDY SM A E NET 1SRYWEYS
CLA - CHANHASSEN. MN - SITE INTRODUCTION INTRODUCTION (CONT.)
CABINET 1 ANE
AA- ALL ARAB FNO INI
• OEAEA NAT a ENO 1. W .DER DREADENTEEMETU S .'A WSION CCMRn All AND PE
LAND "SMALL 0E K1u1FD 1. SWERE, I ISE,
MEET
DAY THE IRFUTUYES
• N¢ 1ES WEED DA UH FAMIH YLu1FN'L EASE WILL STE INSTALLED TEET WE THE SEETERM WATER COSOEYANCE SYSTES MILE BSAWN SEE AND FE STABALZED ELT IF RPri ONE'.THE
AMENDED i6 COMPLETED. SIEMENS STYLE BE Ad .AND OSFED IY'm'.d' ETIE CAPPCRV IS MEACHEO
A 1LE LASS W6TRL . ACTNM SE OSINATOEA EBTLK gTINYEMANY S EB. u LCH AND RmN FOR DEB.. I U." HpM
. BEET ABLE. SE IbCar.FS BY WnTIA PARIS cv NB Oa9AFB+.G As ABROAD
"A". UPEBYTEEHs sw.A.c NLo. 1%.ILmzo-rc.Ar. SHOW . WARES asBLE TO LH,, <uw c
NERESELDRE
•._EFLA b, ETrtA TO BE WE IED. TO ST.T HE BEY6'IEKTpI
• ALL EOFO AMID SULD WAs1Es PfN[MtD BL LmxnEie ' SAPIENT
oRNlloE FAME IN mlA.h: N A
COMPANIES FIDELITY OR EB JY1 RY UE ONE AN OyLSM
WA4gJ- q!M TO EMEA fiO.M .I ML . U!E,
MMC'M RESEEDED TO ARMED AI WATER MNU P Tp
ALL LEA-VSNIXVLS WASTE uAEWSA WLL0.RE�Ou ]KWASSEEMEDBE SEEMED A RSLO-TRUSTEES PREFERABLY A
HESTABLI ME A, SON"HE A, H, END
DAY
PERU
OF✓ YRO W THE IXYPSTER AT THE NAT AOF EIM 00 AM ELLTBFI1`ENR o AS LLEIGES4Rv, M CAV61PoICud
SµRAT WASTMA TEE E MM ASUAIAD STAUSID W �. MQXVL xILSDxEEFND AND SPILL OOM#'N PLOTLESS WESNgRD SHE
FEEL .EO ENO.1I STERN WATER A TXM'. RE
THE LIXLWNJ BES WALEE USED.
A FEaRff1F SUS, MI PE SIgED p SSE LL IgrSED P3AIFNE SYVL A TA3D m A YMND Su AND
IEwFn FROM ENE SIR BY APRULw
NLHNR6 Nq EUBXEMT USED S NEETE SHILL AS 14 SEES BERNRDO¢,NO RED,, vN6FCRO FAT
A LiM3
A IEIREENAL NEMLTS SELL ME . N LA9ELE0 AND TNTAPEB
AT N. FEELING MEET THEW CONNECTOR 9LO ALTO
EI30}uYRE
A SAI ARTS SMALL ARE PAPERE PROFITABLE
SIRE INE.SAES S W E
A ALL NILOUO9 HAED p, STE SrKL BE APLED m RELATEDNESS Wo, TE MANINN.TWEiiS
Rd'YEMIYl6
A ALL N+D mmlas NAT aIMM avPD. PAT E DER w TSUI DEAL wNIgE1s. ND PLEiEm.
L OF NEu UNE 11. PR.M. BP UWAY E.1. THE S. WARE SYSIRL
A SALE SOME BAR ON-SOFSEARS OF ASRLAW `�LL BELL TELLS SVN TEL
U,LAND UP ��IPMumLNFLY UROx DISEONFEW I TRAIN EI
A REELED THREES WILL BE WOWED TO WEST DIE.. N LE 1TE) AREA. WARE NOT BLOWER rO WEST
w1 DNSIE
A ALL WORK ERAS SLASHED WE BENT SEEMEDr SMOOTH TO PAYMENT (UPPO rEn ALMh AM THE
ux WFATSANDaAEErs. e aY.Tw
A A ftAR. MEA CS6rMFMN EN.. I BAN'.
A ALL Wq�PAu�LL BE AL .1 EM U. 1 W EEARNI AM .1NL S6L MU SEPEN'S
A OFFS HALE. ST1s I0 AM PQPTHEE SHE SNUL DOER TEFL LOAg
..
_�
•sr�
FRENCH DRAINU
' 111lIIIIIIIIlIIIIIIII�NII
Iil CFI
li L
.
—
w
L F __ -T
a¢mururtuvi
moss __
. •
e.ag �gm.aw� mscr�®r
.w'uasiEE. ParArc 4mPvcr°P
:«ae EwWF sr _Pu,rwcrm
-Hrr.ac PW.err°. .m.uE.r°AA.a.�
wAwuu°.a zroaewrn� t�nau
-sE �mSED
SANITARY SEWER
CLEAN-OUTSANITARY
...a.�.�
CFf A_A aid
PRE -CAST
SEWER MANHOL��
WALK
RECEOFF WT
IIUc rEE WITH PILL
� �
� - ax..mrrr�rc.sc�jaswnanm
.
- F IT"
H
g
Ly....,.a.meameam-..emo
smoer .,�.
j
♦'
r`
.e F�
a.
wm+^[irvss
�5 y
HORIZONTAL
THRUSTBLOCKING
TRAFFIC FLOW ARROW
RIGHT/LEFT TURN ONLY
PAVEMENT MARKING
ACCESSIBLE PARKING SYMBOL
�,..e.: EIRE HYDRANT ASSEMBLY '-a`^'
STOP
, ]'¢A45/G�mE3..EBA4
B.SLWa
Yw[u tq:w[.
•
A1'JT:wi_-
10Yii£fMrE�
g..E
nvuus
i
•..� —�T� rg
I .. I I I
B
A A tFfiIONF'P
III
`
SDUTY
A
HEAVY DUTY
HEAVY
,.• `.
-
, 3.�...,a °" 1'� ..�.
ASPHALT PAVING
CONCRETE pgVIN�
PRECAST CONCRETE
-
I
E
WHEE�STOP
a..
WHEELCHAIR RAMP IN SIDEWALK
UR�CUT
C
i
vwrimr xmec.oa.
...W.a.u..,
.,n.uwc
A _ A
t5
5
0 � gCildl
HOIFCe¢wMo,no�
-
.wn....s
I —I -A ® ••�_ YCiIQV 9-fi
.d
NCRETE SIDEWALK
5
I I r
b�
� �
Engineering Associates, Inc.
Z...
I
e r
$
I
PRELIM/NARY
4.
Tlr
sBe Ie A -A
_
A�
^"
NOT FOR CHILDREN'S LEARNING ADVENTURE
€
ACCESSIBLE / VAN ACCESSIBLE
��
WHEELCHAIR RAMP IN SIDEWALK
TYPE'A' CONCRETE
CONSTRUCTION 7730 GALPW BOIA.EVARD
GYIAN4LSS6V ASOESLOTA
g
f
PARKING SIGN -0
SIGN
��
BASE
(TYPICAL AT EACH DRIVEWAY CURB RETURN)
TYPE'B' CONCRETE
INTEGRAL CURB AND GUTTER
CURB AND GUTTER
rtv w� c N6
DETAILS l - '
C7c:o-
-
RIGID PIPE FLEXIBLE PIPE v
WATER LINE
m
��
& FORCE MAIN o SANITARY SEWER o
u
`ak
wyr�
�� .� �
7�R�� itl
p m w,mv°ma
asrvzv z'as."aww[.r s.r,v»..
nva+mm •cu rrun,.�.♦
[vzmt� uwm anvw
aws.0 nn,.wrrcmrs
c'irvc,rnromnrvmawcrr xxvx, .n m,
� ncr� a� �¢
"ie MR .sx.tue
aam
STORM SEWER
w�
OUTLET CONTROL
RIP -RAP PAD
TRENCH AND BEDDING
SANITARY SEWER AND WATER LINE
STRUCTURE
TRENCHING AND BEDDING
--
A A
TEMPORARY STONE
CONSTRUCTION ENTRANCE
��
uv � oma. aziwp
...r..�.r �..
mama ltiJ Ra��• �sifo ms worm
�m��o 0�aa am ues
iws wwn�
RIP -RAP OVERFLOW PAD o
SILT DIKE
(ON EXISTING PAVEMENT) r-\
-v-- "'-
CURB INLE"
E
rcuwmiox
i
...
�.c mraan ue.m:r
T—
I
Engineering Associates, Inc.
PRELIMINARY
� F� �
a
TEMPORARY DANDY BAG
NOT FOR CHILDREN'S LEARNING ADVENTURE
m s.._, a__.�
.,--.�.°- ---�
INLET PROS
CONSTRUCTION ��M�F'�
��ry
SILT FENCE 4,-•=>•
AfVEBOTA
TEMPORARY SILT FENCE
NLET PROiEGTIDNO
DETAILS ll cea 9
"
PL EL
ee
VARIABLE
eta S <. 23 .a•
ip
I�Wear
6
Course to be 1/2• vopo
Guxtt
- Y s W 1 e@�i e�z !�#F
Above Edge of
lox S J
yt9E
.. `�K1 j
9 10%
a
MINIMUM it' 12' I VAR:._
e" Tapsoa. Seed 1.i3.yIF2.
3
w IF Epe �
T/2' PER FT. WAY
TOWARD ROADWAY
A Mulch v Sod. 2'-MNDOT 2WO SPWEB4a0B
as lz
xa - ,yja FF ly l�/!P
3 CmveL Curb 2'-MNDOT 2360 SPNWB3308
CURB^.
I
OIL
TOPSOIL TYPICAL
2 1/2"-MNDOT 2360 5 NW330B
12'-Gass 5 Aggregate Bose
B f e ® e r i 11j
3• 2360 SPWEB340B
6' CLASS 5 BASE
24" MNDOT 314B2B Select
Granular Borrow ('Sea Note ])
p �, 1 i Ta e @y ® @@¢
^•� // s0 a!
COMPACTED SUBGRAOE
Tack Coat - 2357
Tole Coal - 2357
�•
�/"
PER SOIL ENGINEER
�FSE1!! i � a•
N0TFS
NOTES.iinmum Right -of -Way Reauwed 60'
2 Maximum street grade 70i
si' R I d k
!�'18 �
1. SHOULDERS TO BE BACRFILLED AND RESTORED WITH 3- OF TOPSOIL AND
RE -VEGETATED PITH SOD OR SEED / MULCH.
3. M'nenue, street grace 075R
4 4.0" Tepsel pieced H disturbed areas.
2�/ Wi F �! F•-
Y ?'-ter o •
2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR tOp; MAINTENAN:
5. 2 Rolls sod behind curb.
6. The bllumcaue wearing surface shall be placed the next conatructim
l s3 1 ill !' ee,,l!MPH;
� Fu S3RIF...l1)Ei.Te�i
BOND UPON CITY ACCEPTANCE.
3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESJ,
MAY BE REWIRED DEPENDING ON ElUSRNC SUB -GRADE SOIL CONDITIONS.
°°°s°^ following placement of the etuminoue base.
]. A tut rot of the prepared subgrade well be performed by Sm Dena
,p FK•Jfi:J �0f£Y1 p 0 �E
- r
! j✓
=. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS NO WASTE
in the presence of a city inspector. The city nos the authority to reaulre
additional wbgrodb correction based on the teal roll.
eerr_
MATERIAL. BLACK DIRT, OR ORGANIC SOILS ALLOWED.177
3 :1
an
i 2I ®
(�(.p OF
CM f
0
TYPICAL
COMMERCIAL INDUSTRIAL �e
0
�aF
Pedestrain Curb Ramps
I
RUM
STREET SECTION
MM5�
Dge 2 of 5
a 0
_
p,aSE°: A-.
-\GINEER'\G nropq yl .,
pure end:
5201
srrsc.. Fla
ENGINEERING DEPARTMENT
HATE xo:
5215A
nLL NAYEs"G\S<'EM\52
ruE wYEC Wc1s- s2
HYDRANTS SHALL BE CLOW MEDALLION OR
3"rV /2
WATEROUS WB-67-250
r sop nous Matvial
lope
ft
ALL HYDRANTS MUST BE APPROVED BY CITY
3/a
EXISTING BITUMICUS SURFACE
11E HYDRANT AINWER $ E A "Re Y0M1ED
16' MnDOT
iefmlui4 ROD 6' M PgW1 l£YGTN, FOR 5WE
YAfl1EIIgD .1 A UCATWI . ML ! WetE Ef1EcaW
r
Concrete Curb utto-
SAWCUT ALL BITUMINOUS
T,iµL
mAfFR Box (=� TAPE VIAPRNO D.E11 THE fl0.L lEN6T1 rf THE
�°.
EDGES. (TYP.)
/.
RT) AS Hai PfR
DETIRS EM5N16 OR FUTURE
5550.SSOT.SSDa CUB WTIFR uNE
,-6*,-Distance to wriobla
HYDRANT
1 /2•r1 To Bituminous Materia'.
€ 3•r 1/2"r p
VALVE BOX STREET
I cI scope
3�4" per
2' MNDOT 2360 SPNEB440B
Q
\ nOOT 8612
M
TACK COAT 23
24' ON.
t Concrete Curb and Gutter'',
.
2.0x
i rf H
I •- e;
2)f" MNOOT 23W SPNWB33OB
E 8� 12" \ `
tY AS 4M. CLASS 5, IOUs CRUSHED AGGREGATE BweE
,Y I 1/22'
x Use Only .�
Pari Lots,
HYDRAY, 9qE NC w
i -
DARK]. Sh. IN AS REQUIRED to—
i �
.ASTC wAri 1,X A,
_
3 - 16• Bituminous ME'-.
HER MCMW 203a
s
rTop
._1 1 y LL
wTe DewlxW
_,F
Rv-0 Yia2als waWCm9AI�nN
p
DIP
CS
PATCHING NOTE5:
17 1/2 10 1/2' Sur--
1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH
con"
CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH.
t OUSC YARD OF GATE VALVE TEE
_.:
28 -
2, MECHANICAL COMPACTOR OF GRAVEL BASE REQUIRED PRIOR TO PAVING.
1 I/2 AND 2 LAHAYEAS OF R ROWITH MMTER
3, CONTRACTOR MAY USE WEAR COURSE MATERW. IN LIEU OF BASE
RATLYEA1ttFNE (4 ) 8'X5' SCUD CONCRETEEOC
MILF 6'n
COURSE MATERA.
--- 1 1/8"r
4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATH
NOTES
ee
-
5. ALLOW WE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE
t- ALL HYDRANTS SRML- HAVE WEEP RDES
2 WWMUY JS COWER DOOR YAW.
says rc aw aY
'•
itumincue
r1
6. Roll PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL
3 AS NOTED IN SECT Oel 20RFACES QY OF THE SE WATTERIAN �GaTG11MAw¢Ntt PFAwO
M
Surfoca -
DURING ROWNG SO PATCH 6 TRUE AND LEVEL WITH SURROUNDING
a. HYDRANT 11 SHALL WCLUOE A N19RMIT YAR6F.
MT.
Engineering Associates, Inc.
_ _
O
SURFACES. CONRPN:iGE TO STRINGLINE ALL PATCHES PRIOR TO
ApppayAL
SHALL BE JDNT O BE 1
6. A11 JOMR T TO E 10110 T BD NA YEW-WG'6 WUM ALLOWABLE
6. ALL NWM.Wi TO PLIIYB TO VERTICAL A%IS YAAMIpI ALLOWAA£ TO E 1/2'
.
-- - -
PEA FOOT OF R
'
J_ MNWT 2}60-ORDINARY CONPACTON METHOD REQUIRED.
T KRANT TD E ECDEIY anNxm WTH w.ASTIt WRAP 0R BAD TD IxauTE THAT D
WCURIa.
aT P,
PRELIMINARY p G e Wb , .:: ebpn .
TYPICAL
HYDRANTL
LL!! V! TYPICAL CURB
NOT FOR CHILDRENS LEARNING ADVENTURE
AND GUTTER
����p�
CONSTRUCTION775D N DOU.EVAFID
INSTALLATION
c7WNi45SEN AME9l7TA
"AID ENGINEERING DEPARTMENT $203
DETAILS III �J e1'� e9se
arV-a
ENGINEERING DEPARTMENT
aATE ND"
1004
,� xrwEo o tin.
KAIE:Q 2oa
0
TRUNK HIGHWAY 5
wEsr /"BrN srREEr
r0
0
TREE CANOPY CALCULATIONS
TGTAL
vr9 ,
i
LANDSCAPE ARCHfTECf
_�. �.✓ `✓vl�
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
�•r•-"•••� ••s ^.,` �I.` ® am a duly licensed Landscape Architect under the laws
of the State of Minnesota.
�.-., •,� Print Name: Richard W. Rogers
INC)
l / Signature:
y •� �A Data: y+!MM+s License # 40649
• •• , v �� •' ,AJ _ _
_�_
....... y - Engineering Associates, Inc.
/I'E01 1 im
J muin..�.a. rm mnrum
o.rrsne. r..na..-rm
HILDREN S LEARNING ADVENNR
ueLnv B L:D 6 HHiriM'AY 5
CHAAH"Sev AME5OTA
.I
TREESURVEY xo
f7 d
a�
b
0'� C1�g11pAj0.1.
OMNER. E��XEIFN
�T
O'W � Vv
AYE
S
a : mLo O a .uuENE amn
UNPLATTED
Tg STgE
e C9
Q
4
7 N
Know
wharsbelow.
0
Cellbetore 7W 49-
EXISTING
e rnorEmv uoeuuEN*
C � N�+a:aF
iE
N GRvwve
a
C-�
NItlE1E QM!
GIPIBWn
� GTQ�9A4M
¢sa w
lFlFfl 'rff
d
u�Expwirm
EgkA1E BOe
�
_ 6�9
—
8 GWi/R! WNWLE
bVlR.N�'aEMFA
PMlHI OG IGL`FS6
8fO1., WWMIE
_ IX W
�R• � �R
_
7 E
a5u.i:G R SOi EIEV. GJiiFA
� ��(
•Fq.) R.9VJi ElEV.
C NMEN ar
6
1EGFNo
9MR 61MIL11R
_
MNYMfYIABRiW n116
WD®IWfEIE
6 WIVF7E�1
N'N[IEiEI(Md
IIIIIIERTi
f IR eFYYM�x]RI6
l i'1BN6 WPf l'FN3
61a1r®CGaIIE WfP'NR
� 801®UIE fIRg1
aoor amxr.uawnan •.rnc 'o�
on. an.�a.. w�ie
W AW191
as �
a ��
(qFS El11 W SrVrfA
QNW
,aa+',mei W rrrrei
81uN
'c a.s`ramaw
aTW I1. W SG11a
@AIII
amMv ewa W r�
as ruc
NWs
OI�
m.s we Wr a�nN. ♦v vxna: alloar a110
an. anon
IbnaM WIaYQ
WYR�M. W r[Y19
E N.M
n�uz canes W ra+aa
aNn
nwawc auacw+a W ruuNn
is awonx
N.r w.r
as Mx
a .����.mrm W rocaw
w.ux
Engineering Associates, Inc
ax,� _ rvz.ee-an.
>r �u Oy�Y�,111�OH'TCHILDLEARNING ADVENTU
+aroaMWra o 2015 u
CI� A
�v G+r xr
OVERALL LANDSCAPE PLAN 1 0'o I L6
W
a N
,61 NIP
a i ,
yy Know what's below.
Callbefore you fig.
----7
------- ------
%
---
II
iuRE
11,08011
��
11
}o- c:oo 000-
-
o� �000 eo
.e�,.
00
r......ee 000.. rr..
t nreloco-r..raa
a 1a T.�w 1sa / Ncrwrrroavao1ur,rn0.�T.imausxuuo�N.�x
1.cm..ou�a15
.m.clrs ffrrcn
xr rarrzrzHxu
..aEae.m..c Ke
E:1
sync rt«
x.N�oowoe.l�w.k.
1. fl FEF TO SHEEP LI FOR NOTES.
CEfNL ❑
REFER TO SHEET L6.1 FOR TREE PLANTING
REFER TO SHEET L6.2 FOR PLANT SCHEDULE AND
LANDSCAPE REQUIREMENTS TABLE
LANDSCAPE ARCHfTECT
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
aryl a duty licensed Landscape Architect under the laws
of the Slate of Minnesota.
Print Name: Richard W. Rogers
Signature:
Date: 11r 15 License# 40649
Engineering Associates. Inc
la•5w..0 �m maw-rr.
wr rsnxr wme.. om
HILDREN'S LEARNING ADVENTURE
GALPN BLVD 6 {tr NAY 5
CHA I14SSFJV MI•#ESOTA
LANDSCAPE Psvws ¢
I Y.MMwC1YLm
INMI
V
YYYYYIYYYYYY
TN: ��
PNRIYR
��$
Yyr
I�4OOl
3wm V)L116YRD tlnY ✓W, f,VT STJC�l TFE T.VIn YKXK-TtY194IJR
v ..aYJI..�YYYR.�W eMI[ t �IN.'Y�igY yIw^1+�� w.
mI0
s s
mcr�umw.�vn.®� wwriuiwu
Mm'•�w Yiv pl� lam.�. yY I6va
����Yu�w�v o�w�w ,•N�..YV��gyYm, 04 �
NYV�IIR�7yV••wrtyLpp sYA YY.m,wuw
I
IN
P�!
�,.W�Ow��
••.wY�Ol�.
e
YY.����
MEKIM-
I,M,TYfaYFYYLL
of
Ru: RYYY VtY
ENCINEEAING
DEPARTNENT
eNn
S7D0
PLANMO DETAILS i'OR
"-CAL NWVMAL PLAN M
�"`n�..a•"'�76`T�RSNI "'
'd..SSY8c LT�r^'NPR
Zm
m,..
_w
:.9'd�'T'ESf'p'.ni4'� i'ev•'
{a•.
\ _n'%wma
m'•
��
Iry �.iwwiii�,c
m vuwara �n,v
•
Z..Illy
�aae�m.aa�'Met
RL T 'RDTECIKI.
riTwR
3'�5mL`�•S •,�
OtNRY YNL%—�-
2PLi'@:Y...
e[•A�\�c ram.¢ �aTw cer.�
MY SM
dASSel I "y" o y� .... ..,,.. .,..a,.,..
IGL.N' vROTC7G DET1Y IPTW 31
oea
Lf� I�owl w[IMnmMreMOWE I ' I7 - I wAN.rot
War .wA� �f•Yw � �wre�o na�Ywen� m
�0/�GPY'1® •m wlillY•.SYIaYY1YC �e ,.�
ece eY� !'i�iiY iw g •ii• �Y � ����wmw �i
iG Wti�tl �V , m aSw
� 3: ;W. Y{� �yy.. YYuawun aa.a • -e o a ®v
tl.VY Yw
Y�P.Ywou�l
MIf IRE ; I Il NN I ENRFEE G 1— I % NTNG DETM GM
3-14 GANG\WECsWIG DaP.A MT `'310 StE£P SLams/WSs om PWITINGS
LANDSCAPE ARCHRECT
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
am a duly licensed Landscape Architect under the laws
of the State of Minnesota.
Prim Name: Richard W.
Signature: ''?`---
Date: v m,s license # 40649
♦roof .'
OOf ,.ems r
O °
O '
ora•�
t",�i ,� • II EU I
I[e eoob00000660
'�` .'\�o 00000e000006:0°'0°0°0°0°0°0°.0°.o°.o°aoi��
O
ee
) ee
— eo
ee
TRUNK HIGHWAY 5
z.. aoxcnEre.oEn
...
El— n� 3
•gym
1�
7
GENEBAE NOTES
UJ
• W
• W
1. REFEfl iO SXEET E1 Ep11glE5.
0
f
o13
O
S® }P.Be1N111G. uESEP Tp Orv6 bWaYSA1RTY
5%a OM5H2�16•
�~
SW SrtB FA•aG
A .�
Ip' I
Ik
33,032 SF®VE��
FFE 966.75
All
- --- vvve00 YOa ar°T•T•�°�♦
°'°.°.°.°�'•'r°.•.•-•vas-f><f ♦y
•
i
N
Know whatrebelow.
Callbefore you t
REFER TO SHEET L6.1 FOR TREE PLANTING
L,WDSCAPE SCHEDULE (SHRUBS)
Or. [Mason xu4
�
SRE .r 0.yrtixF
Smuieu xaE
Ey
urn fiaa ly.�
qlr.
ITAL
11O<.
'09'M19z1°c
T.
5 Ga
w °c.
u. nRaevr «xc.
scx.
• s9 Ibaxc3um'xun
Renwa.
cWr.IR,o.c
vweco•Ex.,.
° Iw
caxr.
ie�oc.
suwx.E
mEan
Lv1DSCAPE REWIREYVSrs'
6e•..�.�. USE.•.
Sa1E Ear � �
.96]6f KWMD
R6luR.J
-RUNG for
ITM.MRE.6<IT.� O1 � �
T.
•��
.,` THT..
�;SORY �H__; OUPERIOx,E
� HTU`S. EE4WLL rgEE6 AM]
it 'S z.9Wlt IME3 sup;:
Ui.S IFWXEY 111. TR ' M[fI6�°xv n•FS NO
Z 61MM 1.1191G
�
6Em
E'
wwwr eaavom-.n.RR uns
souaa3 nEc3. la sv�r•zs vv
su arlcs.losvur•u+w �:
�caamu�rz� zuno°ran mDs vvz
w•ImTH
sMaa MR lmIR
IT.
vwe6w-.wm
W15
1 SEULL.I�MD
,.INYElRE5I 6vr11ME3..vO1
•O•`FpMER.MnrrIFOM•NM•fr4Rf
�°VIKEr�.3 VfF16rtl1Yi1EE5MOi
s.a,. w•nmlR
D• �rZESE
SM6PYTLE]
Dc DM sb..
rRs rulwr
InasRE •IS RS.e macRvrrrDsw.
11Ofuvice•"xor.��vg..
rv�ismw.x°-�y: ns�Es
LANDSCAPE ARCHR'ECf
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
am a duly licensed Landscape Architect under the laws
of the State of Minnesota.
Print Name:
Richard W. Rogers
Signature:
Data: wly is
License#
Engineering Associates, Inc.
fzar•am
LANDSCAPE PLAN I Z-S
REYb
aiaa`asam
CLASSSKC DANCE
1log I
tall SO. FT.
THEATER
IFTERSCHOOCCOMPUTE
525 SO,
�W.
■loom
�II�II�IINI
■mmmm
■■■'
__J L__I EXPLORERSV _-
J31 125 1
1 25 1
M SO. FT.
i
n
"' COT2 T I, p
L
EXPLORERS $43
33=1. 126
703 SO
L_
IT —
II — _ li'ril �E9 L I� 1
n
C
IIII IIIlip
20
FOOTPRINT INCLUDING
BUMP-0UTS AND ARTICULATION
33,016 SF
FOOTPRINT OF MAN BUILDING
WALLS 32.690 SO. Ff.
NOTES:
1_ THIS BUILDING WILL BE EQUIPPED
THROVGH WITHAFIRESUPPRESSION
SYSTEM,
2 THIS IS A ONE STORY BUILDING
WIN PARAPET HEIGHT: 29
FEATURE PARAPET HEIGHT:3 -9'
FEATUREROTUNDAHEIGHT: W-0-
BASKETBALL
}
05 rs
10fi0 SO. FT.
�.I
EXPLORERSN
23
]01 SO. F
EXPLORERS
33F 1-24 0.
2d f
]00 SD.
low SO. FT.
KITCHEN
30]
LABORATORY LAGOON
d, YR5
�t Ott
8]] SO FT.
1027 SO. FT
IRERS%1 dO150-FT
--r�7
---J VOYAGERS N3
1
16 r
115
n
5W SO .
VOYAGERB 111 F=
18 mos
VOYAGERS p4
113
___i tfi5-32�
17
491 SO. FT. -
116
_ 514 W. FT
VOYAGERS A2
16 112 nm
490 SO. FT.
Lr--�'-
VOYAGERS
6
11]
F-
513 SO, FT.
EXPLORERS Mi
11
1
VOYAGERS IS
1
700 SO. FT.
11
513M Ff.
T O1
Y�
T r
K®-
T 0`
_ ---
r-T
--
EXPLORERS s2 ----
33m -5YR
SO FT
ART ROOM
---
110
I
IW SO. FT.
-J
EXPLORERS$G
33
120
-0
701 SO. FT
EXPLORERS "
PICTURE PARADISE
33 YR
}12 VRS
1n
756 SO SO. FT
LOW SO.
FOR APPROVAL
3/18115
FLOOR PLAN
c
@am@o
104177WATSOX ROAD
V. M.161063127
PROJECT
MANAGERS
1
LIJ 0
Z LU
w Z
LLJ
: U g
: L11
JU
�C) a
j U U
@MT SH ENCLOSURE ELEVATIONS
A91-1 sc� ..1a
f
10 FENCE ELEVATION
Nt-t gUyp tw -t'P
Fq
fEOffON'Y RM1irt �
DOPR
TV EQC
�1FILE STORAGE FRONT ELEV.
Asr-1 ewe w .ra
TRASH ENCLOSURE PLAN
l
I
4
I
�
l
1W _J
FILE STORAGE ROOF PLAN
KI�r yGy( 1J.1'1
FILE STORAGE SIDE ELEV.
ASIn M.,.. 1-10
FINISH LEGEND o
O
�Oa
FILE STORAGE PLAN
A51-1 erg 1N�-ra
gmv-FILE STORAGE REAR ELEV.
ASIn seas w.ra
SITE DETAILS
c
6G!1F960
tOMWATWNROP
ST. LWIS. EW W10
PROJECT
MANAGERS
@!,L,EVA ION LEFT
QtLCVH11UiV YKUNI
OPTION A
ELEVATIONS FOR APPROVAL
3/18115
EXTERIOR ELEVATIONS 33K
c
6G�1�360
ST LWIS5 0127
$T. LWIS, I.q W t$l
PROJECT
MANAGERS
W
ry
z
LLI (n
>rr
Q O
Z
Z W Z
U �F
Q U)
Qco
J 0 =
U) J_ Q
Z = c1
L1 U
fy
J_
2
U
r.
u
ELEVATION RIGHT
ua scve 1r=ro
ELEVATION REAR
•,a y L 1r-ra
c
6G1�360
10 WATS NRQP
VLWIS.N 0121
PROJECT
MANAGERS
z
ii co
>rr
Q � U
Z LLj
LLI z
ZC)
W
< LLJ
U) Q
Q
LLIU x
a
Z = U
LL1 U
J_
U
1
1
1,
1
ego
915494
ELEVATIONS FOR APPROVAL
3118/15
EXTERIOR ELEVATIONS 33K
ORTU #6 FRONT (SOUTH) ELEVATION
AZ•4 BGVE N-�rP
@m u #11 FRONT (SOUTH) ELEVATION
•ea N... �. „r.ro
3/18115
SITE LINE STUDY
C
6l!18600
men WATe a
s.. LMM, W.127
PROJECT
MANAGERS
W
Z
WW
IY F
Q F— (� W
W
Z z
Z U z_
Z
W
Q < U)
Q
W Q
U) J_ z
Z = U
�WN/ U
LL
-1
J
U
------------------
__
gum
LEFT (WEST) ELEVATION
'd
�RTU #3 LEFT (WEST) ELEVATION
as rate. td-1'd
�1RTU #2 LEFT (WEST) ELEVATION
•zo yraLe tm-rd
3/18115
SITE LINE STUDY
C
1077 W SO ROM
ST. LMM. W&12]
PROJECT
MANAGERS
W
H
Z
N
QH w
Z
ZU z
2
Z LLI
Q Q ai
J 0 co
=
Q
Z = U
WU
J_
2
U
APPROX 350'V
gRTU #1 REAR (NORTH) ELEVATION
APPROX. 350'V
) PROPERTY LIN
@)RTU #17 REAR (NORTH) ELEVATION
3/18/15
SITE LINE STUDY
C
10WAT ROM
ST. LWIS. W W RT
PROJECT
MANAGERS
W
H
Z
W (n
> [ifQ H O
Z LLI
Z V z
Q< uW)
Q
U x
U� Q
Z = U
Wv
J_
2
U
DUNN EDWARDS DEC785
"WHISPER GREY"
STOREFRONT -SOUTHWEST
ALUMINUM "ANODIZED DARK
BRCNZE'
a
I
G • it 4 T b .
- MASONRY -ACME BRICK
'SARATOGA SPRINGS"
STUCCO-DUNN EDWARDS
DE6214 "PIGEON GREY"
-' STUCCO. -`
SCORED EIFS-
`''STUCCO-DUNN
"SCORED EIFS- STONE .CUSTOM STOP
DUNN EDWARDS
CUNN EDWARDS
EDWARDSDEC750
DUNNEDWARDS `WESTERN
DEC747'SAHARA'
CEC747 "SAHARA"
"BISON BEIGE'
DEC750'BISON BEIGE'
1T. �a0D,1\6 ,4G°
\5 pE�CQ' �s66
IFP
Q
�0�1
PT. 401.19 N. OF
SW CDR. SEC. 10 i -•
r- ALSO N'LY ROW LINE
i MNDOT PARCEL 216 C
Oy Q P�
1 �
I
'l� �\
I
I / G
WETLAk_
Q
— — — — — — — — — — —
PARCEL 216
"DISTURBED \ \
AREA 2.13 AC \ \
/ BITUMINOUS/If I �,
I I
I
0
1 LL
7
1.'.i r "
HWY 5
I
9
►ll6y]
ELEVATIONS
I
1 m
FABRICATE & INSTALL (1) SET OF ILLUMINATED
CHANNEL LETTERS
O CHANNEL LETTERS:
• FACES: 3/16" 7328 WHITE ACRYLIC
• RETURNS: 5" .040 ALUMINUM. PRE -FINISHED BRONZE
• TRIM: 1" JEWELITE. PRE -FINISHED BRONZE
• BACKS:.063 ALUMINUM (WHITE)
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN CAN
• MOUNTED DIRECTLY TO WALL WITH MINIMUM 3/8"
FASTENERS. WALL MATERIAL:
ALL CHANNEL LETTERS REQUIRE WEEP HOLES
ELECTRICAL LOAD:
L 1.76 Amps 0 120V
ELECTRICAL REQUIREMENT:
ONE 20 Amp CIRCUIT @ 120V
POWER SUPPLY
RETURNS
TRIMCAP
FACE
BACK
LEDs
MIN. 318" X 5• FASTENER
SECTION VIEW
SCALE: NITS
SIGN LAYOUT
SCALE: 1/4" = 1'-0"
168.7 SQ FT
S,as and Awnings by �,
l scent
VITT :183)9
SIGN & AWNING
SIXC[Il19
5
we,
Project
Job Name:
Information
CLA
Location:
7750 Galpin Blvd
City/state:
Chanhassen, MN
Date:
1.29.15
Sales Rep:
Nathan Niemeyer
Drawn By:
Ace Schlitznicky
Drawing #:
ASA15 0035
1 3.18.15
Revisions
REVISE LAYOUT AS
2 3.18.15
REVISE LAYOUT AS
3 3.19.15
REVISE LAYOUT AS
Production Approval
THIS RENDERING IS THE PROPERTY OF ACCENT SIGNS 8 AWNINGS ANY
REPRODUCTION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED
2Oi4 AMNT SIGNS B AWNING. THIS RENDERING MAY NOT BE USED
TO RWLO AND!OR CONSTRUCT WHAT is DEPICTED HEREIN WITHOUT
THE FTPR;SS WRITTEN CONSENT OF ACCENT SIGNS B AWNINGS
NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE ! ! X•r ••••R ! ••••X
SPECIFICATIONS
FABRICATE & INSTALL (1) SET OF ILLUMINATED
CHANNEL LETTERS
0 CHANNEL LETTERS:
• FACES: 3116" 7328 WHITE ACRYLIC
• RETURNS: 5" .040 ALUMINUM. PRE -FINISHED BRONZE
• TRIM: 1" JEWELITE. PRE -FINISHED BRONZE
• BACKS:.063 ALUMINUM (WHITE)
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN CAN
• MOUNTED DIRECTLY TO WALL WITH MINIMUM 3/8"
FASTENERS. WALL MATERIAL:
ALL CHANNEL LETTERS REQUIRE WEEP HOLES
ELECTRICAL LOAD:
1.76 Amps 0120V
ELECTRICAL REQUIREMENT:
ONE 20 Amp CIRCUIT 0120V
POWER SUPPLY
RETURNS
TRIMCAP
FACE
BACK
LEDs
MIN. 3/8' X 5' FASTENER
SECTION VIEW
SCALE: NTS
SIGN LAYOUT
SCALE: 1/4" = V-0
27e -
138.3 SQ FT
OO OJaUIY Signs and -Awnings n'
.4eeent
rsn <I9sr9
SIGN&AWNING
91XCF 1919
Project
Job Name:
Information
CLA
Location:
7750 Galpin Blvd
City/state:
Chanhassen, MN
Date:
1.29.15
Sales Rep:
Nathan Niemeyer
Drawn By:
Ace Schlitznicky
Drawing #:
ASA15 0035
1 3.18.15
Revisions
REVISE LAYOUT AS
2 3,18.15
REVISE LAYOUT AS
3 3,19.15
REVISE LAYOUT AS
Salesman
Doie
NOTE: DIMENSIONS ARE 0NLY ACCURATE WHEN PRINTED 0N 11"x17" PAPER AT FULLSCALE r r X'9 ••'•. r"'X
FABRICATE & INSTALL (1) DIF MONUMENT SIGN WITH
REVERSE ILLUMINATED CHANNEL LETTERS ANS ONE
SET OF FRONT AND REVERSE LIT LETTERS.
O CABINET: ALL ALUMINUM FABRICATION. FINISH: Pl
• BACK PAINTED P3
O REVERSE CHANNEL LETTERS:
• "CHILDREN'S LEARNING":.125" ALUMINUM. FINISH: P3
• "ADVENTURE": .125" ALUMINUM. FINISH: P4
• RETURNS: 3" .063"(PAINTED TO MATCH FACE)
• BACKS: .150" CLEAR POLY -CARBONATE
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN PAN
• INDIVIDUALLY CLIP MOUNTED 1 '/:" FROM BACK
PAN SIGN.
"R": HIGH PERFORMANCE VINYL: V2
O POLE COVER: FINISH P4
(1) STEEL PIPES 8.625" OD WELDED TO SIGN FRAME,
FOUNDATION: (FOOTING)
24" DIA X 6'-0" DEEP CONCRETE PIERS
CONCRETE PAD: 3" BIGGER ALL AROUND
0 FRONT AND REVERSE LIT CHANNEL LETTER:
• .150" POLYCARBONATE: FINISH:V1
• '/c" FCO ACRYLIC SOLVENT BONDED TO FACE: FINISH: P3
• RETURNS: 3" .063" ALUMINUM FINISH: P5
• BACKS: .150" CLEAR POLYCARBONATE
• TRIM: 1"JEWELITE FINISH: P5
• ILLUMINATION: WHITE LEDs
• POWER SUPPLY: REMOTE HOUSED IN PAN
• INDIVIDUALLY CLIP MOUNTED 1 '/:" FROM FRONT OF
PAN SIGN.
O LETTER SURROUND:.090"ALUMINUM.
FINISH: P2 (MATTE FINISH)
ELECTRICAL LOAD:
2.8 Amps @ 120V
ELECTRICAL REQUIREMENT:
ONE 20 Amp CIRCUIT @ 120V
— POWER SUPPLY
FACE
BACK
MIN. 318" FASTENER
LEDS
REVERSE LIT - REVERSE / FRONT LIT
SCALE: NTS
CIwam'S L
OVEN MRE E
Childcare Centers
I 9'-71/4' +4 1'-0` 4'-0 • 2'-91/2" 4„
�O r
CHILDREN,CHILDREN,\ILII LEASNIN1 1
0
e
APIfEAf TMITE I 'I
I
Childcalde Centers o
0
0
SIGN LAYOUT
SCALE: 3/4" = V-0"
RETURNS
TRIMCAP
.• ACRYLIC FCO
OLVENT BONDED
150 POLYCARBONATE
150 POLYCARBONATE
FgUo) ffj7
I------- ---- -------------
I \
I / 1
I J /
I
1
__________________`_
I i
C
j\J 0 L_:JYA__L:j:
_______________I
t; 1
L---=----------------------------------
Produclion Approval
® I
LEH'20'U14
ENDERING IS THE PROPERTY OF ACCENT SIGNS L AWNINGS ANY
23.6sg1t Uf1101i0RfkHIBIiiONOFDRAWING IS$iRIOCYPROHIBITED.
ACCENT SIGNS &ANT7NG. THIS RENDERING MAY NOT BE USED
ILD ANO:'OR CONST RJT WHAT IS HPICHO HEREIN WITHOUT
EXPRESS ARI I TEN CONSENT Of ACCENT SIGNS & AWNINGS
NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE r 1 •'1 •"'1 1• •"'•
SPECIFICATIONS
FABRICATE & INSTALL (7) SIF ALUMINUM
PARKING SIGNS WITH DIGITALLY PRINTED AND
HP VINYL GRAPHICS.
0 PANEL:
• FACES:'/s"ALUMINUM. FINISH: P1
• DIGITALLY PRINTED LOGO AND Vt VINYL(DROP OFF ONLY)
• WELDED TO SQUARE TUBE SUPPORTS
• BACKS, FINISH: P2
• SIGNS TO BE DIRECT BURIED
0 SUPPORT:
• 2" X 2" SQUARE TUBE SUPPORT. FINISH: P2
FINISH SCHEDULE
PAINT COLORS - SATIN FINISH
Pl: WHITE
_ P2: DARK BRONZE
ti1CtT/'
t'f�llp Dpl: DIGITAL PRINT ON HP VINYL WITH LIV OVERLAMINATE
IM V1: HP BLACK VINYL
APPROVED BY: _
6" l
_2.1/8' L
'/2" 0 HOLE FOR
3/8" BOLT O
3/8" ALUM PLATE
(WELDED TO 2•
ALUM SQ TUBE)
O O
PLATE DETAIL - AA
SCALE: 3' =1'-0•
r
v
0
m
DROPOFF SIGN - PLAN VIEW
SCALE: 1" = 1'-0"
1 -10"
C1111Q 11t' M—AW_I YG
uru.... Cut,"
Drop on Only
PARKING SIGNS
SCALE: 1 " = 1'-0"
BACK OF SIGN
A
1'-10'
WELD
1/8" ALUM PLATE
(TACK WELDED TO 2"
ALUM SO TUBE)
2" X 3/16" WA•_L
ALUM SO TUBE
6
© QJa`\tl Signs and Awn ln9s Jor sYarJB
reap,
�ecent
SIGN&AWNING
9ixt(1919
i
• OPTION #1: PLATE MOUNT ON CONCRETE
CUT TUBING OFF BELOW PLATE, SECURE
PLATE USING 3/8" BOLTS WITH LEVELING
NUTS
• OPTION #2: DIRECT BURIAL IN DIRT
BURY PLATE FLUSH WITH GRADE. CONCRETE
FOUNDATION TO BE 8"0 X 1'4" DEEP
NOTE: DIMENSIONS ARE 0NLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE DATE: LANDLORD A•••• t APPROVAL:"1
Project
Job Name:
Information
CLA
Location:
7750 Galpin Blvd
City/state:
Chanhassen, MN
Date:
1.29.15
Sales Rep:
Nathan Niemeyer
Drawn By:
Ace Schlitznicky
Drawing #:
ASA15 0035
1 3.18.15
Revisions
REVISE LAYOUT AS
2 3,18.15
REVISE LAYOUT AS
3 3.19.15
REVISE LAYOUT AS
Production Appro•.I
CHANHASSEN, MN
MARCH 18TH, 2015
CASCO
QI/LD1�1•'S LFAI�IIAK"
Chit m Gnftw
n
E
O
O 0• O m
O
[- 0
0
O
ELEVATION LEFT
O
srl
ELEVATION FRONT
O
ELEVATION RIGHT
U
NOTE'
PLEASE REFER TO SIGN PACKAGE
DRAWINGS FOR SIGN KEY O
.,
O
r
0
�
O
ELEVATION REAR
O DRIM © LU- SOUTHWEST
©O ACME
BRICK
OERDS STUCCO EDWARDS SCORED DEDWAR05 DUNN
RDS SCORED ONARDS O SSTONE
DUNN EDWARS AMINUMANODIZED DARK ARTOGASPRNGSDEU141PGEONGREY DEC<SAAASAHARA DEQSD BISCN BEIGE DEC
C�BISON BEIGE WESTERN GREY
DEC78S "WISPER GREY" BRONZE"
W]
CASCO
CHANHASSEN, MN
MARCH 18TH, 2015
Childcare Canters
be b.o to to to to b.a to bo a.a 0o to a0 to
to to 0o to to be be to be to to to to to to to to to to to bo to be
ba to %a be b.o to 10,0 be be to 10.0 to to to to bo be to be to D.o to be be to le b.o to to to
to ba to be be to 0o bo to lbe babe %.a bo to t0 b0 lb to to to bu to to to bo 00 be Dn to to t0 be, bo to
ft LINE
b.o 'be b.o to to lbe to D.0 'bebb 6o bo o b.a a b.o to to to be bo to lbe to to be be ba to ba to be b.o b.o be
o te t.a ba o.o be o
o.o to to to to be to to to o ho bo 0a t.b'ab b.o 'ba be be 'oo bn to to la bb
0 be to be be to be be to to to to to Do to bo be, to to be b.o .o
ba to 00 to be to to b.o bb bb a.o to ba o0 0o to to be 0o to be
to to to b.o be be to bo o to t.o'aa to ba bo to 0.o ho bo t.0 to to to bo to ao ao 0o to to tz bo b.a oo lb to t0 b0 bo to to to bo be be to be
a ba bu to ba ba 'be to to ha 00 to le to tz to to to bo ao be 'Go to be to to to b
b.o to to bo ba to 0.o b. o b.o 'a aRT bo 6o to 'be b.o be to bo lbe to
be 6o b.o b.o to 'beb0 lb to b.o to to to b.o b.o to to to b.o b.o to 6o b.o b.o 'be to tb 0. PROPERn LINE
to a.a a.0 t.a bu bo ba to ao 6o to ba to 0o to t.a to as to
6a bo a.o b.o to t.o to bo b.o to ba a.o 60 'be to to bo 'be 6a to Da b.o be b.o 6o bo to to bo
bo to b.o b.o b.o bo ba '. to b0 bo to to to 00 60 be bo to
to to bo to to to 'be to bo tb t.o be bo to to to to bo bo t.a t0 to b.o b.o bo to bo bo bo to ba'a ab.0 to 'be RT I-VIEo babe bo 00 0o as 00 to to 0a to be 0a 'oo bb be oa a.0 b.o to be bo t0 bo to o0 0o b.a to 0.o a.a to bo'aa • as bo bo bb ba to to t.o 6o bo bo
bo a.0 *a to
to to to b, b0 t.o bo bo ba bo ba to Do b.o
to h1 b.+ t1 6.1 b2 a.+ bo bo 0o bo to bo b.0 bo b.o ba bo bo ao t.0 b.o be 6o to bo b.b to to to 0o b0 bo 6o *a.
be b.o *b.o bo *b.o to bo bo bo t.o to b.b to b.o to to b.a
b.o b.1 bz bs bs bs be bz b.o b.o b.b 0.o to b.0 b.o to b.0 b.o 6.a to to `b.o b.o to to b.o 0.0 t.o b.a t.o to to b.0 *0 t.o aPto %,a
oe oo 0o bo to to to'. o o.o to b0 ba 'be o.a oo b.o b.o
0o to to to be be le .a bz b4 ba iM@s z1b.z t.T 0.z b.3 bt to t0 t0 to 60 to to bo bo to to ba to to b.o b.o bo 6o b.o b1 t1 6a b.1 6.0 6.o b.o $o b.b to ba to be to 0a to 1.0
'aa to to to to b.0 t. 00 0.1 b.3 t.e b.e 10 34 L b.s b.a b4 b.1 to t.o'aa b0 to to le to be b.a be'oo to bo 0o to to t.1 t.z t3 b4 04 *a2 o0 0o b.
to to b.o ba b.o bo t.o 00 6.o b.o
.26.obz tz b6tbto to to b.o to bo 'aa ba tobo bo bo.6o bo bo ba bn bo b2 as 0e i.1 1.7 bbtbtttbbo
to ba bo bo to ba _ be to b0 to tz bs bs 1.0 13 13 So tN *07 b4 02 b.1 b1 b.1 b1 ba ba ba b.1 b.t b.+ b+'o0 to be be 6a bs b.T bs b.e 1.o as t.z ba to be to to to to to to be bo
b.o to b.o b.o to b.o o 0 be *00 to 10 0 bu b.1 b4 b3 b.e to b> is 10.7 b.T bs bs t4 b3 bz t.z b1 t2 10.2 tz b.z tz b+ b1 baabb3 0 .1 .1 .1 .1 .T 4z 3s 1 1�.11 U.Zsb to bo ba !be to a.o *am 'Do b.o bo
to be, be to to b, ba ba be to be be b.o ba 03 to %4 t3 t3 t3 t5 be to 1e t.R b.s to lb t3 tz b4 bs bs t.s t4 0.4 ba bz D2 b1 b3 101 1.2 13 Zo 3a s b.1 to to to ba o.o bo 00 0u be
0'0o11'11.a .absb1ile bb1ii1bz
b.z *aa to 'be 'be be to b.o to 'be !be be t0 ba t4 ao'00 0o bo 10A 00 00 0z b3 bz 10A1 0b0oa
bo ba ba to b.o !be , b.o 10A 0.0 10.0 to to tt 101b1 b.5 b4 bz b.1 b.1 b.1 lb b.s b.o 1.0 3.2'.A be bo bs bz 10A0.6 10.9 to 1z 12 1A to is b.z 10.2 10.2 be b.r is bA is b b2 bI ba b.o ba to to'be bb to
be to a.0 1.0 b.a a a to to to b.0 to bo t1 10.1 103 b.7 0.7 bT be bz b1 b1 t2 bs bs 14 `yam® be bs bz lb ba be 15 3.7 1.1 0.e 101 b.5 b2 0a b.3 b3 is 18 bz bs o2 b1 beb.o to ao as ba te'oo to
to b0 a0 *a .b.0 b0 U..o 00 bo 'be b.o ba *01 10A 3I2 22 i•4.bo b.r t4 bz b..1 b2 b3 b4 by 2a 14 ba bz t4 b1 t.3 ba tT 4o 151 21 ba b.1 t4 t3 bs bs t.5 ba bs b.4 b.
b.+ b.a b.o to t.0 to to b0 to b.o
to to 0o to to b.o bo to 'el b3tsSNO1zf1.a bs to bs D3 bz to b.+ to t1 b.z b.z b3 b3 bz ba 101 b3 be t1 9
to bo n L.T b.s t3 t3 b.T be bt.b.0.1 be'aa t.o to b.o ba to D.0 to to
1sbz
bo b.o b ba 0o a.o to ba to t.a'aa t.1 b3 0.v t.e is is iz is *le ba b.3 oz b1 t.1 10A1 t.1 0.1 ba ba ba b.t tt bo'00 b.1 b.1 0z'b.z bz t3 ba bs a.o 0863 oo
to to to b.o b.o bo to to b.o ba
R6bry.ouNbE AB1'
b.r .z .zs to bo to 'be 'be to be bo t.1 b2 bs b.e he 1.1 13 12 1.a bs 1.z to bz to t.e b.3 is to b3 a3 tz t.z t.1 6.1 bz 1LI b.1 ba a.1 01 b.
0.
to b.o o AB 14s bo ba bo bo t.0 t..0 to b.o tb 'be
to lb 113] bs {i.z i is b4 1i 6s as io 0< h1 ba b1 b1 t4 a.e i4 1z 3.o_Eao to ba be bo to to to to b.1 b.3 b.s bo to *as i2AB@14.5 0abe to a.o 0o ba b0 toM@zs
*AS Dz b.1 b.+ bz bs bba 1z R3aa 0.zbo b0 b.o be to b.0 bo to b.1 b1 b.1 Ln bz b.4 bz bs 0s t< A9 @25AB@12.5is1A@1�121z 12
to b.0 a 174�x 1 0e o bbbt1 bo ba 60 to t.o 0o b.o to 60 '00
bA@12.5+0i@ozas
a .0 0a ba b0 bo b2 b4 is bs 'o4 64 b3 b2 04 b3 0a be b6a bo bo b.o ba bo bo lbe 6b b.o
6s is b.T b.e to be to bo b2 b.z ba as ha bs b3 b+ bz bz ba '13 103 b.z b.s 103 0.1 b.1 t2 t4
a
to be bo to to ba ba to to be
t.0 *00 b.o t.1 t3 'le 1A ba bu is b3 b.t tba t t 4 10A i3 b.a •33 bs b1 b.1 03 bs 0s b.z b.T t.y b.s b.z
ba to b • AB@1z.s to b.0 D.o to to to to be b0'00 ba
to be bo b1 bs 3]'13 13 tT t3 bt b1 a.z *11 %M@12S AS@1T %A 103b1 101 03 1311.o is bs b1 t3 b
co b.o 0. - aR pg ha bo to bo to to 60 a.o to 60
be bo b. bo to tob.1 Is Ze �z.a 14 1a b.z 0.3 to b.1 %A 10Ab4 b.z bA b.1 b4 to 1A to 12 0e Ill b1 bo to to to b.o b.o to ao bo bo
1.1 .z 10 1s 1s 3.L`z.3
a1 to le be *aa to t.a b.a to ho b.oa.a ba bo b.1 bs ii iz 'aa 3z 101 a3 b.z b.z bs 0.z • 21 63
b.a R3 a3 b.z 13 12 1.0 3.02.1
,be to b, bo b0 b.0 to be be b.o bs 1.o b.o t.a b.s 10A bs 1.1 •AB@1asg@1zs• bs I63 to 0.a i.o 15 Ss ie 12 be1 b.1 to to'aa to t.a oo *aa 'be ba be
be, b.o b. a.o t0 bo b.1 b3 bs to to bale t8 to ba 1.1 1.13.3 1.7 --"@�@1zs'
AA @ 1zs b.1 b.b *Go bo ao t.o to t.o to b.o 'be
b.0 *am be b.1 b1 b1 D2'0.3 bs be 10 11 is 14 13 1z iz 3.T 3s 144�s'12 3s 1z 13 30- �by b.a 1c *IA'.y1.ts �1z.zs'
13 to 0.
.a.1 'be to t.o ao bo ba b0 to 0a 'be 15q@145'00bq2
e e2a e io 1 1.e A. to be to bo bo b.1 b1 0.4bygfKYSQ2
bo brs@�'o3 b1 b.o 'be to b.b 1.0 bo bo ba bo bo
s 153 .1
b.o bo 0o0 aoobo b.o ba 0a be 0.1 b.4 bs 10 2rti34 is bo ba bT to20!�12 to 14 14 btb+totobobobabotobotoys21rS a z'
Zsz bb'to a .e
b.0 too bo bu l0e 00 0.0 to b.t b.z 10A t> i.i3u b.e bs "OE hR is 6a
to bo bo to bo ba to be to to be
ao @ zr
b.o o6+ D2 bz b3 b4 ba b3 ba Ds 53 i.z b.e b.T 10A b3 bs b1 i.i 9s 43Yb6 be a.a 52 b.e bz to ba bo to to 0.0 b.oto bo bo 6.o o 'aa bo bo bo 0o *aa b.t
MERV LWE 0.1 a.1 b.1 b.1 b.t b1 b.1 b.t '01 b2 ba b2 tz bz b3 0.5 a b.s bs b3 b.3 bs 0s 03 b.t
to a0 t.o t o b.o to to to 0o t0 bo o 0 a a to t o '0 o to to to b o bo t0 b.o b.a b0
b.o 0.o to 0.a be bn 0o be 0.b to 0a to to b0 b0 lbe 'be b.o to to as ao ba a , b.1 0a -to 0.1 ba b1 b.1 b.1 oz bz 0a tz b.z •ba t.o oa .0 aEb.o 6.o ba to to to b.o la bo b.o
RCPERTTLINE
to to ba to to to to be to to to be 'be 'be t0 be b.a to t0 be to b.o lbe le be ba !be to to b.0 too t0 be ba a 0 60 b.o to b.o be to to to to to be 10.0 ba ba t.a t0 be
be le ba bo to to ba ba ba to to b0 b0 to to bo be bo ba t.o to to be bo be bo be bo to be be bb to to bo to ba to be to bo bo to to b0 bo to to 'Do to be bo to
to b0 to 0o ba bo bo to to to be to b.o be to to to be bo to be to oo to to 0o a0 b0 bo bo b0 t.a o.a to 0.0
be le bo bo to to be be b0 to be bo bo to
PRELIMINARY PHOTOMETRIC PLAN
c
6(nl>36 a0
IW17 WATS RO
ST. LWIS. W W ta]
PROJECT
MANAGERS
W
D
Z
W (/)
Q
w F
Q
ZZ
W z
Z %.a :2
W
Q Q U
J V 2
U Q
Z = U
W U
0
J_
U
__
•f�xFs
LYmiru'xe SCM1eUub
L
9M011
LaBN
DaKOI
NsalWv
CMak914ntec
daoiNvi
��N
Fienwe
'4
4
FN-
IS
dVL,...1TN
LUMNADEWI
FTG0.2A-WT
I.ESEI
xl•
qg
LIGHTING-
-GNGN
wMwK
IX1FLD.W
LUMINVtE WITH FLCCOIUi-
HFLOO E
sNEcwNL
MOIRiDb
0
XEFLECTGR. CL£M LENs.SM
WLU.INN.
KYMINYM MEPi51NK
B
OGHEN
SGS-03{F{N
S. BOUME GLGG, BIPLN
GNE SYLVPNIp
1
S.E'DIF-
>Np
1
<s
O
YS
LI LTING-
STENLIGHT WITH FROSTED LENS
CFTITIE/IWE01-]2w
FRW
MYIE
LLNEW 42 WAT S
5NMENGAM
WVL
IA lNN LED i]SN
161/SL.%ibl/I•N.%]PH
1
1.
]1E1 EIG
1
]999
HATE LIGHTING
GIF. T
LEGETTM
r1315.
AA
TYVESLlRE
LEGS 3Osw WITH
L°bINU9Y01E
L:
Is.
TUb Im GGE LUMINNP 151
1.
Ia.)90e
1
21
L.
WI
4 s LLLIGHT."E
TAR
vnoroMETnr sNIDED GH
CNIBRATICH FM]GRS CR ,D
USING. LVMENS DAR05
N GOINCYIgTOMETF0. WTM
TEST GSTMCE OF 3B]5 FEET
Lumi.iie Locations
SGfistica
�Y�
pYn
Onmllrcn
SynOM
Sry
Mu
Mn
aaMn
PgM'm
pcyMv
IeM
F
I
YX
plmlahn
T.p
2
AW✓M1
}
c
S]]Ic
OOk
.515]5
151Wfi
Y'S
SILY.6
CLA Rc9eny
}
aOk
D.)k
00'.1
I
M
IE50
1250
+eDw
OW
°W
z
M
.LxB.E
LE.
Izw
+zw
lenw
Dw
.L36fi
151013
bw
+
+
M
.5'AO..
12S
12.W
DD.
Gw
IS
ISII
Ow
I
•
M
.SSS58
INNEE
1250
13 •A
1.1.
Ow
.w55B
ISOdSfi
Ow
s
AA
'sssT
Iswae
Izw
Izw
1ezes
aw
.sSM 1
15w36
ow
E
.
M
.sw5z
.
1d.w
uw
Wm
aw
w0u
50B)d
Ow
s
AE
SWefi
s I
GI
a50
w.w
Ow
sBOOs
s1117
Ow
2
1
6
08
1.v
ses0
12w
IEw
w.w
2p
52]
1B °
OW
5
1
]
M
1.111
Isz .
l.w
14w
Ow
•fifil]I
I5x25.e
0.
e
M
d561u
IszZel
+Aw
ow
.sMb.
1sx 1
Ow
.SSISO
+snl]
•w]50
lV
w.
9
M
D
I:w
D.
Ow
0w
0
10
eB
d545_]
15250.2
I. S]
1.w
0w
L
.SS]5.)
IURl
Ow
1
q
A
1
WE
.SSnO
Isnsfi
11 W
rzw
0w
0w
4s 13.
m6 a
Ow
8
1E
.15
152A3
Mw
11
0.
Ow
.Sw15
I..)
0.
0
I0
AE
d51fi 1.9
IS2d23
1Ew
13.w
Ow
0w
9
15z.2.)
O.w
B
1
B
1
.5.,00
"GME
d5.109
112..
M
2
12w
U.
Ow
0w
.
Gw
15
/.B
•Sl)El
I52•A.B
14W
Id 50
Ow
Ow
•5)R.i
ISEOe
Ow
0
ie
1B
.SMfi.S
ISx12)
1-
11
2mw
0w
4.
1.121
0w
5
)
N
.SY27
ISIM.fi
1x 50
+zw
zl0.w
0w
4w 7
15173.6
0w
]
9
1.M
.w5T5
11150
1, 50
1,w
EAw
.SMIS
'PILE
Ow
.sz13.s
Is+N+
Esw
uw
95.w
0w
.Sznl
1s1Ho
0w
9
.AN
b
2
.Sw1A
15314.1
21.
25w
1°W
o.w
..16
I.IEI
5
AR
.5fi.b9
15w15
25w
21.
IOw
Ow
4 • 11
IS)w.7
0w
0
)
E
tl19 0
15201.1
<ST]65
152 15
"H
ESw
25w
AJw
Ow
DW
I AR FIXTURE DETAIL
Eo.2
s
/a
.5]I
15,Di
25w
uw
2]Ow
Uw
.s1.19
15,Y.5
G.
I
]
0
]
AH
4.2
L..1
xw
ES.w
OW
°w
.G..
1w:]
0W
AA
aL2e3
1 I
wN
uw
2sw
xiw
0IN
0w
2
0
.St 11e
150s10
21.
zsw
10w
Ow
•w119
15050.2DE
0
0
B
5
I-;
NA]
Ew
ESw
tfi5.w
Ow
.SN59
15.I
0w
;
10
1.215
1GTE
35w
21.
N._
Ow
M3
1sx99.°
Ow
.Se39.1
15]6fi2
Ebw
xw.w
O.w
IND,.
I.D.AD
OW
M
.50908
lwwe
25w
25w
JESw
Ow
�`'Nbt
1w516
12
4.Sl3
1.115
Ew
1.1 .5
Ow
•55M]
Is0I51
0w
YS
9
YS
d5525.0
IwMB
2W
2w
y6y
...D
IMNE
Om
8
s
s
.5511]
15058)
d5511]
1wH.]
D
2w
Ew
HE,.
Ow
0
0
.551,13
IwA6
2w
3w
L9B0
Ow
.S5ll3
INGOE
ow
YS
i
]
]
.&9s.1
IwNO
Ew
2w
1EET.
Ow
.N951
"T1.0
Ow
5
YS
I5931
Iw)19
Ew
1.-
Ow
Ow
b
YS
0
W03..
150189
Ew
4E93
Ow
0
vxu
1wR.9
]
vs
YS
.NB39
1.2
b]I
Ow
dNi 9
wB0.2
B
PRELIMINARY PHOTOMETRIC PLAN INFO.
C
6G1B60
t GET] WATSON ROM
ST LOVIS, MO EG127
PROJECT
MANAGERS
S/lE DE I/EL OPMENT PL �1 NS
CHILDI�L�lr�9S LI�QG�NING ADVENTURl�
BOULEVARD
CITVOFCHANHASSEN
RECEIVED
MAR 2 0 2015
7750 GAL-PI--N- CHANHASSEN RANNIN00EPr
CHA NHA SSENy MINNESO TA
8
ate., • w,uavaro
HM
>'.a., FIRM - MK Q tea.
n FLDooINSURANCE RATE MAP Kr2 KB2 m
CARVER COUNTY, HW KD2 1
T E NUNNESOTA
Atro NCORPORAiEU A.xac w
SITEa € CV I 'w,xfi aiov am• o >
M a, LU
CW K�-/
KB2KB
16
° LARD ND3
GENERAL NOTES: �'I 2 B19
NUMBER DATE
ECTIVE 7ATE APPROVED
• � EPPEGfP,EDATE W. 78TH ST.
A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, E w,
EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING
CITY OF CHANHASSEN
PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE
FOLLOWING COMPANY, AS A CONTRACTOR TO THE SELLER/OWNER TOPOGRAPHY AND CARVER COUNTY
FLOOD MAP SOILS MAP VICINITY M A P
SURVEY BOUNDARY:
HARRY S. JOHNSON CO., INC. Not to Scale Not to Scale Not to Scale RILEY PURGATORY BLUFF CREEK WATERSHED
LAND SURVEYORS THIS SITE IS NOT WITHIN A ZONE A. AE AND IS WITHIN ZONE C (NOT SHADED) AS DEFINED
9063 LYNDALE AVENUE SOUTH BY FIRM COMMUNITY PANEL NUMBER 2700510005E EFFECTIVE DATE JULY 2. 1979.
BLOOMi-5344 MN 55437
84-5344 952-8PLAN INDEX: ASSOCIATED PLANS: RESOURCE LIST:
CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE
ACCURACY OF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM CO COVER SHEET A-1 FLOOR PLAN
SURVEY INACCURACIES. AS1-1 SITE DETAILS ENGINEERING/TRAFFIC/WATER PLANNING DEPARTMENT
TOPOGRAPHIC SURVEY CITY OF CHANHASSEN CITY OF CHANHASSEN
B. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER /
DEVELOPER SITE WORK SPECIFICATIONS. C1 DEMOLITION PLAN EXTERIOR ELEVATIONS FRONT AND LEFT 7700 ARK SMITH, PE 7700 M RKE BLVD
D PLPNt�U
7700 MARKET BLVD 7700 MARKET BLVD
C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, C2 SITE PLAN EXTERIOR ELEVATIONS REAR AND RIGHT CHANHASSEN, MN 55347 CHANHASSEN, MN 55317
952-227-1165 952-227-1131
RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING
IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. C3 GRADING PLAN SITE LINE STUDY FRONT > .dErtEE�mus Q�' �'�
D. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER C4 UTILITY PLAN SITE LINE STUDY WEST NATURAL GAS CARVER O INTY PLANNING
CENTERPOINT ENERGY CARVER COUNTY PUBUC UC WORKS
MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS.KATIE
DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL C5 EROSION CONTROL SITE LINE STUDY REAR ANDREW LINDEN
11360 MINER, PE
700 WEST LINDEN AVENUE 11360 HWY 212 W
REGULATIONS GOVERNING SUCH OPERATIONS. MINNEAPOLIS, MN 55440 SUITE 1
C6 EROSION CONTROL NOTES SITE RENDERING 612-321-5426 COLOGNE, MN 55322
E. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE
ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES C7 DETAIL SHEET I ELEVATIONS adevheBohiQaatarpoit�te�rcam 952-466-5208
WnirierCa?co.caner.mn.us
DURING THE CONSTRUCTION PHASES OF THIS PROJECT. EXTERIOR FINISHES ENGIN RIN -./ TORMWAT R
C8 DETAIL SHEET II CITY OF CHANHASSEN WATERSHED
F. WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN E0.1 PRELIMINARY PHOTOMETRIC PLAN TERRANCE JEFFERY RILEY PURGATORY BLUFF CREEK
ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN C9 DETAIL SHEET III 7700 MARKET BLVD CLAIRE BLESER
FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE E0.2 PRELIMINARY PHOTOMETRIC PLAN INFO CHANHASSEN, MN 55317 14500 MARTIN DRIVE, SUITE 1500
ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS L6.0 TREE SURVEY 952-227-1168 EDEN PRAIRIE, MN 55344
CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND WIVY(Pa,datemarurrus 952-607-6512
CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORANEOUS BASIS AT THE SITE. L6.1 LANDSCAPE PLAN dkeaftbOAC1.019
G. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED L6.2 LANDSCAPE PLAN PLANNING/ ZONING
CITY OF CHANHASSEN ELECTRIC
CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS L6.3 LANDSCAPE PLAN 7700 M N MARKET
BLVD (COD) LIND ENERGY
7700 MARKET BLVD LINOA MACHEMEHL
AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CHANHASSEN. MN 55317 5505 COUNTY RD 19
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUVION L6.4 LANDSCAPE DETAILS 952-227-1139 EXCELSIOR, MN 55331
OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT
952-470-3321
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
FxmWretlsrEr>ewmm
MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE.
CIVIL ENGINEER
H. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE CEI ENGINEERING ASSOCIATES INC. ARCHITECT
ALANCASCO
COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER. 2025 C CENTRE
P IN E JOHN
2025 CENTRE POINTE BLVD, JOHN MCCUTCHEON
SUITE 210 10877 WATSON RD,
MENDOTA HEIGHTS. MN 55120 SUITE 200 1.
651-452-8960 ST LOUIS, MO 63127
FLOOD CERTIFICATION: a � oor„ 314-821-1�100 P�
THIS PROPERTY IS LOCATED IN ZONE 'C' WHICH DESIGNATES AREAS OF MINIMAL FLOOD
HAZARD, USUALLY DEPICTED ON FIRMS AS ABOVE THE 500 - YEAR FLOOD LEVEL. ZONE C
MAY HAVE PONDING AND LOCAL DRAINAGE PROBLEMS THAT DON'T WARRANT A DETAILED
STUDY OR DESIGNATION AS BASE FLOODPLAIN. AS SHOWN ON THE NATIONAL FLOOD • Engineering
INSURANCE PROGRAM. FLOOD INSURANCE RATE MAP FOR CARVER COUNTY MINNESOTA. I� ng� eel ng
COMMUNITY OF 2700510005E EFFECTIVE DATE JULY 2. 1979. , � /
Associates, Inc.
NOTICE TO BIDDERS:
ENGINEERS PLANNERS SURVEYORS
ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
SHALL BE DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT AT (314) 281-1100. Know whatrs b e I o w.
SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. 2025 Centre Pointe Blvd., Suite 210 (65 0452-8960
THE CONSULTING ARCHITECT AND/OR THE CONSULTING ENGINEER SHALL NOT BE C a 11 before you dig. Mendota Heights, MN 55120 (650452-1149
CONTACTED DIRECTLY WITHOUT PRIOR AUTHORIZATION FROM THE OWNER/DEVELOPER. 7 9
Job NO.: 2,
Georgic
Pennsylvonic Texcls DWG NAME2,
/�rl�ansas California Minnl�sota PNINEL 7DA
M5`
J°
X
o-yo
9
X
\a
VV\
LEGAL DESCRIPTION
II
y�o
Parcel A:
\Nx
0% ct0n
\\
That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116,
x "'
o'a,
/ X9`T"
Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116,
Range 23, Carver County Minnesota, described follows:
9J?
I
I POINT 1668.88 FEET SOUTH
\
as
Jx I
9so
,
3/ -OF W 1/4 CORNER
R.23
Beginning at the Southwest corner of said Section 10; thence on an assumed bearingof North 1
9s I
`X
�' d OF SEC. 10. T.116,
degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance
SSAN_ M.H.
^
of 1,023.08 feet, to a point on said West line distant 1668.88 feet South of the West Quarter
�-
/RIM=953.67
)
comer of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
/ UNABLE TO ACCESS
J
177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet;
°sx yh'1
n9
/
/
thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South
x9
_
74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees
xss`'X
" E i00.40- __
17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40
3
3 s? s 9 s 953'9
'r 9 -- - �'
S
OWNER: THEODORE & MARLENE BENTZ
seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East,
s ?s s?
JJ
78.32, 20" E
794 SAN M H
a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of
163.25 feet; thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet
/\'953- ` h ha o '74 RIM =960.21/1 t the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50
x 6�9�f INV.=942.1/ U N P L— A T T E D conds West along said Northerly right of way, a distance of 33.08 feet; thence South 56
9 0 9sO 9hry 9sJ ? 9sz // h - S 7q, egree 40 minutes 55 seconds West along said Northerly right of way, a distance of 155.95
° z s �° 'X '9s? // _- _ 3??0" / set; �lence North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a
\\' 9�s 9s2sx Y// - - a distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116,
'9� /I I WEST LINE OF Sw1/4 OFsoJ'41--'N'
s; yy"� x9 Rang 23; thence North 1 degree 37 minutes 50 seconds West along said West line of the
r wSEC. 10, T.116, R.23 / x i g -sue a Nort west Quarter, a distance of 9.12 feet to the point of beginning.
/ I ( "� hry \ X s i95 ' x �9594.0 X� s g5 / x
h x / y 9so.,x` 9/ / /A- -Ldq I ' X 7/ O ry 9ss h lies Northwesterly of that particular Northwesterly right-of-woy line of Parcel 216, as
9- - •J� 9s/- - _ gy FES _7 C.B.___ \ 6 J•8h, wn on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08,
' / ) e \ / (//s/s y.�' 961- 60- �' 9� - 1 ELEV.-949.17 I RIM=963 4 9ss s.J ' orded as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF
GENERAL NOTES: 2Jx �`° xyh ' 9s39 'y X y 1_-- _-'x- _ -sss / - E INV.=95V 1 >
�� s,Y ( xs J / /s28 p� xl / 5`_- ss2- _- -sso\�F N 8242 �" hh ANSPORTATION RIGHT OF WAY PLAT NO. 10-14, recorded as Document No. 279658, described
f \ \ ( - 9s3 -'� - S /�I 5 X9fi$. 9 follows:
afl 'G(� b X{i6t8 jai✓ - - �- `9s QQ /
1. The bearing system used is assumed. ?r 9s \ ^ �'s sO ''' \ 9s \ \ \ s x°' `a- - / - - - -ss sa- \0
? I \ \ a.P' ^ x `x �s ,? +J y^ 9 j / / X - - -9 6 - - = 6 s ? . t p s -� ommencing at the Southwest corner of said Section 10; thence on an assumed bearing of
2. The location of the underground utilities shown hereon, if any, are approximate onl . �� X3 \ x�. x J;? / x) ) �I `,,, l / '9PS �� = --�z �\ F \ .,,x North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of
9 Y Y. V e 953 o- / x // �'" a o- - 965 s $ 8 9 I y'c
PURSUANT TO MSA 216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO \ O[� \I yy. \ - _ a� / / / �' //j/' J / \96j��_ -sss\���a } s5 \ I 9s_ said Section 10, o distance of 401.19 feet. to a particular right-of-way line of said Parcel 216
x y5 - x �� /s �'{ a///� 67- -/ h x - -s87 \�\ �96 \ �\ > 964.a9c an the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16
ANY EXCAVATION. s� X \ ( / / /// / �s x sfias X \\\�� \ \ \ 9 _< y seconds East a distance of 175.14 feet, to an angle point in said right-of-way line; thence
.9 / �C // // ?� 6,7 , ` .� 9 P 9 Y
e \ \ sod \ j '•, a e" yn/ // / - `�' \ x°s gbh s� \ sss4\ \ ?� \\ _ s ex 9s, North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature
3. Subject property is identified as being in "Zone C, Area of Minimal Flooding" on Flood \ h^. - \ 9s x \�' // / \ 9 in said right-of-way line, thence Easterly a distance 662.60 feet, along a non -tangential curve
Insurance Rate Map, Community -Panel No. 2700510005B, effective date July 2, 1979. \ s\xa \ '0Z953- / d / PJ� oh / ae \ 5 0 \ y 1 \
\ X x / / 9s ( / (/ h.`x e x / �e \ s> OZtlyfl r oi( s I /e concave to the South having a radius of 633.04 feet and o central angle of 59 degrees 58
s a 09 / > 9// /s�/ ye \ '/ g ,,. 1 s, F40 _ minutes 14 seconds and hayinga chord of 632.76 feet which bears North 77 degrees 17
\ ,f• \ h4' \ 9 / Y, 6 66 y) 9 - ('1 R - J 1 EV. 947.4D
4. Site area = 604.913 square feet = 13.887 acres. ivy ssp!1 ` 1C� e`'3 N S ITE x� °" /9 1 minutes 27 seconds East to an angle point in said right-of-woy line; thence North 56 degrees
A. \ \ t \ £\ � ��� / 9 •� s� z / '� P sa \ 964-xy - - - _ - 1 96 I 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle
5. There are a total of 0 striped parking stalls on said property, of which there are 0 h s y \ \ \ ° / s, /� x >996j point in said right-of-way line; thence North 22 degrees 13 minutes 10 seconds East, along
O J \ >�\ ^ \ e\ s Ji / r� / 57 1- 9s -ss8' a> x 965.2 x 969 9s a -.ras \ yy\\ s ,W do-'9sv e P 9 Y 9 9
designated as handicap. _ �\ x s \ f z / \9 ", ° s\ _y s_ - J m
"' \ \ \ xae s \ \ i / / // s sB x 6". a s \\ "x\ ; ° ea 9 Y 9•
6. All field measurements matched recorded dimensions within the recision requirements of o� \ c.e._ said ri ht-of-wa line, a distance of 116.13 feet and said line there terminating.
P q a ( \ 9 �954' 9 � / \ '°s", x'°aJ x9 h"` \ 6"0 /C. o_ _ g� \\\�sX ssa.] \ 964.5 1� .' RIM= 63.80
s, d -s> \� s�� „ AND
ALTA/AGSM specifications. �• �• huh• ?° \ \ / _ / x / \ 6. - x9ss.a x� �� 963�,3 9N X� \ \ \6 sy, �a, L // s \ 96 \
x ssz g5 / / // N y959.9� 9 / / 9, \\ h\•'°'r `.B.
(< x X / ss 9� / ^/ / 0 \ 9s s ss /966 965 / Ps '3C I s>s / qs S xl \�D a`O j \ ?
\ I I 9G x �' a ?° \ RIM=96.84 Parcel B:
7- This survey was made on the ground and in accordance with the Minimum Standard O m 9s \ ?J / a°s ah/ "s j?' h '9 / sss°' ass x `'4` >d I �\ / ,y` 96gGj�" ??ONV.=960.3
Detail Requirements for Land Title Surveys as adopted by ALTA and ACSM. h I ?s \ / / // / / s - 9 ",eh' x- - - 69= x - j ', / s�e.Gx �%��,., I ,v ,v 9649 , Qi �sx \� h�\ I That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116,
_ r xa N xs I sp / / gS .,/ / / d / `\' / / c.6. 6y y�_966_ ---� I1 '6� Q ,D tp 9 96.2 9 ``.B.__�__ Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116,
S. In preparing this survey I have relied upon the supporting documents and the I I j sJ 1 h 4 a / / / t�9fi2.36 N �- m -s�?d� \ c���h9h\ 6s. \y) a) x \3 g Y
> ,, W / a --=s-- y 9 's RIM=96 .sfi Range 23, Carver Count Minnesota, described as follows:
Commitment for Title Insurance issued by Commercial Partners Title, LLC, having an E 3 m 9s / x j / / / / e / �PZ" INV.- 1 65--'- e, �� �e-� s ` sss JJJy s is" S I v.=s5s.5
N ?sx 9 / 9s I 6 i �0 3s 9 \ 96�y. ��� T .[� / ^ 'J X 9164.60 °JC
effective date of November 3, 2014 and bearing file number 39346 First Supplemental. Q\P SON m j x / (/ / / ✓ g ����ii� . ( Beginning at the Southwest corner of said Section 10; thence on an assumed bearing of North 1
F G I21 I 9 s s / / s i e son 9 9 9
/!
.m16 ` ER I / S?'0ss I� `$, 64- - _ - _ _ - \ 6 = �`� / �yh' 963'G / \ 964.23G degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance
9. There is no observable evidence of cemeteries in the field or of record. O 9s I I {DINT 401.19 FEES(?p10RTH C� / X! i9 / / 9 6� 9� 9 9 \ `5� Y x X9 3 \ of 1,023.08 feet, to a point on said West line distant 1668.88 feet South of the West Quarter
h S N 1 / ��,!^ r9 9 96. 'vsJ hp aJ i eh 6a- O" G 655 964. X
x9 SViBCORNER OF ?> ! 9JJ ! j / g g Js Jm ye 90 °>�6�9 ,h oe x eb^ s p/ comer of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of
10. The surveyor was not provided with zoning information by the in pursuant to Table -- 9s I sJs x h e�Fa �j / ( �S• ygA I / I o I. ° A e ?� o ° / ,bc E g
SEO. 10, T. 116, R.23 a t�/ y g -96a *96 ] A 9e ea 7a 6s.z ,a h , \ 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet;
A Item 6a Or 6b. j ALSO 1 j Qy0 / °s / 9s A 963 1 s ° _ _ 6" 96a aJc 5 a s_ °sJx
? 9s ,6 �C1 0, / / e z.,x `/J ° o (n 9z _y\ thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South
x WILY RdW LINE / L / v . o s a.afic 96 .fi s x o \
g 9I I I ?'x M 01 / ,a 963. x eh 96 ° x 64.65G - -0
74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees
11. There is no visible above ground evidence of earth moving work, building construction or Og �L6 tJI j / 'OFANDOT PARCEL 216 �ER4- tb� / /? 963 '°aJ / Ae' ?ss 'a� \ \�2 ', 's, ;'e> >c, 6' s,"s / '9 s' \�
Y / / ° _/ ti ° sA-N_ i7 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40
Y �c, , 2 °G, s ey s gb' 964.60G RIM=96�edarlds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East,
building additions within recent months. '`6R' GPB�FfA� i k x/ysr / X9JJ(/ STORM 9s?+ ,y pt`3'�yro/ / /a' �f,(`�° ° vCf' 6/m,9. c o M---
OYt\ GR I 1 , / .� x P ?Q` 9 •—�I�V�J ° — 96 G ]G 9fi' °'6 6°G Eh. °' O`'y Q4.9JG�'�i' 2 / '� 9
m RIM=961.65 -�\ I / / / o' / / / 96 62.37G S? �> \ ° 5� I - e,_ °� "� o ye / 12" INva-9jigtance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, o distance of
12. There is no observable evidence of recent street or sidewalk construction or repairs. I 1 24" NE INV.=954.0 \ 1 / X 3 / / 6\ '°x9.�3 T �I -`- A .,� 0 0'G 163.25 feet; thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet
/ 24" SW -951.5 \ 1/ / ,q 96z.isG P�'` �f`1-;�' ���u�cl.IsaG �'o�' y s \ °' to the Norther) right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50
h ' S' \ / / 9 2-Ta W/ 6 T 66a ` h. 96 '°sJ i? oe Y 9 Y 9 Y 9
13. There is no visible above ground evidence of the site being used as o solid waste m I ? / c 24 x STOR_ H.
" A ssyy �` ! t'
yr1 / // .�/ \- ,.�_ i 7 9 / yc 966.9X z ,,, s° .s seconds West along said Northerly right of way, a distance of 33.08 feet; thence South 56
dump,sump or sanitary landfill. 9s f 21' FES _ `X h a ,vc < °a e- h. s RIM=9
Y 1 11\ 1� . // // X962 i _ / x yy \ 9 J -ao R� (� e } sss 5" N INV. 8.6 c degrees 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95
• yo- 1 ap ELEV.954.50 \ 9• /o, // ?°
II designated b the client or x9 l lahh'cn 9J� \\ / O��J / 'k' / / ` ' 9s 9 e e "J� S INv.=958.�{ feet; thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a
14. There are no visible party walls. There are no party was de g y Y & n > \ 1L ? / 6n9c 9s �\,�.+9G / Ss•� 0, s o'> 15 p " m X M-9�3.63 �� j x96. 66 "� �'+ 21" W INV.�3 a.5 distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116,
recorded Party Wall Agreements on subject property pursuant to Table A Item 10a. OWNER: JIM I x ) �je O V 9 , / \ s> >/1 .> x O �`RMANENT ENV' 59'1 �a I qeo .'x 9 °cp r 6 f Range 23; thence North 1 degree 37 minutes 50 seconds West along said West line of the
AMELIA A I N I O S ��9' \ a `1x \ J `g._ MND RO' ESN 6 °Y,� / ° \ ^ a 9 g9 9
3 ` r-955� 9� �' PE NAB �' W:444
15. There are no visible markings denoting wetlands as delineated by appropriate authorities. 1 / 2p \ 961s8G/ y ss 9 ; 2 RI =9_62 / OT MAP AS s °" 6.]x A6 s66.zx h6 s Northwest Quarter, a disia.:ca of 9.12 feet to the point of beginning.
X9s I a�i / X s \ s \ '?'2" N INV.=957.7 9 NO' 0_ - 9s 69` ae 9s7 sss \ \ - STORM M.H.
/ 2,, c X- �, 9 s PARC 9 9 -�'jc \ EXCEPT that port of the above described property which lies Northwesterly of that particular
16. All utilities serving the subject property enter and exit the subject property through x Ix I c.® _ �1 / /, j 1 \ 24" SW INV.=9t15.4 s" 9 g 'J ss s : \ _-- -RIM=965.77 wester) right-of-way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF
public rights of way or through easements specifically dedicated to each utility's use. THOMAS I RIji1o.61 1 9s3.]�6 /// \ `Vs,Jc ��q95] °q \ \ \ \ 9,,> s j 9ss °x gR\ x fi9a\ ., s \ 6 asc 15" INV.=96...North Y g y ,
OWNER: I v.- a1 I ?s / 96 \ / 9 \ , S "0 Jx 9J a '`s - -x \ x�TRANSPORTATION RIGHT OF WHY PLAT N0. 10-08, recorded as Document No. 265755 and as
s I x 9S6
N /
\ \ rn' 6
E v > s L \ \ �9
HE / / s \ r• 9
1.9 --}} 7
& tD 'SC X S 1 / 9 Y / s \
��' v x amended on MINNESOTA DEPARTMENT FTRANSPORTATION-
a, 1 5 s /� � \ ,X � 9 �," r`� s y 969.2X ^ \ '� � � '�� J 0 RIGHT OF WAY PLAT N0. 10 14,
16. Extreme snow and Ice cover of subject survey area may cause some improvements to ERNST 9Js Ii 1 h�q 9s3.n( p g� / � \ ° /\ i \ \ \ \ \\%s� ��j11r s, / s 9s sC recorded as Document No. 279658, described as follows:
C.B.____-_ y"`n / Xa / •'✓ 9 a`f S� m 'c / ^ J
be non visible at time of survey. 'X-.a� 9sl /Qo// 96,. / /••CX s`` j ) \ \ rn\ �x 16 OPEN ACCESS P •�,, X(r
RIM=9B0.59 \! / 6 //•,6 an k m ( x '9s\ ao MNDOT W PLF��QO. 10 } 6 sx T1 s fi6i r ss" �� `\ f
NF A CW4W.- //o'/ 9 / 61.26G 6 /i a ° �' ( ,o \ ?> " \ / OC. Ate• 2 \` ss9 �'fls 30 � ` °° 9,� \` ss `� Commencing at the Southwest corner of said Section 10; thence on an assumed bearing of
SSE INV.=956.5 \ !,/ /i J I \ ,� ,� ,1 - 9 ` s 's x X �, , \ " ``.8.= _ North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of
N 1� \s /Q K. 't1 , \ x x 1 P O, \ hh 969.Ob( -J \` .- 9A s- 969.8969.Br X968 X > \
�pp ` ( `9s RIM=968.11 said Section 10, a distance o1 401.19 feet, to a articular rf ht-of-wo line of said Parcel 216
C.B_ 1 \ \'1J / +r" / 61.6 / , ,�"� / s� I I ` \ N W I 1 I I x9c x 9�'9 \\ \ �6 X50 ,0 s \ ,o6�X �> 6 O`er `\ INV.=959.7 p 9 Y
RIM=960.74 •� `: /tb /2G 9J ', \ 9J I�� Q 1 \ ti ,vs 9 \` c \ I . and the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16
// "> yo s ''s \ \ X9 969.5 ", r 9s �\ ` 9 p 9 Y
\�> / •8�/ I 'd� t ,, j rn '1 �X, xs s \ ` s9 x1 k� >w T 9ss c'B._____ seconds East a distance of 175.14 feet, to an angle aint in said right -of-way line; thence
9 9ss 9 \ + s"s sy9ss RIM=966.20 North 47 degrees 18 ^! ; tes 19 seconds East a distance of 22.71 feet, to a point of curvature
pyft•IER: I h ¢ ' (�X�b // \\ sss 'x e $ ° `O o \ BI OUS 'J 's \� �' 4" PVC W INV.=961.2 in said ri ht--of-wa Gnr': tt.e:nce Easter) a distance of 662.60 feet, alon a non -tangential
VICINITY MAP GERALD� ybq►� / I I\I I.T j IX \ 1 I xa l / r� 9 Y Y 9 9
& PEGGY 1 / /� 06 V �// 1• 9 \ x I x 9s x o; 9^ \ a `969. Ia' X : curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees
WOLF / ES J 9 �,y, u al' 9 a^ s 9 9 9
l/ JsL_21" F I I v j I ? I s I96 J \ ` x Bd s® 4> -16 IGHT OF ACCESS
\� Is 9s 0 / X x a \ 9s \� ) 9s / r 9s> > 58 minutes 14 seconds ar,d having a chord of 632.76 feet which bears North 77 degrees 17
ELEv.�s55.15 h I I a x I " 9gs / \ 's \ s "> a \` MNDOT ROW
.x'/�. rn \ JX x9 \ x 9 j x �w 0 10-14 minutes 27 seconds East to on angle point in said right-of-way line; thence North 56 degrees
%\ 9 PLAT NO. 27965
j s"s / � s \\ • G ex4v s> 16 minutes 30 seconds East, not tangent to said curve a distance of 114.26 feet, to an angle
> 90G / / ssJs 9ssp `�Ig XI I I I I b \ \ \o ( 9s bl 9s, \ 9s \\( 's° TC. N0. 279658 point in said right-of-wa• 1:nd; thence North 22 degrees 13 minutes 10 seconds East, along
YAP• / / '.,/'/ m ry I ye� a 's \ s x \ 9 aif�
AG 5 ro� 9 x i z \ m , z x X \ sx y `x said right-of-way line, a cston-e of 116.13 feet and said line there terminating.
r 9s l / / d, \ , \ \ ro \ 9 sv i ° \
S J 9 Ol ,O ,0 �y6 9 6 h - 6 r ax ` - s
C.B.CB9 9 S\X J> ' \ a' a` JC' X\ X ^ 9° 9 9 x 9�y .J \ \ <O t, S
J s / � / Xy�' 1 \ a \ X i \ \ ly ° AND EXCEPT said Parcel 216.
9-/.. x✓ / 9 9 RIM=960.69 '. ''9�/� \ y( 9s>�\ (\ \ \e� \\ fi�hx '99 9 x 96e\ " m gRIES�� Carver County, Minnesota
y [3] 3/ 1 s 9 24" NE INV.=950.7 r� )
5 ,/ \\s> `X J'T 2' NW INV.=955.9/9 I ` \°S� /•°s> x \ \ \ a, ` 9 ^ 'i '> s:c\ 9s•?s 9s `-' • 06, � Abstract Property
C�W7 PA's C9 9s?9 3 : \r`- `1 / / / `.B._ °� 7> \ -5�A 'x i \ m > \ a, yea' /9 \ x s s s sir ` ssG
�.- _ I,A s° y RIM=960.72 x �J , I X 999 \
LEGEND
•
Property Monument
Concrete
Concrete Curb
x x x x ■
Fence
—W
Overhead Electric
---�W
Underground Electric
- - -��
Underground Telephone
w w w
Water
__0_ 0—
Gas
�<
Sanitary Sewer
�J
Right of Access
p
❑e
Electric Meter
p
Electric Box
®
Electric Manhole
0
Power Pole
Hydrant
®
Unknown Manhole
0
Gate Valve
®
Catchbasin
®
Catchbasin
®
Air Conditioning Unit
Light Pole
®
Gas Meter
O
Telephone Manhole
17
Telephone Box
®
Water Manhole
®
Sanitary Manhole
m
Storm Manhole
-----906-----
Existing Contour
X 851.27G
Existing Spot Elevation Gutter
X 934.3
Existing Spot Elevation
60 30 0 60
120 160
FEET
SCALE IN
9� s,/xs�za s,q INV.=950.6 . / 9ss / i958- y°>m )
9 z.7 I> / /e.� C - -x���959- - .i / Xa �eoy� j •o� \x°�^ I X� iD6�
S?9 9 °Ix 6 .54 6 I I� � I X 956.] \ \ X� /9� ��� a �X I yhayX 9hyex �IO
'ifJ '9 9 yS�J i / 1 N IX9�J.5 9`lf x 9I8.6X \ 9S9 S X9
3.2 9 E .SX I J,pf\ \ \\9� X9� J 9/y'�� / / I \ \ \ x X9S9 /I X ,,� X �\ X9s"' \ S9Sx4 ^ 9
s2sX 962.OJC �_' �A �'O \\\ X9`a�.4 \S\ O ^ I�('--1\/ ,f5j'X 1{p� \ L' 9s° / Iaj�// I \ \ 9S> \ \ 9 \ - a xs
\`�`>�\\ \ -'ah^ X959.2 •, j� J \ C_ �96y S`?AX\ ?9
962 Z.G /96^J96y(x `y\ a�0 sx'X•sS\ X\.9S>vx 9�J // 957.8XI I /Xs O, �\(��I9¢>
/ y/� ,VJ9-J\�.q@_' ^6C .y OF S/� 'C6't X9 I �y4• X , 9\
X 963.4 y 9" \ \ I p eP'I'\� 9T? \ \ - - v / 9S P / a�i / ,.�(9\/J (,q'�� / / 6S, / 6X I X 969.1 9>° 9X ^a 1
962.48G 6� P 1�1y'9fi��5p, h \ ^.y x / / / y/ `' c�/ / / �p .. . 4
�2.]X^? / 9S"i I 9SOC\9S /) ye`LI X%965.0 VPs S/ xg68/
\ \996a.oxx ae�l Ilse + y y byro
` \ �g / .,cry x �2x h 9
956.0 X�yl` 1 11\� x 66.9 w}'cs 3.8\Ya y�9h i X a a Xyh9 ahyh ��9a -y0°S j 'os?G;�, 9yJl`/ 9s/SS // / x9S�Y \ 96y/ / / X 970.3 /' \ x9�...'....... _
��I�II11�9s><, °F \\rn yha a 9S9* y"a h '7 _' �02S_963 X� f �Sr. x9s1 ys\
IX964.7 / 9 X ea' '> 61" / dJ Op<1P,,-`e: a s6," 'B\ X9]0.1 IX /
ELEV.=949.94-JFES/ ahi II IIYq t�\\\\11\\\ s�Il�h 6 /9s�X�Plj\ '�1\R_ \ y Xao 2� .OQ? a �yFi1 WSJ°X S' X aeo- \i\�>S 9a.J\ QD 96 vX /X/ i\\ X a^ y x x /
-XI ttl{4TTTII I\11111\\\ `9Cye6 , I J I X�O °\982/�9s0�"S i very ' h /MO 6P N' yet^ >� 0/ / /9'Og x969.5 X969.7 y^^ X 9 y^
III l� / h a L ''� x)x — /ob / �r X X x
GPOB C.L. ELE �I I / x , /P•A+ x9sO ae e"'X�� ^x-96 =}K by eo2(ix 96a2 / / x� ye
EASEMELE 11 ( `
` 6 hX x
A26� F� ` ? X SO I' / 9y s �6 X "B ply`,' ye 96 O
9s0.4�iI IIIII\ 4 / /y'Y Jh x� 5r —963 o� IK9s Xx\ 7
III \ e L X-X+� �„ e s ,x9' X,� -_ x9 Jr /96b/ sss yb X 9 x99 x ahl.,X J
WEST LINE OF SW 1/4 ®P4 II \' 9 9sa X'°e r -�sg3�a 'i x9 ' x - - - x x !""'s"Sd'9 x9 5'•�l -'°sue/
SEC. 10, T.116, R.23 x
951.'\ \ 1 l% ►—s�J yeb. /yy� (\._i '^ .� x9 s
X','°Y 4 LCE 7
SW CORNER OF SW 1/4 � ;4I sjO, J A °?sx9x 6' s?9 4 0/ OQ C• NO
9 9.9 965. X—
SEC. 10, T.116, R, ,
yhe�� zQs.
'6�y-°�2 x a\' s h xPARCEL 16 bjQT
WEST LINE OF NW 1/4 OF NW 1/{�iX ye`X �y�+' —s?s 1 \�-'2 = d'� E E� N0.
OF SEC. 15, T.116, R.r}?&5S�� :'%" ems 963 ?x _ x \7 N 85'S4
99-g ?s- = - �6 _ i max- -P 9aJ9 X 317.93(m) ,8 22' d `'
964�, _-%yam -' 964X - �� s X �:
FES�' -r �`''-°?•a-9966-
_ze
(PUBLIC RIGHT OF WAY)
OFNw t /. .._ ...
BITUMINOUS
s
x X9 x9> > \ J SOUTHt INE&sS.21
x 9 x > a•?s \ ��C;vlj \T.116. R.23
& EAR
A2805Sj,_ xye
/ x
- T �� �- -� \,}lea 1 �/ -� •. a. !�?
X
_®RIGHT OF ArCC`ES!S"PEfjce__
X-w4DOT-Ro -0LWT-N0. 10-149x6;
DOG, No. '179658x9 X
'S I> l9 9P, X9
S Sj 1
9
BITUMINOUSs9�' ss°j0 9s'g
X9fiZ5 � I
> k
:0 � /yee:
U>
x9 x k9s
>
i NVSk 1 /4 /�
SEC�.96b�5. T.1"L§, R.�°�...Q/���1L...b
1 v\
66.535
I
1
I
I
I
I
I
C-B._ J
RIM=965.80
�X
V
/
NOTES CORRESPONDING TO SCHEDULE B:
�1j\\.''
/,�,e,q,l`96]09G
.a xm� 968+3 r x968.11G/
m f
12 Easement for electric transmission and distribution purposes, in favor of Northam States Power
x97 . 967 7c Co
X96 _� (
ompany, a Minnesota corporation, its successors and assigns, as created in document dated October 13,
x970 /
1953, filed January 22, 1954, as Document No. 85684 in Book 57 of Deeds, Page 296. (AFFECTS
6X
/X
PROPERTY, AS SHOWN ON SURVEY)
s6e.Gsc y
9 S> SJ
Assigned as shown by Assignment and Assumption of Easements dated November 30, 2000. filed January
24, 2001, as Document No. A281203.
13. Terms and conditions of Resolution Approving Subdivision adopted August 23, 1982, filed November 12,
( .4%' zlsc 1G
1982. as Document No. 57018. (NON -SURVEY MATTER)
967.6X `� 96> /
X / 967.i1G .,
14 Easement for electric transmission and distribution purposes, in favor of Northern States Power
Pompany,
a Minnesota corporation, its successors and assigns, as created in document dated December 20,
2000, filed January 8, 2001, as Document No. A280553, including but not limited to the right to enter
11
57G 9679MUG
s / 957,2X
upon the land and to remove any structure, tree or object which interferes with said transmission lines.
I
(AFFECTS PROPERTY, AS SHOWN ON SURVEY)
0.1 66.55G
/ Cr
/
15 Easements for drainage purposes, in favor of the State of Minnesota, created by Amended Final
/
ertificate as to Parcel 216 dated June 24, 2010, filed July 19, 2010, as Document No. A522086. The
966.9X J 96555G
9) �Jm
drainage easements are depicted as Parcel 216 on Minnesota Department of Transportation Right of Way
966-19c 16 RIGHT OF ACCESS PER
J a
Plot Numbered 10-14. filed December 19, 2000, as Document No. 279558. (AFFECTS PROPERTY, AS SHOWN
ON SURVEY)
966.90c �- ROW PLAT NO. 10-14
DOC279658
I.T
966.6X s66.2,G
Partially assigned to the City of Chanhassen by Quit Claim Deed dated November 13, 2013, filed December
J9. /
/ / `
9fifi.00G
13, 2013, as Document No. A588386.
c.e.-_-
-RIM=9s5.�
r
Partially assigned to Carver County by Quitclaim Deed dated November 13, 2013, filed February 4, 2014, as
°
s6.a>¢ e v 12' S INV-962.5
as9
Document No. A590431.
J^/
1216 Access restrictions contained in Amended Final Certificate as to Parcel 216 dated June 24, 2010, filed
y 19, 2010, as Document No. A522086, in Quit Claim Deed dated November 13, 2013. filed December 13.
2013, as Document No. A588386, and in Quitclaim Deed doted November 13, 2013, filed February 4, 2014.
N'LY W OF TRUNK
as Document No. A590431. The access controls are depicted as Parcel 216 on Minnesota Department of
6`86.a3c v HIGHVfAY NO. 5 PER DESCRIPTION
Transportation Right of Way Plat Numbered 10-14, flied December 19, 2000, as Document No. 279658.
- _ - -
(AFFECTS PROPERTY, AS SHOWN ON SURVEY)
c96637E RIM=965.48
\ 965.60G f RIM=965.50
N INV.=961.1
\ ySE INV.=960.8
e@
9s \ a
Py,
"C \
\
\\ f
RIM=965.54
S INV.=961.4 STATEMENT OF POTENTIAL ENCROACHMENTS:
61.
12" N INV.=961.5
E INV.=961.2 There are no visible above ground encroachments over or across any property lines of subject property.
0
SCALE: 1 INCH = 60 FEET
REVISIONS
Date:
2/26/15
add utility info.
I hereby certify that this survey, plan or
report was prepared by me or under my
direct supervision and that I am a duly
Registered Land Surveyor under the laws
of the State of Minnesota
------� / - ------
Thomas e. Hodorff LG/�
Minnesota Reg. No. 23677
Date: -Januaq 26-2015 ---
ALTA LAND TITLE SURVEY
WITH
TOPOGRAPHY
For:
CHILDREN'S LEARNING
ADVENTURE CHILDCARE
SITE:
7750 GALPIN BOULEVARD
CHANHASSEN, MINNESOTA
CARVER COUNTY
HARRY S. JOHNSON CO., INC.
LAND SURVEYORS
9063 Lyndale Avenue South
Bloomington, MN. 55437
Tele. 952-884-5341 Fax 952-884-5344
www.hsjsurveyors.com
Book
641
File No.
1-3-8361 T
P ge
18
W.O. Number
2014531
CAD Technician
CT
CAD no: 2014531.DWG
Path: J:\2014531\DWG
Sheet No. I OF 1
i
i
00,
J/
f- _,,�-;_. .�
��" ! ' ✓ EXISTING WETLAND
'Jib - ----- -- -- -- -- --' - -- _ DELINEATED BY
--
��KJOHAUG 11-12-12
/J
_ ' I NO WORK WITHIN LIMITS
51D 19A BASIN
OF WETLAND
---- - ------------- -- --- - i
-�
!. --
f -
f -,
_ _ _ '
/`\ / - '
i /
r
i
r
f.:
1 ELECTRIC IBA
LINES
x
'...
S
,0 ` YTREE
P) OH 11
m - S 84*51'
0
33,032 SF
FFE 966.75
83012 38it
"� 1� DUMPED
19A 50H TREE MATERIAL
ea
1
MTJ
CUR
�IB„ ,\,'�= , i;BA GDT
X »
19A 50H lYP)S
TREE
r
50H 19A
E .2.06.,78 3 S 84*51'24' E 268.22 p
UTILITY ELECTRIC
$ 19A 19A , r
,.'�.✓ :,.. {,�,� , r i e POLE L / 9r
r
r' ' v r
riA
I/
ES
CBITUMIN
TRAIL 2E
0
g3 i
CURB &
19A
GUTTER
31C
TAL T4A
TREES 50H 19A
(TYP)
r;
s
l
r
BEFORE
EXISTING
0 30' 45' 60,
SCALE IN FEET
PROPERTY MONUMENT
t
HYDRANT
CONCRETE
UNKNOWN MANHOLE
( ---------i
GATE VALVE
-- -
CONCRETE CURB
CATCHBASIN
�.
FENCE
CATCHBASIN
----- —
OVERHEAD ELECTRIC
LIGHT POLE
------—-
UNDERGROUND ELECTRIC
GAS METER
-...
UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
___........._...................„..
WATER
TELEPHONE BOX
_ ....
GAS
WATER MANHOLE
--------.
SANITARY SEWER
SANITARY MANHOLE
..... ..... -.....
RIGHT OF ACCESS
f
STORM MANHOLE
ELECTRIC METER
EX. CONTOUR
ELECTRIC BOX
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
EX. SPOT ELEV.
POWER POLE
GENERAL DEMOLITION NOTES
A. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE STANDARD SITE WORK
SPECIFICATIONS.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED
UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS
NOTED. SEE SITE WORK SPECIFICATIONS.
C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS
RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN
ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH
OPERATIONS.
D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE
CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
E. ENGINEER'S NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
0 DEMOLITION NOTES
18A EXISTING TO BE REMOVED
18B EXISTING TO BE RELOCATED
18E POINT OF RELOCATION, SEE UTILITY PLAN - SHEET 4
19A EXISTING TO REMAIN
51 B LIMITS OF SAWCUT AND PAVEMENT REMOVAL
51 D PROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION AND CONSTRUCTION PHASES
74A CONTRACTOR SHALL COORDINATE PEDESTAL REMOVAL WITH XCEL ENERGY
Ej DEMOLITION DETAILS
50H TREE PROTECTION, SEE LANDSCAPE DETAILS
' ELECTRIC 19A
VAULT
NE 19A t
CURB & 19A J
'GUTTER
/O�
CATCH 19A S1D W
BASIN
BITUMINOUS 18A
TRAIL 12 LF
CAT H
lr�
a'
BASINS 19A 51D
PRELIMINARY
f ,: No r FOR
�� coNs rRuc rioN
NO. I DATE 1 DESCRIPTION
REV-0 3/20/2015 INITIAL CITY SUBMITTAL
1 28660 1 312WIS I ALC I SMJ I CMB I CMB 1
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
2025 Centre Pointe Blvd., Suite 210 (650452-8960
Mendota Heights, MN 55120 (650452-1149
CHILDREN'S LEARNING ADVENTURE
7750 CALPIN BOULEVARD
CHANHASSEN AWNESOTA
REV DATE I SHEET NO,
DEMOLITION PLAN 3120115 C 1 OF 9
REV-0
2015 CET ENGINEERING ASSGCIATE$ INC.
SITE DATA
OVERALL DATA AREA
342,747 S.F.
EXISTING IMPERVIOUS AREA
22,840 S.F.
EXISTING PERVIOUS AREA
319,907 S.F.
PROPOSED BUILDING AREA
32,032 S.F.
PARKING LOT AREA
64,143 S.F.
PROPOSED IMPERVIOUS AREA
(NON—BLDG/ PARKING)
46,709 S.F.
TOTAL IMPERVIOUS AREA
142,884 S.F.
PROPOSED PERVIOUS AREA
199,863 S.F.
ZONING:
A-2 AGRICULTURAL
ESTATE DISTRICT
PARKING
REQUIRED
9'x18' STALLS — 1 SPAC KIDS
96
HANDICAP STALLS
4
TOTAL PARKING
96
BLDG. HEIGHT
50' MAX
BLDG. SPECIFIC USES
CHILDCARE/
EDUCATION
NUMBER OF EMPLOYEES
40 STAFF
7.87 AC
6.66 %
93.34 %
9.35 %
18.71 %
13.63 %
41.69 %
58.31 %
PROVIDED
100
4
104
I R3' ZJ
{ I I
33
18' 26'
tx
1 I
� 1
I I 08A
1 '
I I Ira
I
I
1 �
I ,l I TYP. 12A
R3' I' ,
L70'BUILDING SETBACK R30',o
R55'
t .
H
0 >>'
i
i
21A
i
R20' ,
T /108 d " 120 12F 0P0/
i
.r QPP c1b
R30'
01A
I I I
/ R25'
01A
08A
088
09U TYP9.
e
L
�TYP TYPTYP� FIT
248.67'
283.1 V 1=J
o9e N
12A HT 5' RT 9
Fl FIT11JT T1n1 �[TTM1
n
'I01A R31, Y-F YP�TYPi �r. 1A7 1 RT
� v
to
0 08B 01A / 70E
N
R25'
5.66'
FIT /
OtA /
R25' /
03D
roe
17
RT 018 /
d
03C
/ °m
�{ RT/ 2/2/
a / JO
OI 17A TYP. I
18,
26' /
/ R3' 18'
PIT
YIRT
�
nl _
08A I R3' 01A
I
I OB8
I I *rx
3 7. ra
48.29'
/ Q -�`nm _
R50' /A.
r
t
C.,
'31
�� BEFORE y0�
63.
AS
A�
0 30' 45' 60,
OTq ONE GP��
SCALE IN FEET
EXISTING
PROPERTY MONUMENT
HYDRANT
__.......-,
CONCRETE
UNKNOWN MANHOLE
GATE VALVE
21A
- CONCRETE CURB
CATCHBASIN
FENCE Z"
CATCHBASIN
- OVERHEAD ELECTRIC
LIGHT POLE
R50,
- UNDERGROUND ELECTRIC
GAS METER
UNDERGROUND TELEPHONE 0
TELEPHONE MANHOLE
WATER 4%
TELEPHONE BOX
GAS
WATER MANHOLE
- SANITARY SEWER
SANITARY MANHOLE
RIGHT OF ACCESS
STORM MANHOLE
j
ELECTRIC METER
EX. CONTOUR
I
ELECTRIC BOX
EX. SPOT ELEV. GUTTER
70B""'
ELECTRIC MANHOLE
EX. SPOT ELEV.
/
POWER POLE
1
R50 /
PROPOSED
7�� K
CONCRETE CURB AND GUTTER. ©
CURB INLET
/ .�.
SEE DETAIL OW018.
s
LIMITS OF SIDEWALKS AND
BUILDING CONTROL POINT
/
CONCRETE APRONS (PER ARCH.
PLANS) O
PROPOSED PARKING SPACES
/ / r
rf
ji � fF
ITYP t0E
I
GENERAL SITE NOTES
f/
I
I 60 LF 12A r
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
i 1a
B. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED
HEREON OR WITHIN THE
920 / fI 1>
SPECIFICATIONS: ALL CURB AND GUTTER ADJACENT TO ASPHALT
PAVING SHALL BE INSTALLED
/
PER DETAIL 01 A. ALL CURBING ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL
70C
01B.
C. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F.
I
/
D._ ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED
PER DETAIL 095.
220
E. SEE LANDSCAPE AND ARCHITECTURE PLANS FOR FENCE AND GATE DETAIL.
F. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES, RAMPS,
VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITY
ENTRANCE LOCATIONS AND
_I
PRECISE BUILDING DIMENSIONS.
O SITE NOTES
12A 41NCH TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL),
12D 4 INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE AREA INDICATED AT
SYMBOL)
21A TAPER CURB TO MATCH EXISTING CURB.
21 B TAPER CURB FROM 6 INCHES TO 0 INCHES OVER 2 FEET.
70A 6 FOOT METAL FENCE WITH BRICK COLUMNS (PER ARCH PLANS)
703 TRASH ENCLOSURE (SEE ARCH PLANS FOR DETAILS)
70C PLAYGROUND GATE (SEE ARCH PLANS FOR DETAILS)
70D CONCRETE PAD, CONTRACTOR TO COORDINATE WITH EXCEL ENERGY FOR EXACT SIZE AND
LOCATION
70E MONUMENT SIGN (SEE ARCH PLANS FOR DETAILS)
❑ . SITE DETAILS
01A TYPE A CONCRETE CURB AND GUTTER
01 B TYPE 8 CONCRETE INTEGRAL CURB AND GUTTER
02A WHEEL STOP
03C WHEELCHAIR RAMP IN SIDEWALK
03D CONCRETE SIDEWALK
03M WHEELCHAIR RAMP IN SIDEWALK
08A STANDARD DUTY ASPHALT PAVING
088 HEAVY DUTY ASPHALT PAVING
08C HEAVY DUTY CONCRETE PAVING
09S ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN
09U ACCESSIBLE PARKING SYMBOL (WHITE)
10E RIGHT TURN ONLY PAVEMENT MARKING
10A TRAFFIC FLOW ARROW
108 STOP BAR
11 D RIGHT TURN ONLY SIGN
12F SIGN BASE
12G STOP SIGN
29A ASPHALT STREET OR DRIVE CUT REPAIR
70A 10' BITUMINOUS TRAIL
70B TYPICAL COMMERCIAL/ INDUSTRIAL STREET SECTION
70C PEDESTRIAN CURB RAMPS
70D TYPICAL CURB AND GUTTER
70E TYPICAL STREET PATCHING BITUMINOUS
. 1 DESCRIPTION '
REV-0 Na-PATE/20/2015 INITIAL CITY SUBMITTAL
3/20/15 ALC SMJ CMB CM"
INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
JCINFFRS P/ ANNFRS S'lIR1A wwl1
2025 Centre Pointe Blvd., Suite 210 (651)452-6960
Mendota Heights, MN 55120 (650452-1149
CHILDREN'S LEARNING ADVENTURE
77.50 GALPIN BOULEVARD
CHANHASSEN MINNESOTA
REV DATE SHEET NO.
SITE PLAN 3120115 C2oF 9
REV-0
2015 CEI ENGINEERING ASSOCATES. INC.
STORMWATER SUMMARY J / Z lilrv64 t 3 . , , / , ".„ /,.� r , "" ,r ';, 3 ry / r Y.,
tK/ > ,'.. s , .. / , d r' ,:, ,,,� ?. . ✓'' .,,° ,e" , ` r ', /`;3' x ¢ tii < ! 3A ` - r, ,.. t i
„,�,X ,r ., 0 ! �/i S %`, , • � 1 7, ,-fe ./� /";,fir ,,,,,,,,;,_,.,,,.x�s� �,� '7ri, ,rrrr„ _ , : G," ,J
i , �k Yp
p ,� 0
4 it d r S Ir 'r'> .,:r,'' ..Y k ll` „ �i //. !„.'/'yi.,,;,,. _ am'^"' ,k r ,i. �,„ ^»^ r''� N-,i " > 4*
f
,, - ;,/,"j s o/„ - !'. ,%. 1,,,- _ - ri N, ram,/.k�°'m -. _... , , f i" Q,
PRE -DEVELOPMENT CONDITIONS r , „ xI II,F m ,
w
PEAK RUNOFF CFS I ,yr.. /, . ps „« t ,,, f, `-' '", `, �_. ,' r " �A Q j
STORM EVENT ( ) d ®:, ,' z „I ,I-,... k f{:F/ °r, ,. ,,, zl%" JO V1f 8J. �G
> _ _,y�
V �'"
r y..
,r N 83
2-YEAR 4.08 � 7�, ,r \ ,; �///%� ',<, 9 - , r 4S
L" r;,,,,.,,, ,
10-YEAR 9.56 ,, ;� r ..'ll /c I/ a � a II � 000
100-YEAR 22.48 II s, /` /4 i' rs Try , a v€ J `!f r �G2 c' ��
s
- - i / ,«` �/ ,.. , _.e ,,, .,»-. „ a: ws �-111,111"- CnSS �Ac 0 30, 45' 60
1 YEAR 10 DAY SNOWMELT 8.45 r ,/ /?��H y„ i ;. � r- -, r� / \ ,i O
ONE 0
/ ffl�i 'i , r9 % � ®� . �� ' a �„ -� . .. ���h�. � % ( eD Tq AAA
y
POST -DEVELOPMENT CONDITIONS '�. / r„:., p� SCALE IN FEET
r-,
11;
( t�
a� /`
�.
STORM EVENT PEAK RUNOFF (CPS) t t� i 8 / yz' III, I w � s' t
/ / I EXISTING
2-YEAR 4.08 ,,% r ,� ys ' -1 \ /;
` 1 1
"i i / , i PROPERTY MONUMENT HYDRANT
10-YEAR 6.41 I ^ r z. Cit .^ ,, ,,
k \ : MANHOLE
100-YEAR 19.96 .)/� x .� ' CONCRETE
C a / % I�- , �� UNKNOWN
___� " /�P\/N/% ,/-i/
,/r _ , ««/v,3;,,
�s \
..�, , ` i 6,d9, /.' 780 % 4,a.✓ l.µ:r .' ' .,I ", _ `.. '0;r s. ra,„ r,/^ . _....,,,,,,__, __.
m•--w , ' l GATE VALVE
h 1EI g z �°' r ',... ;f : ' }.; �*� _ E4,. \ '`-''', ,. -.>,� I ._..._..,,_ CONCRETE CURB CATCHBASIN
100-YEAR 10-DAY SNOWMELT 7.63 / / `s.; ' < r, r ,< `1 J/ ,vw, 18D
t ,m \ Q FENCE CATCHBASIN
S /
,.h�i '}y
� , -/ : �... , ..
'= .11, ®\ I TC 962.73� E <- yr« FINISH GRAD('?r T-ER RE VAL A 'Z OVERHEAD ELECTRIC LIGHT POLE
r r/ r Imo: W
RETENTION BASIN Vp ��,> / , g7 G 962.23- 18r
` / X r;% , i F OF DUMPED MATERgL I - UNDERGROUND ELECTRIC GAS METER
«..r
3 /__ , - / ® / % , � i � `!< ROUND TELEPHONE MANHOLE
NORMAL WATER LEVEL 956.00 a a� / /„ / -, TG 967.68 -' - WATER TELEPHONE BOX
a k h,, t ` J
%
HIGH WATER LEVEL 959.25 /,rf r<' r '' TO 9fi2.69 , / / 7c ssz.sa ,> r / _ GAS WATER MANHOLE
/ , , I - r5
4k, 6 � ir: ' G 962.aa 4 3°'> /i�, f ;, ,-,J " „-,.,..., ....._....... ____. SANITARY SEWER SANITARY MANHOLE
.f 0 4r .x,„,y \ G 962.19 , . / I, ,, "`:?„ {�;i �; ., s% Its ,,_,
DRAW DOWN TIME (HOURS) 36.35 -.---
i8D TC 962 tl8 / '.:
__ ._._...._ RIGHT OF ACCESS STORM MANHOLE
/Il /' G 962.38 i m ;, 7 / a ELECTRIC METER EX. CONTOUR
'4
A k.y 1 ELECTRIC e0X EX. SPOT ELEV. GUTTER
WETLAND \ , / f « ry I ^� ELECTRIC MANHOLE EX. SPOT ELEV.
„' TC 963 52 i •>'i ': 5 /, a' w: '` ? r � t
LEVEL 955.15 - , G 963 02 s i i �� �" � � � 1 ' k
NORMAL WATER � POWER POLE
r, ;,„ / i7. , , I, t !
EXISTING HIGH WATER LEVEL 956.95 a'/vim, "- 3
-�yr'G°," �, "z ai
x r q;
a �,d „s' `TC 963.38 : I i � I �/ � :<,// 1gD d
PROPOSED HIGH WATER LEVEL 957.15 v t '"
": ,� r G s62.8s s I � .>� 968 r� PROPOSED
DRAW DOWN TIME (HOURS) 38.30 m l ` b�k „•...' ;;�, yyT F. , r rl c.•,, rlr
��¢ / - ^y. %/..r::` 'L ! i i r %i, `�, X ""- 'I / . -... g; PROPERTY LINE/RIGHTOF WAY LINE
€. .. ,? ,/; 7 />t /,x„ r ' ' '`,..., - ,`; 5 .i .�,.., ..,ETC 968.12-: ; €,.,, , ,/y g ... - '-,' fir ' -.:.. `a ` 5 TO 964.08 "I ,,; /" 09 'F 411, rl
g ---------- GRADE BREAK
✓:. j 'I •,,.;,,3, t , h C'., +, _ f : / r�/// � <,r t. "'z „„, > .,l '',. TO 9fi8.95 r ,,...,; < G 967 62 "ji il
, ,45 <, J r > `.. , 1 { ,1 G 966.45 TO 968 93 • F j
.,;,.,/ �. •,t XXX CONTOUR ELEVATIONS
e l /. r.'� -,, ,/ ♦tx `` & i?t 1_ <l G 968 43 /" . ..f 'i f
' -': s% ` _
/ � // y � f.,, /°°l '•- , li, I.I ° ; E F v" -. 8 /`' I� ! a' ,. � s _ , ',( '7 -� '� - - - - - - - STORM DRAIN
WI
.„s \`-/ .°` E ;•ti'� € .`xl r 5 / rlr� 9 ,... �/? �'• SPOT ELEVATIONS:
r V� r / 3'"r � o :. �� /jJ `, c:r ,k - tom.,. r `',, FG 968.91 1 / 1 1' ri x FG = FINISH GRADE
a.. `f ,.x- �:.- _ r 69\ �: ....r.- dr t9 XX.XX TC=TOP OF CURB
` r,• `^Ys r« // a ' 5n * , ,'3 ,. t - - l 'f'y. FG 968.78 / ; ;; FS =GUTTER FL- FLOOD LINE
1 _ , br r ^♦ G 963.65 ,.f3'; t "-' +3":;, TO 969.,4 "„`.,' ' :`t� `: - T8= TOP OF BANK
'':' ., a ®e \ -'--- °' ;,j ri `>. / X r TW = TOP OF WALL _
1 / ® ,; / - e TC 964.63 `+ 91
"s'TC 968.61 rI BW =BOTTOM OF WALL HP- HIGH POINT
.F � - „,k,/_ x' j /; ` / _,\r/ �// ''g �s' I _ ; ..-k.. ;, G 964.13 % 1 ` `J�„a 10 I G 968.41 G 968 11 s= fp INV= INVERT THT=THROAT
�/
t j ' ,�„ , r / `d // Er I / `0 TO 964.51 y � 'W,7 - �`, '` `..., �d� TC 969.34 j,., ,
,'/ / z I tiJ 3 �� 9 a cmis m�7G 864.O1 § `,` r < 1 A
<;; ,, ' >- -,-, r- ,` y /D/ m r� m 11",rr4 Tc sszea TO sss.o4 Tc 9se 7o GENERAL GRADING NOTES
i
t,... , „ � / o W � s .
, , / �, '' -
'r - ,-;".,� "! " 4 G 9 7 34 "'" G 968 54 I TC 969 39 G 968 20 /
/ CB 2 a TO 968 84
/r,
G 968.34 A. PRIOR INSTALLATION
N m
r\. ,r,' t ,/ ,- ,� �, � � _ - � rn ''. . `➢' �`' �° `',, - `°,. i�` i RIM 964.60 21A 7C 966.93 1� 1 % G 968.89 I C 968.78 'wf" r' ``% RI R TO INSTALLA OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE,
r,r v ',< yr .�", w ,. TC 964.53-: '�" ., ,,. / ...i.. i .w ` >!
< -"'J �=,/ / / , > - ` `" -969 INV 961.40 �` G 96fi.93 TC 968.45 � o G 968.28 4£;%i s W"-r VERIFY. AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY
y, s G 964.03 It 970 7 . I° CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE
/ , I I r' --996 :. 969 �r+� G 967.95 6 I 1 ,.., /s
- r , „/ 01 I TC 967.02
.. ,, �:.. a t / „. " . TC 963.82 - TC 965.76 - 966, TO 969.09 / y ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS.
.- h a > .1 / ", G 965.26 966196 967 G 966.52
IS
`i, ; ,, r '. ,.a G 963.32 966- ,P '':G 968 59 ' s / 'f
' /' } ,.,�, 9 /
///-,;)-
` \ € t-.,f, / 4 TC 964.34 i TC 968.06-qr,;., ,� B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4` OF
,
`\ - k.
\ '' '? s¢ / // IK I:;. , ,€ 0' p b -`. ', G 963.84 -°,, 1 � = G 967.56 I l I f„ s'- TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL
9 TO 964.30 290 LF 15' HDPE ;(;; ae ;T,; o TC 969.24 TC 968 80 PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED
/ , , „.,, 'e oi6't, N: A6, `/, % ram% G 968.74
" ,^ / r,; ,,X TC 963 57, G 963.80 % @ 0.50% S t, `• o S ,€;, >� Z9 TO 968.06 = , ; f)G 968.30 FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED
,., .. / -.� - s t - - ; i ;_ a TC 966.16 G 967.56 .:.1
r / �, , / ,., ,;, . G 963.07 , , TC 964.44 > '<; : TC 965.83 "" ,. ; TC 965.83 X-s;" .
i ° _ _:L. , .", _ n , , Y, .o ?s: �F -� / / - IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS
, _ .' G 965.66 TC 968.40 /;.•,, i ., ' -' G 963.94 � t 1- t r a / . a._, rg/r , l DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE
'a `..,,. , �- s ----- j\, '-�g�= --- - / --:G 965.33 -\" ""_ ---- -- " r N // ,,. G 965.33 _
' / 17D r+•-- /� : CB-3 ' { - / 4%- ''% TO 966.69 / G 967.90 CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
i£,,,„ /� .., TC 984.21 `f a., `k, A :.f, #r BD
, ,ix 20 LF 24" DPE 21A ,'/3 r _ g=5; l /
RIM 962.80 "" d G 963.71 % � 7 ,yI G 96fi.19 FG 969.09 r 'y�C,,
i, 25% INV. 955.75 ") / ,' , ,.
-,. r/ } - . , t., , ; _ 09D INV 959.95 r` ,, G , :. 3 ;; < a '`. a % '' " --f/ CO i ".r< t` C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
s '. - -- % - � 'f - '"" _h TC 964.70 -1. .„„/.„ TO 966.05 TO 966.05 '- TO 965.38 a;,,'�l d° / •' rry; I _� FG 969.24 !I, f
0 a �„ .? a /: / .CrC x °-'" `S FG 966.20 N - ^ ? :,d ,,I -':,� \;' EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
,.., , . ' 73A OUTLET CONTROL ..,. 73g " ',y `933 I '- � - G 964.20 'r.': G 965.55 G 965.55 G 964.88 �, / .. °LL� 7;k 3
I STRUCTUflE ""`" -� % _2.91,i - _ . ` .. ...- . w . ',. _ _ - x '� "' m '' COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
y .., ,,..,... .NPs.. r w, .-... .Y ..., . , h t:.,:i.s.+.x.-..;..::^: ,'x l A ,.e:`..:.: ••.`::Y<K �: :
r -#!^� .,r:F -. ,-x--:. :A1`.-.< ., .,, 5. r..+K .i'l.. Y.. t_. --.
- C?'.4 Y .. +.. L.., .. n „- ri ., tao,4.. ......{,4 e•.. ,..a: <!-.. v .. �« .=i l.• -_' ?... : '---..,1,.-0a 1. . %-{': .. ;.4 Il t
'••' RIM 959.25 956 - �$-'�• x. t.. n s a< ... •a., a - ,.ar.<. Sac' ,:.::,.: t�x.-•. / NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
.... • -^-.cam .
i ` 196 /� �j"'" :u:+ TC 966.39N� TC 966.66 '~i Y"r� APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST
`' /INV IN 955.00 g ,..' , _ 'r Ll/
i ::i ,FG 966.39 G 965.89 6% G 966.16 „ ,;yr. ,., ' ,
/� „ ,,,,,
<: 6 ..." / d ,- a ,, ... .. ::. >t, :- = ,,,;;1, .„ „ e,,,,r ,;. r n ,.t , _ 1 r EXACT FIELD LOCATION OF UTILITIES.
> INV OUT 956.00 e, 65- � s •S .`. F _... ,
9, t ' _ �b $ ;r.^„ ,,,,. i " "- -. , -.: .: r , _ TC 966.58 i
' 1., 1 .„..-.'. .:,..." ', '/ FG 966.31 :k .,. .I, ,f�'
-, r , /, ,.. -FG 9fi5.44 -.,, - ,< ..,.,,. , <, <, ,„. „_ r ,... :i
„ems-. �•--' , / G 966.08 /; a, :--%
.- -- / , / _ ;>- /,;:, -, ; - - z , ';-.,•.` ' - ' ' < • • ' -- ' - ,- ,� . ".% r - r •k f� , { D. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS:
6�t.<.r r s,t , , a ` ..� �. ,,. rr , a „7v„„i r„r,,,,,,,,,. 3„ "� / - �y -«i.. �+l r a.,: r O 5
,,:* € �„ E F 959.25» r •c a e. - V `m/ ..
s G'' ... % O „ r G 963.30 ... < . „ .. ' __-. ; -.. _ . ; , . ,„ -,, .b ,N FG 966-31 _ ,`;`5',. / ..
y
i .,„ ,/- ,,,,y: , /,,,i ,,,,y r - , : , 1 . > ,,, F. ,• '; ;_ ,. ''-., rJ ,� ! o .a, v )- ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A. ALL STORM DRAIN PIPES
_,..,x f�, _ % i,., - ',". q ,..'.'." ercr / ,i, / ,.are >ti'a�p RE
...,,r. /` > / ,.I'll , ,-, , :!, „ , , € z>r I I A MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS.
a ..« / r o /f//
_. TC 963.37 _ a;, . S � <, : , ;r - r= .•.° 1x m
# 9 ,-. s . , , . x -- �, vv I : i 3 >h , , , e 1. 4 �--av,,. o , i v F - m
3 ,,.mac ,,,,�
/'a s , p _.. 107 LF 18 HDPE // \ G 962.67 N i ,.�.., > " .f 7 x / .`'."... r .. ,f ., s, . / / d?J,,
s a,. _.,/ ' / «_. ,/ - z a : § r i (�,3 f ,� „ r .. x ,, y ;' I 7,E' y/,.. '+ ilp. rn
3„i, r. 3i; s / @ 0.50% ¢ l ", / s ,;: ' ,.' .' i :' ,".Hw. l iry� �o e� '
�/ t.-ti u' 9 .., 996 . �.,,,,nV, ,',, Y •�: <.; .:F;; s V, at'> J ; �� / `:(- o;,f;. a1 t' °7 / 16J
t ° -d 4* .c.a i ti ,.--✓ r w s. aE a % ,. ,,. FG 965.45 o ,
\ le y'm T2 a ,, / , _'_ ` a, ,i N ,. i,dM l b ```v £. ,,r; . - y' °. - ( 4, -' dr;:h, /
/ t $t
s '/f t m ' •_' 's'',. _ $ 4 < -J__. i i • ,�, ' , x , l ;'`I a, FG 965.35
g :, / TC 963.85 .y >.: : ,,,,r/' s •,`, .. < .,.,...;.:.<', - i v,-b 3' /✓/ t`r' ; l
i /„ v y I GRADING NOTES
X
y a; - N G 963.35. ,. " FFE 966.12 : -
• s. LF 2' D / S - .',', > `„' t \ t }.`�;.°.' �" " ' lk -,gas» FG 966.75 v°('�. - / [ O
/ a / ., I I../1
,a' f ,: m 2 60 ,,.., : ,
11.11% ,.So .3 96 - I , t ._:.:., ,;.F?. Z" " %,.; ..a `, / �;
,„ I,- , ♦ / @ % FG 3.94 .FG 966MH , .,_ , _ : 102 LF 15° HDPE'.,-,.`,', I `�, f"'4 / / ' 09D FLARED END SECTION
::� 0y ///,.,. ::+j�0 '..'MH-4 LF HDPE
0 " / _- @ 0.50% . -.. TO
965.37 `«ry e ' TC 965.76
, , € y </ 0 / 73C' ,,. MH-3 • .' ' RIM 966.70 73C ` , / 'mil, 73A CONNECT 4" HDPE PIPE TO DOORWAY TRENCH DRAIN. (SEE PLUMBING PLAN FOR EXACT LOCATION)
/ s s. 0� / ,.. ..� 0. 5 RIM .: ,..:z-. 73C o. ""G9652fi
f / h / q , $ ,,:.;, 73E _, RIM 966.E _ �., ,a ,,, ,' 73E " ' INV 961 13 -- -' .o '.:? 738 CONNECT 8° HDPE PIPE TO ROOF DRAIN. SEE PLUMBING L
u, V .. s. �. :- INV 959.85 a _c-_,., ,:. r, `,i;; r... .� i ,-'., /s.. ( UM ING PLAN FOR EXACT LOCATION)
€ - « A / - „yr. ' :++-x INV 9fi0.62---_._--75 - e r: / TO 965.64,,;/. $,
: - 24 v = ^ +> - + w+, '-�i, :,'> <i - .,p,'� -:, / 73C WITH LIGHT DUTY 24 PEDESTRIAN GRATE
3 ! : > ,r .../ - - .- - - - - - -` ^ ,,a '; - "" .. f, NYLOPLAST 24 DRAIN BASIN W E TYPE B (2499CGP,
,<� G 9fi5.14 G ./ k..: ,R4,:: F /
6..,. % �- :. k+<3 s' a :+::;>%, <.<°`-:":;� :',* ', � �� --,-,..¢� , e . ,. ,.. `F_.;:, 4o LF 15 HDPE ..:. _: ..: r;
,
1 "'k, byy _ .:',.' ,y[t _..... , �:� 1 - o . PER MANUFACTURER DETAIL)
-y@qy CB-4 'iF :' ,-y;,,. _ FG 966.75 II - FG 966.75 FG 966.75 ' . '�a0/ .<,�>:` " 'o'- 7 D -
a
\ w 2 21A ,, 0 L HD E 73E 7gg ' n � `�- -- 73E - E `- "- q, o' 2 7 �. 3 RIP RAP PAD (SEE SIZE THIS SHEET)
". <, .g RIM 962.55 ; ,. , '.I 1 j' 73E " f^r:. z - :, es.1 , -G 966,43 C. / `8, / T f
1 -„ 2 i, @ 0.50% r , ;: II 7gp =-F:.. s s-.k ., t / 73E CONNECT 4" HDPE PIPE TO TRENCH DRAIN( SEE PLUMBING PLAN FOR EXACT LOCATION)
6 / INV 959.40 t 738 ' /
73F `� ✓
° ^'S - ' ' � � ', ' ' " .., . ,.,.., r . % '�' -"1 � �::' : = T,964 .84 / ,':, '„ 73F CONNECT 4" HDPE PIPE TO DRAIN PIPE FROM RAISED CONCRETE PLANTERS IN COURTYARD. .: % 'G„ - , , s - 1 I'll. FG 966.75 73A 73C r li - I -
r . , / , // , . TC 963.55 ¢ - .. __ r?y ; „, ...a.,r -''. '� G 9fi4.34 v4 / �, '•
lsf l,.': , ` - -^ ' .' : ,` <, "' '- - I:: r: 4' " l / ''„' s' - 73H CONNECT 4" HDPE PIPE TO TREE WELL PLANTING IN COURTYARD.
"r,. ,> , TO 963.30 �..
G 963.05 ,........ �; { s ' 73B ' ' ' 27C 73H `„ %'' 73E r N /
; s r 2 0 y r. CB 1 / ,., ,, G 96 .8.,,?,.._ ;::r. 2 73H 27C ',. '.'''off C 965.19 0 I 21A%, <,, a
-MH-1 .:- ..w +. $\ " RIM 964.30 i, as , ih,",'. r G ;. J4 // "'' 9$ _ �..: /< .> rq. , { s, II 27C 73H 73C 9 LF 15" HDPE G 964 69 -> -.:.. ,': _,. , ' r,-� _li
t l/"",.. - ' " a' t .RIM 966.50 INV 961.80 r / t k. •..2f '"\ s
''_ `�,s;r-- . FG 96364 <_:'.. ""_`- > ;:. 73E ,_ @0.50% -,4 '..; , ,/ , .,,.. /
TcssSaD' , ❑GRADING DETAILS
t /, Hm- r / s INV 961.35 /
///
%\,,,.-c/,,.. < „ : ,,. m «., ,.. TO 964.49 - -x, ., r.. a 73E ,:., -,-r,- - _ _ - ; - / < /
��+.- G 964 90
r, ,! >!J r 1 „_ ...,> 'rr -q'„ ' ;; a •, . t„' ,.- .. ,_ ' iC 965.05 ._ ' 3 17A B T
/w'-y :;.:f'. a i3\ 5» a .... 140 LF 2 HDPE $ �; ;-;', ,°, .:..;' - 50 l.F 12 D E is -, a i ,. °; - . - S �.9 CUR CU
:. , G 963 99 ',G« .,_. ; ,. , , :. p Z`I I
�r 0.50% „ r,ar. , ••� ..: s - • ' , _,. s ,, ' <;.,",.` G 964 55 .1 ,J 17D RIP RAP PAD
t k'; a :,r./ ,.�-ri? TC 96574 r%
i
.<, f
1' TC 964.801 \ --„ 24 / s. a 21A CURB INLET
f , ^�:, •r .,$ ; ? I ' c.: . G 965. s
q I ,-,-73FC ;e
y / , > / ._ ; r -? „' 73F ' - n, . , 1.1 % FG 966.41 G 964.30 "`" TC 65.75 s �. €5 r 27C FRENCH DRAIN
} <a9 :( ",. g% z:. .FG 965.15..,g ,/ <..., r /.,,; „, "-' 73B „ 9 yy,. `lam s
A
' r m - /%, ",„ . �•_ ., . <,.„'• „ .; ,;; '-. ,,, . _ ;, , - ,1.9%:,/., -:" �(. •.,G 965.P5 ;s 70E TYPICAL STREET PATCHING BITUMINOUS
a f rn»,w„>.::.,.. , _..- .. TC 964.49 : ,,.,, ,. , 8 ,.z , ... 1
1 y FG 955.95 1„<' ',,,.; .. 1 .... -, ;.,:/( r`:.° RIM 966 •?. f'i :�qr
' , . ,. „ „ ' TC 964.20 .. r . _ . �...,. € -.... 73E < ;, F .7 , z., 73E x57
-, , i , _ - ..',,.- �'< ,' - , _ G 966 5 - ,"-✓� 73C ,f TC 965.40 • I < fs,ds { „ 73A OUTLET CONTROL STRUCTURE
1 . G 963.99 , i . , FG 966.75 y:1. INV 961.51 5�a I
m .,.-..2 I .,. ..- . ;, ;' G 963.70 '� , ....6 -..- -.- ,..„; 3, -, ,.:i._ RIM 966.55 75 LF 12" DPE � =`" " 5% r' ')-. �, , I G 964.90 �.... m � /t 1 `•�. 738 RIP -RAP OVERFLOW PAD
1 rn C963.99 `/'s - ,l/. : � /,, i. .. . „�1.6%! ,..�: - .4: a. I I �" I o '.;;'f a
T I , �. •-, < », ,`.. ::. ,, s INV 960.87 @ 0.50% I ..,- m r 1i .,.. - 73C RECESSED WALK OFF MAT (SEE ARCHITECTURAL PLUMBING
x G 963.49 zo t I f">,.' / )1 /L. ::-r, 73 i.,.. c� I i I �, � , r „,
m '11,T " = I'll„4, / C ,s .o m <3 , / Q PLANS)
rn , i:., z s .. r: f„, INV 961.58 '.. •,. I /,:., orn %%'
i $ 1 r
r
:,. .. m :.11 I// / .r:, r I i, - M •q{ 9 �n\\Ip� n �p n Ip� �pIR� Il1.6% 1.9%, 6..< I)\,... L.: � - .? ? t -� SF:f. `s ,;:
FG 959.30 /...<' f,; -,� ', "I ,y." - II II�� O U�� ����II V��NnI �L�/����VO LL� ,, - `�::?,., P, II I13 ','; !.Sri <,; „. `, 1
_ y
11
a rn a / .' , . _ i, �s �[ , `;i r<,r-' TO 966A6 FG 96 v / �: � .y
Q , ....
f 3.3 032 S F _ �I ,;' TC 900.31 , ti ,�, G 965.56 - TC 966.56 ,
d' ,,, rn N // t m ; '�° ✓' -- . ' , TC 966.22 G 966.06 .:, l.. `,z
f 1 ..r N I �� __ .' FFE 966..,75 1I r
`, . NO. DATE DESCRIPTION
�,�1 'o / '. <t ; - v,.,,.,.'.^•»,,.,n" • m ., ,y';,,, �' - FG 966,74.. , - G 9fi5.72 .. "/, '°"
k %i , 0 a / _ 8.50 , 1 i .` "' ., _ <., _"X I "�' " i �Hl-?o FG 966.01 TO 966.13, FG m';39 „ , I,%,, ' ' REV 0 3/20/ 015 INITIAL CITY SUBMITTAL
,, 's 4 : `s % t,i{;- �: , m 1 \ %/ .y ; a _ _ ... „ ; .,. ,,.. s j ¢, solo
t . , s ,,/.., i:,,. 95 CB_5 21A .. .,' s .. ., ,, �., .. /rr w/,r.,,, ,, .' :' G 965.E&, _ r
y 'F. a , e s;,%�/_ ... <„ rn FG 959.30 .87 ,,.a:,,.. - i ° r°-`..._.-. , i .n,.y/, - < .. s.,,,� -FG 965.97 at.};
s i 4 , ,, , it s - > ,, o w..e.. -RIM 961 .,. n,... I'' i FG 966.47 / ,:'�.>.
>, a 2 < <) // : ... ,•. �'., 100 LF 8" PVC ,�,.."' v' •, " ,1,.`.:y Ol ` .a,1 ,
"'. r:: ' FG 967 25
`F ``, , s c, e. a : > If w INV 958.70 :e. 1 r, , ri , „•' T .:1.3% TO 966.
3 @ 0.50% C 966.40 TO 966.40 FG 965 92 '„•,, 73B t 3, , m / ,,,- r. : -,Y i r,, y � , . .,
_ I
'a1;t. sv 1.3% v, /I, / SUMP 954.70 ,: -u•.:, .-_,. ,,,:ar': ._ ,,�„ y.,,t; G965.51 r>-#=t FG 967.20 ., v
'm" « ) FG 965.29 3 �, =n,+ 73C 73A FG 96fi.64 G 965.90 n F G 9fi5 90,,,., FG 965.86 <,,� y-..: , CONNECT TO' .. .` ;a ' 4
> TC 965 97 FG 966.34 > t f s a i ra > • '...... <, '' S,., .., „. rf' , v., `, FG 966.31 TABLE DRAIN ••: i.'>T TC 965.86 F:.. l yg:.., '.'_
�7 ,i'n,, ,�.,. INV. 958.50 // 5%� •"<p ' d° - " FG 965.82- „<:a ` :. 4 %,.,,., ',: �° , `� .::w G 965.47 .,x,,:> t,..
L�
s i 1 < .i n 030 3 s -m >• FG 966.75 f FG 966.75 y (y 73C 73A %°• C - m �"' s G 965.36 \ „, - ,.:,
s-ri 1 y�., �.e✓� TC 962.72 1.9h ,.>., ....zz ,N >, - t.3 /,.. FG 966.75 . FG 966.08 'I r^, _,'f#';. .I ,,
r,
e ., M I",.`s". G 962.22 ;z. - __
> 1 I ..>. -_., TC 966.24 <. - ,>TC 965.73 %-r' / s,<.r < a 1�: is I ':wr"%,' .;i, .. ,-. i:. :. FG 965.92 dP y. .. 0 8
k q x ®`'`" I s, FG 964.02 'rs. - St `FG 966.53 �m --''- 5 /� FG 965.86 •'. FG 965.77 G 965.23 TC 965.82€` G 965.5 /a:..t.,,« s(p f , :; ° 'i
i t I �., r .,,,; ;�,. G 965.74 v.,„%1#: s rs' . - O>.,, y r „!�.
k 9 m
e TC 963.76 .. - ..: '. ... _a2 -.:.. 'c.. ..�. i ,;j.., G 965.32 66 m m ,ro. tcc / t, o
.. : ,.. .-.,. -... ,.. : , 1, .t.:,. ... ,v .... , . .<.,. ... ,n . :$ 'v-:' n >-€
,.•a' .� r .x<• w-, ,.'1 "'4. ,-a.4: .-ba F.-•` - •,dv. b..-••.c ]\ / • tii�`Y. .-..l�h'p•'�: ,"ri' 1'::i: - a C f0 „j ' P'
- ' T ' 965.53 r 's . e, , I `*. ,- I „/., .... .. - /.r, - TC 966.23 ,.:� - , TC 965.51 , .
\ 2 f`, m TC 964.23 TC 965.19 "'' FG 9fi5.68 '^"" FG 965.74 �., �-� _ r,,./ /.... k-ti
/ G 965.03 ;'
"0 / _ G 965.73 8°b .. (. /'• 7 ,. G 9fi5.01 65 =i .: -' . '"s /, '.>,-n 3gf.
\ 15 LF 24 HDP ' „f;` G 963.73 G 964.69 9B5 `'` - FG 965.84 , -'t - - % s% FG 965.79 9 r �, 4 y r, ,
( \ t - 1.33% -.-;r„ ,' TO 964.82 lr - � `� � � FG 965.85 TO 9fi5 28 :„ 18D rt�,'
/ \� 1 .,,., r G 964.32 to ,,...:, 11- FG 965.75 „` a� �s y`,,, Vic_ -- G 964.78_ ;:..� `/ i- y;
",, """ FG 965.35 TO 966.55 ,``' • 28680 3/20/15 ALC SMJ CMB CMB
=%7 ,. ✓ \ \ ,. kr Y $ - LTC 966.45' <,/r, /
' „/ t \ %, o R' <✓ o - 3 », TC 966.45 _. % .. FG 965.42 , ,... � -r,:, FpFG
t. ) a If. 'l,. , •,.. ;e ,.,. , II < G 966.05 G 9fi5.95 , : ,, � ..;..,. <
q6 69fo oV9
.,,_...,, � 1 .11 ob w' \ y i CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
< + ' .; % G 963 11 . _ r� ; 75 LF 8' PVC - ,l^'P TC 966.22 2 ' . ,, r; 96 0 i I
r. \ 0 d O ,,, , , G 965.72 TO 9fi622 a9 .g dP ,'4... 1.,
,. ,x%�
\ h85 ss iry. . 6,,,.. /,: %�, @ 0.50% ' II `,. �`l.,, 'xt ae -'•°` ..a...;;G 965.72 „.,.<a�" {j "I
�.i9 2 964 - <. ,<:-- r ,f /
„,,,,, 3 _,_,,,, .y8i5• ,,,,y,., r'..TC 966.11 / - / : r FS:£ 70E -r
^^.,,..-- _1 0' �,„.. TC 964.58 • ' 17A 17D a 17A 17D }
, s , ....., G 964.08 FG 963.60 ,.< 'I, -.,.,.._. 'C / :-'I,,- ..,,,,, ; .._„>,,,..,." °I,. FG 964.38,,, .. TC 965.06
y¢'. s'c. G 965 61 ,/5/ /. S/
s < ( .� ` 'u' e„. w _ .._„_,.. G 964.56 ice';�"�/ r .o•„ ,..
_/ Engineering Associates, Inc
t f € /,"mm. , " <'_ ENGINEERS e n PLANNERS C SURVEYORS
>
�w
en late
i , 7" N ' LANDSCAPE ARCHITECTS ° ENNRONMENTAL SCIENTISTS
/s. 0
4i / ,. 4 4 , W r R.�%` :. moo°. •: rF.+ �. ,
_�
`Ij, iQ,)v ert 11 I t_, ,:m FG 963.63 /+� ,. �f
k ' ` ` , ,a "' m GRATED END SE TI N `A I O° �, s ,
" s'- - -- <„:. 960 rn I r... FG 960.93 Q, fr *,,„. -'ro ,:.t•" �� . ..:: .: y y� ,;.�j,. tr::
...':^ •,:,,, , `f' A
'$ .� t, ,.,._.. , *... j � -o. .�. q - INV. 96i.05 _ _,.D%_ -..,. , , a �. � .. � ;.,, .. ' PRELIMINARY 2025 Centre Pointe Blvd.. Suite 210 (651)452-8960
"'� ,. / ..,,,. - _ i Mendota Heights, MN 55120 (651)452-1149
%
I \ 5,�� f
" 6�t
o. ----: v Z96 h9fi - NOT FOR
. 77
4.
_ _ ,�
,., h e t'A : i 62 « 'm 1 963 o ./ .,,,.,.,:.,. i .., A ',,,,,,,/ .,, ! .,,,,,,, ,,, „ ,
,
// t .. Y � , -<. _ 0 964 ... .. ,.`F / 996 „ „..,.,, _ '/---^'^-'-' .: ,e .,,,.-,,;�<-..•w.,_ _... ,.
-rr t, d a`Ct tt ,ram .,.-.-ice-- ,,,, ,.. .. „ ,% I • s
' ". ,/`'`y, S11
r, < r .. o ,f tl! a 1 rf a i
CHILDREN S LEARNING ADVENTURE
/ / ; V' r � % ; w ,, 84 ,,1 24.E 206. 8 ,, S 84 51 24 E° 268.22
;I 7750
tr,� , , ; - x,e NSTRUCTI ca,+a �av�ou�sorA
,
a-
o .i.-- �<.; ,... -'' •, ( "" REV DATE SHEET N0.
t
f: f
_ =i -
LAN GRADING P c F s
, REV 0
_.,. 20/5 CV ENGNEERING ASSOCIATES. INC.
VO
dop
O >,
If
N
/
d
00
1 /tlx
\`
i
/
1
1
1
/r
/r Y
>, t
y� o >
e,�.. F [•, • : a.l.t' >:':f ^ ':l.<F .', •�" _ i.l" rot.-'��d
'
c s
r i
•
11
_
76C INV 95
li
RIM 9 `6t)-
-�r114V
768
1 T
/
INV. 958.75
23E
ti,
53 6 vDR 35
', 00 %
23E INV. 958.75
�1
c SL.
, .s 6 SS tl 't4 '
33,032 SF r
L 6"
FFE 966.75 ii @' °°%
❑
UTILITY DETAILS
�
N8301''�3
36A
FIRE HYDRANT ASSEMBLY
--
39B
PRE -CAST SANITARY SEWER MANHOLE
"'• �.„„,w
40C
SANITARY SEWER CLEAN -OUT
a
70E
TYPICAL STREET PATCHING BITUMINOUS
78A
TYPICAL HYDRANT INSTALLATION (PER CITY OF CHANHASSEN)
MEET EXISTING
STUB INVERT- MIN.
0.50% SLOPE
3 D9
�l RIM 96» i
8.75
1� INV. 954.45
8' MIN. COVER
r
v
/
/
r
/
/
/
I
/
/
/
/
97 LF 6" SDR 35 1 / /
' @ 1.00% I J
6„SS I 6'�S
I SS MH#2 3
I RIM 970.00
�nR aF� INV. 956.95
@ 1.87%
966
V_
C
'0
z;
gEFDRE you
c� °�YQ
J\
ss
J\
srS,
Y\
0 30 45' 60'
4 t
RIFY.` VERT O�q ONE C
23A 31A
FIEL `i ,M7 SCALE IN FEET
� s
EXISTING
,� 8f
,'. PROPERTY MONUMENT HYDRANT
UNKNOWN MANHOLE
s C 6 CONCRETE GATE VALVE
- CONCRETE CURB CATCHBASIN
{ FENCE CATCHBASIN
- OVERHEAD ELECTRIC LIGHT POLE
J UNDERGROUND ELECTRIC GAS METER
UNDERGROUND TELEPHONE TELEPHONE MANHOLE
WATER TELEPHONE BOX
I — GAS WATER MANHOLE
/ SANITARY SEWER SANITARY MANHOLE
I
/ �'�-----��,r--- --- -' RIGHT OF ACCESS STORM MANHOLE
ELECTRIC METER EX. CONTOUR
1 ELECTRIC BOX EX. SPOT ELEV. GUTTER
/ ELECTRIC MANHOLE 9 EX. SPOT ELEV.
POWER POLE
i � 11i
PROPOSED
/
STORM DRAIN
1
/ X"G GAS SERVICE
— X"SS SANITARY SEWER SERVICE
1 — UGE — UNDERGROUND ELECTRIC SERVICE
r � "i
— UGE&T—
UNDERGROUND ELECTRIC AND TELEPHONE SERVICE
UGT
UNDERGROUND TELEPHONE SERVICE
X"1N
WATER SERVICE
q7 FDC
FIRE DEPARTMENT CONNECTION
GENERAL UTILITY NOTES
A. ALL WATER LINES SHALL BE DIP WITH 8' MIN. COVER.
B. ALL SANITARY SEWER LINES SHALL BE SDR 35 WITH 8' MIN. COVER.
C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH
ADJACENT PROPERTY OWNERS.
C. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE
CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY
DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES.
D. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS
BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND
CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER.
E. PRIOR TO THE CONSTRUCTION OF OR CONN
ECTION ON TO ANY STORM DRAIN, SANITARY SEWER,
WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND
CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM
THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEI
ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR
FAILS TO MAKE SUCH NOTIFICATION.
F. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS:
ALL WATER LINE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING PER DETAIL 31A. ALL
WATER LINE PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42A. ALL SANITARY SEWER PIPE
BEDDING SHALL BE INSTALLED PER DETAIL 42B.
UTILITY NOTES
22B M.J.TAPPING SLEEVE WITH M.J. TAPPING VALVE AND THRUST BLOCKING WITH ADJUSTABLE VALVE
BOX (SEE SIZES THIS SHEET).
,
' !,` 22A POINT OF CONNECTION - WATER SERVICE (PER LOCAL CODES)
22C M.J.GATE VALVE WITH ADJUSTABLE VALVE BOX (SEE SIZES THIS SHEET)
` a
22D
M.J.TEE WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
?'
221
22-1/2 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET)
22K
SPRINKLER ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET)
22L
METERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET).
7
22M
PROPOSED WATER METER (PER LOCAL CODES AND SPECIFICATIONS).
°i
22X
INTERIOR WATER METER (PER LOCAL CODES).
r t,
22Y
INTERIOR BACK FLOW PREVENTER (PER ARCH. PLANS).
r
23A
POINT OF CONNECTION - SANITARY SEWER SERVICE (PER LOCAL CODES).
23E
SANITARY SEWER SERVICE ENTRY (PER ARCH. PLANS).
24A
POINT OF CONNECTION FOR ELECTRICAL SERVICE (PER ELECTRIC COMPANY REQUIREMENTS).
i
24D
PROPOSED ELECTRIC TRANSFORMER
26A
POINT OF CONNECTION FOR UNDERGROUND TELEPHONE (PER TELEPHONE COMPANY
REQUIREMENTS).
27A
POINT OF CONNECTION FOR GAS SERVICE (PER LOCAL GAS COMPANY REQUIREMENTS).
27B
GAS SERVICE PER LOCAL GAS COMPANY
30A
STUB OUT FOR FUTURE CONNECTION PER LOCAL CODES
29A
MAINTAIN MIN. 18 INCHES VERTICAL SEPARATION.
31A
LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL
`
VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY
LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN
IS NOT ACHIEVABLE.
76A
FIRE
FIRE DEPARTMENT CONNECTION (PER ARCH PLANS)
76B
GREASE INTERCEPTOR (PER PLUMBING PLANS)
NO. DATE DESCRIPTION
/
W
REV-0 3/20/2015 INITIAL CITY SUBMITTAL
J
� -
.u` 'Y•> r ... y. "., v, 'r. ..:':",:-f' ..,c. �,,, \X.. f -'+ '.w. .<,•:"^l ....a>:, 27Af
Imn,/ 65 LF 8 DIP °p 8 745 LF 6" DIP
8 MIN. COVER 22CCOVER I r 'F 6" DIP
30 LF 6" DI ti 6 s ° SI MIN COVER
— 8' MIN. COVER JC? 221 s ,
— — — — ----------------- i----
81.W "W-- 8"W f } 70E 28660 3120115 ALC SMJ CMB CMB
�I UGT UGT-- —UGT UGT UGT— UGT -� ...
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
II �; �20 I
IL
f r / 6 x22A 228 31A
Engineering Associates Inc.
_..., _. v........ .. .. .� - .
/ r ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCH17ECTS ENNRONMENTAL SCIENTISTS
..` �•�' ::..---�».»..-._.,., - ... - ,i % PRELIMINARY 2025 Centre Pointe Blvd., Suite 210 (651)452-8960
s:
Mendota Heights, MN 55120 (651)452-1149
NOTFOR
r
f
..,,,,,,.,,,,,,,,,,,,,,,,,,,, ,,,,,,,, ..
- 77.50 G,ALPIN BOULEVARD
CHILDREN'S LEARNING ADVENTURE
S 84051'24" E 206.78 - S 84051'24" E 268.22 - y
CONSTRUCTION
F' CHANHASSEN MINNESOTA
If4- µ. „...e.'�. - - REV DATE SHEET NO,
r
UTILITY AN REV-5 C F
. REV-0
2015 CEI ENGINEERING ASSOCIATES. INC.
t "G. / P
GENERAL EROSION NOTES GENERAL EROSION NOTES (CONY.) "' f ' - : -'""' .�✓" F, BEFORE y0�
r
,; _,_,
s
., rB^,,r"'"""... ;e,�'°'"`°'°y' .. / „arr� <2 t �/ %rs �Q� Qj
,.:: ., , r ,/,, �.,., ,_.,,,. .. , SF n t� .Ar, ft
-_ I;I \,1, ,\ \
_., ,
A- ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER Q- DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE s;•'' " ,.,y - '^-^'"'^""`"""� , - ; r„�" y�, �,.< '-"-'..,_,. r',,,. - /_
- , ;,,,..
L PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION CONTRACTOR SHALL 8E RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL . - `:, /"?: `•.,,,,/ Au „ -• T y' - "`' / U' 's"- x s "` /\
POL UTION - Q `"
PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT MEASURES (SILT FENCES, STRAW BALES. ETC.) TO HELP PREVENT EROSION AND "' - ° , , ",�,/ ; , `SJ
/i-, „.. /
DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME STORM WATER POLLUTION. ',!" - /„�''� "'"
FAMILIAR WITH THEIR CONTENTS. r / , /
Il
,,/
R. ALL OFF -SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING Fx / v,-," w. ` 1 �� %..r ;- ' I 'A '" 1"`-'� _ r/? O19
B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS &UTILITY , ; .- . /�- A� �," FAA ," / %r /' j ,1,<,. 2% W
EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD •'-' `
AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS AND CONSTRUCTION. __ `' - /
TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE - " x i, ,ii
c,�' \ ` Fs gy 0 0N%30' 45' 60
OWNER'S CONSTRUCTION MANAGER. S. CONCRETE TRUCKS SHALL HAVE A SELF CONTAINED WASHOUT SYSTEM 50 THEY ; i'+�" I„ ---.z - j/ " -- .�`',h e - _' 5,,,., ONE GP
lAll
ARE NOT WASHING OUT ON THE GROUND. / ^ �._ ` /'` '",.,. : --1 1i ' i.. j I s , , � `fi I SCALE IN FEET
C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, r ,�Y r ,°
s v / ,/ /' ♦ it.,/Y / / #V, m. 1 r, , a,, i ♦ r .....i l . /
ETC.) SHALL 8E DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN / / / )-„/,r `; / ' `" ) N•
THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. 9$ y 4r �. ,,I /f >./ / ,� ";;/ , SF / /. S '✓ ' '1} , ,7 P9 EXISTING
A*
♦ / ".II
D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE B 2 „�'', r/ da /. r s %�` / „`.,,,! 8 ' { r - j l/,", ii ,`,` '` 1 /
ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUEL f-t,",,, /` *" ,,, ? +� £..r.'"-„j, 'y, ♦`., '/ `s, ''•' " ' ,,�""�� 5 -g? h'" 't • ♦♦ u' I
OR CHEMICAL SPILLS AND LEAKS. i ?'".8 , 8 r C�'�3 i9B`6 u''„ ,�c / �F -... , =`x ^`r : �; `•✓ r. v ' E r,• •.< ,.. T`
G.
r �l
/ f / r ,_ 3 ; .f / 1 7" F I ji 3p ;r ♦.; 96 I PROPERTY MONUMENT ia, HYDRANT
s i /> / A / t ', , r „" F'. h ;y / UNKNOWN MANHOLE
� / /° x" ,.. t,, i _ I t r fir';. I CONCRETE
9 / '` , / ''. ' I e r%" ,<, %d , ,„.b `9 , .: ra r'. ', _y' { LL /y �.,r, s s, F T :'�;"` _... ,,,,,,,,, �% GATE VALVE
E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF , r' ' /, / ^^✓ t 'y/ �,'` I�, / ' ,Ci y
- w ! £%i /' / '° f ,.� ,,, "S. ': i G. , . ; , m r y„:, L. `">+t I.,. I ''Y" ,.3 i Y ,", <.
r, a /
THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC t,. s „r: / '<;/�;, ., �... `I C3'T. ,, zi ;-;,,. *y,,,}„„,. : 'J�B-. ,'r"- y #' ur:: ;e; t - -- -- CONCRETE CURB CATCHBASIN
'd 1 /,. ^n . /...,
I.
LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITE / o / ✓ 'F a `"' ' %, ' ` " > Q ,,,-,"
;.. � � �� FENCE CATCHBASIN
/l <.., ,.:._' , /� f ,.., „ ,, '< I f . € t_ �`a / OVERHEAD ELECTRIC LIGHT POLE
F. NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED jq ,�/, "Irl"..,I < , c` I `^ "`` ";5 0j ,'. € ,.r,,< i ' "/i•, £ # x ( ! a f r, _ 1,
INTO DRAINAGE DITCHES OR WATERS OF THE STATE. "" `', y// SD „ . <`•._.-', ,' - // `�" �,, ".-1°,.. `,r> € /`` 1, I '-'. : - '_.. "`/ s ' •� /` --- ---- ---- UNDERGROUND ELECTRIC GAS METER
i �,' -
rs'•.j I ' / / ;; / UNDERGROUND TELEPHONE TELEPHONE MANHOLE
/ a
r / I I ,y� /. ., I w " �� I fI ' - ` _ WATER zs TELEPHONE BOX
G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, ' %// • r, %' rm I a% 0"% i ,.` aI r. "."„!>-f�'., �"%I;: "tom - ` '*(, r -----...... --___ GAS WATER MANHOLE
AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS , ,/ - �",:. - r _ u�.�?, -°', 8 'ge" s � 44ir': I rz,I ¢ � `3'F � - `' / '„ :I" ____
:✓`' l£ r cit o,' , , ., SANITARY SEWER f SANITARY MANHOLE
SOON AS PRACTICABLE ,eI h -" `
, ,` I ,u ;: /, I ./ o r, / ...........__............_ RIGHT OF ACCESS STORM MANHOLE
1, 1'}, �X ;.t�;' / n / 'r ,< <. ELECTRIC METER _,.,.... EX. CONTOUR
H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR / �,, - CE , I £ S4 0. �' : ,, I ---;
AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS- - f / / ' a , -""' £bMi
r 1 /i „ /,r ELECTRIC BOX EX. SPOT ELEV. GUTTER
/ ra,, SD y
t /, .ri I $ I.;' < ELECTRIC MANHOLE _ EX. SPOT ELEV.
s
I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS r r rr I '` € '(''" ' POWER POLE
PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE - / ,Sq° , _ `-.. . ,. g , , a / I '/
SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY ;; ... '/` / "' a - I , € .,,,
6
, /
OCCURRING IN THESE AREAS. REFER TO THE LANDSCAPING PLAN. ,/ �> r/ r /i,.. ": r' ' IF 1 % ^.f I /" _'` /
M
,/ F.. ,./ y ff' 1 \J gip
J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION , , /' N, //',rf' «. / %k 'Y • - # % ,'`✓ I /` ""��1 /< `
/,
ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN %t�r�f * I - # „v``-,,.,; - ' 968 j'l �''•' £,p° PROPOSED
°p \ 1 - ,'
I
THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF : „ ' ' x-%`,,';,� ♦ ` a 1 I e, -', y ' ! `'': ;r, - j/ I Iy - f%
,i° / £ < f
WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER ,,,j,_ f� *+' ; , f - 2 € ': ' �" # " %{ 'I
AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT *a.` I' ?, I/ Cp C° I -----
,<, ! f < ;r
LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. , a, `•'.„ '- . i,,f, �,J <'. ',i , '` '' , e , . , EASEMENT 1
/ F
:9� ,. frPss lit' ♦ : u- _„ks '_ I 1 J F{ -wFLOW ARROWS
I
K. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO %Jy,�/' y"'s8 ♦,' : "' `k / '� y -'`r' s - I # / ' -, '
ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. �- e a N I. _ q 1 €.,' .ii XXX CONTOUR ELEVATIONS
s• ° /', 1 a
,y / STORM DRAIN
L. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ` >, `\ I - `;,�`� y €; I' " N,,' ta; �,i �` t `9, % rl / g6g '1 _ _
SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND /', B• v`/ 1+ , a1 I /
€ € t ` '_ , , '+ ,,. - — — - LIMITS OF DISTURBANCE
ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE ' „+ I r I +, ' ., " ,// ,�^t I J_ I l /
SYSTEMS. Ik � 'a I, ,.e ",, ' ".` - ry 'i
M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO \ I lk I 11 r, '�'
°� o,, Li .
nV �, ,/ '% y s, I 1 4, ,.,I EROSION DETAILS
HELP CONTAIN THE SEDIMENT. SF / N m i,µa rn 4 _ _ _ -;r _ _ _ _ i - _ _ _ _ _ r _ _ _ _ _ _ _ _ _ I �rn �° CE / /
N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE / m ,� - - - - s /
/ ® CE TEMPORARY STONE CONSTRUCTION ENTRANCE
w I SF SF I SF ; F SF t 't;' i r.-
TO REDUCE RUNOFF VELOCITIES AND EROSION. � � m I -y+ { .- I r -', � ` ry > ,F,,r, t1
O- SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. IN ro m £ -
1 °� , 1, ? _�.r 969 �970`. ",/ �� - 11 r "�r'� SF SF TEMPORARY SILT FENCE
ALL CASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND i sB B96 "-966969 \- < A
� .\ ,Ijl!'5"1l1",,� .!"
J/CI' (0I
: //I
SAFETY MUST 8E ADHERED TO.
1� r. _ -966 _ 966
d ° i ® IP6 TEMPORARY SILT FENCE INLET PROTECTION
P. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED � � '', _ o - ti � :_
OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS ! 1 P "'�, ' I = _ I ; / "� «
OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A £,,, / /�' '
UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER ` ^ `` N'- = IP6 �o'Y9 6, "I / ® IP9 TEMPORARY DANDY BAG INLET PROTECTION
RES HAS I '1:. t � �� .,�_�o SS to rn 20 a'� // 1,,
FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTU ° ..
f
BEEN EMPLOYED. , - - I v'-,7- '£ °.,4 _ _%� i ',_ I _ �° r'; _1'�_- 7w )r r'-'I -® SILT DIKE (ON EXISTING PAVEMENT)
s -- I !
.r,''. / a ""J "i ,..... - SF ,y _SF I ,€ ? '1% -€ — -----sa---- -� I �/ fs
r .�. _ ? s �,, — — <;, %; l � � Cam,,, r r /
�,..
SD
!r
/ N
r _
/ . s rn6 a s
f r ' s / sF , NSF — — — _ _ _ _ _ � — a y'" _ _ — _. ti SEQUENCE OF CONSTRUCTION
v� 3 ' r
., 4 � >Y� .t ..ytiy •: "s•,. b.rMs _. :,.'.Y:.. v •� .a.. .- :.. \. .\ , �.b.. .h •,:. e+•. ".A <.':j, y!/
,. • � TY' ..... T ) < -, , S. :h . ,Yi 5 /n C:< \ P ..1. .S. i. .' iF Ys'•n SB"
6 , , ,y, ' r i.. I - l C / '? 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
95 . _ ,_._.,.,,__ ,, ,,,,, /ih, I ,,,,,,,,,,,,, 1.
,,,,., , ;/ 56 u? W /f.<., ,%i-`".:-- ;,;L .«<`w;,.,,..,,,,,,,".... n..,,�,,,,,,,,.,;,, / l / s` 2. PREPARE TEMPORARY PARKING AND STORAGE AREA.
/ } } 0 /,i $ , a # #�'/,';i.°- € . y '�', L Tx -,; : / ' 3. CONSTRUCT THE SILT FENCES ON THE SITE-
° ' , _ , ,....._.._. ...",`, ,., ,` ,.,-,,.,a-r--•,/ r
r c:.. , \96 // ,' .: YO ,-. , IP6 IP9 ;.. eR°' < / T /
...,.5 h.. ., r d ' rn. '.9f,:,, , ...... _ " _.............. t. ' l .. , .,a'.,» ( «.,,5`'`" O) 4- CLEAR AND GRUB THE SITE-
, ... j/�/y���/
r .f',, f ':,�' J ¢ .rya,', / , ,. < '" v,y"' '« 'v y ; ./ w 'i W — / V i /
, 4. g ! -, - / I" / -! ---- : F , , 'I o £ a r,., 5. BEGIN GRADING THE SITE.
` ° � ; ''<% 6. START CON T ON OF If
:. - ., : , ... _ '.',. -./., - , , _ < 5 RUCTI BUILDING PAD AND STRUCTURES.
..
'£ ) € ,�''^. ? r';"!�, _ N + $ /`; <, q /' - ..,,., Y - dp '� /L � `... '/,r'; 7. TEMPORARILY SEED DENUDED AREAS.
a / I r f/ SF / I,:
¢ }, . ,. „ A/;:I I / . ��•' '" -- ------ , , g „ ' /:';, „„:" ,• � , 1 - 1 ': •`. `J Il m �• - B. INSTALL UTILITIES, UNDERDRAINS. STORM SEWERS, CURBS AND GUTTERS.
f'A' '%r ...'�rf,t /" £: % ! s' a. , d,,,,,, . ; .£ «?: ;-,a„,;. ., G, c •.r , ,; '..{ .;,1 `i / ti �e j,
+, •w' f - a➢S 9 .,':`. 996-:.'... 3 .,, �'� „ , 3 t, ; ,.. .",„ , . _ ,' ,l o -"_l / .� ��,i V. INSTALL INLET PROTECTION DEVICES.
$ \ .O -..3 -4 ,._.� - .' , N / E y,,,,f ,.« .,.a ,° ,.f / '< %%/:(. , •�< .-/ /� ..s-.-. ,i ik%-
„y„ : �_, , ° ,,�, r / E FOR PAVING.
/ A) y; r 1. �$ .,.,.. // ^ 10. PREPARE SIT
f 1 ,ee. s / , ,_; w , ,y_ '°,..,, ... R( ...a'. ..... r. ( , u ,-- , ''r.; '�, , -, . 5,', / l"«: t`. l e,
£ s ..,:,/ m . % --t av . , �-_._.....".. , w1 x .. ,,. x fj' SITE.
v ..�./� _;,�.: y , . i„ N / 11 PAVE
"£ - IP6 r' ... 2 - , - , -', -,, .. , a, •.,,.': `w ..,, '>' „r�, -> _ DING AND INSTALL PERMANENT SEEDING AND PLANTING.
4 / S „ .
. I 12 COMPLETE GRA q ,.rn ,'.. s _ Z
r, ° , " . ,, 9 .. i , , .., ,./�.k>,aY.<,..,,.w,,;. �,m„<, , " .,' , ,f ,/ ,,, r,i a $ _ '.f I 13. REMOVE LL R E
--. ,, ,-o• /'::. CO / 2.3 'e;r $ , ,.... £ .. • -. ? -- -- -- '. " - - , - ° > � „ . - ' -'. ,. <. ( -j x ,_ l % A TEMPORA Y ROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED).
ql , m / % r / s„ l
fi a s K.^ !� -gAq
O Y-
< @ I _ $ e r. m , ,, , >�.,....._,,. ....% -.. i'•- ... i, >, d „LIMITS OF DIS`1LRfiANCE.( : /> r .. -,: "s
�# _— -- — _— —___ — /ri„ ->,< - E 2 ..... , , -- , .- r ; --: .` _'...,:_ _ �,••,.,., -.,... �.-^,._,._ ,-'-- 7.% 3 ACRES
o I € T�_—: ,T_�—__: — $ z 6-, MAINTENANCE
o
Ys
'r
,
,
y a
M1 r0 I � °
r c, b - _ - --.= I. --'" ', y iir:,- 11 :: .'%, _, �� _ , ; , , 5� . , / .Z- _ , j ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER
�' '" 2 •Sri ti� `"*„ - > . ` ' `i�-, '1` ,,/ i0s l - :.. POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUN TIO L COD
/ -nl '° '' r,.„ .y° ,:• }� /a" „� # r.-';C. .,/ ., .. C NANITION UNTIL FINAL
I 2 a
1 _ /"' / S / STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
1 0 ptt < .,
,,. -., , - II -' CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24
�.: 11 '"y '' •-;Y r Z d i- ,,, `'" }}' I ,, ,� s HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE
'"�y ,'/ -,r: s t 1 , 3 w�% ,,9 N l l S,I, ' ^ ' WITH THE FOLLOWING:
,I,,,,i i r ;y:{} iy4 I I ✓�$ , "-..$ c - o l l /,:..Z f
k / - r`v i
i
r,
r
£ "• F, ,+,t' ". p „�, t l 1. INLET PROTECTION DEVICES AND BARRIERS SHALL 8E REPAIRED OR REPLACED IF THEY SHOW
�/-- IP6 IP9 ,
,,r/,,, % - ,u �...� y<. r, :: , II _-., ;^ £ - - , "'I - ( .-. ;"/ SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION-
/', , „ - -_______ _ # *- ..✓'�r
R
.`hT. ,-'""=� 9\- - //T� r °^'^�>e ',»; ( 2 '' ,/ 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.
S-' ,y� .r _-; a 1,,b,.„,;«:+:%", fir, ,v g ,vr ,� ,; ?.: -7% /
II
lQl
f_b
VV
NA
€ 9W V� / - `°... :-- ,, t - _ "' 7 / AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
o /
d y
# 11 . - . , , ,,. ,. < / s/I ' �i. - - ,"„ ' .,, ;
° I ". .. <.., , , - €i .,, ,''`"®a ,. - P,.- >">'.. b - �' ,z-:.' r''�/ - _. / 3- SIL E BE E D
' 1333/ _ _ i+^ , - /'..-".' _.,„_ , -, ' f">s.,'// -� -^"' /,;i:-r,////'^-- / T F NCES SHALL R PAIRE TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL
�, _ ,�. ., ._a..,,.-. / r °1� �' . , // BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF
.„.-- --
A t ,r ". = t tt' ",^ """"' tp I°`'., i : i-: B ,�,f 1, THE SILT FENCE.
t t 1
// :., , gg6 IP6 IP9
."_ ...
i B rn ,_. I.
ys+•.e, , s ¢�c 1 -s - `{( 'Q , - ® "".. s - s ,y, ��Zv, i : :-.1-8% -• "-'" o ` % -% 4. THE CONSTRUC 0 ENTRANCES SHALL BE MAINTAINED I A CONDITION WHICH ILL E
," / :'',; ;, .. m / , T N N N W PR VENT
r // " y fj r. m
° " ` ' ` I - REQUIRE PERIODIC TOP
,, , ^* ;.' € „ /�, / /,;r :I" / i � TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS OF -WAY. THIS MAY
, r f/.., : ;; I r. - ;- o ,,,,,I}. '- r'i I a / DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.
:::. y"m
.. , ; .� . I //..... .. /
.1 , • _,.
.< . - rn s ... n ,<,.,.,,,,.r ,,,, .,:.111.6% 1.9%_ 96i6 ;; „"a;, i % 7..}.,
.', a -. '-: . ' '; _ . - ` s "' =- (�/C_M IIIIII ` ��I(�`�p� 1E IIlI1�,`\u1IIII III III LIE /qLL����\ IItI^\\uIIIII �JL�S'� ///A�p\D./ VE 1IInn\\u€I�II III' I F 5 '' '-�^ -'.r -;"°� % .. i ._ 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION SUITABLE FOR
i •.:,%,/ A i i. ,/ ,m,, ",' ..:; f �Y/II II�L�r Y III`�II V I�L4 U�Y V�II Vi$:iY 4 UL/ V L'�4 y�VII II� ,^;.,/ !. ..,... ,,,J 4�.I /�
', :' '� € / y. / I:�>y £ ,/ , ,,, :;?, ?% 3 I /SF � a PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING
e °', � 1 4�y P /jj 33 032 SF .%, /,., 1 I I I
/ c. ' , 'T AS CONDITIONS DEMAND.
4 , i "+A3 '£ Q� 4 •✓ a`ti N H/ems'. ` ,fir '/✓ m
y y
t h l / [,
,. 1 ru ,5, / I U „:... E •"y .�,. A.o.. s�, `/r` :f rf/:, � I I �,. NO. DATE DESCRIPTION
.-- -..«.. :r-
g w / FFE 966.75 ---
--
zIt` �II � /--IA1 II I'z1ll, I I "_/,I, "-oII1< , " �.1�f,,',�1II1f1'fll/ I, ,
<. £ -,✓� v € - --� _ - 9 \ r" v" ,.,-. w' i't "�'" 11 X, ; ,.• " I .' / `.-,.- I rp L' i REV-0 3/20/2015 INITIAL CITY SUBMITTAL
/ I ,
y
lD 1 ..• '< , ;..5, , ;I -. ,. 'i iy:4<1, - i < 9",.". j . jr..,
R1\O
{ 1.3% ant( y / , / , -y t_.,m.„,
,:<, a'
5 s 'vi, an <.y
I: .,
i r`
f xr-......... .t.,,.. •Y .......... ter.., t...: .... :; $ _r .<, rn /,'
# 1
y ., .... n .-..... .� v .., �+-.a•, . e . r. 4.I , - , Y i. n1 .., / j f 1,
.. .r' e e '/ . i
:�j:% , �':: IP9 IP6 , m
2 I \ i,.., m ,,/ ,�(--__- =\9 n fir-, B� .i., 96 I f / fi
%.... \ 1 m 96g ,n' ,. /, Z, ';:m ii,.. % 4.. 5 ✓ 1 r ♦, iL it
N., "
g N •_ o; 1f
--� ------ — ---- —I — -- �� _'>
' # # t '<"' °'f, a t "'�.` ,_ „frj(, .,I 28660 3120115 ALC SMJ CMB CMB
"s
y °4^ /.."'' ..'„ a > 6 0 ;� P,t.° B° l %fz CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
r (, II�T�
t '� i fi #4 �� / / S 9O� 'e\° . "N .y,,, II ,.w.-'"'� r,`L r>, S968$ L9 �f SF °�„. "I SD 1.....
V e,
���t F
f" ' ri ` I
, , € �'' , �, } / - �. . Engineering Associate Inc
♦ l I: "; -. , 3 ; - ENGINEERS PLANNERS SURVEYORS
. ,� of r , o o "" , ! ♦ y I ` 1 P9 \"" LANDSCAPE ARCHITECTS •ENVIRONMENTAL SC/ENASTS
y
,. ,tT= '*TM» ', 'z"AA ,,, ',,B.f;< Rti\ . ', / .. w i/ a.`. ,, ;i ,'s, : ,KF `,
,r ,'-, `°. i r, i''. ;+ i% ,., v ' f .,. 4 w i ' is ;i _ p, I r t° i / ' f: ,,..,,
,,B < <, i ... '�` " � 7, „ :;: 9 � ,., w rn few .. N � , ;';:.`v _ Z .� v:;.., ;T' �../ 0, '// .,.'r. "' " F✓. , 5, °3 !, ' r. T
1 , "...... �r°. _ ..,:, 1.0% ..,....M.,,,... ,,". . , °.,",�,.,... � ,, r3.... .� 11 ,, -; :.� .,`. -- PRELIM/NARY
,# '^. , ..__„ ,, ,"yF o „ _ �" , "I . r I ; ;: '', ; %; 2025 Centre Pointe Blvd., Suite 210 (651)452 B960
T e # % ♦ 96 ' L -.. „->. . „ -.... ' , , .+... Dt , -, h;. ` , f` y . Mendota Heights, MN 55120 (651)452-1149
b „,.,,_,.,,,ram"' ' . " —J ,. I r<' , i 4 , / P
�. / : Cp
` i o :. , v Z96 l96 ., `; .. ...,". 496 E96 SF/ , s „ - NO t FOR
,'"s , , yy , s aI °, __• / - I CHILDREN S LEARNING ADVENTUR
59
'I"s 7 Y :. g , , SF M SF _ - - _ SF_ _ _ _ _ _ SF SF. -
s ,-.,,�._ -- ------ ------ -- - - onlsTRucr10
" r: _
t i.
pie y / -'` r'
-" _ I-' , '- " - '" i REV DATE SHEET NO.
M , / , s 50
/ C F9 " � � � � r EROSION CONTROL PLAN �%zo�,5
" /2/�/ u. -
d REV
2015 CEI ENGINEERING ASSOCIATES INC.
I
S
NPDES CONSTRUCTION ACTIVITY REQUIREMENTS
A. STORM WATER POLLUTION PREVENTION PLAN
THE PERMITTEE(S) MUST IMPLEMENT THE EROSION CONTROUSWPPP AND THE REQUIREMENTS
OF THIS PART. THE BEST MANAGEMENT PRACTICES (BMPS) IDENTIFIED IN THE PLANS AND IN
THIS PERMIT MUST BE INSTALLED IN AN APPROPRIATE AND FUNCTIONAL MANNER.
B. EROSION PREVENTION PRACTICES
1. THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE CONSTRUCTION
PHASING, VEGETATIVE BUFFER STRIPS. HORIZONTAL SLOPE GRADING, AND OTHER
CONSTRUCTION PRACTICES THAT MINIMIZE EROSION, SO THAT THE INSPECTION AND
MAINTENANCE REQUIREMENTS OF PART IV.E. ARE COMPLIED WITH. THE LOCATION OF
AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES. SIGNS,
SILT FENCE ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS.
2. ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET
OF A SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT
COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING
TABLE OF SLOPES AND TIME FRAMES:
TYPE OF SLOPE TIME (MAXIMUM TIME AN AREA CAN
REMAIN OPEN WHEN THE AREA
STEEPER THAN 3:1 7 DAYS IS NOT ACTIVELY BEING WORKED.)
10:1 TO 3:1 14 DAYS
FLATTER THAN 10:1 21 DAYS
THESE AREAS INCLUDE CONSTRUCTED STORM WATER MANAGEMENT POND SIDE SLOPES,
AND ANY EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A STORM WATER CONVEYANCE
SYSTEM. SUCH AS A CURB AND GUTTER SYSTEM, STORM SEWER INLET. TEMPORARY OR
PERMANENT DRAINAGE DITCH OR OTHER NATURAL OR MAN MADE SYSTEMS THAT
DISCHARGE TO A SURFACE WATER. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT,
CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION
CONCRETE STOCKPILES, SAND STOCKPILES) ARE EXEMPT FROM THIS REQUIREMENT BUT
MUST COMPLY WITH PART IV.C.5.
3. ADDITIONAL BMP'S TOGETHER WITH ENHANCED RUNOFF CONTROLS ARE REQUIRED FOR
DISCHARGES TO SPECIAL AND IMPAIRED WATERS. THE BMP'S IDENTIFIED FOR EACH
SPECIAL OR IMPAIRED WATER ARE REQUIRED FOR THOSE AREAS OF THE PROJECT
DRAINING TO A DISCHARGE POINT ON THE PROJECT THAT IS WITHIN ONE MILE OF A
SPECIAL OR IMPAIRED WATER AND FLOWS TO THAT WATER.
4. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH
THAT DRAINS WATER FROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE,
MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE
POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED
WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER.
5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION
BEFORE CONNECTION TO A SURFACE WATER.
6. WHEN POSSIBLE, ALL SLOPES MUST BE GRADED IN SUCH A FASHION SO THAT TRACKING
MARKS MADE FROM HEAVY EQUIPMENT ARE PERPENDICULAR TO THE SLOPE.
7. ALL AREAS DISTURBED DURING CONSTRUCTION MUST BE RESTORED AS DETAILED IN
THESE REQUIREMENTS. THE TYPE OF PERMANENT RESTORATION SHALL BE CLEARLY
SHOWN ON THE PLANS INCLUDING BUT NOT LIMITED TO SOD. SEED, IMPERVIOUS COVER
AND STRUCTURES. A MINIMUM OF 6 INCHES OF TOPSOIL MUST BE INSTALLED PRIOR TO
PERMANENT RESTORATION. AREAS IN WHICH THE TOP SOIL HAS BEEN PLACED AND FINISH
GRADED OR AREAS THAT HAVE BEEN DISTURBED AND OTHER GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY MUST BE TEMPORARILY OR
PERMANENTLY RESTORED AS SET FORTH IN THE FOLLOWING REQUIREMENTS.
A. AREAS WITH SLOPES THAT ARE LESS THAN 3:1 MUST BE SEEDED AND MULCHED WITHIN 14
DAYS OF THE AREA NOT BEING ACTIVELY WORKED.
B. AREAS WITH SLOPES THAT ARE GREATER THAN 3:1 MUST BE SEEDED AND EROSION
CONTROL BLANKET PLACED WITHIN 14 DAYS OF THE AREA NOT BEING ACTIVELY WORKED.
C. ALL SEEDED AREAS MUST BE EITHER MULCHED AND DISC ANCHORED, HYDRO -MULCHED,
OR COVERED BY EROSION CONTROL BLANKET TO REDUCE EROSION AND PROTECT THE
SEED. TEMPORARY OR PERMANENT MULCH MUST BE DISC ANCHORED AND APPLIED AT A
UNIFORM RATE OF 2 TONS PER ACRE AND HAVE 90% COVERAGE.
D. IF THE DISTURBED AREA WILL BE RE -DISTURBED WITHIN A SIX MONTH PERIOD,
TEMPORARY VEGETATIVE COVER SHALL BE REQUIRED CONSISTING OF AN APPROVED SEED
MIXTURE AND APPLICATION RATE.
E. IF THE DISTURBED AREA WILL NOT BE RE -DISTURBED WITHIN A SIX MONTH PERIOD,
PERMANENT VEGETATIVE COVER SHALL BE REQUIRED CONSISTING OF AN APPROVED SEED
MIXTURE AND APPLICATION RATE.
F. ALL AREAS THAT WILL NOT HAVE MAINTENANCE DONE SUCH AS MOWING AS PART OF THE
FINAL DESIGN SHALL BE PERMANENTLY RESTORED USING AN APPROVED SEED MIXTURE
AND APPLICATION RATE.
G. RESTORATION OF DISTURBED WETLAND AREAS SHALL BE ACCOMPLISHED USING AN
APPROVED SEED MIXTURE AND APPLICATION RATE.
8. ALL EROSION CONTROL MEASURES MUST BE MAINTAINED FOR THE DURATION OF THE
PROJECT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED IN ACCORDANCE WITH CITY
REQUIREMENTS. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR
INTERFERE WITH ANY EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE
THEIR INTENDED FUNCTION.
9. ADDITIONAL EROSION CONTROL MEASURES SHALL BE ADDED AS NECESSARY TO
EFFECTIVELY PROTECT THE NATURAL RESOURCES OF THE CITY. THE TEMPORARY AND
PERMANENT EROSION CONTROL PLANS SHALL BE REVISED AS NEEDED BASED ON
CURRENT SITE CONDITIONS AND TO COMPLY WITH ALL APPLICABLE REQUIREMENTS.
C. SEDIMENT CONTROL PRACTICES
1. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT
PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE
PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN
ACCORDANCE WITH FINAL STABILIZATION.
2. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT
SEDIMENT CONTROL PRACTICES MUST BE INSTALLED TO ELIMINATE THE OVERLOADING,
AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES.
3. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES
WITH A GRADE OF 3:1 OR STEEPER.
4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING
CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET
HAVE BEEN STABILIZED. THESE DEVICES MUST BE MAINTAINED UNTIL FINAL STABILIZATION
IS ACHIEVED. INLET PROTECTION MAY BE REMOVED IF A SPECIFIC SAFETY CONCERN
(STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED.
53EMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT
CONTROLS ON THE DOWN GRADIENT SIDE OF THE STOCKPILE AND SHALL NOT BE PLACED
AT LEAST TWENTY FIVE (25) FEET FROM ANY ROAD. WETLAND, PROTECTED WATER,
DRAINAGE CHANNEL, OR STORM WATER INLETS. STOCKPILE LEFT FOR MORE THAN
FOURTEEN (14) DAYS MUST BE STABILIZED WITH MULCH, VEGETATION, TARPS OR OTHER
APPROVED MEANS.
6.VEHICLE TRACKING OF SEDIMENT FROM THE PROJECT SHALL BE MINIMIZED BY APPROVED
BMPS. THESE SHALL BE INSTALLED AND MAINTAINED AT THE CITY APPROVED ENTRANCES.
INDIVIDUAL LOTS SHALL EACH BE REQUIRED TO INSTALL AND MAINTAIN ENTRANCES
THROUGHOUT THE CONSTRUCTION BUILDING UNTIL A PAVED DRIVEWAY IS INSTALLED.
7.SEDIMENT THAT HAS WASHED OR TRACKED FROM THE SITE BY MOTOR VEHICLES OR
EQUIPMENT SHALL BE CLEANED FROM THE PAVED SURFACES THROUGHOUT THE DURATION
OF CONSTRUCTION.
B.SILT FENCE OF OTHER APPROVED SEDIMENT CONTROL DEVICES MUST BE INSTALLED IN ALL
AREAS AS SHOWN ON THE SWPPP.
9.SILT FENCE OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE REQUIRED
ALONG THE ENTIRE CURB LINE, EXCEPT FOR APPROVED OPENINGS WHERE CONSTRUCTION
ENTRANCE WILL BE INSTALLED OR DRAINAGE FLOWS AWAY FROM THE CURB. THIS DEVICE
MUST BE MAINTAINED UNTIL FINAL STABILIZATION IS ACHIEVED.
10.DUST CONTROL MEASURES, SUCH AS APPLICATION OF WATER MUST BE PERFORMED
PERIODICALLY DUE TO WEATHER, CONSTRUCTION ACTIVITY, AND/OR AS DIRECTED BY THE
CITY.
11.FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) MUST BE
ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT
THE TRANSPORT OF SEDIMENT TO OUTFLOW OR LATERAL CONVEYORS AND TO PREVENT
EROSION AND SEDIMENT BUILDUP WHEN RUNOFF FLOWS INTO THE CONVEYORS.
NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)
12.A CONCRETE WASHOUT SHALL BE INSTALLED ON PROJECTS THAT REQUIRE THE USE OF CONCRETE.
ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE
CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A SIGN MUST BE
INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM OPERATORS TO UTILIZE THE PROPER
FACILITIES.
13.ALL SEDIMENT CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF THE
PROJECT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED ACCORDANCE WITH CITY REQUIREMENTS.
IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH ANY EROSION
CONTROL MEASURES, THEY MUST BE RESTORED TO SERVE THEIR INTENDED FUNCTION.
14.ADDITONAL SEDIMENT CONTROL MEASURES SHALL BE ADDED AS NECESSARY TO EFFECTIVELY
PROTECT THE NATURAL RESOURCES OF THE CITY. THE TEMPORARY AND PERMANENT EROSION
CONTROL PLANS SHALL BE REVISED AS NEEDED BASED ON CURRENT SITE CONDITIONS AND TO
COMPLY WITH ALL APPLICABLE REQUIREMENTS.
15.RESTRICT CLEARING AND GRADING WITHIN 20 FEET OF AN EXISTING WETLAND BOUNDARY TO
PROVIDE FOR A PROTECTIVE BUFFER STRIP OF NATURAL VEGETATION.
D. DEWATERING AND BASIN DRAINING
1. DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR
DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN
DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN
ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A
SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE
APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING
WATER OR DOWNSTREAM LANDOWNERS. THE PERMITTEE(S) MUST ENSURE THAT DISCHARGE
POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE
DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER ACCEPTED
ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED
FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS.
2. ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER
THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON
DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT
TO THE WETLAND.
E. INSPECTIONS AND MAINTENANCE
1. THE PERMITTEE(S) (EITHER THE OWNER OR OPERATOR, WHOEVER IS IDENTIFIED IN THE SWPPP) MUST
ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE
CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24
HOURS.
2. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN
WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP IN ACCORDANCE WITH PART III.D.
RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE:
A. DATE AND TIME OF INSPECTIONS:
B. NAME OF PERSON(S) CONDUCTING INSPECTIONS:
C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS;
D.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE
ACTIVITIES):
E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS:
AND
F. DOCUMENTATION OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4
3. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK
REMAINS ON OTHER PARTS OF THE SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO
ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE
REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE
SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST.
4. ALL EROSION AND SEDIMENT BMP'S SHALL BE INSPECTED TO ENSURE INTEGRITY AND EFFECTIVENESS.
ALL NONFUNCTIONAL BMPS' SHALL BE REPAIRED, REPLACED OR SUPPLEMENTED WITH A FUNCTIONAL
BMP. THE PERMITTEE SHALL INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND
MAINTENANCE REQUIREMENTS.
5. ALL SILT FENCES SHALL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME
NONFUNCTIONAL OR THE SEDIMENT REACHES i OF THE HEIGHT OF THE FENCE. THESE REPAIRS SHALL
BE MADE WITH 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.
6. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED
FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE PERMITTEE SHALL REMOVE ALL
DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS,
AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN
EXPOSED SOILS. THE REMOVAL AND STABILIZATION SHALL TAKE PLACE WITHIN 7 DAYS OF DISCOVERY
UNLESS PRECLUDED BY LEGAL. REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. THE PERMITTEE
SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND
STABILIZATION SHALL TAKE PLACE WITHIN 7 CALENDAR DAYS OF OBTAINING ACCESS. THE PERMITTEE IS
RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND
RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK.
7. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED FOR EVIDENCE OF OFF -SITE
SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT SHALL BE REMOVED FROM ALL
OFF -SITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER
TIME.
B. THE PERMITTEE(S) ARE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND
PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND
SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE
PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO
PART II.6.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS
UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA.
9.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE
REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS (E.G.,
FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR
POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS).
10. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING
CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED
FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA.
NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)
G. FINAL STABILIZATION
1. THE PERMITTEE(S) MUST ENSURE FINAL STABILIZATION OF THE PROJECT. FINAL STABILIZATION
CAN BE ACHIEVED IN ONE OF THE FOLLOWING WAYS.
2. ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS WILLS BE
STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE OVER WITH A DENSITY OF AT LEAST 70
PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS
NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND:
A.ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER
CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION:
BALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT
CONTROL BMP'S (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL
STABILIZATION;
C.THE PERMITTEE MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM
TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY
MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM WASHING BACK
INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF -SITE OR TO
SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN
THE BASIN TO DESIGN CAPACITY.
H. TRAINING
I TRAINING IS REQUIRED FOR THOSE THAT ARE RESPONSIBLE FOR PREPARATION OF THE SWPPP,
MANAGEMENT OF THE CONSTRUCTION SITE AND INSPECTIONS.
2.THE SWPPP MUST PROVIDE A CHAIN OF COMMAND SHOWING WHO PREPARED THE SWPPP, WHO
IS RESPONSIBLE FOR THE MANAGEMENT OF THE CONSTRUCTION SITE AND INSPECTIONS.
3.THE TRAINING SHALL CONSIST OF A COURSE DEVELOPED BY A LOCAL, STATE, OR FEDERAL
AGENCY, PROFESSIONAL ORGANIZATION, WATER MGMT. ORGANIZATION, OR SOIL AND WATER
CONSERVATION DISTRICT AND MUST CONTAIN INFORMATION THAT IS RELATED TO EROSION
PREVENTION, SEDIMENT CONTROL, OR PERMANENT STORMWATER MGMT AND MUST RELATE TO
THE WORK THAT YOUR ARE RESPONSIBLE FOR MANAGING.
CLA - CHANHASSEN, MN - SITE INTRODUCTION
PROJECT DESCRIPTION
THE PROPOSED DEVELOPMENT WILL CONSIST OF AN APPROXIMATELY 33,032 SQUARE FOOT ONE-STORY
BUILDING, ALONG WITH ASSOCIATED SURFACE PARKING LOT, TRASH ENCLOSURE, CONCRETE CURB AND
GUTTER, PLAYGROUND AND OTHER ASSOCIATED UTILITIES.
RUNOFF FROM ALL PROPOSED IMPERVIOUS SURFACES WILL BE COLLECTED BY DOWNSPOUTS, OR DRAIN
TO ONE OF A SERIES OF CATCH BASINS IN THE PAVED AREA, AND OUTLET TO A BIOFILTRATION BASIN
THAT WILL SERVE TO PROMOTE ON SITE ABSTRACTION OF STORMWATER. EXCESS STORMWATER FROM
THE BIOFILTRATION BASIN SHALL OVERFLOW INTO A PROPOSED RETENTION BASIN WITH AN OUTLET
CONTROL STRUCTURE (OCS) WHICH WILL IN TURN CONTROL THE RATE OF RUNOFF AND PROVIDE FOR
ADDITIONAL WATER QUALITY. STORMWATER FROM THE RETENTION BASIN WILL THEN OUTLET INTO THE
EXISTING WETLAND, WHERE IT WILL EVENTUALLY OUTLET FROM THE PROJECT SITE THROUGH AN
EXISTING CULVERT THAT RUNS UNDERNEATH WEST 78TH STREET TO THE NORTH. NO DISTURBANCE IS
PROPOSED IN THE EXISTING WETLAND AREA.
THE IMPLEMENTATION AND MAINTENANCE OF THE SWPPP WILL PROVIDE THE CONTRACTOR AND OWNER
WITH THE FRAMEWORK TO REDUCE SOIL EROSION AND MINIMIZE POLLUTANTS IN THE STORM WATER
DURING CONSTRUCTION OF THE SENIOR LIVING SITE.
THE SWPPP WILL DEFINE THE CHARACTERISTICS OF THE SITE AND THE TYPE OF CONSTRUCTION TO
OCCUR; INCLUDE A SITE PLAN SHOWING THE CONSTRUCTION; DESCRIBE THE PRACTICES THAT WILL BE
USED TO CONTROL EROSION AND THE RELEASE OF POLLUTANTS IN THE STORM WATER, INDICATE A
SCHEDULE TO HELP ENSURE THAT THE PRACTICES INDICATED ARE IMPLEMENTED AND TO HELP
EVALUATE THE EFFECTIVENESS OF THE PRACTICES IN REDUCING EROSION AND POLLUTANTS
DISCHARGED FROM THE SITE; AND TO DESCRIBE THE FINAL STABILIZATION MEASURES REQUIRED TO
HELP MINIMIZE EROSION AND OTHER STORM WATER IMPACTS AFTER CONSTRUCTION.
STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION
PLAN COORDINATION:
THE SITE REPRESENTATIVE FOR THE OWNER, WITH THE ASSISTANCE OF THE FIELD SUPERVISOR FOR
THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MONITORING THE STORM
WATER POLLUTION PREVENTION PLAN DURING CONSTRUCTION. THIS WILL INCLUDE OVERSEEING THE
MAINTENANCE OF THE BMPS THAT ARE IMPLEMENTED, PROVIDE INSPECTIONS AND MONITORING OF THE
BMPS, IDENTIFY AND CORRECT ANY DEFICIENCIES IN THE SWPPP, AND MONITOR THAT ANY CHANGES TO
THE CONSTRUCTION PLANS ARE ADDRESSED BY THE STORM WATER POLLUTION PREVENTION PLAN.
PROJECT INFORMATION
SITE LOCATION:
THE PROJECT SITE IS APPROXIMATELY 7.87 ACRES, ZONED A-2 (AGRICULTURAL ESTATE DISTRICT, AT
7750 GALPIN BOULEVARD, CHANHASSEN, MINNESOTA IN CARVER COUNTY.
STORM WATER MANAGEMENT CONTROLS
TEMPORARY AND PERMANENT EROSION CONTROL MEASURES:
A LIST OF STABILIZATION MEASURES HAS BEEN TABULATED BELOW AND THE LOCATIONS OF THESE
MEASURES ARE SHOWN ON THE ATTACHED EROSION CONTROL PLAN. THIS PROJECT WILL USE A
NUMBER OF BMP'S TO HELP CONTROL EROSION AND SEDIMENT. THOSE MEASURES INCLUDE:
1. STONE CONSTRUCTION ENTRANCE
2. SILT FENCE
3. SILT DIKE
3. CATCH BASIN INLET PROTECTION
4. CONCRETE WASHOUT
DETAILS FOR THESE CAN BE FOUND ON THE DETAILS SHEETS.
THE FOLLOW TABLE PROVIDES A SCHEDULE FOR STABILIZING DISTURBED AREAS DURING
CONSTRUCTION:
DISTURBED AREA WORKING DAYS TO STABILIZE
3 T01 AND STEEPER SLOPES 7 DAYS
SLOPES FLATTER THAN 3 TO 1 14 DAYS
ALL DITCHES, WITHIN 200' OF OUTLET 1 DAY
ALL OUTLETS 1 DAY
ALLINLETS 1 DAY
TEMPORARY SEDIMENT BASINS AND TRAPS 1 DAY
SOIL STOCKPILES 7 DAYS
SEE THE LANDSCAPE PLAN FOR FINAL PLANT AND TURF COVERAGE OF THE SITE.
CONSTRUCTION TYPE:
SITE GRADING AND UTILITY CONSTRUCTION IS ANTICIPATED TO BEGIN IN THE FALL OF 2015 WITH
COMPLETION OF THE SITE IN SUMMER 2016.
EXISTING DRAINAGE/SOIL CONDITIONS:
SEE DRAINAGE REPORT BY CEI ENGINEERING ASSOCIATES, INC. AND GEOTECHNICAL REPORT BY
SWEETGUM ENVIRONMENTAL, LLC DATED OCTOBER 16, 2014.
SITE WIDE CONTROL MEASURES TO PREVENT EROSION SEDIMENTS FROM LEAVING THE SITE. THE
FOLLOWING BMPS WILL BE USED:
• SILT FENCE. TO BE MACHINE OR HAND INSTALLED ALONG THE PERIMETER OF AREAS TO BE
GRADED BEFORE GRADING BEGINS. ADDITIONAL SILT FENCE SHOULD BE KEPT ON -SITE FOR
REPAIRS, REPLACEMENT OR PROTECTION OF ADDITIONAL AREAS. SILT FENCE SHALL BE INSPECTED
ONCE A WEEK AND WITHIN 24 HOURS OF ANY }' RAIN EVENT. SEDIMENT REMOVAL REQUIRED WHEN
SEDIMENTS REACH 1/3 THE HEIGHT OF THE SILT FENCE. SILT FENCE CAN BE REMOVED WHEN
VEGETATION FOR FINAL STABILIZATION HAS BEEN ADEQUATELY ESTABLISHED (70%).
• ALL EXPOSED AREAS WITHIN 200 FEET OF A SURFACE WATER MUST BE STABILIZED NO LATER THAN
14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
PERMANENTLY CEASED.
CLA - CHANHASSEN, MN - SITE INTRODUCTION INTRODUCTION (CONT.)
• AFTER ALL AREAS ARE FINAL GRADED, THE ENTIRE SITE SHALL BE SEEDED AND FERTILIZED. SLOPES WITH GRADES
GREATER THAN 3 TO 1. OR WHERE CONCENTRATED FLOWS WILL OCCUR EROSION CONTROL BLANKETS AND FIBER
LOGS SHALL BE INSTALLED (MAXIMUM SPACING 75 FEET).
• AREAS FLOWING INTO THE STORM WATER CONVEYANCE SYSTEM WILL BE STABILIZED THE DAY THE STRUCTURES
ARE INSTALLED. CATCH BASIN SEDIMENT BAGS WILL BE INSTALLED THE SAME DAY AND LEFT IN PLACE UNTIL THE
PROJECT IS COMPLETED. SEDIMENTS SHALL BE REMOVED AND DISPOSED OF WHEN } THE CAPACITY IS REACHED.
• TOPSOIL STOCKPILES WILL BE STABILIZED WITH TEMPORARY SEED. MULCH AND FERTILIZER WITHIN 7 DAYS FROM
THE LAST CONSTRUCTION ACTIVITY THAT CREATED THE STOCKPILE.
• DUST WILL BE CONTROLLED BY WATER APPLICATION AND/OR SWEEPING AS NEEDED.
• VEGETATIVE BUFFERS WILL BE MAINTAINED AT THE PERIMETER OF THE SITE.
• GRADING OPERATIONS SHOULD INCORPORATE HORIZONTAL SLOPE TRACKING WHEN POSSIBLE TO HELP REDUCE
EROSION.
• CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR TO START OF CONSTRUCTION.
• ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A
LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW
WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER.
CONSTRUCTION PRACTICES TO MINIMIZE STORM WATER CONTAMINATION:
ALL NON -HAZARDOUS WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURE LOCATION, PREFERABLY A
LOCKABLE METAL DUMPSTER, AT THE END OF EACH DAY. ALL TRASH AND CONSTRUCTION DEBRIS SHOULD BE
DEPOSITED IN THE DUMPSTER AT THE END OF EACH DAY AND WILL BE EMPTIED AS NECESSARY. NO CONSTRUCTION
MATERIALS SHALL BE BURIED ON -SITE. A LICENSED SANITARY WASTE MANAGEMENT COMPANY WILL COLLECT ALL
SANITARY WASTE FROM PORTABLE UNITS. GOOD HOUSEKEEPING AND SPILL CONTROL PRACTICES SHOULD BE
FOLLOWED TO MINIMIZE STORM WATER CONTAMINATION.
THE FOLLOWING BMPS WILL BE USED:
• FERTILIZER SHALL NOT BE STORED ON -SITE. ALL UNUSED PORTIONS SHALL BE PLACED IN A SEALED BIN AND
REMOVED FROM THE SITE BY APPLICATOR.
• ALL VEHICLES AND EQUIPMENT USED ON -SITE SHALL BE IN GOOD WORKING ORDER AND REGULARLY INSPECTED FOR
LEAKS.
• PETROLEUM PRODUCTS SHALL BE STORED IN LABELED AND SEALED CONTAINERS.
• SPILL KITS SHALL BE MADE AVAILABLE AT ALL FUELING AREAS. THE CONTRACTOR SHOULD ALSO USE SECONDARY
CONTAINMENT MEASURES ON-SRE.
• ALL ASPHALT PRODUCTS USED ON SITE SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
• ALL PAINT CONTAINERS AND CURING COMPOUNDS WILL BE KEPT IN TIGHTLY SEAL CONTAINERS. AND PROPERLY
DISPOSED OF AFTER USE. EXCESS PAINT CANNOT BE DISCHARGED INTO THE STORM WATER SYSTEM.
• SPILL CONTAINMENT MATERIALS (SAW DUST, KITTY LITTER OIL ABSORBENT PRODUCTS. GLOVES, TRASH LINERS)
SHALL BE KEPT ON -SITE INCASE OF A SPILL. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY UPON DISCOVERY.
• CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT ONLY IN DESIGNATED AREAS, OR ARE NOT ALLOWED TO WASH
OUT ON -SITE.
• ALL WORK AREAS SHOULD BE KEPT GRADED RELATIVELY SMOOTH TO PREVENT CONCENTRATED FLOWS AND THE
FORMATION OF RUTS AND GULLEYS, AND THE COLLECTION OF STORM WATER.
• A STABILIZED ROCK CONSTRUCTION ENTRANCE SHALL BE MAINTAINED.
• ALL ADJACENT PAVED SURFACES AND STREETS SHALL BE SWEPT DAILY TO REMOVE ALL DUST AND SEDIMENTS.
OPEN-AIR BROOMS WILL BE ALLOWED ONLY IF THE DUST AND SEDIMENTS ARE WET.
• TRUCKS HAULING SOILS TO AND FROM THE SITE SHALL COVER THEIR LOADS.
i
a
30
VIAL I ON WHITE
BACKGROUNDEND
BACKGROUND
"RIGHT TURN ONLY"
SIGN
NU
.T.S.
low 11
•6 •1'
HORIZONTAL THRUST BLOCKING
(BLOCKING HEIGHT GREATER THAN PIPE O.O.)
(BLOCKING WIDTH BETWEEN I & 2 TIMES HEIGHT)
REQUIRED SQ. FT. OF UNDISTURBED
EARTH WALL FOR REACTION BACKING
TYPE OF FITTINGS
PIPE
SIZE
I TEES
PLUG
I BENDS
190'
1 45°
1 22
NOTES:
1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE
2. WRAP ALL FITTINGS WITH VISQUEEN.
3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH.
4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE.
5. ALL BENDS WHERE FITDNGS ARE USED. BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED.
6. REACTION BACKING TABLE IS BASED ON _ P.S.I. AND SOIL BEARING PRESSURE
OF Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED
BY ENGINEERS.
7. ALL CONCRETE SHALL BE 2500 P.S L
8. IW AND LARGER REQUIRES SPECIFIC ANTI -THRUST DESIGN.
HORIZONTAL
THRUST BLOCKING,,
N.T.S.
10' CLASS 5 AGGREGATE BASE
1.5' WEAR COURSE
2' BASE COURSE
4
12'
P.C. CONC. • _ A . .
-UNDISTURBED SUBGRADE
STANDARD DUTY
ASPHALT PAVING
N.T.S.
HESERVED
PARKING
THIS SIGN TYPICAL
RI 3
ALL ACCESSIBLE PARKING
®
SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
VAN 12, X 6'
PARKING SPACES
CCESSIBLE
PENALTY SIGN WITH
12• X 9.
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
"U'-CHANNEL
POST (2-I1m./8.)
3
fi' PIPE BOLLARD PAINTED
o
i
TRAFFIC YELLOW. FILLED
_
-
W/CONCRETE.
PE TOP
OFOCONCRETE
I 3500 P.S.I. .
P.C. CONCRETE
a'
I
3.
A e•
i
a
i
I
I 1S'
ACCESSIBLE / VAN ACCESSIBLE
PARKING SIGN
Nrs
WEAR COURSE
10" CLASS 5
AGGREGATE BASE
225" BASE
COURSE
a �
^ P.C. LONG.
UNDISTURBED SUBGRADE
HEAVY DUTY
ASPHALT PAVING r�
OO
N T.S.
ALL SIGNS SHOULD COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S'MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES'. LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
MOUNT
SIGN
HERE
0
w
'U'-CHANNEL POST
z
w
13 LOOM)
�
z
WHEN SIGN IS
IN PAVED AREAS.
USE 4' PIPE
o
BOLLARD FlLLEO
p
W/CONCRETE -
w
AND PAINTED Q
`?
TRAFFIC YELLOW �e
'
1
SLOPE TOP
OF CONCRETE
3.500
PSI PC S ,
CONCRETE •`
3-
4 ..,.:
V-6"
SIGN BASE
2f
N.T.S.
WHITE LEGEND RED BACKGROUND
R1-1
"STOP" SIGN 1zc
x T.S.
I' V BACKFILL COMPACTED
TO 98% STD. PROCTOR
FILTER/DRAINAGE
oeo?` •eooeoee°o
op Ov 0000 FABRIC PER SITEWORK
e°°°o°e^
SPECIFICATIONS
°°eo
°e PERFORATED CORRUGATED
ePOLYETHYLENE PIPE PER
• OSEE GRADING
.loon
eo PLAN FOR PIPE FLOWUNE,
PLAN
z SIZE. LENGTH AND SLOPE.
0
SIZE. LENGTH AND SLOPE.
'Ye CLEAR STONE AS SPECIFIED
" BY STATE AND LOCAL
°°e°oe°
-
- •o° SPECIFICATIONS OR
°e°e°oe°o°onnn ee 3/4' (MIN.) PLACED IN
peoe
°°oeoeco ° o"o 0 8' LIFTS AND COMPACTED
PER SPECIFICATIONS
FRENCH DRAIN
ElNIS
1+ SECTION Y Y
x
TYPICAL PLAN VIEW LEVEL BASE FRAME
INSTALL WI GRID RUNNING 7/8" X 1-1/4" X 1/8" 010-24 EXPANSION LATEX SCREED BY
PARALLEL WITH THE BUILDING STAINLESS STEEL ANCHOR PER MFG. CONTRACTOR
WALK OFF MAT DETAIL FOR ANGLE FRAME BY CONTRACTOR
MAIN ENTRY DOORS -SEE MFG. 18 GA. S.S. PAN BY MFG. INSTALLED DRAIN - SEE
ARCHITECTURAL PLUMBING MASONRYLAG PLUMBING DRAWINGS
FOR ADDITIONAL FASTENER SECTION X-X
24" O.C. PER MFG.
INFORMATION. RECESSED WALK OFF MAT
73C
YELLOW REFLECTIVE Q��
TRAFFIC PAINT
1'-6" 1
LEFT TURN
NOTE: ALL TRAFFIC FLOW ARROWS
TO BE SOLID YELLOW REFLECTIVE
TRAFFIC PAINT PER
DIMENSIONS ABOVE.
RIGHT TURN
TRAFFIC FLOW ARROW
w
N.T.S.
e
m
USE BROOM FINISH ON SLOPING PORTION
OF RAMP WHEN LOCATED IN THE
CENTER OF CURB RETURN
LANDING
48' MIN.
STOP BAR
tit
10'
STOP BAR
N.T.S. oe
I
3'-9' FROM BUILDING FACE. 2'-0"
FROM EDGE OF PAVEMENT. OR
EDGE OF PARKING STALL (UNLESS
OTHERWISE SPECIFIED)
PRECAST CONCRETE WHEELSTOP
LENGTH PER LOCAL CODES
PAVEMENT
SURFACE
4"
I I TU 6"
I
2-#4 RODS THROUGH
WHEELSTOP & PAVEMENT,
MIN. 18'LONG
PRECAST CONCRETE
WHEEL STOP
ozA
N T.S.
CROSSWALK STRIPING
(IF SHOWN ON PLANS)
2' MIN. STRAIGHT
CURB TO EDGE
OF CROSSWALK
NOTES:
1. THE SURFACE OF RAMP SHALL HAVE A
TRANSVERSE GROOMED SURFACE TEXTURE
ROUGHER THAN THE SURROUNDING
SIDEWALK.
2. THE BOTTOM OF THE RAMP SHALL HAVE
A MAXIMUM OF A 1 /4' LIP.
3. RAMP SIDE SLOPE VARIES UNIFORMLY FROM
A MAXIMUM OF UP TO 8.33 % AT CURB TO
CONFORM WITH LONGITUOINAL SIDEWALK
SLOPE ADJACENT TO TOP OF THE RAMP.
4. CONSTRUCT PER A.D.A. STANDARDS.
W
MIN.
ROUNDED
2%MA� _E4'MIN
8,33% MAX.
SECTION A -A
WHEELCHAIR RAMP IN SIDEWALK
(TYPICAL AT EACH DRIVEWAY CURB RETURN)
ElN-S
THREADED PVC CLEANOUT PLUG -
GRADE SURFACE AWAY
FROM CLEAN OUT
ADJUSTABLE HEAD
12
NOTE: SEE APPUCABLE DETAIL
FOR BACKFILL AND BEDDING
INSTRUCTIONS.
o°
HEAVY DUTY COVER
W/ LETTERS CAST
1" IN GRASSY AREA
0" IN PAVED AREA
4' MIN. 2500 PSI P.C.
CONCRETE COLLAR
12'
II SIZE OF RISER PIPE PER LOCAL CODES
45' BEND
I CRUSHED STONE PER LOCAL CODES
.o oea
e oeo 0
Oro
a O. _ DIRECTION OF FLOW
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
FOR PIPE SIZE. TYPE. AND ELEVATION
SANITARY SEWER
CLEAN -OUT
NT S. �C
NOTE _n
1. WORDS AND ARROWS FOR DRIVEWAYS SHALL
BE APPLIED ACCORDING TO REQUIREMENTS
AS OUTLINED IN SECTION 38-M OF THE PL
MANUAL ON UNIFORM TRAFFIC CON ROL 6.5'
DEVICES FOR STREETS AND HIGHWAYS
2. THESE WORDS AND ARROWS ARE TO BE
PAINTED REFLECTIVE WHITE.
NOTES:
LOCATE AT EDGE OF PARKING SPACE UNLESS
ACCOMPANIED BY 'VAN' LETTERING
RIGHT/LEFT TURN ONLY ACCESSIBLE PARKING SYMBOL
PAVEMENT MARKING ri El
N.T.S.
N.T.S.
SIDEWALK SIDEWALK
1:12 MAY LANDING AREA 1 12 MAX
LANDING AREA ggMP RAMP LAZING AREA NOTES:
MINIM
5' 6' I SEE SITE PLAN I 6 I 5 I 1- THE SURFACE OFRAM SHALL HAVE A TRANSVERSE
CROSS SECTION GROOMED SURFACE TEXTURE
SIDEWALK ROUGHER THAN THE
SIDEWA_K RAMP rEXPANSION JOINT MATERIAL SURROUNDING SIDEWALK.
�
s
PLAN LANDING
AREA
LANDING
AREA
WHEELCHAIR RAMP IN SIDEWALK
�3Mn
N.T.S.
2. THE BOTTOM OF THE RAMP
SHALL HAVE MAXIMUM
OF A 1 /4" UP.
3. CONSTRUCT PER A.D.A.
STANDARDS.
F _ I Bt, SLOPE 2%MAX
PLAN VIEW
C:SEE SITE PLAN
NOTE: ALL SIDEWALKS WITHIN CITY RIGHT-OF-WAY D: =C
SHALL BE NON -REINFORCED. E: -Cx5
1 /2' THICKNESS PflEMOLDEO EXPANSION JOINT
FILLER SPACED rQ 25' O.C. MAX. EXTEND JOINT
FILLER FULL DEPTH OF SIDEWALK
NOTES:
4'
1. REQUIRED REINFOHCEMENI
4" AGGREGATE BASE iTYP)
WILL BE N.. 3 BARS 24' O.C.
COURSE COMPACTED TO
EACH WAY MAX. SPACING, OR
SECTION A -A 90%STD. PROCTOR (TYP)
fi x6 - W1.4 X W1.4 WWF
EXTEND 6' FROM EACH S1DE OF WALK.
2. INSTALAT W RE PROPOSED EWALKMATERIAL
SIDEWALK
AT AREAS WERE PROPOSED SIDEWALK
CONCRETE SIDEWALK
ABlJTTS EXISTING SIDEWALK, CURBS,
03D
AND OR STRUCTURE.
N.T.S.
(JOINT MAT'L. TO MEET ASTM D994 OR 01751)
m
m
>
j
NOTE GUTTER SLOPE MATCH
ADJACENT PAVEMENT.
O
O
TRAVERSE AND LONGITUDINAL.
a
m
1'
8'
•1/2' MIN. R
P.C. CONCRETE
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS. SUBBASE.
SUBGRADE AND COMPACTION
REQUIREMENTS.
TYPE
IIBII CONCRETE
INTEGRAL
CURB AND GUTTER r-1
N.I S.
i
24'
TOWARD DRIVE 7 1/2 R
Ij MP)
DRIVE
SURFACE
m
A
3500 PSI PC
CONCRETE
SECTION OF SIDEWALK
WHEN BORDERING PAVEMENT
SEE SITE PLAN
Z' SLOPE 2% MAX
(TYP)
2"
(TYP) r _F
6 3500 PSI PC
4' TY CONCRETE
(TYP)
SECTION B-B
IOTE: GUTTER SLOPE TO MATCH
ADJACENT PAVEMENT.
TRAVERSE AND LONGITUDINAL.
3, 500 P.S.I.
P.C. CONCRETE
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS. SUBBASE,
SUBGRADE AND COMPACTION
REQUIREMENTS.
TYPE "A" CONCRETE
CURB AND GUTTER
�4
N.I.S.
GROOVE IN CONCRETE BASE
BOTTOM OF GROOVE TO
MATCH PIPE INVERTS
(PROVIDE AS LARGE A
CURVE AS POSSIBLE)
A A
E AS SPECIFIED
UTIUTY PLAN
SC, 9 B
6•
TYP
GRADE LINE
}f+
GROUT FRAME TO MANHOLE
CAST IRON MANHOLE RING & COVER.
HEAVY DUTY, USE ONLY NON -VENTED COVER
22" MIN.
GRADE RINGS AS REQUIRED
PRECAST CONCRETE CONE SECTION
LADDER RUNGS
GASKET BETWEEN ALL SECTIONS
PAINT EXFERIOR OF MANHOLE WITHIN 5' OF
JOINT WITH MASTIC WATERPROOFING.
PRECAST CONCRETE SECTIONS
5' MIN.
4. p
.CONCRETE FILLET FOR
FIRE HYDRANT
AS SPECIFIED
BY CITY
6 CU. FT. GRAVEL
DRAIN -KEEP CLEAR
OFCONCRETE
8 MIL POLY-
ETHYLENE LINING
BETWEEN CONIC.
& DUCTILE IRON
(TYPICAL)
REFER TO THRUST BLOCKING
DETAIL FOR THRUST BLOCKING
REQUIREMENTS
PLAN
Bl B
1
PIPE PROTECTION
RUBBER GASKET PER MANUFACTURER'S SPECS
IN NON -SHRINKING GROUT
4
IPE SIZE (SEE UTILITY PLAN)
'
JOINT TO BE V-6' MAX.
FROM MANHOLE
?
CAST IN PLACE BASE 8 INVERT POURED
SEC A -A
MONOLITHICALLY. BASE MUST SUPPORT PIPE
m
TO FIRST JOINT
PRE -CAST
SANITARY SEWER
MANHOLE
39B
N.TS.
NOTE:
1. ALL HYDRANTS TO BE SET PLUMB W/ NOZZLE FACING
STREET UNLESS OTHERWISE SPECIFIED BY FIRE DEPARTMENT
OPROVIDE 2' DIA. X 6'
2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE
THK. CONC. COLLAR
AROUND ALL VALVE
3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND APPURTENANCES
BOXES
FINISH GRADE
VALVE BOX AS SPECIFIED
1 Y
6' M.J. GATE VALVE
W/RETAINING GLANDS
_ •. ,.
M.J. TEE
"""'•'` .....,.,, ��`. REFER TO THRUST BLOCKING
DETAIL FOR THRUST BLOCKING
FIRE HYDRANT ASSEMBLY REQUIREMENTS
36A
N.T.S. ZJ
4 .
5.0'
SECTION A - A
WELDED WIRE FABRIC 68-SO
STYLE (6'xB" GAUGE NO. 8)
2' FROM BOTTOM
3,500 P.S.I.
P.C. CONCRETE
3.0
SET FLUSH WITH THE FINISH GRADE.
SEE SPECIFICATIONS.
SECTION B - B
CURB CUT
7A
N.T.S.
NO. DATE DESCRIPTION
REV-O 8/20/2015 INITIAL CITY SUBMITTAL
6
(l1HH
GJTTFH
PAVING
28660 3/20/15 ALC SMJ CMB CMB
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
PRELIMINARY
2025 Centre Pointe Blvd., Suite 210 (651)452-B960
NOT FOR
Mendota Heights, MN 55120 (651)452-1149
CHILDRENFS LEARNING ADVENTURE
CONSTRUCTION
nso GAcP#V BOULEVARD
CMAHAS'SEN A41AWVESOTA
DETAILS I
REV DATE
320:15
SHEET NO.
C70F s
REV-0
7015 CEI
ENGINEERING ASSOCIATES.
INC.
W W
12" MIN. O.D. 12" MIN 12" MIN. O.D. 12" MIN
W W
18" MAX_ 18" MAX. 1S' MAX. 18" MAX_
12'MIN. O.D. 12°MIN 12'MIN_ O-D. 12"MIN
UNDISTURBED UNDISTURBED LI
18" MAX. 18' MAX. 18" MAX. 18" MAR
ib' SMOOTH BAR ® 2 EA. y'x Y4'
EARTH OR � EARTH OR
2' O.C. EACH WAY FLAT BAR
COMPACTED COMPACTED
UNDISTURBED UNDISTURBED
Y 9' FLAT
FILL HLL FINAL
BACKFILL
EARTH OR �� EARTH OR ��
COMPACTED COMPACTED FINAL
FILL FINAL FILL
BAR RING
BACKFILL BACKFILL
JL• SS ANCHOR BOLITS (4)
2 50 (la' "IN.) 2'
BACKFILL
67"
PIPE z
SPRING
LINE INITIAL
PIPE PIPE J[H.A
59.5'
4
2
BACKFILL
SPRING co 5 SPRING
LINE INITIAL LINE NITIAL
BACKFILL ACKFILL
A �O A
4" BEDDING 4'`BEDDING
SCR N
�L�O�O
OR
(MI4'
HAUNCHING CHING
BEDDING (MIN.). DDING (MIN),
I' TO OUTSIDE OF MH
O�/O4
4'
6' IN ROCK CUTS ROCK CUTS
FROM FLAT BAR (TYP-)
' SMOOTH BAR
2' O.C. EACH WAY
0-- O:5-0 �0
RIGID PIPE FLEXIBLE PIPE
TER E
y'x N'
0��00 00�
r� r�
°" °"
FLAT BAR RING
FUFN
N.T.S. N.T.S.
& FORCE MAIN SANITARY SEWER
JL'x 4'x 4' CLIPS
p0oo O0000�Con0oo�000000
FABRIC
av aza
�VO
NTS NTS.
Yz° SS ANCHOR BOLTS
V 6 VO��Vo
O OOOOOOO
GENERAL NOTES
Y. x 1AFLAT
W 0/55 I
BAR RING
RP -PM
PiBN
1. BEDDING SHALL BE CLASS I -A WORKED BY 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
GENERAL NOTES
HAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV -A COMPACTED TO 95%STANDARD
48
RESTORE ALL DISTURBED TOP OF GRATE = 9fi0 58
£LM6
THEN BEDDING SHALL BE CLASS 1-5 PROCTOR-
COMPACTED TO 85% STANDARD PROCTOR. (SEE
1. BEDDING SHALL BE CLASS I A WORKED BY 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
AREAS ON SLOPE WITH SILT SCREEN
959.25
FENCE. PULVERIZED TOPSOIL.
SPECIFICATIONS FOR GRADATION) 7. ALL MATERIALS ARE CLASSIFIED IN
HAND. IF GROUNDWATER IS ANTICIPATED. BE CLASS IV -A COMPACTED TO 95% STANDARD
AND STRAW FIBER BLANKET 100 YEAR/ 14' x 14'W957
---
yN/
ACCORDANCE WITH ASTM D 2321 a9.
THEN BEDDING SHALL BE CLASS I-B PROCTOR.
(SEE
AS SHOWN ON PLANS OR AS GRAI E/TOP OF WEIR = 959.10 ORIFICE
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
COMPACTED TO 85% STANDARD PROCTOR.
DIRECTED BY THE ENGINEER. 24' x 6'7-p
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS B. ALL MATERIALS SHALL BE INSTALLED IN
SPECIFICATIONS FOR GRADATION) 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
ORIFICE0
-----
I -A OR CLASS I-B OR CLASS 11 COMPACTED TO MAXIMUM 8' LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 2321, LATEST EDITION.
5" MIN.85%
PROCTOR. WITHASTMD698. CLASSIIIANDIV-A
NEAR
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN
pEWEIRe"
Ev
MATERIALS SHALL BE COMPACTED
3. INITIAL BACKFILL SHALL BE CLASS I -A OPTIMUM MOISTURE CONTENT.
I -A OR CLASS I-B OR CLASS II COMPACTED TO MAXIMUM 8' LOOSE LIFTS IN ACCORDANCEWORKED
�`
NWL: 956.00
�( FLTFR
Lz_--.{.�5o
BY HAND. OR CLASS I-B OR CLASS 11
COMPACTED TO 85% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE
85% PROCTOR. WITHASTMD698_ CLASSIIIANDIV-A
MATERIALS SHALL BE COMPACTED NEAR
,24.OUTLETPIPE
WEIR SECTION
Oo mN.)-�I�x' F�
FREE OF DEBRIS. ORGANICS AND ROCKS
3. INITIAL BACKFILL SHALL BE CLASS I -A OPTIMUM MOISTURE CONTENT.
POND
4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3'.
WORKED BY HAND, OR CLASS I-B OR CLASS II
OUTLET PIPE
CAN BE CLASS III COMPAOI ED 10 90%
COMPACTED TO 85% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE
12„ INLET PIPE INV:956.00
NOTE;
STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED.
FREE OF DEBRIS. ORGANICS AND ROCKS
SECTION
FI90D III FABRIC OR FOWL
SHORED, SHEETED, BRACED, OR OTHERWISE
4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3".
INV: 953,00 INLET
5. FINAL BACKFILL SHALL BE CLASS 1, If. OR SUPPORTED IN COMPLIANCE WITH OSHA
CAN BE CLASS III COMPACTED TO 90%
INV:955.00 BOTTOM
III COMPACTED AS NOTED IN NOTES 3. AND T REGULATIONS AND LOCAL ORDINANCES. (SEE
STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
INV:953.00
SPECIFICATIONS)
SHORED, SHEETED, BRACED, OR OTHERWISE
5. FINAL BACKFILL SHALL BE CLASS I, II, OR SUPPORTED IN COMPUANCE WITH OSHA
III COMPACTED AS NOTED IN NOTES 3. AND 4 REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
STORM SEWER
OUTLET CONTROL
RIP -RAP PAD r-I
TRENCH AND BEDDING-
SANITARY SEWER AND WATER LINE
STRUCTURE
N.T.S.TRENCHING
AND BEDDING
13A
N.T S.
N.T.S.
N.T.S.
slab opening for casting
Op,
as specified.
10
FgOS (iOPO o oO Mi
N
°Oy�O °
JO ° O
9J0 Q
Dimension from back of curb
t0 center of
a ADHESIVE •a
O ° O� ° O��O
O�oO o�o60-0.W-06�p
/
9p
4 Dla. MH 9' In from Back of Curb
/ 5 Die. MH 3'In from Back of Curb
20" 20118
8
O 00000
°W- dJ0- 50- °CJ"� a 0 °
6 DIe. MH - 3' behind Sack °f Curb
THIS SIDE OF
1 Dr oO o O oO o 15'
° 00�� orn °�
7 DIa. MH - 9° behindall, Back of Curb
THE D E SHOULD BE
Z THE
�
V"p °WO oWO.60_ °rnO
8 DIa. MH - 15' behind Back of Curb
ARBON /�
T
FOLDED UNDER THE DIKE
FOLDED
O
WMINIMUM ° � 6prnoO�D°
SECTION AND GLUED DOWN
• a S S
L CJ"- (J�-
A
�O�O�O�
O O-rn O�M° O�rn°
NEENAH N3061, TYPE "V" GRATE
A A
�pWo� M60- p(J"-
2'-3' STONE p(J�' O
and adjustment rings as specified.
) •.
20,
OADHESIVE
PLAN
xyJ�
GEOTEXTILE UNDERLINER ��\
6° precast concrete slab.
4
ry��'
mreinforcedmanhole, anB pragaa,
For 6'
_
TEMPORARY STONE
regirenhgla,
6. slab 1s required.
s
CONSTRUCTION DIKE SECTION
Varies
AREA
F-0 MOUND LAST 2 FEET
(ELEVATION -SEE PLAN) 10 I 'S
NCE
CONSTRUCTION ENIELTop
of barrel section under too slab
5r 15' OF RIP RAP 1 FOOT DEEP
- CE
to have flat top edge sealed with
��ii------JIJI (EOF-SEE PUN) _ (TOP OF RIP RAP SWILL BE
J�
N. LS.
2 beads of Ramnek or equal.
LOWER 1WW OVERFLOW ELEVATION)
All joints In manhole to have
ADHESIVES:
4'-0' Typ_ '0' ring rubber gaskets.
CONCRETE PAVEMENT USE LIQUID NAIL OR APPROVED EQUAL ADHESIVE SHALL BE PLACED WHERE THE UNITS
CO
ASPHALT PAVEMENT USE EMULSIFIED ASPHALT. OVERLAP AND A YO• STRIP ALONG BOTH EDGES.
FXTDID FABRIC 1 FOOT GEOTEXTILE
Precast concrete section
BEYOND LIMITS OF GEOTEXTILE FABRIC
RIP RAP WITH MINIMUM FABRIC PLACE RIP RAP ON
Doghouses shell be grouted on both
1 FOOT OF COVER (IYP.) PLACE RIP RAP ON 6 INCHES OF 2 INCH DOEND FABRIC 1 FOOT
in 6' the outside and inside.
SILT DIKE ADHESIVE
INCHES OF 2 INCH ROCK BEDDING OVER BEYOND LIMITS OF
ROCK BEDDING OVER GEOTE)MLE FABRIC RIP RAP WITH MINIMUM
ROCK
Manhole steps. Neenah R1981J or
FLOW _ EXISTING CONCRETE OR
GEOTEXTLE FABRIC CL II RIP RAP 1 FOOT OF COVER
equal. 16" u.c.
ASPHALT PAVEMENT
ADHESIVE
CL I RIP RAP
'WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,
_
10, MqX C C MAX. 6' MESH SPACING)
No black structures are allowed.
SECTION A -A SECTION B-B
-Mil I I I 1 I I I 1=1 I II I 1 I 1 I 1-1 11 I 1=1 I I I I I I I I III -I I I
III III III III=III III -III III III=III III III=III III=III III-III-
1p,
C-C
< Minimum slab thlckness.6'for14'
tlep[h. Increase thickness 1' for
-III
DETAILA-A
RIP -RAP OVERFLOW PAD
73B
each 4of depth greater than 14',
N: LS.
MIN. FENCE POSTS.
DRIVEN MIN. 18" INTO
ECTI VI and reinforce with 6 x6 , Oil D mesh.
SECTION
SILT DIKE
GROUND.
�YOL7
Grout bottom
(ON EXISTING PAVEMENT)
SD
N.I S.
'
CURB INLET
COMPACTED BACKFILL FILTER FABRIC
T
OVER WIRE FENCE
N.T.S.
V x 2" STAKE
/ LANE
GP`QUNO
FLOW
WOVEN WIRE FENCE
WITH SILT FENCE
PLOW
MATERIAL COVER
ELEVATION
EXTEND WIRE FENCE
MIN. OF 3" IN GROUND
EXTEND SILT FENCE
\II
NO. DATE DESCRIPTION
_
MATERIAL MIN. •.•,
1'-0° INTO GROUND III
U
REV-0 3/20/2015 INITIAL CITY SUBMITTAL
WOVEN WIRE FENCE (MIN. 141/2 GAUGE.
f-MAX. 6' MESH SPACING) WITH FILTER CLOTH COVER
�
CURB
OPENING
POSTS: STEEL EITHER T OR U TYPE OR 2'x2' HARDWOOD
GRATE (�1 _
�
T. I CIS I
STRAPS
FENCE: WOVEN WIRE, 14 112 GA. 6" MAX. MESH OPENING
I
`�1
FILTER FABRIC:
L �5' MIN_
Jam` �`` CURB, I• I
`q
1 t
- L MIRAFI 14ON5
TI�' ATTACH THE WOVEN WIRE
FILTER
1 2' X 4" WOOD FRAME FENCE 10 EACH POST WITH
1
COMPACTED 2. PHILLIPS 66 SUPAC 4NP
AND CROSS BRACING THREE WIRE TIES OR OTHER
REINFORCED (�
BACKFILL GROUND LINE
3. DUPONT TYPAR 3341
15• FASTENERS (SEE NOTE 1)
CORNERS
FLOW
MIN.
4. OR APPROVED EQUAL
•
MAX.
�� - SILT FENCE MATERIAL TO
\,�\\�\\�\\�\\\//\/
HE HAS I SECURELY O
1
EXTEND WIRE FENCE A \� /,\��\\��\\��\\�/
i�\ \\�\�
WOVEN WIRED I,NCE WI rH
THREE TIES SPACED AT 30"
DROP INLET 3' MIN.
1
28660 312W 15 ALC SMJ CMB CMB
MIN, OF 2' INTO TRENCH
ON CENTER (SEE NOTE I)
WITH GRATE �\
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
\
/ \
/
,•
RMCH
EMBEDDED FILTER FABRIC / /\�%
MIN. 8' INTO GROUND �\
SECURELY FASTEN OVERLAPPING
DUMPING
IBTR.v+s
Engineering Associates, Inc.
ENDS OF SILT FENCE MATERIAL TO 5'MIN_
C,RO�S5 -cL T� ION
ADJACENT STAKES WITH THREE WIRE OVERLAP
TIES OR OTHER FASTENERS
ENGINEERS PLANNERS SURVEYORS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.
LANDSCAPE ARCHITECTS ENVIRONMENTAL SCIENTISTS
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY
24' AT TOP AND MID SECTION.
I. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 309
PRELIMINARY
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
WITH THREE WNE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8' OF THE FABRIC ATTACH EACH TIE
2025 Centre Pointe Blvd., Suite 210 (651)452-8960
BY 6' AND FOLDED.
DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST V VERTICALLY APART.
Mendota liClptlt8, MN 55120 (551)452-i 149
1
4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL
2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER. THEY SHALL BE OVERLAPPED ACROSS TWO POSTS.
t
1
SHALL BE REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE.
AS NOTED IN THE SWPPR DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED
3. MAINTENANCE SHALL BE F THE FABRIC.
ONE-HALF 1HE HEIGH I OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY 10 PREVENT
TEMPORARY DANDY BAG
F
NOT FOR CHIL DREN S LEARNING ADVENTURE
j
ACCUMULATED SEDIMENTS FROM REACHING ONE HALF THE HEIGHT OF THE SIFT FENCE MATERIAL BEING ABOVE GRADE
4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.
/"� �
INLET PROTECTION
IV P9
CONS TRUC TION
E��/�A/���/'�
j
POSTS: 2 x 4 WOODEN STAKE
WOVEN
FENCE: WOVEN WIRE, Ga.,
SILT FENCE
N.T.S.
/�M_/n,/� �'�'y��yPW
CHAMHAi 30TA
6"MA%_ OPENING
OPENNG
i
TEMPORARY SILT FENCE
INLET PROTECTION FABRIC: IN ACCORDANCE WITH ASTM
REV DATE SHEET NO.
or
D6461,LATEST EDITION
IP6
DETAILS ll
3EV
NTs
rvrs
ceDF s
t
REV-0
0
)
„9✓..//„'sG'�°�M///%/,,. _, ,,, 'naf,-Wi"///,'N'/,' _N6,. ..Y'44/Si/H"o3N/6Pfl'9'%6:'4/” ///H/9/////X///M /o,3t�`k::�:�:::::�H.�d4P.0 '/�F"/�/„/„ „f„ 2:::'s'ff'�'4"5'Y,hNfr`YWH//
4
PL C L P � � c
w �O 3 a 3 />
1
_ 18' to -ace €8' to Face xa
r .._ .._q�. ...... _..._..—. .. 4�. 1 (l V J FT4 K iU F. m
_ m ti
} V d } 9 ✓ 6
VARIABLE I _` c _R r i:a
UJ ad ,""
cf�- —
�(j (,,, �y m I ^.
sXPiklr f..t �d''`Se to l3'�' 1> L , Cj f f'g v a " i � , �
Ab�?ae Edge of Gutter
i / I Y`9
n
} ` p 4` d J W3 S 6 J A _
� cf .✓` ;i �yam �g a
`� a ffi
J
MINIMUM 11' 12' i VARIES 1 yt — _— iiR
i O
� 1 � d w oc
.a. 1..2 1a ; ' a ox y# s " i' �g
y 1 D.' 4,s TallSeed N
d Y C Mulch or
Tii Li VI d, { - 2"-MNDOT 235 SPiNEB440B??r
4 Rdc¢"oFxi 'uzq��im Q u 6M1 L f L c x, �ro a >rSF
WARD ROADWAY U � ma
iw
tywY3 Q F1T/O
2" PER FT, $L„7l a"
ni
v3 VYV JlU2Y NINDry
TTT •4l `� V c ilf U`C 2s 2G v3 rJ 7 K ._.4
360
CURB, I ? 3 I f I
» 60
2360
j
2 1 2-MNIDOT 23 � .}P'NNf33QY� r(�h
i
Z , /
r, TOPSOiL TYPICAL K w _
- - 12` Class 5 Aggregate Bose t ® © ® I._.'is r' rI/
I 24 MNDOT 31 9,2B Select \ ® J© z y
I " MNi?Qfi 2360 SPWE83408 ` / h
3 r Granular Borrow (*See [Nate 7�. nvears a�eu,��nm � � © jlh O ,�'!/ i mac=
6" CLASS 5 BASE s
Tack Coat 2357 a"off
COMPACTED SUBGRADE - Tack Coat - 2357 d £' ` ;�� g ';
s
PER SOIL ENGINEER G s R
A
� 1
O Et'1, NY 3 2(GG N O
4, O'er R tt
'-----Jii aQ
1_ M n rnum Right- ...Of -Way Required - 6Q . - ; I � ICI 1.i ', ti €
NOTES: 2. Max€mum street grade 7.0%. C o i ' y ; c I snit c
1. SHOULDERS TO BE BACKFILLEQ AND RESTORED WITH 3" OF TOPSOIL AND 3. Minimum street ynra ie 0;75%. ,_ ` a �� -u y
V ' LTATEQ WITH SOD OR SLED 4. 4•G cpsvll placed in disturbed arecs. N _ } r f w g
=�
RE— u V nv` r MULCH.
5. 2 Rolls sod behind curb: �= m �. � I `� �I � ,
1 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2_ YEAR 100% MAINTENANCE �--_-ai
6. The bituminous wearing surface shall be paced the next construction.� F
BOND UPON CITY ACCEPTANCE.
season fallowing placement of th,n bituminous base.
3. TH1S DETAIL / SPECIFICATIONS ARE IAINIMUMN REQUIREMENTS, ADDITIONAL DESIGN 7, A test roll of the prepared sub -rode Shah be performed by the owner
MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. a,
in the presence of a city irs,a c o° he city has the authority to require
4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTEQ ON UNSUITABLE SOILS. NO WASTE additional subgrade correction. based on h.e :est .soil.
, rrr L. b AkIIP3'�
MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. " .
_ SP r'a.3F .aJ.
.... :, ixttiiv%i"..,.Wl9Y
Jim
YPit_
Pedestrain Curb Ramps
w 0 tt�SSt�, /1�
Cfff OF
70A `✓ O I V' / � I� U 708
N'ERC, AL � �TRI�L
y;T Page 2 of 5 7oc
r, STREETS SECTION
REVISED: 4-14 PLATE NO.: REVISED: 3--14 PLATE NO.:
f- ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 5215A
FILE NAME: G: \ENG\SPECS\5201 1 5201 FILE NAME.Gc\FNG\SPECS\5215A
MIS
6" Distance to l'arioble HYDRANTS SHALL BE CL CVV MEDALLION OR
WATEROUS WB-57-250
3"r Tap B' lnous Material %
lope
( L HYDRANTS MUST BE APPROVED BY CITY
N O V4 e ft / EXISTING BITUMIOUS SURFACE
_ y
� O p
p N
THE HYDRANT MARKER SHALL BE A SPRING MOUNTED
FIBERGLASS ROD 5' N OVERALL LENGTH, FOR SIDE
8" 18" MnDOT B INSTAL MAGNEr=D MOUN t•<PPLIrp„€u USING RED & to lTr REFLECTIVE
Concrete Curb a Gutter SAWCUT ALL BITUMINOUS RACER BOX (SNAKE TAPE WRAPPING OVER. HE mt� l _ENGTtt 0F THE
EDGES. (TYP.} PM AS NEEDED PER ROD.
DETAILS EXISTING OR FUT'URE--
� �� j�� . ��v ��� — � *550,5501,55G2 — CURB OR GU" -ER LINE
6 Distance to variable
HYDRANT
r
a a a a3 F * `
;ToP Bituminous Material
E
VALVE BOA STREET
sfoeL2" MNDOT 2364 SPWE84A083o 3/4 peTACK COAT 2357 2 �
µ ;+ Concrete Curb and Gutter 4 M v. ;N
-mi l t 21%" MNDOT 2360 SPNWB330B
2
NOTE: 12" MIN, GLASS 5, 1007. CRUSHED AGGREGATE SASE. � 1/2" ' 2`
— For Use Only with Private Dr' eways i
t narking Lots; or Median 32AivT SHOE AND
L AS RE*'4.R--fl C,
BARREL SHA_L BE < >
o PLASTIC WRAPPED TYPICAL
3 PEP SECTION 2.03a. � z
U
�Tooptuminous Material
I ti,
g 1
Na. DATE DESCR PTION
REV-0 3/20/2015 INITIALCITYSUBMITTAL
„ a �... 5_CL�52 DIP ry .L 2...•.iD!'.. i I
1 _ ° ° PATCHING NOTES: '�--r '
w..
0 17 1 %2 10 1,/2" Surmountable 1 SAW CUT ALL EDGES, REMOVE BITUMINOUS PATt;H AREA AND ENOUGH .�`�,
Concrete Curb and ter CLASS 5 MATERIAL TO ACCOMMODATE A 4.5 BITUMINOUS PATCH. CUBIC YARD O ....- �� GATE VALV To
0 1 1/2" CLEAR ROCK WITH ADAPTER
28" 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING.
AND 2 LAYERS OF
0 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE ROLYE HYLENE 14 VM0 18"X18"X5" SOLID CONCRETE BLOCK,
4„ COURSE MATERIAL.
a 1 1/8"r 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. NOTES:
m 1, ALL HYDRANTS SHALL HAVE WEEP HOLES:
5. ALLOW BASE COURSE TO FULLY COOL BEFORE PACING WEAR COURSE. 2. MINIMUM 7,5' COVER OVER MAIN. gesso 3/20/15 ALC sMJ cMs CMB
6, ROLL PATH FROM EDGES TO CENTER. REMOVE C1R ADD MATERIAL 3, ALL PAINTED SURFACES SHA BE SUBJECT TO TWO YEAR WARRENTY PERIOD CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
o AS NOTED IN SECTION 2.09 r fH_ `NATERMA,N SPECIFICATONS.
a ituminous y DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT ,MARKER.
Surface SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO 5. ALL JOINTS SHALL 8E RESTRAINS" V ; MEGA LUGS MECHANICAL JOINT RESTRAINT. Engineering Associates, Inc.
m;nous Curb E. A L f�RANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLC`IIII TO BE 2„ y
5 5" S ormed APPROVAL PER FOOT OF HYDRANT. ENGINEERS PLANNERS SURVEYORS
30 7, MNDOT 2360-ORDINARY COMPACTION METHOD REQUIRED. �T. HYDRANT TO BE SECURELY COVERED WITH PLASTIC 1ARAP OR 'BAG, 0 :ND?4 . - :HAT IT LANDSCAPE ARCHITECTS •ENVIRONMENTAL SCIEN11S75
I SERVICE. PRELIMINARY
-✓srmmmraa/mrmriau ✓ sfin¢casaHoiaaeire�m. rn x -' Hcs' in 2025 Centre Pointe Blvd-, Suite 210 (650452-8960
a RELIMINAR
7
r
TYPICAL CURB' i NOT FOR Mendota Heights, MN 55120 (657)452-1149
T r-
�o 700 . zF / 3 / 7aE { fife 5A CHILDREN S LEARNING ADVENTURE
3 van A , la
AND GUTTER � � �„ // 4'W
o � �i�r , � �6; : � - - - � � � I �� l_ � F�L�.� CONSTRUCTION nso �ecPav BOIULEVAf�D
0
CHANHASSEN ANNVNESOTA
REV DATE SHEET NO.ATE NO,: 3-10 `3/2/75ENGINEERING DEPARTMENT 5203 `Nv,EcRIN D ARTMENT 1001 DETAILS CSoF s
o FlLE N/AlE G: G ECS 5203
m FILE P AME. G: ENG SPECS lOQ4 REV
r
2015 CEI ENpNEEMNG ASSOpA1E$ INC.
rz
APPROXIMATE LIMITS OF EXISTING TREE CANOPY
♦,,rrr,
�J
0
0
' �✓ V V �s 7
APPROXIMATE LIMITS OF EXISTING TREE CANOPY
1
\
/
I
I
I
I,
APPROXIMATE LIMITS OF EXISTING TREE CANOPY 1
I
• r 1� ♦ i
I •
yy
---•.- ti, 16" ° 1 �_ ° I � � °fib °1 � ♦♦ i. 1
► b So
° I, 11 rl 11
16
,I .. , \
O
A
A66
N
0 30, 45' 60'
SCALE IN FEET
TREE CANOPY CALCULATIONS
TOTAL SITE SF
EXISTING CANOPY SF
PERCENT OF EXISTING
REQUIRED MINIMUM
CANOPY COVERAGE
COVERAGE
342,746 SF
72,045 SF
21%
14% (47,984 SF)
PROPOSED CANOPY COVERAGE = 13,230 SF (3%) OF EXISTING CANOPY PRESERVED +
43,560 SF (40) OVERSTORY TREES AND 11,979 SF (11) EVERGREEN TREES =
68,769 SF (20%) OF CANOPY COVERAGE PROVIDED
NOTE: REFER TO CIVIL SHEETS FOR TREE PROTECTION NOTES AND DETAILS
LANDSCAPE ARCHITECT
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
am a duly licensed Landscape Architect under the laws
of the State of Minnesota.
Print Name: Richard W. Rogers
Signature:"`""``'
Date: 3/1912015 License # 40649
3/20/2015 FIRST CITY SUBMITTAL
NO. DATE DESCRIPTION
REVISIONS
PROJ#28660 1 3118115 1 OPOR I MAP MMP
t Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
3030 LBJ Freeway, Suite 100 (972)488-3737
—�� Dallas, TX 75234 FAX (972)488-6732
CHILDREN/S LEARNING ADVENTUR
%ALPIN EL VD d HIGHWAY 5
CHANHASSEN MINNES®TA
REV DATE I SHEET NO.
TRUNK HIGHWAY 5 TREESURVEY 3120115 6.0
REV-0
m
0
a
R
• F � �\•,r•�{1�•y.G�i�'11 �•�� �•�•�`�•�•�•�•���•� ���i��•i!•�;)�•i����•UA�,�►•�it�•r�L`!�•ii���lt•Q`vr�� .r .,,
,` • `' � s�� • • • I` • '����� •�• • � • • • • � 9 i • �! t•�i•O)��c••4i,`•�•ii��\3•ti•NN'•••,C•:�i•••i`••,N•••���r"��a
•••N/!�i►'GI;>!"d'*•••�!'�\i!�►�•:�i ��'1•���••••�,""�!i•i••=•••!•••r•••••••`Z•CidC•:y'M••••A?`•••�i•�•CAiC•A�'is'•,��!••••••�
. • .••••�;ac,�•.�� �`Ilt�••••w!.• �`���•�.��•2•G•iC•i�d•••••••••••••••••••••••••••A.SIY �NyivA�l.-+C•,•••••••••••��•�i%,��r�•�•� • � •
� . • /�ih•••�1��>•ii►�1'!i►ia►••••Ae _•i•I►�•ri••••••••ry•••••••••••••••••••••••••.1•V►,NAbN�•.cii•O••G*G❖•••••••���.����• , . • •
° •� • • • � �.����;�•1 �/A�•��,1st;��l�:r�i�•�!� •�•�•�•�•�•�•�•�•�•�•�•�•�•C•S•�•C•�•�•�rl`Q►�•�� Its•�NN•�•�•�•�•�•�•���•�i�G����i �ie� � �
u • , , • /.. •� �I,<<,•yfl�f��••.�N,�,y•i••••••••,••••••••••,yC•i•�j]•C•G!••C�i•••••••••••ilr••G•,!� /� �i �:, • • • • • • • • • • • ►•• ►;� I � � � � • • - • • • .
• • r • • • i`►••f�i••d�'+�A�U�>1�•�r�•�•�•�•��j�j ••GI+G�ip•��•••••�•�•�•�!�•�•�•�•H•�•�•�•w��•`� ���Qa��•-���������������� 1p�`�•�.1
•• �,��•�'•i'nwoi+•i�i••A•••�'�•ea!:••�i-•••N••••••••••••••A••••i�i•i•••••••••••s•��41
••rei•ed���•�•�•i�•iiieiniiiii•••iiii•iiiiiiiiiis•�•iiiHiiii�=�'r�•miiiiiiiioii•• -.. �-
•� .i��•a•V�9N"����•�� ��A��•0��������Q•�•���•���•���Z�•0���-0����r�•�NY�����ir•••••.��,W:�,.:_� •.
• ✓-� •••f!►IN ��1 lW dG• ••1 • ••U•••••••i►•A `U• • ai.iM Y•f'•-, •• r •• • ••-r •
• • • . .,�,'a�,"•••••1a1'A•ifA�1•••o••V••!A!•S►A!••n!•!•••••••••!•••••!•••••!•!•••!•!•••••Q•!•!•!q!•!•••!•U,A•!!1•M:•�•••••••••!•!•=•O•,C�2••A �;� • - •. -
• � 1.; � • �' G•N••d••!•�'!•0•••••w•� •••A•••A••••••••••AU••••••••�•••••••••••••••N:^•••••••••••••• �ACi•• ••••• • ••• ••IS O`••••rG•••• -
, '. � � \ f•�:S��y�►�•�n�•H•�A�•v�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•9a^.�•�•�•�•�•�•�•�•�6�•�•�•�•�•�•�•�I1�•,'•rii•'11��•�•�•�•�i� •`' !�
.' , ��'�; .�� \,•�i���•b•�•�•�•�•�•�•�•�•�•�•�•�•�•�U�•�•�•�•�•�•�•�•�•�N�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�!�•A•�•�Ii• h �IIIh���llll
A•i••A•!•!•w•!•••!•!••C•• /�A�• • !N• • • • • ! •KNA292 • • •�•�•�•�!�•�•�!�•�•�•�•�•�•�•�• •��i•�•�• f;< �� F� ��1
• • 1 I ,r 1111 �w/O�•�•�•�•�w�•�`w1�•�A�i�•tl•�!�•�•'••)•�•••�•�•(•i7�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�••••••••••• � C�y�����j: ����,� ,• • • ■
•ti wA����•,�lAr=�:�•=�u�,•�• ��N�•�•���b�•�•�����I►�����•�•�����•�•��A��•�•�����•�•�����•�I ��'�'euiI i • •
.I�' % !••Sri-��'!••-•••••••••••••••••••• � � ,.�''•,, •
r. ICI A I.4•• ♦... •.�.. �� ��/)rl!
•• .��. . /��� 7�►ii4i3 iiii � - - ---------------------- ae �� � • • ■
MURK
N .14• /\ ��� ■
---- ��'•� l �� �I
„'pk,k.Vap1. ,..>.o�.
.Ins;, , ,.; 1z�.�.•: m ❖.00' %� _ �� �� •�
�► fir' 'r... ..... _
o
\€, • •..• ♦URT FENCE
•••.ram •
•. .l .n • OOiO� A•OO:r�I ,.
A,..•,Il' l Q► A••c0•i Dii�i•, IIi '1a. % IIETAL PLAYGROUND FENCE141�,� r •' y� ,, i.• iiA�
• : ``r'`f11�,1� 1�,►{��.�.�I �l��.�.�1��/���1� , —RUBBER• e•L�ri+ • :"t ;, le �.
/di\. ,�� •.4.4.P4/.�l•4.❖.� �ISAFETY SURFACEI FALL SAFETY SURFACE
:yam
MF
It
WRI
• �►II Fi M i '�' �1❖iO/Oi ri0•.�i' N 11 I •�
•1 ,�1 I� �1 riii/►•iri�i�i4i• { / I a t,
RUBBER FALL
mom • •
SAFETY SURFACE
DVE
GATE 032
URE
ART WALL
77
L
PLAYGROUND FENCE
Ink (&ATE
WA
AM
Fir
�_ di • i �}CF � � •L
of 0 PAP
ICA
�lwmv'it Q-na !P�\Cmftm=m��m Ill
m AT
m,r®�t!�:.��i-_ � ra a`�•N;�,�1�• �_�.��-� _•1�:.Irn �_�_ __ _ � • r • I c? _ �c --�"i�;' �. �' � ii / - - • • • - • • ' • •
I
pervision and that I
tct under the laws
gers
y
• • , • � • - • .fir
SCAPE SCHEDULE (TREES)
E TREES
COMMON NAME
BOTANICAL NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
SWAMP WHITE OAK
B&B
3" CALIPER
SEE PLAN
QUERCUS BICOLOR
CHINESE ELM
B&B
3• CALIPER
SEE PLAN
ULMUS PARVIFOLIA
AUTUMN BLAZE MAPLE
Bd8
3" CALIPER
SEE PLAN
Acer x freemant 'Jeffersred'
MARMO FREEMAN MAPLE
Bd6
3" CALIPER
SEE PLAN
Acer x freemanil 'Marmo'
NORWAY SPRUCE
3" CALIPER
Picea abies
B&B
7' HEIGHT
SEE PLAN
MENTAL TREES
COMMON NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
BOTANICAL NAME
AUTUMN BRILLIANCE
SERVICEBERRY
BaB
2" CALIPER
SEE PLAN
AMELANCHIER X GRANDIFLORA
'AUTUMN BRILLIANCE'
PRAIRIE GOLD ASPEN
B&B
2' CALIPER
SEE PLAN
POPULAS TREMULOIDES 'NE ARB'
FLOWERING CRABAPPLE
BRANDYWINE
B88
2" CALIPER
SEE PLAN
MALUS 'BRANZAM'
SUN VALLEY MAPLE
gg6
2' CALIPER
SEE PLAN
ACER RUBRUM 'SUN VALLEY'
3/20'2015 FIRST CITY SUBMITTAL
DATE DESCRIPTION
REVISIONS
PROD/28660 3119115 DPOR MAP Mill MMP
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
3030 LBJ Freeway, Suite 100 (972)488-3737
allas, TX 75234 FAX (972)488-6732
DHILDREN'S LEARNING ADVENTURE
GALPIN SLVD 4 HIGHWAY 5
CHANHASSEN MINNESOTA
REV DATE I SHEET N0.
LANDSCAPE PLAN 3/20115 6.1
REV-0
2015 CE7 ENQ'NEERING ASSOCUTES INC.
ol
.01
141 / J
74
�• •� r
Rww
I
I
I
I
l
321 LEE
I ..-,.t ■
LDn 9S
n M`4
nHN
33, 032 SF
FIFE 966.75
LEGEND
— — — — —
SHADE STRUCTURE
— - - - - —
PLAYGROUND EQUIPMENT FALL ZONE
6" CONCRETE HEADER
24" CONCRETE HEADER
..............
4' AGE SEPARATING FENCE
— — — —
12' TENNIS COURT FENCE
I11;(I,
STAMPED CONCRETE BOARDWALK
COLORED CONCRETE
SYNTHETIC TURF
GENERAL NOTES
1. REFER TO SHEET L1 FOR NOTES.
DETAIL ❑
50B SHRUB PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5309 ON SHEET L6.4
50Q STEEL EDGING
LANDSCAPE SCHEDULE (SHRUBS)
QTY.
COMMON NAME
BOTANICAL NAME
Q
264
ALPINE CURRANT
'GREEN
CONT.
RISES ALPINUM MOUND'
152
FRAGRANT SUMAC
CONT.
RHUS AROMATICA 'GRO-LOW'
ice!
212
CAMPACK INKBERRY HOLLY
CONT.
V
ILEX GLABRA 'COMPACTA'
EULALIA GRASS
249
MISCANTHUS SINENSIS
CONT.
'SARABANDE'
111
RED TWIG DOGWOOD
CONT.
CORNUS SERICEA 'ALLEMANS'
O
281
SNOWMOUND SPIREA
'SNOWMOUND'
CONT.
SPIRAEA NIPPONICA
O
101
WINTERBERRY
'NANA'
CONT.
ILEX VERTICILLATA
230
CAMPACK INKBERRY HOLLY
'COMPACTA'
CONT.
ILEX GLABRA
329
HAPPY RETURNS DAYLILY
CONT.
O
HEMEROCALLIS 'HAPPY RETURNS'
PURPLE CONEFLOWER
194
ECHINACEA PURPUREA 'KIM's
CONT.
KNEE HIGH'
0°052°0
SEASONAL COLOR
4�
N
0 2030' 40'
SCALE IN FEET
Know what's below.
Call before you dig.
REFER TO SHEET L6.1 FOR TREE PLANTING
ROOT SIZE/HT. AT PLANTING
5 GAL. 36" O.C.
5 GAL. 36" O.C.
5 GAL. 36' O.C.
3 GAL. I SEE PLAN
5 GAL.
SEE PLAN
5 GAL.
36' O.C.
5 GAL.
36" O.C.
5 GAL.
36" O.C.
I GAL. I I8" O.C.
I GAL. 118" O.C.
SPACING
NOTES
LANDSCAPE REQUIREMENTS
AREA
REQUIREMENT
REQUIRED
PROVIDED
OVERALL
BUILDING FOUNDATION PLANTING AND DUMPSTER SCREENING
YES
REQUIRED
8 SF OF LANDSCAPE AREA PER 100 SF OF VEHICULAR USE
62,088 SF OF VEHICULAR USE • .08 -
5,016 SF OF PARKING LOT LANDSCAPE
AREA
4.967 SF REQUIRED
PROVIDED
PARKING LOT
1 TREE PER 250 SF OF REQUIRED PARKING LANDSCAPE AREA
4,967 SF/250 = 20 TREES REQUIRED
20 TREES PROVIDED
BUFFER YARD TYPE B PLANT UNIT = 2 CANOPY TREES. 4
UNDERSTORY TREES AND 6 SHRUBS PER 100 LF
87TH STREET BUFFER YARD TYPE B 30' WIDTH = .4 PLANT
UNITS REQUIRED (1 LARGE TREES, 2 UNDERSTORY TREES AND
11 LARGE TREES, 22 SMALL TREES AND
11 LARGE TREES, 24 SMALL TREES AND 22
2 SHRUBS PER 100 LF) * 1103 LF
22 SHRUBS
SHRUBS PROVIDED
LANDSCAPE
BUFFER
HIGHWAY 5 BUFFER YARD TYPE B 30' WIDTH = . UNITS PLANT UN
REQUIRED (1 LARGE TREES. 2 UNDERSTORY TREES AND 2
5 LARGE TREES, 10 SMALL TREES AND
6 LARGE TREES, 10 SMALL TREES AND 10
SHRUBS PER 100 LF) * 1103 LF
10 SHRUBS
SHRUBS PROVIDED
GILPIN BLVDBUFFER YARD TYPE B 20' WIDTH - .8 PLANT UNITS
REQUIRED (2 LARGE TREES, 3 UNDERSTORY TREES AND 5
14 LARGE TREES, 21 SMALL TREES AND
14 LARGE TREES, 21 SMALL TREES AND 35
SHRUBS PER 100 LF) + 1103 LF
35 SHRUBS
SHRUBS PROVIDED
EX. TREE CANOPY PRESERVED = 13,230 SF
REQUIRED
TOTAL SITE AREA - 342.746 SF
OVERSTORY TREES PROVIDED = 40(43.560 SO
TREE CANOPY
14% OF SITE MUST HAVE TREE CANOPY COVERAGE
TREE CANOPY REQUIRED = 47,984 SF
EVERGREEN TREES PROVIDED = 1101,979 SF)
COVERAGE
(14%)
TOTAL CANOPY COVER PROVIDED =
68,769 SF (20%)
NOTE TO CONTRACTOR:
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
CONTRACTOR IS TO SEE DETAILS, MANUFACTURE SPECIFICATIONS AND
HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT.
CONTRACTOR TO CONFIRM LAYOUT OF BUILDING AS IT WAS INTENDED
PRIOR TO COMMENCEMENT OF PLAYGROUND LAYOUT. IF DISCREPANCIES
OCCUR, CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO
PLAYGROUND LAYOUT.
LANDSCAPE ARCHITECT
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
am a duly licensed Landscape Architect under the laws
of the State of Minnesota.
Print Name:
Signature:
Date: 3/19/2015
Richard W. Rogers
License #
3/20/2015 1 FIRST CITY SUBMITTAL
NO. DATE I DESCRIPTION
REVISIONS
PROJ#28660 1 3119115 1 DPOR I MAP I MMP I MMP
i Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENNRONM£NTAL SCIEN77STS
3030 LBJ Freeway, Suite 100 (972)488-3737
Dallas, TX 75234 FAX (972)488-6732
CHILDREN'S LEARNING ADVENTURE
GALPIN BLVD d HIGHWAY 5
CHANHASSEN M#VIVESOTA
REV DATE SHEET NO.
LANDSCAPE PLAN 3X20/15 6.2
REV-0
W
co ■
�- ■
w ,v
w,.
cr_ j
II
w
Cr-_A=
----------------------------------------------
11. on
I RE
n
i
■
4 \11r
00'04 • •
'SS
—s"ss
126 LF
A
/
/
/
/
/
/
/
/
/ 50o
/
/
i
I /
I D
I � /
I
I /
I
I �
I
I
I
I
I
I
I
Fi •
I
7
43 LF
43 LF
( J
A*L
0 20' 3040
SCALE IN FEET
LEGEND
Know what's below.
C a I I before you dig.
— — — — — SHADESTRUCTURE
- - - — PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
6" CONCRETE HEADER
24" CONCRETE HEADER
•••••••••••••• 4'AGE SEPARATING FENCE SYNTHETIC TURF
12' TENNIS COURT FENCE
STAMPED CONCRETE BOARDWALK
GENERAL NOTES
1. REFER TO SHEET L1 FOR NOTES.
DETAIL ❑
50B SHRUB PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5309 AND 5310 ON SHEET L6.4
50Q STEEL EDGING
REFER TO SHEET L6.1 FOR TREE PLANTING
REFER TO SHEET L6.2 FOR PLANT SCHEDULE AND
LANDSCAPE REQUIREMENTS TABLE
LANDSCAPE ARCHITECT
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that I
am a duly licensed Landscape Architect under the laws
of the State of Minnesota.
i
Print Name: Richard W. Rogers
k Signature:
11 - -
;` Date: 3/19/2015 License # 40649
£ff /f. a 3/20/2015 FIRST CITY SUBMITTAL
/3f NO.1 DATE I DESCRIPTION
i3 REVISIONS
PROJ#28660 3119115 OPOR MAP MMP MMP
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
r1rhjw-
Engineering Associates, Inc.
FNOINFFRS PI ANNFRS .SIIRwynp.4
NOTE TO CONTRACTOR:
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
CONTRACTOR IS TO SEE DETAILS, MANUFACTURE SPECIFICATIONS AND
HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT.
CONTRACTOR TO CONFIRM LAYOUT OF BUILDING AS IT WAS INTENDED
PRIOR TO COMMENCEMENT OF PLAYGROUND LAYOUT. IF DISCREPANCIES
OCCUR, CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO
PLAYGROUND LAYOUT.
3030 LBJ Freeway, Suite 100 (972)488-3737
Dallas, TX 75234 FAX (972)488-6732
CHILDREN'S LEARNING ADVENTURE
GALPW BLVD d MGWAY 5
CHANHASSEN ANNVNESOTA
REDATE SHEET NO.
LANDSCAPE PLAN I31v2,01,, 6.3
REV-0
2015 CV ENGINEERING ASSOCIATES INC
(MINIMUM WIOTH DOES NOT APPLY IN MASS PLANTING BEDS)
ALL VALUES ARE AS FOLLOWS:
PLANI'TYPE PLAN
TSIZE LPTO IA) MNINA (B) APPRGIOMATE
ANE7INCLV0ITJ HOLE WIDTH ROLE OiB IH (1)
CONIFEROUS
TREES
DECIDUOUS &
ORNAMETAL
TREES -
II SHRUBS
II DECIDUOUS
SHRUBS
CONTAINER
GROWN
PLANTS
VINES
A PLANTING A A PLp,NTIIJG G OOSENEO
�SOIL� SOIL-� � OIL-
�� FINISHED MULCH T
-MULCH ,...�� GRADE
- _ r VARIABLE 12"
ELy F..
BALLED BURLAPPED BARE ROOT STOCK 'LEE SPADE) MACHINE -TRANSPLANT
STOCK
I,TSCARIFY SIDES AND BOTTOM OF HOLE. 1.-SCARIFY SIDES AND BOTTOM OF HOLE. 1.•'SOAK ROOTS IN WATIM FOR AT 1.-SCARIFY SIDES AND BOTTOM OF HOLE.
2.-PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN Z"ADD CORRECTIVE PRUNING.
AS DIRECTED BY THE ENGINEER 2.-PROCEED WITH CORRECTIVE PRUNING M HOURS PRIOR TO PLANTING, A -SET PLANT ON NATIVE SOIL AT SAME DEPTHAS IT
3.-SET PLANT ON UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER. HOLE,
SIDES AND BOTTOM OF Waq PREVIOUSLY GROWN.
OR mOROUGHLY COMPACTED PLANTING BOIL, HOLE. 4.-PLUMB AND BACKFILL WITH THE PLANTING SOIL
INSTALL PLANT 50 THE ROOT FLARE LSAT OR UP OFSOI MASS
ROUTSI�E PRUNIOCEEDWIECTED BY
S-WATUR TO SETTLE PLANTS AND FILL VOIDS.
OF SOIL MASS TO S ROOTS, A N PREVENT PRUNING AS DIRECTED BY THE
AND
MSKEF (IF SEDI .DE WITH BURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY, ENGINEER ADJACENT
TER TOTHNG,LOO-MO THE SOIL IMMEDIATELY
ANO WIRE BASKET, (IF USEDl .INTACT. 4.^TRANSFER PLANT DIRECTLY FROM ADJACENT TO THE SPADE -MOVED SOIL TOAMINIMUM
4.-BACKFILL TO WITHIN APPROXIMATELY 4_-SET PLANT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT 607HE DISTANCE OF 15' AND A MINIMUM DEPTH OF 12'.
12'OF THE TOP OF THE IROOTBALL, THEN SOIL OR THOROUGHLY COMPACTED ROOT FLARE IS APPROXIMATELY AT THE ?."WATER THOROUGHLY WITHIN 2 HOURS
WATER PLANT, REMOVE THE TOP V3 OF PLANTINGSOIL. INSTALLPLANTSOTHE FINISHED SOIL ELEVATION. SPREAD
THE BASKET OR THE TOP TWO HORIZONTAL_ TOP OF THE ROOT FLARE ISAT OR UP TO 2' ROOTS OUT EVENLY. PLUMB AND 8.`•PLACE MULCH WITHIN 48 HOURS OF THE SECOND
RINGS WHICHEVER IS GREATER. ALSO ABOVE THE FINISHED GRADE. REMOVE OR IMMEDVLTELY BACKEILL WITH THE WATERING UNLESS SOIL MOISTURE 15 EXCESSIVE.
REMOVE ALL BURLAP AND NAILS FROM THE CORRECT STEM GIRGUNG ROOTS. PLANTINGSOL.
TOP 113 OF THE BALL. REMOVE ALLTWINE. S."WATER TO SETTLE PLANTS AND BETWEEN AND STEMGUY AND
EALE AS ADDITIONALSUPPORT
REMOVE OR CORRECT STEM GURDLWG 5.•'PLUMS AND BACKFILL WITH THE FILLVOIDS. BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR
ROOTS. PLANTING SOL, L-WATER THOROUGHLY WITHIN 2 SPECIFIED.
5."PLUMB AND BACKFILL WITH THE (.-'WATER TO SETTLE PLANTS AND FILL HOURS.
PLANTING SOIL. VOIDS T-PLACE MULCH WITHIN 48 HOURS OF
S -WATER TO SETTLE PLANTS AND FILL 7 "V'/ATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOIL
VOIDS. MOISTURE IS EXCESSIVE.
7.-WATER THOROUGHLY WITHIN 2 HOURS.
S-PLACE MULCH WITHIN 4B HOURS OF S.-PLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS
THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE
MOISTURE IN EILCESSNE. IS EXCESSIVE.
W-STAKE AND GUY TO PROVIDE ADDITIONAL
SUPPORT BETWEEN THE STEM AND ROOT
BALL AS NECESSARY OR SPECIFIED.
HEIGHT
PLANTt,G 7E TAILS FOR ''.50-ATED PLANTING _32-'
GENERAL NOTE:
ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE
OF MFJDCT 3061 PRIOR TO FOLLOWINGTI"E STANDARD
PLANTING DETALLS. PLANING SOIL IS A COMBINATION
OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST
MIX ANDIOR ANY OTHER SPECIFIED AMENDMENTS.
NOTE:
1.-HOLE DEPTH FOR B&B AND CONTAINER PLANTS
SHALL NOT EXCEED MEASUREMENT FROM ROOT
FLAIR TO BOTTOM OF SOIL BALL.
ISPAOE DIAMETER. OAK TREES.
_oEaouauar
CAMRR]Il6
'SIZE'C' CALIPL7i
ORNAMENTAL
TRffB,
IPLACEWALL CHAIM-LINKFENCE
FASTEN LOOSELY TO FENCE
WITH BIODEGRADABLE STRING.
- FASTEN LOOSELY TO LATH
WITH BIODEGRADABLE STRING
- VX W WOOD LATH. DRIVE 12'
INTO SOIL ATAN ANGLE 30 THAT
THE TOP RESTS SNUGLY ON THE
WALL GR FENCE.
- MULCH CONTINUOUSLY; UP
TO S BEYOND TERMINAL VINE -
-FNISHED GRADE
NOTE,
PLANT ACCORDING TO PLANTING IJllf,l. ?
DETAILS ABOVE AS APPLICABLE.
VINE PLANTING TING DETAIL. 'L
M ENGINEERING RAC PLANTING DETAILS FOR
C �'"'-'0Tuufa:� DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS
°J+FORM A DOUBLE -LAYERED CY{1NDER. USING 0.25' GRID
GALVANIZED WEJ_DED WIRE MESH `HARDWARE CLOTH).
OVERLAP THE CUT END 21.
2 "'OPINE TWO 1" R 1' OPPDSDC HEARTWDOD WHOLE OAK
STAKES INTO THE GROUND 7- MGM THE CENTER OF THE
TREE STEM,
3 **SECURE THE MESH CYLINDER TO THE OUTSIDE OF THE
STAI28 USING EITHER, SCREWS AND WASHERS OR
RATCHET -LOCKING TIES ALONG THE OWERLAP, SPACE
APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP,
"SCREWS SHALL BE ROUND HEAD DAFVANIZS) 1/3' DIA 1,,
3J4 LUNG WASHERS.
OR
"RAiQHEF-LOCK DES SHALL ME NYLON AND AT LEAST e
LONG:
4.'MMBED THE LOWER EDGE OF THE MEAT CYLINDER 1"
BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREE
ROOTS_
5 *NUT EDGES PILL PJOT BE PERMITTED AT THE TOP OF THE.
C?.-U R. CUT THE STAKE FLUSH wM THE TOP OE THE
CYLINDER. C
6.' ULCH WATUN ME MINDER SHALL NOT EXCEED. 3"
DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS
5AECIFIED VJ MULCH PLACEMENT DETAIL
T-+ E BOTTOM WHORL OF RILE BRANCHES MAY HAVE TO BE
REMOVED TO. PER.MI I. INSTALLATION OF 12' MIN. HEIGHT
RODENT GUARDS
INSTALL OH ALL DECIDUOUS AND RILE TREES. DO NOT INSTALL
ON SPRUCE TREES.
RODENT PROTECTION DETAIL (CIPTION 1
I PREVAILING WIND-9 3.25" MIN.
TUBE SHSSETTLppTEERRE
(LENGTH VriRIES)
11 SEEDLING TREE SHELTER DETAIL
PLANTING SOLI_
MY OF
ix
1.�EOL) DOER THE TOP EDGE OF THE
HOPE VON DENSTY POL'rETFI`iIENE)
MWAR S THE THREE BOTTOM TABS.
I -SEND THE HOPE INTO A CIRCLE WIHI
THE SIDE TABS Ord THE OUTSIDE OF
21V MIN. HT FOR DECIDUOUS
THE CIRCLE,
TREES AND 12' MIN. HT. MR
3,-ALIGN THE HINGES AND BEGAN
PINE TREES
SIDING THE 1/4` GALVANIZED WIRE
STAKE (MATH HOD&)) THROUGH TIE
HINGES TO INTERCDrJNECT THE HOPE
AFTER SUURNC THE WIRE MRGUGH
ALL OF THE HIRES, TURN THE HOOK
'S
{
WARE MESH
TOWARDS THE INSIDE OF THE HOT£.
4.•+PUSH THE STAKE INTO THE GROUND,
(FAKE
AMINIMUM OF 12' DRIVE SIX
LANDSCAPE STAPLES (6' LEPJGTH, 2 PER
TAB) THROUGH THE HOLES III
THE3. BOTTOM: TABS AT OPPOSITE
ANGLES TO SECURE THE HOPE TO.
THE GROUND,.
5•"MULCH. WITHIN THE CY ENDER SHALL
- .A' MIN. Hi. FOR cELgDuous
I:I .I_ RAL NOTES
TREES AND 12* MIN. HT. FDR.
SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REOJ-:REME:.:TS.
PINE TREES
j 7/4' GALVANIZED.. WIPE
THE PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOIL
/ STAKE WITH HCOK
CONDITIONS. THE CONTRACTOR SHOULD EXERCISE 01SCRETION IN
SETTING PLANTS 1'-3' HIGHER N POORLY DRAINED SUITS OR. USING
ALTERNATVE PLANTING DETAILS Od SHEET B.
PLANING HOLE AND
I. -)30 L95-HIGH DENSITY
BED CJLTrATiON
THE C0N RACTOR IS RESPONSIBLE FDR PRCOUING ADEQUATE DRAINAGE
POLY€THttiENE,
IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS_
SROWH IN COLOR
LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING REDS
TO A MINIMUM DEPTH OF 12'. SOIL AMENDMENTS SHALL BE APPUED
6' LANDSCAPE STAPLE
..DURING
CULLVATRMI.
12" M0 •'{ 2 PER TAB
BACRHLL SQL
USE CULTIVATED A(JD 0.MEt1DED GQL EXCAVATED FROM PLAfJPIJC HOLES
REMOVE . ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER_
FEPTIL12ER
MN/DOT 3861
NOT EXCEED ] DEPTH AND SHALL BE COMPOST I.1n; OOL38s0
PULLED BACK FROM THE TRUNK AS /-TOP TAR
SPECIFIED IN MULCH PLACEMENT FULD UNE
DETAIL q5". / MULCH MATERIAL MP/DOT 3882 TYPF 5 JNLESS OSHERMSE SPECIFIED,
W.•'THE BOTTOM OF PINE
M�HIfJ E �`
G_
..
AVE T
BRADJCHE5 MAY HAVE i0 BE
'
r--� -� - - - - - - - - - -
REMOVED TO PURMIT INSTALLATION
OF 12' MIN. HEIGHT RUDEST CtfARDS.
/
7.--INBTALL UN ALL DECIDUOUS AND
I'
•
TRUE TREES• 00 NOT INSTALL ON
I� _
TI
SPRUCE TREES.
P
.Ti
Lt915E SEAMLESS, EXTRUDED, TWIN -WALL•
RIGID AND SEMI TRANSLUCENT
POLYPROPYLENF TUBES WATH A LASER
LINE PERFORATION AND AN
OUTWARD-FLAR€O TOP RIM,
2:1*SECURE THE SHELTER WITH NYLON
RACHEMLOCKINC DES ATTACHED TO A
1" . I" WHITE OAK STAKE TO PREVENT
DISLODGING OF TMSTIIIG IMBED THE
BOTTOM OF THE TUBE A MINIMUM OF
V BELOW THE SQL SURFACE WITHOUT
DISTURBING THE TREE ROOTS.
3:+4NSTALL A PLASTIC PHOTODEGRADABLE
NETTING COVER :AND SLEEVE O4TR TIE
TOP OF THE TUBE TD PREVENT
ENTRAPMENT OF BIRDS. PULL NETNC
DOWN AS SHOWN.
+- UNDISTURBED. SOIL
LOOSENED SOIL WIM SOL AMENOMENTS
FINISHED SQL ELEVATION
o
7i MIN. 12' LOOSENED
.5OEL N1T1 SQL AMENDMENTS
tni.I.TURIPM SOIL
Wl
9OTTDM LAB '•I
(liP) �
i v
• 24".(LEE FOR
DECIDUOUS TREES
, ,`n
12- SIZE FOR
IV ) W 15'
COINFEROUS TREES.
RODENT PROTECTION DETAiL (OPTION
2)
NOTES:
1 +•STEEL POSTS TO BE NOT4HE0 OR DRILLED
TO
RETARD GUY MARES PLACE OUTSIDE OF ROOT
BALL. DRIVE PLUMS REGARDLESS OF WOU14O
SLOPE
i PULLED STEEL
2."REQUESTS TO SUBSTITUTE RUBBER HOSE AND Px- IMP/DOT 3403
WIRE GUYING SYSTEMS WILL NOT BE
CR APPROVED EQUAL.
APPROVED.
/
3.W'•TREE STAKING IS NOT REQUIRED UNLESS
/ 15' OHG
PDLYPRWP ENE OR
SPECIFIED OR NECESSARY TO--MANTAIN TREES
IT A PLUMB CONDITION WHERE VANDALISM,
/
/ POLYETHYLENE 40 MIT.
/
SOIL, OR WIND CONDIRONS ARE A PROBLEM,
DR AS REQUESTED BY THIS ENGINEER
T 5" WIDE STRAPS.
�/ ATTACH WITH 10 go WARE
4••REMOVE AFTER ONE YEAR.
STANDARD TREE
STARING j GUYING DET4'I_
PAINT TREE
CIRCUMFERENCE -..
FROM GROUND LINE
TO 15T MAJOR BRANCH.
10'. 2.2 LB. -�
FLAIIGED CHANNEL STEEL
SIGN POST (MN/DOT 3401).
OR APPROVED EQUAL.
MULCH
LOOSENED SOIL-
FINISHED GRADE -�
APPLICABLE TO DECIDUOUS TREES
OVER 4, CALIPER NJO
EVERGREEN TREES DYER 10. HT.
ENGINEERING PUTS
REVISED: 1-10 FILE NAME G �1IG\SPECS\5311 DEPARTMENT 5311
MkF5 PLANTING
TREE PANTING
A5f' DNET UNVILUIEV U1EItILK IR1nE LM to r a P.Wcr IieLE.
PAINT TREE CIRCUMFERANCF FROM GROUND LINE TO FIRST MAJOR
BRANCH.
PLANTING PLAN
RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN_
WATERING.
ONfT.14N£5.BARE
PLPDJT TYPE
WATER PER
AAPPLCAIION IACC UrdG GALLONS
MACHINE lRNJSPLlW TEO. TREES
42 No UP
SD - IDD
BARE ROOT TREES
15
BALLED & BURLAPPEO SHRUBS
10
ROUT OR CONTAINED. 5HRUBS
WOOD v SEE OB
4
PE111NIAL1 AIA1 WITS
3
h
Y -E1!£..�e
LARGE MACHINE
TRANSPLANT TITLE
PLANTING DETAIL
EXISTING GRADE
PLANT ACCORDING TO
PLANTINGDETAILS, AS APPLICABLE
j- ON 11 SLOPES OR GREATER; DONOT
�O CONSTRUCT THE UPHILL HALF OF THE
WATERING BASIN
ON WET, POORLY DRAINED SOILS. DO
NOT CONSTRUCT WATERING BASIN
PLANTI P ., _ IR T'N C?P, 3
5' FOR CONIFEROUS
R OU TREES
8' FOR COM�fiilUS TREES`s.
HOLE EXCAVATION WIDTH IN
ACCORDANCE WITH MINIMUM ON
STANDAYDPLANTINGOETAULS IA)
PREPARED PiANTI NGBED AND BAC109U
SOL (TINCROUGHLYLOOSENECA
MULCH
'WISHED GRADE
LNDi1FPJ�?
NOTES:
t."BAFRE ROUT PERENNIALS MUST BE
INSTALLED IN THE SPRING BY JUNE 1ST_ F
PIA-NTING IN FALL, FOLLOW FALL DECIDUOUS
PLANTING CASTES,
2.-ACTUAL CATES MAY CHANGE DEPENDING
UPON SF1I,SONM_CONDITIONS,AS
DETERMINED BY THE ENGINEER
3.°'FALL. PLANTING NOT BE
RED-OMIMENDEDORALLON'ED SEESPECIA
PROVISIONS FOR. SPECIFIC PROJECT
REQUIREMENTS THEFCLLOWING BARE.
ROOT P!.ANTSARE .N'OT RECOMMENDED FOR
FALL itNSTALLATION: HAWT. TORN, RUSSIAN
OLIVE, DOGWOOD: POPLAR. HAONAERRY,
LINDEN, iRINdWOOD, HON'EYLOCUST, BIRCH,
MOUNTAIN ASH, MAPLE, WTLLOVV, CAABMPLE,
0, NOICATES PROJECT LOCATION PLUMICH R", OAKS, AND SUMAC,
PLANTING OGIAR. FOR MASS PLANTIET(` MsDM OPTIMUM PLANTING DATE ZONES IN M'iNiS'`Cf*,A.
4i: JDNF I:: iMTTfi:
AL PLANT $TDCK SHALL BE
OPENED ACC€PTASLF FOR HARDINESS
4b ZONE I WRIGHT
ANOKA
HENNIPEN
S',BL.EY --4' SCOT T
PLANT HARDINESS iN
CHANHASSEN IS ZONE 4b
AVERAGE ANNUAL EXTREME
MINIMUM TEMPERATURE RANGE.
FOR ZONE 4b IS -25 TO -20
DEGREES (F)
1 "`IF TT"S HARDYTO74E MINNES07Ax'ANEdb
INHERE THE PROJECT SITE I.- LOCATED AND;
OR
A -PLANT` STOCK CAN BE DOCUMENTED AS
8..-PISIAT STOCK » IF GROWN OUTSIDE THE ACCEPTABLE
CONTINUOUSLY GROWN MR AT LEAST THE LAST
GROWING RANGE LIMITS. CAN BE DOCUMENTED AS
-NO YEARS WITHIN THE ACCEPTABLE LIMITS
HAVINOTHE SEED SOURCE AND ROOTA.NDGRAFT
;Z.X'FNE4 3A OR ( SHOWN ON THE ACGEPTAP,LE PLANT
STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE
`STOCK GROWING RANG+' ABOVE_
C'TO'MNG® "TILIMITS,
' A % U';!lA. P' 1 F,Di&fCl f.G`4E iA➢
lj r
INSTALL TILE DRAINAGE
INSTALL GRANULAR iT..TER ' P IEKOAVA T E HOLE- OR BED TO ALLOW
PLACING THE TOP OF THE ROOT MASS 1`-T
"EXCAVATE HOLE OR BEDTO ALL£iN tiiGH..RTHAN FINISHED GRADE
PLACING THE TOP OFRDC3TMASS &'-5' 2 iNSTAid.4" MINIMUM DIAMETER DI2AIN711.E
HIGHER THAN FINISHED GRADE. DAYLIGH RIVE AT A LOWER GRADE; AS
2 °'AUGER B` DIAMETER HOLES ENTIRELY APPROVED BY THE ENSINEWy.
THROUGH IMPERVIOUS OR POORLY 3"'COhiPLETE PLANTING ACCORDING ?O
DRAINED HARD PAN SOIL LAYER TO PLANTIUG D>'TAfLS (SHEET A) .
ADEQUATELY DRAIN$)&.)' DILL
3,"T IOUR.'OUGHLY SACKFUL AUGER
HOLES WITH A UNIFORM INCORPORATED
EED
MIXTURE OF 5tiT•%SAND AND SASS _
INPLACE SOIL_ _
4.-COMPLsiE PLANTING ACCORDNG jNSTALi_ MINI -BERM
TOPLANTINGOITCALS (SHEET A)
NOTE: I -EXCAVATE HOLE OR EEO 114 THE DEPTH
THE. NEED FOR USING ALTERNATIVE 'e'F THE ROOT MASS,
PLANTING DETAu.SAND WHICH TYPE 2--SET ROOT IAASS IN HOLE,
USE TING E DETERMINED BY THE 3.-GONSTRUC T EMM WITH SANDY LOAM
CONTRACTOR AND DETERMINED
SUBJECTDBY T TOPSOIL. EXTEND THE BERM RASE TO A
CONTRACTORVAL BY AN ENGINEER. WIDTH OF 3 T:MES THE BERM HEIGHT,
APPR4,-COMPLETE PLANTING ACCORDING TO
PLA,NTINGDETARS ISHEETA)
A'TERRLATIVE PLANTING DETAILS FOR P')ORLY DRAINED BUR.
s�
IS
2:"PULL MULCH BACK NO L.E'SS THAN 3" AND NO MORETHAN B•
FROM THE TRUNK.
TYPE OF PLANT
W
CENTF.ROF
PLANTTO
MULCH LINE
X
EDGEOF
BRANCHNGTO
MULCH USE
Y
DEPTH OF
MULCH
z
DEPTH OF
MULCH
QOM[TcROliS TRE.i$
VARiFS
WMIN.
.SCAB`
4'2r
CECMUOUS"REF8
S'MN.
NIA
A` r
4'-S` 1
CONIFEROUS SHRUBS
VARIES
3'MN.
S'.0
4'-W
DECIDUGUSSHRU85
THIN.
A`-r
4`-5`
VINES
2LIN..
NIA
4"Lir
4`-V
P�NNtS
VARES
ZMli.
2"_4•
x-4•
MACHINE-TRANSPLANTED'D�ES
ii'SE1'OMDFAGEOFHOLE
4'-M
4'.. B•
1,pLe CPCPLACEMENT DEE13
R V1-,.D' I .ADO ENGINEERING FLAT': PLANTING 'vNTAiLS EE�R
ti h'...°_I �, DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS
MULCH TOP MULCH TOP STEPPING STONE BED
DRESSING DRESSING
SODDED AREA
�� •p=oe A 0=0�
g a:I $a _ m w Ov-Oo oI
¢cs o`OEt n=O� � ¢cso03 n=0�
3 w
Oo
m
3 w
12 Go
FINISHED GRADE m
POLYPROPYLENE MATERIAL
WEED BARRIER.
I.
NATURAL STEEL EDGING. NO
I COMPACTED SAND
SUB -BASE.
POLYPROPYLENE MATERIAL
WEED BARRIER.
FINISHED GRADE
NATURAL STEEL EDGING. NO
PAINTED EDGING SHALL BE
PAINTED EDGING SHALL BE
USED.
USED.
+il
STEEL STAKE DRIVEN
STEEL STAKE DRIVEN FROM
FROM MULCH SIDE OF -
MULCH BIDS OF EDGING
EDGING WITH TOP OF
WITH TOP OFSTARE
STAKE BELOW TOP OF
BELOW TOP OF HEADER.
HEADER.
SODDED
AREA W/MULCH ROCK BED
AREA W/MULCH
N.T.S.
STEEL EDGING
N.T.S.
LANDSCAPE ARCHITECT
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision and that 1
am a duly licensed Landscape Architect under the laws
of the State of Minnesota.
Print Name: Richard W. Rogers
Signature:` --
Date: 3/1912015 License # 40649
KI
9a090
FOOTPRINT INCLUDING
BUMP -OUTS AND ARTICULATION
33,014 SF
FOOTPRINT OF MAIN BUILDING
WALLS 32,690 SQ. FT.
NOTES:
1. THIS BUILDING WILL BE EQUIPPED
THROUGHOUT WITH A FIRE SUPPRESSION
SYSTEM.
2. THIS IS A ONE STORY BUILDING
MAIN PARAPET HEIGHT: 25'-8"
FEATURE PARAPET HEIGHT: 36'-9"
FEATURE ROTUNDA HEIGHT: 50'-0"
FOR APPROVAL
3/ 18/ 15
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
W
z
W
(n
W
O
Q
z
Lu
Z
ZU
W
�
z
W
Q<
LLJ
)
WU
Q
J
0
=
U)
J_
Q
Z
=
OU
U
J_
U
w
a
0
w
to
U)
0
Z
PROFESSIONAL OF RECORD
PHONE: 314-821-1100
Job No:
915494
Permit
Date:
Bid
Date:
Style:
NONE
Drawn:
Checked:
Sheet No.
A-1
6"x6"x714"
WELDEDI
FENCING
NOTE'
PRECAST CAP. -FINISH "H„ ELECTROSTATIC PAINTED GATE, POST &
FENCING TO MATCH FENCING COLOR.
N%2"Xi/4" STEEL TUBE FRAME, MITER
WELD AND GRIND SMOOTH. INFILL W/
1"X1"Xi/4" VERTICAL STEEL PICKETS
@ 4" O.C. SEE NOTE
16 GA. PERFORATED MTL. PANEL W/
3132" 0, 3116" STG. PATTERN, TACK
WELD BEHIND PICKETS & ALONG
FRAME. SEE NOTE go
6"x6N1/4" STEEL
B
SELDED W/
E NOTE.
CAP &HINGESE POST �_ I I II II NII N I I I I INN III
STEEL CASTERS
CANE BOLT W/ STEEL SLEEVE GATE ELEVATION 'A'
18 TRASH ENCLOSURE ELEVATIONS
SCALE: 1/4" = V-0"
J
F
9
3/4"
3
LINE OF FOOTING BELOW, SEE
5/AS1-2
8" CM WALL W/ VENEER. SEE
18/AS1-1 FOR VENEER TYPE —
6" DIA. CONCRETE FILLED PIPE
BOLLARDS - PAINT OSHA YELLOW
SEE DETAIL 11/AS1-0. -
COORDINATE INSTALLATION
W/FOOTING BELOW
COORDINATE SLOPE WITH CIVIL —
6" MIN. THICK SEALED CONCRETE
PAD OVER COMPACTED BASE
PER GEOTECHNICAL REPORT —
6"X6" TUBE STEEL EMBEDDED A
MINIMUM OF 3'-6" INTO CONCRETE
- COORDINATE INSTALLATION
W/FOOTING BELOW —
STEEL GATES WITH SCREENING.
LOCKING HASP & THROW BOLT
PREFINISHED GALVANIZED.
PROVIDE WHEEL SUPPORT AT
END OF GATE. NO CENTER POST
ALLOWED. PROVIDE HOLES IN
PAD FOR THROW BOLT IN
CLOSED & OPEN POSITIONS. —
PROVIDE STL. RECEIVER SLEEVE
SET IN CONC. AT CANE BOLT
(TYP.)
CONCRETE PAD (SEE
STRUCTURAL & CIVIL) EXTENDING
BEYOND ENCLOSURE WALLS AS
REQUIRED.
I I DUMPSTER I I
17-0 314• CLEAR
8' 2'43/ " T-0" 3'-0' 7-0 wa'
0
rL 1-�}]
10
DUMPSTER I I ---
I �I rl I� I
LyI N IrJ m
60
0
17
TRASH ENCLOSURE PLAN
AS1-1 SCALE: 1/4" = V-0"
PRECAST CAP
-FINISH "H"
BRICK VENEER
-FINISH "E"
FIN. GRADE
11
DIRECT RUNOFF
31-
TO ROOF DRAINS
WITH CRICKETS
P.
CONSTRUCTED
WITH TAPERED EQ.
2-0" EQ.
INSULATION.
SLOPE CRICKETS
1/4" PER FOOT,
DECORATIVE
TYP, F- - - - - -
- - - - -
COLUMN/PLANTER-
SEE DETAIL 19/AS1-1
& 171ASi-2
o _
_
CONTINUOUS I
I
ry i�O
tt
METAL COPING.
SEE EXTERIOR
_
O
- - _ - - -
I
t -�
ELEVATIONS
0
_ - - - -
FOR COLOR. I
a
OW
2''
I
N a
WROUGHT IRON
/'l13'-81/4"
LINE OF EXT.
DECORATIVE
WALL BELOW I
I
FENCE PANEL -
FENCE PLAN
DECORATIVE
I
CLASS"' B' BUILT-UP
PAINTED DARK
COLUMN/PLANTER -
ROOFS - I
BONZE TO MATCH
SEE DETAIL 191ASi-1
I
SEE
STORE FRONT.
& 17/AS1-2
L
PECIFICATIONS -
in
-
_ L)
16
16
NO STEP SIGN - SEE
si-
DETAIL 15/A7-4 TYP.
0
_
-
Q V
- O
NOTE: REFER TO SHEET Ai-3
FOR ROOF PLAN GENERAL NOTES.
FENCE ELEVATION
FENCE ELEVATION
FILE STORAGE ROOF PLAN
AS1-1 SCALE: 1/4" = V-0" lllA!
SCALE. 1/4" = V-0"
1, WALL & ROOF LINE BEYOND
s1-1
PREFINISHED PREFINISHED
ALUMINUM COPING ALUMINUM COPING
- FINISH "B" - FINISH "B"
--------------------- STUCCO FINISHED STUCCO FINISHED
CORNICE- FINISH "B" CORNICE- FINISH "B"
STUCCO FINISH - STUCCO FINISH -
FINISH "A" FINISH "A"
ARCHITECTURAL
ARCHITECTURAL CAST STONE CAP -
CAST STONE CAP - FINISH "H"
io FINISH "H"
STONE VENEER STONEVENEER
" FINISH
DO R
T I E
FILE STORAGE FRONT ELEV.
SCALE: 1/4" = l'-O"
6" GUTTER AND
DOWNSPOUT -
PAINT TO MATCH
WALL.
SOLATUBE16ODS
TUBULAR
DAYLIGHTING
DEVICE A71 5
SIM
WALL & ROOF 8"X16" STORM PROOF METAL
LINE BEYOND LOUVER VENT W/ INSECT
SCREEN AT BOTH SIDES OF
SPACE CLOSEST TO HIGHEST
POINT
NOTE: REFER TO SHEET A2-0 FOR ELEVATION GENERAL NOTES.
DOWN
SPOUT
FILE STORAGE SIDE ELEV.
SCALE: 1!4" = 1'-0"
Y
ro
FINISH LEGEND X-#-A =KEYNOTE
A FIELD COLOR- DUNN EDWARDS: DEC750'BISON BEIGE' OR EQ.
B ACCENT COLOR#1 - DUNN EDWARDS: DEC785 WHISPER GREY OR EQ.
C FIELD COLOR- DUNN EDWARDS: DEC747'SAHARN OR EQ.
D PREFINISHED ALUMINUM: ANODIZED DARK BRONZE OR ED.
E BRICK -ACME BRICK:'SARATOGA SPRINGS OR APPROVED EQUAL
F STONE - OLD CASTLE CUSTOM STONE- "WESTERN GREY" - CHOPPED PATTERN
G NOT USED.
H STONE CAP-STONEGATE DESIGN: 'NATURAL WHITEOR EQ.
J NOT USED
K FIELD COLOR-DUNN EDWARDS: DE8214"PIGEON GRAY"
L NOT USED
11
As1-1 S1_
1
FILE STORAGE PLAN
SCALE: 1/4" = V-O"
11
S1-1
r WALL &ROOF
LINE BEYOND
ROLLING RACK
FILE STORAGE
SYSTEM
PURCHASEDAND
INSTALLED BY
OWNER.
SEE ELECTRICAL
FOR LIGHTING
AND POWER
tS1-2 FOR
ATION
1ATION
6" GUTTER & 4' DOWNSPOUT.
PAINT TO MATCH WALL.
j
REFINISHED
LUMINUM COPING
FINISH"B"
TUCCO FINISHED
ORNICE- FINISH "B"
TUCCO FINISH -
INISH"A"RCHITECTURAL
AST STONE CAP -
INISH"H"
STONE VENEER
FINISH "F"
FILE STORAGE REAR ELEV.
1/4" = 1' 0"
wl
9a090
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
,w
0.
`D
1
z
w
(n
0
w
H
O
1
z
Lu
z
w
z
ZU
�
�
�
w
wU
J
Q
Q
=
U)
J_
Q
z
=
0U
U
r)
J
U
W
Q
0
W
1n
1n
O
Z
PROFESSIONAL OF RECORD
PHONE: 314-821-1100
Job No
915494
Permit
Date:
Bid
Date:
Style: AS NOTED
Drawn: KMM
Checked:
JLP
Sheet No.
AS1-1
2 ELEVATION LEFT
A2_ SCALE: 1/8" = 1'-0"
PIGEON GRAY SAHARA
ELEVATION FRONT
t-0 SCALE: 1 /8" = 1'-0"
CUSTOM STONE -"WESTERN GREY" - CHOP
PATTERN
T.O_ROTUNDA
so, - 0" Kv
TRIM: WHISPER GREY
BAND: WHISPER GREY
OPTION A
ELEVATIONS FOR APPROVAL
3/18/15
3,
): BISON BEIGE
ASTER
JHISPER GREY
ACME BRICK -
-OGA SPRINGS'
FIN FLOOR
O.A..
ME
@aR@o
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
wr'
w
D
I—
Z
W
(n
O
1
Z
Lu
Z
w
z
�
ZU
w
Q�
LLJ
wU
a
J
0
=
U)
J_
Q
z
=
wU
U
r)
U
W
F
Q
O
W
N
N
O
Z
PROFESSIONAL OF RECORD
PHONE: 314-821-1100
Job No:
915494
Permit
Sete:
Bid
Date:
Scale:
1/8"=1'-0"
Drawn:
Checked:
Sheet No.
wl
gan90
UNDA ROTUNDA CORNICE: WHISPER GREY
T.O. ROT
SCORED EIFS: BISON BEIGE -
T.O. PILASTER EIFS CORNICE: WHISPER GREY EIFS CORNICE: WHISPER GREY
36' - 9"
SCORED EIFS: SAHARA
--- STUCCO: BISON BEIGE STUCCO: PIGEON GRAY
T.O. PARAPET
25' - 8"
B.O. PILASTER TRIM
0"
a
e a a e
FELT
- - - -
--- FIN FLOOR
BRICK: ACME
CURTAIN WALL GLAZING BRICK-'SARATOGA STONE: CUSTOM STONE- BRICK: ACME BRICK
SPRINGS' STUCCO: PIGEON GRAY ^yyESTERN GREY' -CHOP EIFS ACCENT STUCCO: BISON BEIGE 'SARATOGA SPRINGS' EIFS PILASTER
PATTERN BAND: WHISPER GREY TRIM: WHISPER GREY
ELEVATION RIGHT
A2-0 SCALE: 1/8" = 1'-0"
T.O. PILASTER
30' _ 8.
n T.O. PARAPET
25'_3" "I
r
B.O. PILASTER TRIM
i
e aI TTNI
B 8
- FIL99LO
I
_6--N
p- - - I FIN FLOOR
3 ELEVATION REAR
A2-0 SCALE: 1/8" = 1'-0"
ELEVATIONS FOR APPROVAL
3/18/15
E
e
4
EXTERIOR ELEVATIONS 33K
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
W
ry
D
Z
LLI
U)
0
LLI
O
Z
Lu
z
w
z
—U
Z
LL,
_
vJ
wU
a
J
0
=
U)
J
Q
Z
=
QU
U
0
J_
2
U
W
H
Q
W
(n
(n
O
----Au
Z
PROFESSIONAL OF RECORD
PHONE: 314-821-1100
Job No:
915494
Permit
Date:
Bid
Date:
Scale:
1/8"=1'-0"
Drawn',
Checked:
Sheet No.
T.O. PARAPET
— 5-B�--
_TO. ROOF — — -- — — — — — —
RTU #6 FRONT (SOUTH) ELEVATION
1/8" = 1'-01,
101'-4 13/16"
TO PROPERTY L
T.O. PARAPET
T.O. ROOF — — — — —
n
RTU #11 FRONT (SOUTH) ELEVATION
1/8" = 1'-O"
RTY LINE
250'-0"
3/18/15
wl
@a090
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
LU
Z
LU
U)
LU
O
1
7
W
Z
w
z
�
ZU
O�cy
w
wU
Q
J
Q
=
cl)
a
Z
=
rU
U
0
U
W
Q
IL
o
Z
PROFESSIONAL OF RECORD
PHONE. 314-821-1100
Job No.
915494
Permit
Date'.
8id
Date'
Style:
1/8"=1' 0"
Dawn:
Checked:
Sheet No.
ME
9a990
T.O. PARAPET
T.O. ROOF
22' - 5 112" —
250'-0"
RTU #1 LEFT (WEST) ELEVATION
SCALE: 1/8" = l'-0"
m RTU
iN
T.O. PARAPET
T.O. ROOF-
22' - 5 112"
231'-11 7/8"
'ROPERTY LI
RTU #3 LEFT (WEST) ELEVATION
SCALE: 1/8" = 1'-0"
RTU-----
13'-11 1/4"
T.O. P_
ARAPET
—--258'�
T.O. ROOF-
22' - 5 1 /2"
231'-11 7/8"
rO PROPERTY LINE
250'
RTU #2 LEFT (WEST) ELEVATION
SCALE: 1/8" = 1'-0"
3/18/15
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
Lu
W
D
`
1
Z
W
(n
Q
Q
W
p
Z
W
z
w
z
�
Z
LLJU
W
W
LLJ
wU
Q
J
0
=
Q
z
=
WU
U
r)
J_
U
ui
F-
ui
7)
1n
1n
O
Z
PROFESSIONAL OF RECORD
PHONE: 314-821-1100
Job No.
915494
Permit
Date:
Bid
Date:
Scale:
Drawn:
Checked:
Sheet No.
- - - - - - - F
T.O. PARAPET —
_T.O. ROOF — — — — — — — — — — — — — — — —
22'-3" ------
2 6, -1,. — -- — — — . — — — — — — —
RTU #1 REAR (NORTH) ELEVATION
1/8" = 1'-0"
T.O. PARAPET
< T.O. ROOF — — — — —
21'-5" — ----— — — —. —_ _ _
T_8" — — — —
01
RTU #17 REAR (NORTH) ELEVATION
APPROX. 350'-0"
TO PROPERTY LINE
SCALE: 1 /8" = 1'-0"
I
APPROX. 350'-0"
TO PROPERTY LINE
3/18/15
C
@L%R3 @
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
W
ry
`D
1
Z
W
Cn
Lu
O
Z
Lu
z
w
z
Z
w
z
<
(7)
wU
a
i
r)
2
U)
J_
Q
z
r=
U
U
0
J_
CU
iL
0
ui
co
co
o
Z
PROFESSIONAL OF RECORD
PHONE: 314-821-1100
Job No:
915494
Permit
Date'.
Bitl
Date:
Scale:
1/8"=1'-0"
Drawn:
Checked:
Sheet No.
P
CHANHASSEN, MN
MARCH 18TH, 2015
Y
tb ldmrq Mars ,-
CASCO
TO CORMCE
MA - g•
T.4 PLASTER
to -kQAPET
Sh
450 PILASTER-R Td
i6-0'
T O:RQTUROA I 54 0`
' 0. PARAPET mh
Z
0.3
ELEVATION FRONT
ELEVATION RIGHT ELEVATION LEFT
T,O PLASTER ,1
x�-sr
T f]. PLASTER At
—a
a
T.O. PLASTER I
w-�...-. .s
'....a _.--nu... �.:... . ,- .... �._�.— .._�...�
..�.... _�...�..ti. _.:�-.._��.�.-_.z,�.�...:....-+-v--..,..
�. �.._ .;. ,.... �...w ...✓,..-: '.w.............t.+:��-.- m..«.,..-._....,...�.us-.6..�..�...—...�pe..n_ :''
w
-
wk
1
m_ rw
a
e
ELEVATION REAR
0 E.I.F.S. CORNICE/TRIM 0 STOREFRONT - SOUTHWEST 0 MASONRY - ACME BRICK © STUCCO- DUNN EDWARDS 0 STUCCO; DUNN EDWARDS = SCORED EIFS - DUNN EDWARDS � STUCCO - DUNN EDWARDS * = SCORED EIFS - DUNN EDWARDS 0 STONE - CUSTOM STONE
DUNN EDWARDS ALUMINUM "ANODIZED DARK SARATOGA SPRINGS DE62'14 " PIGEON GREY DEC747 SAHARA DECT47 SAHARA DEC750 BISON BEIGE DEC760 "BISON BEIGE WESTERN GREY
DEC785 "WISPER GREY" BRONZE"
CHANHASSEN. MN
MARCH 18TH, 2015
Childcare Centers ,
CASCO
17
i DUNN EDWARDS DEC785
"WHISPER GREY"
1
1
6A
4
ftam
W 513 M
1
pis
1
0
0
3
w. �� 6A
a VMSM _F
STOREFRONT - SOUTHWEST - MASONRY -ACME BRICK STUCCO DUNN EDWARDS 5'' STUCCO - rF' SCORED EIFS -
ALUMINUM "ANODIZED DARK "SARATOGA SPRINGS" DE6214 "PIGEON GREY" DUNN EDWARDS DUNN EDWARDS
BRONZE" DEC747 "SAHARA" DEC747 "SAHARA"
Amkilm■►
2
E
=P' STUCCO -DUNN -'F' SCORED EIFS-
EDWARDS DEC750 DUNN EDWARDS
"BISON BEIGE" DEC750 "BISON BEIGE"
1
7 _.
4
6:$
STONE - CUSTOM STONE
"WESTERN GREY"
e
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+
o.o
+
o.o
'0.0
+
a a
+
=o a
}
a.o
+
o.D
+
o 0
+ 0.o
+
Q.o
+
o.o
+
o.o
+
o.o
+
o.o
+
o.o
'0.0
+
0 0
+ 0,0
+
0.0
+
0.0
+
0.0
+0.0
+
o.d -
0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.0
0.0
o.0
o.0
o.0
o.0
0.0
0.0
0.0
lb. o
°+0.0
o.0 0.0 0.0 +o.o
+ + 0+ + +
0.0 .0 0.0 0.0 + 0.0 00. .0 0
+
0.0
+
0 0
+ 0
.4'-=
+
O.O
+
0.0
+
0.0
"
O:0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0,0
+
0.0
+
0.0
+
0 .0
+
0.0
+
0.0
+
0.0
+
0.0
+ +
0+.0 "O,a 00 + + 0 0.0 0.0 .0 0.0
+ + + +'• + + +
0.0 0.0 0.0 0 A 0 0 0 0 0.0 0.0 0.0
+
0.0
+
a.0
+ PROPERTY
0.0 0.0 0.0 0.0
+
+
+
0
+
0.0
+
0.0
+
o.0
+o.o
+o.o
+
o.o
0.0
+
00
+
0.0
+
0.0
+ + + + ` + +0. +0. +
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0
+ + + + + + + + + + + + + + + '0.0
+ + + + + + + + + + + + +
-_ - - 0.0 0.0 0.0 0.0 0.0 0.0 ; 0.0 0.0 0.0 0 0.0 O.0 0 0 O:a. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
+ + + + + + + +. + + + + + + + + + +
0.0 o.0 O.o O.o to O.o 0 0 _ A.o 0:0 o.0 o.0 0.o +o 0 .o 0.0 o.0 o 0.0 to 0 0 o.0 O o 0.0 + + + : + + +0.0 + +0.
+0. +0. + +
0.0 0.0 0.0 0.0 +0' 0;; ..0 0.0 +
9 0.0 o.a Q.Q o.o o.o o.o 0.0 0.0 0.0 0 0 0 0 o.a
i + + + +" + + + + + +0. + +0. + +0. + +0. +
+ + + + + + ' + + 0.0 0..0- 0'.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0 0.0 0 0.0 0 0.0 0.0 o.O 0.0 + + + + + + + + + + + +o.o
+ + +' + + + + + + + + + + + +. + + + + + + + + + + + +
0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 __0.0-- O:O 0.0 0.0 0.0 0.0 0.0_ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 + + + + ` + + +' + + + +o.o+o.o,
- +o.o + '+ + + + + , . _+ + _ '0. + + + + +0. +0. '0. +0. +0. + + + + + + + + + + PROPERTY LINE
0,0 0.0 0.0 0 0 - -0.0 0:0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0. + + + } + + + + + + + +
j 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0 0.0 0.0 00 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0
/ + + + +- + " + + + 0 o ,a:0 0.0 0 0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 + + + + + +; + + + + +
0.0 0 0 0.0, 0;0 0,0 0.0 0'A 0.0 0.0 C(0 0.0 0.0 Q E7 0.0 0.0 0.0 0.0 0.0
+ + + + + + + + + + + + + + + + + ' + "
to O.o o.o +o.o ,o.o O.o O.o to +o.o to O.o O.o +o.o to O.o O.o o.o to O.o +o.o to +o.o +o.o to to to o.o +o.o O.o to o.o + + + + + _. + +
o.a +a,a o 0 0.0 0.0 0.0 o.c + o , o.o o.o o.o o.o 0 0 0.0 0.0 0.0 0 0. 0.0 0.0
/PROPERTY LINE + + -1
+ + +, + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0.0 0 0.-, 0.0 0.0 0 0 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00
+0.0 +0.0 +0.0 +Q,Q '+O.o +0.0 +0.0 +0. 0.0 +0.0 0.o to ; +o.o +0.0 +0.0 +0.0 0.0 +0.0
!% + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +;
0.0 0.1 0.1 0.1 0.1 ' 0.2 0.1 0.0 0.0 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.o 0.o +o.o +0:0 +0.0 0.0 +o.0 +0 +0.0 +0 0 +0.0 0.0 +0.0 +0.0 +o.o +0.0 0 0 +0.0
10. + + 10.5 + + + + + + + + + + + + + + + + + + + + + + + + + + +. + +o.o +
'+ + + + '. + + + + 0 a.1 0.2 0 5 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 PROPERTY LINE
0.0 0 0 0.0 d:o 0.0 0.0 0 0 .1 O.a 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
+ + + + A0. + + + + + + + + + + + + + + + + + + + + + +
+0 2 0.4 0.6 1.4 yt3.5 1 7 0.7 0.7 0.3 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.D 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0 0
+0.0 +0.0 +0.0 ,0.0 +0.0 +0.0 +0.0 + 0 AR @ 25' 0.0 '0.0 :' A. D +0.0' +0.0 +0 0 +0.0 +0.0 +0.0 +0.0
+ + + + + + + + + + + + + + + + + + + + + + + + '0.
+0.
+ 10.
10.
+ + + + + + + +" +0
0 00 O0 O.O 0.0 0:O 0.0 O.0 0
+ + + +.! + + + 0.0 0.1 0 3 0.6 0.8 ' .9 3,4 2 0 0.8 0.8 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.2 0 0 0.0 0.
o.0 00 0.0 1.o 0.0 0.0 0. +00 +Q.+ + + + + + + 0
_.. .
0.0 0;0 0.0 A0.2 I0.6 0.8 1.1 1i7 1 2 0.9 0.9 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.1 0.2 0.3 0.5 0.6 0 7 0.8 0.4 0 1 0.0- 0
+0.0 +0.0 +0.0 '*b.0 +0.0 +0.0 +0O.o 0.0 +o.o +O.o 0.o +O.o +o.o +0.0 +o.0 +0.o
+ + + + + + + '1; + + + + + + + + + + + + + + + + + + + '+ + + + + +, + +' + + +
0.0 0.0 0.0 0.0 O 2 0 5 0.9 1.0 3 1 3 1.0 0.9 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 ' 0.0 0.1 0.1 0.4 0 7 0'9 0.8 1.0 0.9 0.2 0;1
+0.o +O.o +0.0 0.0 +O.o +O.o 0 0 o +0.0 to +0 0 ' +0.0 +0.0 +0.0 +o.0 +o.0 +0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0;4 0.7 0.8 0;8 10.7 0.6 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 10.1 0.1 0.1 0.1 0.3 0 7 '1.1 1.2 2.5 �3.1 0 6 0. +: + + - + + + + +;
0.0 0 0 0.0 0.0 0.0 0.0 + .0 AR @ 25' 0;0 0 0 ' 0.0 0 0 0.0 0.0 0,0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0 0 '0.0 0.0 0.1 0.3 0 4 0.4 ,'0.3 0.3 0.3 6.'a- im "a,9 ,1.0 0.9 0.8 0.6 0.5 0 3 0.2 0.4 0.5 0.6 0.5 0.4 0.4 0:3 0.2 0.2 0.1 0.3 0 7 1.2 1.3 2.9 2 8, 0.8 1
0.0 0.0 +O.Q' 0.0 +0.0 +o. ...
01 0000 0.0 0.0 0.0 0.0 ,0.0 0.0 00
0.0 0:0 0.0 O.o 0.0 0.O 0.0 0.0 ; 0.2 0.3 0 2 '0.1 0.1 +0.
.1 0.2 0.5 0.8 0.9 1.1 1.4 1.1 0.9 0.6 0.3 0.2 0.5 0.9 1.0 -11A 1.0 0.8 10.6 0 4 10.2 10,1 0.2 0.5 1.0 1.2 1.2 1.1 0.7
+0.0 +0.0 +0,10 +0.0 +0.0 + 10.2 +0.0 +0.0 10.0 r+0.0 +0.0 +0.0 +C.0 +0.0 +0.0
+ + + + + + + + + + 11+ + + "+ +- + + + + + + + + + + + + + + + + + + + + + +` + +"''� 40 ,d 0 0.0 0.0 0.0 0.0 0.1 0:1 0.2 0.5 0A 0.2 0.1 0.1 0.1 0.2 0.5 0.9 1.0 2.2 2.d---0.9 0.9 0 5 0 2 0.3 0.6 0.9 0.9 1.2 1.2 1.0 0.9 0.5 0.2 0.2 0.2 0.4 0.7 1.0 0.9 0.9
i +0.0 b.Q +o.0 +0.o +0.0 +o.o + .0 +o1 0 o +o.o +0.0 +0.0 0.o +o.o +0.0 +0.0
+ + + '+ + 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0:1 0.1- 0:3 0.7 0.7 0.7 0.4 .a.2' d.1 0.1 0.2 _D.5-'9 IB 1.4 , 3 1 2.7 1 0 0 8 10.5 0.2 0.3 0.6 0.8 1.5 2.7 1.7 0.8 O.8 10.5 0.2 0.3 0.3 0.3 0 6 10.18 0.7 0.5 4
i 0.0 QD 0.0 0.0 0.0 + + + +: + + + + +
0 AR(025 02 t.1 0.0 00 0:0 0.0 0.0 0.o O.o 0.0 0.0
+ + + + 0.0 O.O 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 2.2 ,�.2 1.1 0.9 0.7 0.4 0.2 0.1 0.2 0.3 0.4 0.7 2.0 1.4 0.8 0.7 0.4 Q.1 0.3 0.6 b 7' `2 tY' !�3.7,.,,..2 1 0.8 10.7 0 � 0.3 0.5 0.5 0.5 0.6 +0.6 0.4, 0.2
o.o a�a o.o o. �R 2 AR 25 - 0 1 0 o +0.0 ,+b 0 +0.0 +0.0 0`o a o 0
b.0 0.0 +' +0.0 0.0+0.0 +0.0 +0,0' +0.0 +0.0 +0.0 +0.1 +0.3 +1.0 +2.9 3@3+0". J 0.9 +0.6 +0.3 +0.2 0.1 +0.1 +0.1 +0.1 +0.2 0.2 +0.3 +0.3 +0.2 0.1 0.2 +0.3 +0.4 0.7 +1.5 1.0 +D.7 +0 6 0 3 0 3 0.7 +0.9 +0.8 0.8 10.16 +0.3 +0 0.1 '+0.0 +O.a 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0:0
+ + + + + } + + + i 10,
10.
+ + ' + + + + + + + + + + + + + + + + 10
+ f + + + + + + + " '+ + + + + +
+ + 0.0 0:0 0.0 0.0 0:0 0.0 0.0 0.0 0.1 0.3 Oa' 0.8 1.5 j.9, 1.2 1.3 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0,2 0.3 0 3 0 5'' O.J.. 1.0 0.8 0.9 0.7 0 2 0 0'
0.0 ,0:0 .0 + + +" + + + + + + + +
0 0 0.0 0,0 0.0 'o 0.0 0 0 O.o, 0.0 0.0 0.0
0.0 0.0 0.0 , 0.0 O.0 0.0 0.0 0.0 0.1 4,/ 0.5 0.8 V.8 1.1 1.3 1.7 1 8 0.6 1.2 0.5 0.2 0.4 0.6 0.3 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.3 a.7"•.+1:2 1.2 +1.7 1.4 +0.6 +0
+o.0 +0.o + .0 • AB pQ 14.5' +0,0 +0 0 +D.o 0.0 +0,0 +0.0 +0.0 +0.0 +0.0 +0.0
+ + + + + + + +0.0
+: + + +" -+ + + + --- •_ + -b.
+ + A0.5
+ + + + + + + + + + + + + + +' + + -+ + `+ PROPERTY LINE
' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 '0.0 0.1 0 3„'0,6 0.9 0.9 0.8 1.2AB 14.5' 0.9 O:1 9 7� 2,7. 0 5 7i0 1.2 1.2 1.3 0.4 1.1 0.5 0.5 1.0 0.4 0.1 0.1 0.1 0.1 0.4 0 8 1.4 1.7 3.4� 3.0 0.5 +1
AB 1 4 5 AR @ 25 0.1 0.0 4,0,% 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0
+ + + + + + + + AB@12.5' AB@14.5'• + + + ,
0.0 0.0 0.0 0.0 0.1 0.1 0 1 S 1 0.1 0 1 d:2 0.4 0.7 0.6 0.5 O.a 0.5 1.1 ) gg 1.2 ♦�9.2 1.2 0.2 0.1 0.1 0 2 0.5 0.8 0 9 1.2 2 3 1.8 0:2
0.0 0.0 0 0 AB @ 1 + + + + +- lb.
+ +'+ + +o.o
0.0 0.0 00 0.0 0.2 0.4 0 5' 10.5 0.4' ,0.4 0.3 0.2 0.4 0.3 0.7 3)J:B @ 1 2.5' 0.1 0.1 1.7 0.7 0.2 0.1 0.1 0 2 0.5 0.8 0 9 - 0.8 1.9 0.6 /0.
+0.0 +0.0 0 0 0 0 +0.0 t10.O +0.0 0 0 0.0 0.0 `+0.0 +0.0 +0.0 .
PROPERTY LINE + + + + AA
+ + + + + + + + + + + + + + + + + ' + + + +'+ + + '
0.0 0.0 0.0 0.0 0.2 0`.7 0 8 0 8 0;8' 0.6 0.3 0.1 0.2 0.2 0 4 1.3 0.3 0.2 0.5 0.3 0.1 0.1 0.2 O'4 0.$ 0.6 0,7 0.8: 0 8 0.3 0
+0.0 +0.0 +0. + + + + +0.0 + - + + + 0 +
0.0 0:0 0.0 0.0 0.� 0 +o.o 0.0 0.0 0.0
0.o +o.0 0 o +0.1 0.3 +.0 +1.1 0 8 +1 0 +0.6 +0.3 0.1 0.1 0.1 0 4 0.4 +1.3 +0.6 +3.3 +0.6 +0.1 +0.1 0.3 +0 5 "`fj 6 +0.7 +0.7 +0,�1 +0,5 0:2
+0.0 0.0 +0. pq ♦ AB @ 12.5' +0.0 0.0 +0:0 +o.0 0 o 0.o 0.0 +o.o +0.o +0.o +O.o
0.0 0.0 0.0 0.1 0 5 8 2:7 1.3 1.3 0.7 0.3 0.1 0.1 0.2 1.1 4.3- 0.8 0.3 0.1 0.1 0,3 0.7 1 0 0.9; 0.9 6.7 0.3 '0. + :1 + + + + + + + + +
0.0 O.d +0. 0:0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 16.1 10.16 �-9 2.9 1.4 .1 3 0.7 0.3 0.1 0.1 0.1 0.4 0.4 0.2 0.1 0.1 0.4 0.8 ' 1 1 0.9 1.2 0.9% 0.2 1
0.0 0.0 0. + + + + + +0.0
+ + + + +
+ + + + A0.5 + + + +; + + + + + + + + + + + + + + + + +
0 1 O.Q 0.0' 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0'
0.0 0.0 0.0 0.1 1.1 1.2 0.9 1.2 0.7 0.3 0.2 0.2 0.2 0.2 • 2.1 0.3 0.1 0.2 0.4 1 0 ' 1 6 1.J 3.'` 2.3 0.2
+0 0 +O d +0`
AB @ 12.5' AR @:2 + + } 0 1 0.0 0+ + +0.0 + + + + +:o a.o o.o 0.o Q.o o.o o.o o:o
0.0 0.0 0.0 0.0 0.4 09- 0.9 0.9 ' 1.0 0.9 0.6 0.5 0.4 0.5 1.1 0.8 0.3 0.2 0.3 0.7 1.31 7 1.9 2.9 2.1 ' 0 2
+0.0 +0.0 +0. 111 @ 14.5' AA @ 12.5' 5� 0.1 +0 1 0,o +0.0 +0.o +0.0 +0.o 0.0 +0.0 +o.o +o.o 0.0
0.0 0.0 0.0 0.1 0.3 0.5 0.6 0.6 0.9 -.1_Q 0.9 10.9 0,9 1.1 12.1 2.3 1 7 ,. �1A @ 1 2 5' 0.5 0.3 0.4 0.6 1.0 1.5 1 6 1;9 1 2 O.J + + " + + + + + + + +
o.o 0.0 0. AA @ 12.5' 01 +0.0 o.a o.o o.o o.o o.o 0.0 0.0 0.0 0.0
-0A 0 0 0.0 0.1 0 1 O:1 0.2 ._0.3 0 6 0.9 1.0 1 1 1.5 1.4 1.3 1.2 1.7 2.7 3.6' 4.4 4.5„.4 2 2,6'f L2 1 3 0 +. 1.7 0.7 0.8 1.1 1:4 1 6 _1,7 + + ' + +;
AA 12.5
0.0 +o.o o.a @ AB 14.5' + + +0 + f +
ys"" 2;;y @ y.@+2 o.t o.o o:o o.o o.o " o.o o.o :o o.o o.o o.o
0 0 0.0 0.0 0.0 0.0 0.1 0.1 D_4 0.8 0.8 1 6 2.0 1.1 0.9 0.8"' 0.8 10 1.1 1.5 1.8 1.7 1.4i.9 % 'i9 2.4 +3.6 3:9 +3 II 25, „'f.6 1.0 1.1 1.5 >1.5 1.5 1 3. 1.1 0.8 + 4
+ + + + + + + + + + +
o.o +o.o o.o, + .o yS„@ 2 *. „ yS Q 2, 0.3 0.1 ,o o- 0.o o.o 0 o o.o +o.o , o.o o.o o.0 0.o
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0_$ 1.0 2 6 3.4 1.5 0 9 0.8_ 0 7 0.9 1.1 2.4 2.4 1.0 0.9 0.7 4.9 33 3 1.2 `Y.0 1,4 1.4. 1 3 1.3 1.2 1.1 1.0 1.4 3.0 12.5 „'i 2 0.8 0;4
+ + + - + + + + + +
+o.o +o',o +a.a _+o o AI @+25 Y_S-@ 2 yg @ 2' AR" @+25' 0.1 0.1 a.a o.o o.a o o a.o +o.o o.o o.o +o.o
+QO "O.A- 0,0 0.0 0.0 0.1 0.2 0.4 0.7 1.6 2.3 1.1 0.8 0.6 0.6 0:8 t.3 3:1R 2_ 1.2 O 9- 0 6 0.4 0.7 0.8 1.6 3.1 2:1 0 9 1.4 0.8 0.8 0.9 1.3 2:J 3.4 - 0.8 0.3 0.
0.0 +0.0 +0.0 +o. AR 25 +Ozo +0 0 0.0 0.0 +0.0 +o.o +0 o +ao +0.0 +0.o +o.o
0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Q.1 0.2 Q:2 0.3 -0.4 0.4 0.3 0.3 0.5 1.3 1.2 0.8 0.7 0.4 0.3 0.5 0.7 1.7 .$ `2°3"''f}:8 "0 $,,,Q.6 0.6 0.$ 0.8 1.2 Q:8 0.2 0.1 0
0.0 0.0 00 0.0 + + + + '0.0 + + +0.0 + +0.0 +!
AR @ 25 -'" a,o o.o 0 0 0.0 0.0 0:0 -, o.o a.o 0.0
PROPERTY LINE + + + + + + + + + + + + + + + + a +
0 + + 1 +0.1 +0.1 +0.1 0.1 0.1 0:1 0.1 0.1 0.1 0.2 0.3 0 2 0.2 0.2 0.3 0.5 1.o 0.8 0 6 0.5 0.3 0.3 0.5 .0:5 0.3 0.1 + + + + ; + + +o.o + + + +0.0 +
O.0 o.0 --0,0 O.o a.o :0.0 0.0 O.D 0.D _ O-D __O.o 0,0 0,0 -- 0.0 0 0 0 Q 0.0 ab 0.0 0 o 0,0 0,0 0.0 +0.0
0 0 0.1 0:1 O.a O 1 ,,,0 1 0.1 0,1 0.1 0.2 0.2 0.1 0.2 0.2 PROP+FRTY�INE ' + + + + + + + + + + +- + + +o.o + + + + + + + + + + + + +
0.0 0.0 0.0 0.0 OA O:O 0.0--Q.0 0.0 _ 0.0 0.0 II.0 -0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0" 0.o 0.0 ,o.o ,o.o ; 0.0 +0.0 +0.0 0.0 +0.0 +a'O +0.0 +0.0 +0.0
- PROPERTY LINE + + + +
+ + + + + + + + + + + + + + + + + + + + + + + +0 + D+ + 1 + + + + + / + + + + + + + +
O.o +o.o , o.o o.o o.o o.o +o.o o.o o.o O.o O.o +o.o o.o o.o o.o o.o o.o 0:0 O.o--Oa +o.o +o.o o,Q_ o.o o.o +o.o o.o o.o O.o .o o.o o.o o.o O.o 0.0 0.0 0.0 0.0 �.o a.o -oo o.Q 0o a.o` o.o o.o o.a;;�.o o.o +o.o o.o O.o o,Q
0:o 0.o +o.0 +0..0 +O.o +0.0 +0.0 +o.o +0.o +0.o 0.0 +0.o +0.o +o.0 0 0 +o.o +o.0 +0.0 +0.o to +0.0 +0.0 +o.o +O.o 0.0 +0.0 0 o O.o 0.o +0.0 +0.0 +0.0 0.0 0.0 +G,o +0 o +4.a', 0.o O.o +0.o +0 o +0.0 0 0 +Q.-:o +o.0 +0.o 0.o 0.0 +0:0 +0.0 +0,o 0.0 .0.0
0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.a 0:0 0.0 0.0 0.0 O.o 0.0 +0.0 0.0 0.0 +0.0 a0 0.0 +0.0 0.0 +0.0 0.0
0.0 +0.0 a0 0.0 0.0 +0.0 +0.0 +0.0 `0:0 +0.0 +0:0 0.0 +0.0 +0.0
C
9aA3(90
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
W
U)
W
~
Q
�
O
Z
w
Z
ZV
W
�
Z
W
275
JU
a
V)
Z
Z
=
W
U
U
0
2
U
ui
0
w
rn
0
z
PROFESSIONAL OF RECORD
PHONE: 314-321-1100
Job Na'.
915494
Permit
Date'
Bid
Date:
Scale:
NONE
Drawn
HS Checked:
Sheet No.
E0.1
Luminaire Schedule
Symbol
Label
Quantity
Manufacturer
Catalog Number
Description
Lamp
Number
Filename
Lumens Per
Light Loss
Wattage
Lamps
Lamp
Factor
15
COOPER
XTOR2A-WT-WITH
LUMARK CROSSTOUR LED
1
XTOR2A-WT-
1425.861
1
21.4
/4B
LIGHTING -
LUMARK
XTORFLD-XXX
���
LUMINAIRE WITH FLOOD KIT - I
20W - 5000K WITH SPECULAR
REFLECTOR, CLEAR LENS AND
XTORFLD.ies
f
ALUMINUM HEATSINK.
8
COOPER
SQS-42-CF-FR
SOLAS SQUARE SCOOP BLACK
ONE - SYLVANIA
1
SOS-42-CF-
3200
1
45
YS
LIGHTING -
STEPLIGHT WITH FROSTED LENS
CF42DT/ElIN/841 - 3200
FR.ies
INVUE
LUMENS - 42 WATTS
-
5
AMERICAN NAIL
LA 4421 40W LED T3 5K
16-1/2"L. X 16-1/2"W. X 33"H.
1
AA-LA4421-
3151.853
1
39.89
PLATE LIGHTING
LED POST TOP FIXTURE 35 5000K
40wLED-T3-5K-
LEDS WITH TYPE 3 OPTICS
L06124605R01.IE
12
COOPER
VTS-BO5 LED-EI-SL4
VENTUS LED SITE LUMINAIRE (5)
105
VTS-B05-LED-E1-
106.3908
1
124
LIGHTING -
LIGHTBARS WITH AccuLED
SL4.ies
McGRAW-EDISON
OPTICS -TYPE 4 W/SPILL LIGHT
CONTROL ABSOLUTE
❑
Cl
AR
PHOTOMETRY IS BASED ON
CALIBRATION FACTORS CREATED
❑
USING LAB LUMEN STANDARDS
IN GONIOPHOTOMETERWlTH
TEST DISTANCE OF 28.75 FEET
MCORAW-EDISONw "" "' "` ° •'^ w.'..,,,...^
EA - _ rWY11HOW 6M
PoM1 wW °w raf _ _ _
M+i l,mw V w"u,YwW uerc. •_ 'N'' -.- i .... +m.� -�
Ni �®
wM
C w - n".wdw.cill
IM11-1 lot w
G W d^ vnVIs
olow
w
ww w u� °' .. __
qll Till-
V w Vre M1. - :smmM,:e ex`+L MHANf w v .. . _.... wy
„n
ILin
1
ww
Cooper Lighting ».
.,rz.n ...:......, 'I w.a,., Cee,Lighting ,,,.K ......,,..., ....,... . ",",., Cooper Lightirq :..
:.. 62.N {v,n., ..v..w.vw.. ,w.......... c,a.:xu.,
INVUE
-_.._._8__ PRF]If•ffi14RY DRAWING *.anusw.:,, I.M1x.a+.�,.m.:wn -
INNOVATIVE 811ElAX RRhpD�,Fd{A�r .w"n..+.. <,«.m ws<ar 044 4
uAnl
_..... .... WiY. ___. ..! --....
0 Erz i/ ......:wren,.n„ pre-°.. •w,..,,,,aaw ..,w. Mw«rv,:°Iw.^.,ems. > ..,...,. .._,,...,,.._.......-:.,.,...........,.-..,....:,...,»_�..,�...,..M,_�_.
SOS SOF
SOLAS SERIES "". "`."-'...-_`^^...•'..-^^^-^^
- nr:omwhwumNucawunue .::r SQUARE
i
mewo: ...,.,..w.,..:.....w.,e. w.....,..w.,.....:...
___ .._` ,e..eew :a...
WY iM1w.nE'JRMiF61 w:v. b'w N.. w
'YAm•W.wnm. m °) .. n:.v.,...w.....o-uawwm.m.,....m....«.:....ir...
..... ,,. ., w.N.L,,.:w..,.
I . pl W voev w,w COMELIANT' I f0p"^
-vim ...E - J
. a ...._
ANPLlghfing - � Ly f m,
INII61 EapBIHWTINe � u
9044 DEL MAR - MONTCIAIR, CA - 91763 m v I4 - _
0
WALK MMflutbnr Mmdrvw w..nyw,..... Jw ,nwe.. x:vrn,. orru LwOrL J:W Mr flWlkwM,u eJ D�hmmbn ew�bN!ar.an"m� m"u.ru+,o.,sw: roamxnanrn nl
LUMARK" '�'^^�-^•'^
m>
Nm�°:wwww. =Efl »o:w..,.wo,aw....--
w
._
.
dWM:, .nV+fa :BNP m n °n'G W eu:s.rvu
]Ow:cvb:. Yaem%.q:pu[.n mo.Mti9srere1E0 IDW. I.O t.)V
nx Man.,bw.MM, nmN •I.XT¢
�eIN- it"r - T c XTON ...,ow.._ .
-4nn0" Hm'OCRorSIT
OUR LED
".
III)q,rl)Itu
fw 1 AR FIXTURE DETAIL
EO,'2 NO SCALE
..,.
PRELIMINARY PHOTOMETRIC PLAN INFO.
Hill
2-9
r
-
Luminaire Locations
Location
Aim
No.
Label
X
Y
Z
MH
Orientation
Tilt
X
Y
Z
45453.5
15104.E
45453.5
15104.E
1
AA
12.50
12.50
180.00
0.00
0.00
3
5
3
5
45426.E
15107.2
45426.E
15107.2
2
AA
12.50
12.50
180.00
0.00
0.00
1
1
1
1
45398.4
15109.7
45398.4
15109.7
3
AA
12.50
12.50
180.00
0.00
0.00
1
7
1
7
45555.8
15095.E
45555.8
15095.E
4
AA
12.50
12.50
185.18
0.00
0.00
2
7
2
7
45579.1
15093.E
45579.1
15093.E
5
AA
12.50
12.50
182.95
0.00
0.00
5
2
5
2
45605.2
15093.4
45605.2
15093.4
4
AB
14.50
14.50
90.00
0.00
0.00
2
0
2
0
45608.E
15139.7
45608.E
15139.7
5
AB
12.50
12.50
90.00
0.00
0.00
4
2
4
2
45612.7
15185.0
45612.7
15185.0
6
AB
12.50
12.50
90.00
0.00
0.00
5
9
5
9
45617.1
15225.8
45617.1
15225.8
7
AB
14.50
14.50
90.00
0.00
0.00
4
7
4
7
45614.4
15229.1
45614.4
15229.1
8
.AB
14.50
14.50
0.00
0.00
0.00
3
2
3
2
45575.0
15231.7
45575.0
15231.7
9
AB
12.50
12.50
0.00
0.00
0.00
0
4
0
4
10
45535.7
15236.2
45535.7
15236.2
AB
4
1
14.50
14.50
0.00
0.00
4
1
0.00
11
45513.0
15175.E
45513.0
15175.E
AB
6
6
17.00
17.00
0.00
0.00
6
6
0.00
12
45501.5
15239.2
45501.5
15239.2
,vii
5
8
14.50
14.50
0.00
0.00
5
8
0.00
13
AB
45461.9
15242.3
12.50
12.50
0.00
0.00
45461.9
15242.3
0.00
8
1
8
1
45410.8
15246.E
45410.8
15246.E
14
AB
12.50
12.50
0.00
0.00
0.00
4
2
4
2
45372.7
15250.8
45372.7
15250.8
15
AB
14.50
14.50
0.00
0.00
0.00
3
8
3
8
16
AB
45366.5
15212.7
45366.5
15212.7
12.50
12.50
270.00
0.00
0.00
5
3
5
3
17
�-
AB
45362.7
15170.E
45362.7
15170.E
7
9
12.50
12.50
270.00
0.00
7
9
0.00
18
AB
45357.5
15115.E
45357.5
15115.E
5
9
14.50
14.50
270.00
0.00
0.00
5
9
1
AR
45212.5
15164.1
25.00
25.00
95.00
0.00
45213.7
15164.0
0.00
5
5
9
4
2
AR
45501.4
15314.1
25.00
25.00
10.00
0.00
45501.E
15315.3
0.00
5
2
6
5
3
AR
45646.9
15301.5
25.00
25.00
10.00
0.00
45647.1
15302.7
0.00
0
3
2
6
4
AR
45779.E
15241.1
25.00
25.00
290.00
0.00
45778.5
15241.5
0.00
9
0
2
3
5
AR
45748.2
15134.5
25.00
25.00
270.00
0.00
45746.9
15134.5
0.00
1
7
6
7
6
AR
45558.2
15034.1
25.00
25.00
10.00
0.00
45558.4
15035.3
0.00
2
1
4
4
7
AR
45428.2
15046.1
25.00
25.00
10.00
0.00
45428.4
15D47.3
0.00
2
0
4
3
8
AR
45311.E
15057.0
25.00
25.00
10.00
0.00
45311.9
15058.3
0.00
8
7
0
0
9
AR
45405.E
15439.3
25.00
25.00
165.00
0.00
45405.9
15438.1
0.00
6
1
9
1
10
AR
45321.5
15299.9
25.00
25.00
140.00
0.00
45322.3
15299.0
0.00
5
7
6
1
11
AR
45828.1
15376.2
25.00
25.00
250.00
0.00
45827.0
15375.8
0.00
8
6
0
4
12
AR
45688.8
15050.E
45688.1
15051.E
2
1
25.00
25.00
325.00
0.00
0.00
0
4
1
YS
45526.3
15075.2
2.00
2.00
141.45
0.00
45526.3
15075.2
0.00
1
9
1
9
2
YS
45525.0
15076.8
2.00
2.00
320.92
0.00
45525.0
15076.8
0.00
6
5
6
5
3
YS
45511.7
15068.7
45511.7
15068.7
0
0
2.00
2.00
169.88
0.00
0.00
0
0
4
YS
45511.3
15070.E
45511.3
15070.E
7
7
2.00
2.00
349.88
0.00
0.00
7
7
5
YS
45495.7
15070.0
45495.7
15070.0
5
1
2.00
2.00
199.18
0.00
0.00
5
1
6
YS
45496.4
15071.9
45496.4
15071.9
1
0
2.00
2.00
19.23
0.00
0.00
1
0
7
YS
45482.4
15078.9
45482.4
15078.9
2
0
2.00
.00
227.99
0.00
0.00
2
0
8
YS
45483.9
15080.2
]2.00
45483.9
15080.2
1
3
2.00
48.31
0.00
0.00
1
3
Statistics
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
Avg/Max
CLA Property
+
0.5 fc
33.3 fc
0.0 fc
N/A
N/A
0.0:1
Outside CLA Property
-�
0.0 fc
0.3 fc
0.0 fc
N/A
N/A
0.0:1
C
9G°Q
O
10877 WATSON ROAD
ST. LOUIS, MO 63127
PROJECT
MANAGERS
I..L
L1J
LLJ
O
Z
z
w
z
Z
w
w
wU
Q
J
3:�
�
Q
Z
=
�U
U
2
U
w
F-
ui
0
Z
PROFESSIONAL OF RECORD
PHONE: 314-821-1100
Job No
915494
Permit
Date:
Bid
Date'
Scale'.
NONE
Drawn:
HS
Checked'.
Sheet No.
E0.2
I / 1
EArBUFF e
y F Y�RDI
I I i f �•
s
0
r
L
a
TRUNK HIGHWA
a,a
m.
,
u._.
_..... ;'
s
i
[f � ?; 0 50' 75' 100, Know Whars below.
SCALE IN FEET C Ca I I before you dig.
EXISTING
I �6
PROPERTY MONUMENT
HYDRANT
UNKNOWN MANHOLE
s
I
CONCRETE,
GATE VALVE
CONCRETE CURB
1�?
CATCHBASIN
FENCE
CATCHBASIN
q
- - -
OVERHEAD ELECTRIC
LIGHT POLE
---
GAS METER
UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
WATER
""
TELEPHONE BOX
---
GAS
WATER MANHOLE
SANITARY SEWER
;
SANITARY MANHOLE
'
RIGHT OF ACCESS
STORM MANHOLE
ELECTRIC METER
jl:3
EX. CONTOUR
ELECTRIC BOX
EX. SPOT ELEV. GUTTER
f
ELECTRIC MANHOLE
EX. SPOT ELEV.
X
POWER POLE
i
f
s
LEGEND
LANDSCAPE REQUIREMENTS
AREA
JEQUIREMENT
REQUIRED
PROVIDED
UILDING FOUNDATION
OVERALL
ILANTING AND DUMPSTEfl
YES
YES
GREENING REQUIRED
SF OF LANDSCAPE AREA PER
52,088 SF OF VEHICULAR
SF OF PARKING LOT
00 SF OF VEHICULAR USE
SE • .08 = 4,967 SF
,016
LANDSCAPE PROVIDED
PARKING LOT
%REA
REQUIRED
TREE R 250 SF OF,967
EQUIRED PARKING LANDSCAPE
SF/250 = 20 TREES
0 TREES PROVIDED
REA
REQUIRED
BTH STREET BUFFER YARD
PE B 30' WIDTH = .4 PLANT
0 EXISTING CANOPY TREES
NITS REQUIRED (1 CANOPY
CANOPY TREES, 16
RESERVED
REE5,2 UNDERSTORY TREES
UNDERSTORY TREES AND
16 UNDERSTORYTREES
AND 2 SHRUBS PER 100 LF) •
6 SHRUBS
PROPOSED
16 SHRUBS PROPOSED
42 LF
EXISTING CONIFEROUS
IGHWAY 5 BUFFER YARD TYPE
TREES PRESERVED
B 30' WIDTH = .4 PLANT UNITS
5 CANOPY TREES, 10
3 CANOPY TREES
REQUIRED (1 CANOPY TREES, 2
LINDERSTORY TREES AND
PROPOSED
NDERSTORY TREES AND 2
10 SHRUBS
10 UNDERSTORY TREES
SHRUBS PER 100 LF) • 528 LF
PROPOSED
10 SHRUBS PROPOSED
ANDSCAPE
UFFER
ALPIN BLVD BUFFER YARD
PE B 20' WIDTH = .8 PLANT
0 CANOPY TREES
NITS REQUIRED (2 CANOPY
0 CANOPY TREES, 15
PROPOSED
TREES, 3 UNDERSTORY TREES
UNDERSTORY TREES AND
15 UNDERSTORY TREES
AND 5 SHRUBS PER 100 LF) +
6 SHRUBS
PROPOSED
26 SHRUBS PROPOSED
16 LF
1
EST PROPERTY LINE AT THE
OND BUFFER YARD 25' WIDTH
PE A = .4 PLANT UNITS
UNDERSTORY TREES
TORY TREES
REQUIRED 0 UNDERSTORY
AND 3 SHRUBS
PROPOSED
TREE AND 1 SHRUB PER 100 LF)
3 SHRUBS PROPOSED
261 LF
— — — — SHADE STRUCTURE
— - - - - - - — PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
6" CONCRETE HEADER
24" CONCRETE HEADER
......... games 4' AGE SEPARATING FENCE SYNTHETIC TURF
12' TENNIS COURT FENCE
STAMPED CONCRETE BOARDWALK
r
EXISTING TREE
LANDSCAPE SCHEDULE (TREES)
LARGE TREES
QTY.
COMMON NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
BOTANICAL NAME
9
HACBERRY
CELTIS OCCIDENTALIS
BBB
3" CALIPER
SEE PLAN
13
CHINESE ELM
ULMUS PARVIFOLIA
BBB
3" CALIPER
SEE PLAN
10
HONEY LOCUST
BBB
3" CALIPER
SEE PLAN
Gleditsia triacanthos inermis
14
GOLDEN ASH
' Fraxinus exelsior Jaspidea'
BBB
3" CALIPER
SEE PLAN
5
NORWAY SPRUCE
3" CALIPER
Picea abies
B&B
T HEIGHT
SEE PLAN
ORNAMENTAL TREES
QTY.
COMMON NAME
BOTANICAL NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
AUTUMN BRILLIANCE
15
SERVICEBERRY
AMELANCMIER X GRANDIFLORA
BBB
2" CALIPER
SEE PLAN
'AUTUMN BRILLIANCE'
23
PRAIRIE GOLD ASPEN
POPULAS TREMULOIDES 'NE ARB'
B&B
2" CALIPER
SEE PLAN
FLOWERING CRABAPPLE
16
BRANDYWINE
BBB
2" CALIPER
SEE PLAN
MALUS 'BRANZAM'
3
SUN VALLEY MAPLE
ggB
2• CALIPER
SEE PLAN
ACER RUBRUM 'SUN VALLEY'
3/Z0/2215 FIRST CITY SUBMITTAL
NO. DATE DESCRIPTION
REVISIONS
PROJ#28660 416115 DPOR MAP MMP MMP
CEI PROJECT NO. INITIAL DATE DPOR PM DES I DRW
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
q 4 LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIEN77STS
3030 LBJ Freeway, Suite 100 (972)488-3737
CITYOPCHANKeSPEN Dallas, TX 75234 FAX (972)488-6732
APB 0 7 2015 CHILDREN'S LEARNING ADVENTURE
GALMN EL VD 6 HIGHWAY 5
CwWA9OPLAN NODEFS' CHANHASSEN AANNES®TA
REV
OVERALL LANDSCAPE PLAN 3/2WATE SHEET NO.
L6
REV-0
© 2015 CEI ENGNEERING ASSOCIATES, INC
Know what'sbelow.
C cl I I before you dig.
,. \ `\-a►�•i•i•i•i•®•�•�•®•�®�•�•�•�•�•�•�•�•�•+•�•�•�•�•�• •�•�o�•�•�•w•�••iwiwiwiwiw�wiwow®=iwiwiwiwiwiwiw�=iwiwrwiwiw�wi-�,�. /
�021 I 10 1�
,� �� •••�•�o®•®•�•�s�•�•iw®wiwawiwswiwiwiwiwiwiwiwiw�ws iwiwiw�wiwi=iwi iwiwiwiwiwiwiwi=iwiwiwiwiwiwiwiw�w•wiwiwiwiwiwiw�ws�
1W 1W, 1W, 1W, I
MRS, 6 10,
MEMBERS!*
Re, Ima Rem' ZMAWINNAMEROMWALWALS
L
I
SUMMER
V VMS MGM
r MINIMUM 1 1 1*" 1 0" f W 'N' gx4m
III or,
I F -0-0- - -11 kammmamw 1 IN PAMIRM 19121 A RM
26FAVOMARlill
11492 IN see W,
Mmaxamax4f, k,•VWXMI, L
AL 1114 91 WROMIUmmams" IST202ii
W W Wto
1232525 v
w�wiwiwiwiy / w••w -:
KIII
MAI
,14V W,
I R W" W'SOT AM
INVAVA,
IRISH# 49RI
IF A -64
ILI Aft
1 1 "W MAD MAI 6
-TAfiI A
J:" MAI
TIM!
FYI V,
ZZ Lw,•mm -
IN
IP
&WALI:k
0�v I N
Mfla-sl
L
ON =1,NI11F-
IR ------
=MMM-M-Riks .0
ME
I •
1� of A
EIJIJIJMAR��417� XII
UAVA M-1
3
n
a
c
F-
_ a_ „.
{
..�
m, ^+m
SCALE IN FEET
r
EXISTING
b-'-. PROPERTY MONUMENT y HYDRANT
e _
_ _ ... _ PR
? i .✓j a ,. _ 3? UNKNOWN MANHOLE
CONCRETE
�� "y b - GATE FVALVN
ry CONCRETE CURB CATC BAST
f z r FENCE CATCHBASIN
OVERHEAD ELECTRIC,. LIGHT POLE
UNDERGROUND ELECTRIC GAS METER
UNDERGROUND TELEPHONE TELEPHONE MANHOLE
3( gt ,;e — _ WATER TELEPHONE BOX
° GAS °s WATER MANHOLE
SANITARY SEWER SANITARY MANHOLE
;�;,�RIGHT OF ACCESSF.
E
, ,.. ��g k ` ,�m � ELECTRIC MET
rUR
UTTER
STORM MANHOLE
„'- ^, „ ELECTRIC BOXER ��: �:. EX. SPOTOELEV�G
..._... f 1 — ..
r Wit, "* � ELECTRIC MANHOLE EX. SPOT ELEV.
�.
T ,. .r POWER POLE
�'e E
/
Y
.,zz
f
t /
�
3
f / t , "
,1
5"
j.
r
t
f
2
J �
^,n
.r
p �a
�3
r fit`, e f` - *a.•,.,� ry r
r-, . .J _
5
F
{
r
9
I
'
1
■■ 0
0 ■r"w■■.
REFER TO SHEET L6.1
q 1 ✓! r
LEGEND GENERAL NOTES REFER TO SHEET L6.3 FOR SHRUB PLANTING
SHADE STRUCTURE 1. REFER TO SHEET L1 FOR NOTES.
REFER TO L6.4 FOR KEY PLAN
........ — PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
6" CONCRETE HEADER DETAIL
24" CONCRETE HEADER 50A TREE PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5311 AND 5310 ON SHEET L6.4
3/20/2015 FIRST CITY SUBMITTAL
.............. SYNTHETIC TURF NO. DATE DESCRIPTION
i 4' AGE SEPARATING FENCE � , � NOTES Q REVISIONS
' - PROJ#26660 1 416115 DPOR MAP MMP
— — — 12' TENNIS COURT FENCE to GRASSED AREA CEI PROJECT NO. I INITIAL DATE DPOR PM I DES
LIMITS OF EMERGENT WETLAND SEED MIX SHALL BE V ABOVE AND BELOW MEAN POND WATER
18 LEVEL Engineering Associates,
E { @@ ' 3 € r� { {{ I STAMPED CONCRETE BOARDWALK
{
$" (� i
ENGINEERS PLANNERS S
i LANDSCAPE ARCHITECTS • ENNRONMENTAL
EXISTING TREE
4�
0 20' 30' 40'
SCALE IN FEET
EXISTING
now what's below.
C a I I before you dig.
PROPERTY MONUMENT
�"
HYDRANT
--------------
;
C
UNKNOWN MANHOLE
CONCRETE
GATE VALVE
CONCRETE CURB
Ga
CATCHBASIN
FENCE
CATCHBASIN
OVERHEAD ELECTRIC
a
LIGHT POLE
----- -
--...---- UNDERGROUND ELECTRIC
GAS METER
- ---
--- UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
---
WATER
TELEPHONE BOX
-----
GAS
WATER MANHOLE
-
---------- SANITARY SEWER
SANITARY MANHOLE
RIGHT OF ACCESS
STORM MANHOLE
>;
ELECTRIC METER _
EX. CONTOUR
ELECTRIC BOX
%. R-,5 2,,,G
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
EX. SPOT ELEV.
POWER POLE
LEGEND
— — — — — SHADE STRUCTURE
- -' - - - - - PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
6" CONCRETE HEADER
24" CONCRETE HEADER
"......••••• 4'AGE SEPARATING FENCE SYNTHETICTURF
I T TENNIS COURT FENCE
STAMPED CONCRETE BOARDWALK
GENERAL NOTES
1. REFER TO SHEET L1 FOR NOTES.
DETAIL
50B SHRUB PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5309 ON SHEET 1-6.4
50Q STEEL EDGING
LANDSCAPE SCHEDULE (SHRUBS)
COMMON NAME
QTY.
BOTANICAL NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
10
LILAC
SYRINGA VULGARIS 'SENSATION'
CONT.
7 GAL.
36" O.C.
BOXWOOD WINTERGREEN
258
BUXUS SINCA 'WINTERGREEN'
CONT.
5 GAL.
36"O.C.
FRAGRANT SUMAC
148
RHUS AROMATICA 'GRO-LOW'
CONT.
5 GAL.
36" O.C.
DWARF BRIGHT GOLD YEW
192
TAXUS CUSPIDATA 'DWARF
CONT.
5 GAL.
36" O.C.
BRIGHT GOLD'
EULALIA GRASS
249
MISCANTHUS SINENSIS
CONT.
3 GAL.
SEE PLAN
'SARABANDE'
111
RED TWIG DOGWOOD
'ALLEMANS'
CONT.
5 GAL.
SEE PLAN
CORNUS SERICEA
SNOWMOUND SPIREA
281
SPIRAEA NIPPONICA 'SNOWMOUND'
CONT.
5 GAL.
36' O.C.
101
WINTERBERRY
'NANA'
CONI.
5 GAL.
36" O.C.
ILEX VERTICILLATA
259
CAMPACK INKBERRY HOLLY
'COMPACTA'
CONT.
5 GAL.
36" O.C.
ILEX GLABRA
329
HAPPY RETURNS DAYLILY
'HAPPY
CONT.
I GAL.
18" O.C.
HEMEROCALLIS RETURNS'
PURPLE CONEFLOWER
194
ECHINACEA PURPUREA 'KIM's
CONT.
I GAL.
18, O.C.
KNEE HIGH'
SEASONAL COLOR
REFER TO SHEET L6 FOR TREE PLANTING LOCATIONS
REFER TO L6.4 FOR KEY PLAN
NOTE TO CONTRACTOR:
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
CONTRACTOR IS TO SEE DETAILS, MANUFACTURE SPECIFICATIONS AND
HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT.
CONTRACTOR TO CONFIRM LAYOUT OF BUILDING AS IT WAS INTENDED
PRIOR TO COMMENCEMENT OF PLAYGROUND LAYOUT. IF DISCREPANCIES
OCCUR, CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO
PLAYGROUND LAYOUT.
3/20/2U15 FIRST CITY SUBMITTAL
NO. DATE DESCRIPTION
REVISIONS
PROJ#28660 416115 OPOR MAP MMP MMP
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
RTEngineering Associates, Inc.
--ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIEN71STS
3030 LBJ Freeway, Suite 100 (972)488-3737
Dallas, TX 75234 FAX (972)488-6732
CHILDREN'S LEARNING ADVENTUR
GALPIV BL VO & HIGHWAY 5
CHANHASSEN A//d1 W50TA
REV DATE SHEET NO.
LANDSCAPE PLAN 3120115 IL 6.3
REV-0
0 2015 CC ENGINEERING ASSOCIATES INC.
It
/
4
43 LF 500
/
43 LF 500 /
i
GENERAL NOTES
1. REFER TO SHEET L1 FOR NOTES.
DETAIL ❑
50B SHRUB PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5309 AND 5310 ON SHEET 16.4
500 STEEL EDGING
REFER TO SHEET L6 FOR TREE PLANTING LOCATIONS
AND PLANT SCHEDULE AND LANDSCAPE
— — — — — SHADE STRUCTURE
PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
r'
!(
6" CONCRETE HEADER
tt
3 r=
24" CONCRETE HEADER
J
•�.�•�......•• 4'AGE SEPARATING FENCE
SYNTHETIC TURF
i
— — 12' TENNIS COURT FENCE
STAMPED CONCRETE BOARDWALK
L6.2
--_,
i
�
t
i
li
,.... .....
NOTE TO CONTRACTOR:
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
CONTRACTOR IS TO SEE DETAILS, MANUFACTURE SPECIFICATIONS AND
HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT.
CONTRACTOR TO CONFIRM LAYOUT OF BUILDING AS IT WAS INTENDED
PRIOR TO COMMENCEMENT OF PLAYGROUND LAYOUT. IF DISCREPANCIES
OCCUR, CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO
PLAYGROUND LAYOUT.
reW
A.
`Y'
A*hL
0 20' 3040'
SCALE IN FEET
EXISTING
Know what's below.
C a I I before you dig.
PROPERTY MONUMENT
HYDRANT
- ---
"'
UNKNOWN MANHOLE
CONCRETE
js
GATE VALVE
= CONCRETE CURB
y
CATCHBASIN
FENCE
-"
CATCHBASIN
OVERHEAD ELECTRIC
LIGHT POLE
UNDERGROUND ELECTRIC;
GAS METER
UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
-- -- WATER
TELEPHONE BOX
GAS
WATER MANHOLE
SANITARY SEWER
SANITARY MANHOLE
- RIGHT OF ACCESS
STORM MANHOLE
ELECTRIC METER
EX. CONTOUR
ELECTRIC BOX
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
EX. SPOT ELEV.
POWER POLE
a
�M9.: ,00
O
0 100' 150' 200'
SCALE IN FEET
KEY PLAN NO. 3/20/2015 FIRST CITY SUBMITTAL
DATE I DESCRIPTION
REVISIONS
PROJ#28660 416115 DPOR MAP MMP MMP
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIEN77STS
3030 LBJ Freeway, Suite 100 (972)488-3737
Dallas, TX 75234 FAX (972)488-6732
CHILDREN'S LEARNING ADVENTUR
GALPW BL VD d MGHNAY 5
CHANHASSEN AdVNESOTA
REV DA 7E SHEET NO.
LANDSCAPE PLAN 312W15 6.4
REV-0
2015 CEI ENGINEERING ASSOCIATES INC.
L6.4
h
/00
�c
Q`(
�ti sT
/ ./0010
LANDSCAPE REQUIREMENTS
AREA
3EQUIREMENT
REQUIRED
PROVIDED
UILDING FOUNDATION
VEHALL
ILANTING AND DUMPSTER
YES
YES
GREENING REQUIRED
SF OF LANDSCAPE AREA PER
52,088 SF OF VEHICULAR
SF OF PARKING LOT
00 SF OF VEHICULAR USE
SE * .08 = 4,967 SF
,016
NDSCAPE PROVIDED
ARKING LOT
REA
REQUIRED
TREE PER 250 SF OF
EQUIRED PARKING LANDSCAPE
4 , SF/250 = 20 TREES
0 TREES PROVIDED
QU
EQUIRED
R EA
BTH STREET BUFFER YARD
0 EXISTING CANOPY TREES
TYPE B 30' WIDTH = .4 PLANT
CANOPY TREES, 16
RESERVED
NITS REQUIRED (1 CANOPY
NDERSTORY TREES AND
16 UNDERSTORY TREES
TREES, 2 UNDERSTORY TREES
6 SHRUBS
PROPOSED
AND 2 SHRUBS PER 100 LF) *
16 SHRUBS PROPOSED
42 LF
EXISTING CONIFEROUS
IGHWAY 5 BUFFER YARD TYPE
TREES PRESERVED
30' WIDTH = .4 PLANT UNITS
5 CANOPY TREES, 10
3 CANOPY TRFES
REQUIRED (1 CANOPY TREES, 2
JNDERSTORY TREES AND
PROPOSED
NDERSTORY TREES AND 2
10 SHRUBS
10 UNDERSTORY TREES
SHRUBS PER 100 LF) * 528 LF
PROPOSED
10 SHRUBS PROPOSED
ANDSCAPE
UFFER
17 CANOPY TREES
ALPIN BLVD BUFFER YARD
ROPOSED (7 ALONG
TY PE B 20' WIDTH = .8 PLANT
7 CANOPY TREES, 25
ALIPN AND 10 ALONG THE
NITS REQUIRED (2 CANOPY
NDERSTORY TREES AND
NDEVELOPED 78TH ST
TREES, 3 UNDERSTORY TREES
2 SHRUBS
RIGHT-OF-WAY)
AND 5 SHRUBS PER 100 LF) *
25 UNDERSTORY TREES
30 LF
ROPOSED
42 SHRUBS PROPOSED
EST PROPERTY LINE AT THE
OND BUFFER YARD 25' WIDTH
TYPE A = .4 PLANT UNITS
UNDERSTORY TREES
3 UNDERSTORY TREES
REQUIRED (1 UNDERSTORY
AND 3 SHRUBS
PROPOSED
TREE AND 1 SHRUB PER 100 LF)
3 SHRUBS PROPOSED
261 LF
0 50' 75100'
SCALE IN FEET
EXISTING
now what's below.
C e l I before you dig.
PROPERTY MONUMENT
HYDRANT
. ....._ .........
UNKNOWN MANHOLE
.._._
CONCRETE
GATE VALVE
CONCRETE CURB
CATCHBASIN
.....................................................
FENCE
CATCHBASIN
OVERHEAD ELECTRIC-
LIGHT POLE
--......-..-.---.--...---..
UNDERGROUND ELECTRIC
yy
GAS METER
—.- . --- ..............-...,.,-
UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
...�.�....._. s_..__._.__.._.__.
WATER
TELEPHONE BOX
...........ri._,.__.....
GAS
WATER MANHOLE
SANITARY SEWER
SANITARY MANHOLE
........---..
RIGHT OF ACCESS
STORM MANHOLE
ELECTRIC METER
EX. CONTOUR
ELECTRIC BOX
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
EX. SPOT ELEV.
POWER POLE
LEGEND
— — — — —
SHADE STRUCTURE
- - - - - -
PLAYGROUND EQUIPMENT FALL ZONE
COLORED CONCRETE
6" CONCRETE HEADER
24' CONCRETE HEADER
,
••.•••••••.
4' AGE SEPARATING FENCE
SYNTHETIC TURF
12' TENNIS COURT FENCE
s £ I
STAMPED CONCRETE BOARDWALK
EXISTING TREE
LANDSCAPE SCHEDULE (TREES)
LARGE TREES
CITY.
COMMON NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
BOTANICAL NAME
7
SWAMP WHITE OAK
BBB
3' CALIPER
SEE PLAN
OUERCUS BICOLOR
13
CHINESE ELM
BBB
3' CALIPER
SEE PLAN
ULMUS PARVIFOLIA
6
AUTUMN BLAZE MAPLE
B88
3' CALIPER
SEE PLAN
Acer x freemanii 'Jeffersred'
7
MARMO FREEMAN MAPLE
BBB
3' CALIPER
SEE PLAN
Acer x freemanii 'Marmo'
8
NORWAY SPRUCE
B88
3" CALIPER
SEE PLAN
Picea abies
7' HEIGHT
ORNAMENTAL TREES
QTY.
COMMON NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
BOTANICAL NAME
AUTUMN BRILLIANCE
15
SERVICEBERRY
BBB
2' CALIPER
SEE PLAN
AMELANCHIER X GRANDIFLORA
'AUTUMN BRILLIANCE'
23
PRAIRIE GOLD ASPEN
B&B
2" CALIPER
SEE PLAN
POPULAS TREMULOIDES 'NE ARB'
FLOWERING CRABAPPLE
16
BRANDYWINE
BBB
2" CALIPER
SEE PLAN
MALUS 'BRANZAM'
3
SUN VALLEY MAPLE
BBB
2" CALIPER
SEE PLAN
ACER RUBRUM 'SUN VALLEY
fi RECEIVED SEN
MAR 2 4 W5
�HANHASSEI� PLANNING Q��`
3/20/2015 FIRST CITY SUBMITTAL
NO. DATE DESCRIPTION
MMP
Engineering Associates, Inc.
rhf47ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIEN77STS
Rv
3030 LBJ Freeway, Suite 100 (972)488-3737
Dallas, TX 75234 FAX (972)488-6732
CHILDREN'S LEARNING ADVENTURE
GALFWV SL 6D IS HIGHWAY 5
CHAN HASSEN AMNESOTA
REV DATE SHEET N0.
OVERALL LANDSCAPE PLAN 3120115 L6
REV-0
2015 CEI ENGINEEMNG ASSOCIATES ING
SCANNED
_ eNO!••••®•a®•®•••••••••••••••••••••••••1
40
it
•••••'a��••iis#•••••••s•••••••••••••••••••••••••••••••••i•••i••••••••••••••••••®•••••••1
®� • . e•••a�'••••,•#•®•�►•,(i#•••❖•❖•❖•❖•❖•••#•❖•❖•❖•❖•❖•❖•❖•••❖•❖1
29
i®•••L1�••••••••••••••#••••••••••••••••••,
\ ss••••a jai•••®••a••e i•••••®••••••••••®••••••••••••••••••••i i•••®®•••••••1'101 1
•fk• a1•• • • • ••••••••1
• •• �•#�••• . ••••• • • •®••••• • • ••••••••••••••• • ••••• ••• # ••••• • • • ••• 1
• • • • • # ! • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • • • •
•�I•!••••#••#••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1
G • • • • • # • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1
• • • • • • • • • • # • • • • • • • # • • • • • • • • • • • • • • • • • • • •
I♦••••••••••••••®•••#••..••••
•••••••••••••••••••••••••••••••••••••••••••••••••1
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1
• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • # • • • • 1
- • ••®•••#•••®•••••••••••••••••••••••••••••••••••••••••••••®•••••••••1
• • • • • • • • • • • • • • • • •
-- -�
T
REFER TO SHEET L6.2 0 30' 45' 60 Know what's below.
C a I I before you dig.
SCALE IN FEET
r +
z
v
+p + ✓ ,
+ +
+ +
w k +
EXISTING
R t + +
%++++++ + Gi PROPERTY MONUMENT HYDRANT
+ UNKNOWN MANHOLE
k+ s++++ ++ CONCRETE
?0 /GATE VALVE
1+ +'+++ CONCRETE CURB CATCHBAS N
BUFFFq ', /; +++* - FENCE CATCHBASIN
YARp / *}*} OVERHEAD ELECTRIC LIGHT POLE
4 _ _ UNDERGROUND ELECTRIC GAS METER
UNDERGROUND TELEPHONE TELEPHONE MANHOLE
3+*J WATER TELEPHONE BOX
GAS WATER MANHOLE
SANITARY SEWER SANITARY MANHOLE
++ r /+ +++ RIGHT OF ACCESS STORM MANHOLE
ELECTRIC METER m EX. CONTOUR
j ELECTRIC BOX P, EX. SPOT ELEV. GUTTER
+ ++ ++ +++ + ++ s' f ELECTRIC MANHOLE EX. SPOT ELEV.
/ t ' POWER POLE
+}++ } +
+ + + + a
+ r ++ LEGEND
SHADE STRUCTURE
lA � + `�� e
+ j - - - - - - - - PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
_ + + 6" CONCRETE HEADER
24' CONCRETE HEADER
4' AGE SEPARATING FENCE SYNTHETIC TURF
„
Zr
+ + + + + +/',: + + /� 9 v z 6' METAL PLAY RO ND FENCE (TYP) + + + + + 12'TENNIS COURT FENCE
--+++ ,a r,, ; s *+ i {-. F'-�„> per°%'•` '.;i,.� /, r'y.; + + + + + STAMPED CONCRETE BOARDWALK
s' • a + + +
Al + ,x
+ / * +
4
EXISTING TREE
BIO RETENTION AREA + + +
(RETENTION BASIN)
GENERAL NOTES
1. REFER TO SHEET L1 FOR NOTES.
+. n` a DETAIL
t
, 50A TREE PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5311 AND 5310 ON SHEET L6.4
FEN
• :; _ 12 TENNIS COURT €?
PLAYGROUND EQUIPMENT SHED I� 5 J"a,' - / + + r + + ,+ ; ?:
€ # NOTES
1 i",,,� � t' + �� _•?�: /y 6 METAL PLAYGROUND FENCE � s �F` / -y, .' -._, v :.•.x .- l �+ - + +� +� sf O
RUBBER FALL SAFETY SURFACE' /,' SHADE STRUCTURE 1A GRASSED AREA
4
SHADE TR
d1 i�
STRUCUE g ` ,.1�. -•4 RUBBER FALL
SAFETY SURFACE S 1` / l ++ +++ % ; 1 B LIMITS OF EMERGENT WETLAND SEED MIX SHALL BE V ABOVE AND BELOW MEAN POND WATER
... G9.{.l RUBBER FALL SAFETY SURFACE 7 .` ( '� '`' s.,, / + a� LEVEL
+ + ++�_
1 ; i25 BUFFER YARD + ,;
€ , , y �� z ,�..a /'•' + + + SOD AND SEED AREAS
/-.T•', 4'AGE SEPARATION
-- ', ..,, , �.. —= ,, + + + +.'+ `.�j COMMON NAME BOTANICAL
FENCE
>'� .�- KEY QTY. NAME NOTES
- �� , •.... ; : -//� €,f. „..;.',�s C oy - ^ }++ ,+ + + ++.1- i 11 ++++++++ 48,231 SF KENTUCKY BLUE GRASS SOD
ti
' yl'
RUBBER FALL
SAFETY SURFACE �; _ # './ '.+ +++ \ f 108,285 SF AGRICULTURAL ROADSIDE SEED MIX Mn/DOT SEED MIX NUMBER 25-142
I
��� �R� MLEARN
:•6"SS++ +++++. �_ �� 10.526 SF DRY SWALE/POND SEED MIX Mn/DOT SEED MIX NUMBER 33-262
" E �l "� ` ,. ++ ++,..+++ 1..: TYP. 50A +++++++++,+ui
�L� � \���\ � + + + :: 3.791 SF EMERGENT WETLAND SEED MIX Mn/DOT SEED MIX NUMBER 34-181
IUD �
/ „5 I I QR
GATE 1 . 32 SF �(� (�.., ++++++ + I I + + + + + C-
FIFE6C.7,., .,_„` °s j s.✓,�ART WALL nn +*'+*+* +•�' /, �* }* *}*}f*++
9 REFER TO SHEET L6 FOR LANDSCAPE REQUIREMENTS
/ VOL + + + + + +
'""• �" ?� ba � d i VOLCANO WALL � I /�
+'.+.'. za �+ + *' ++++++-+ TABLE AND TREE PLANTING SCHEDULE
„�, ya" • i q 6' METAL + + + + -� B(/ + + + + + + U
- 9 t,. ;� ;� -' - , .. --. sr?• ,.,, €,, 'PLAYGROUND FENCE A „% + + + + Ffq + + + s +:'
.
AREFER TO L6 4 FOR KEY PLAN
GATE' - +
:
€
y
I
"., ,. / j� + + ,.:.. III k .:t-I.r-i:>'an .S•a .:a4 / .-'- + + + +++++++ +,,P
TYP. 50A ,,,.,,, ».... _ �,��. � /�/j %�,��'. ® .-:e::<•"-... - _ Y � s��
STAMPED COLORED CONCRETE PATTERN
4' TALL PLANTER/COLUMNS (TYP) UGT
4 TALL ORNAMENTAL FENCE BETWEEN COLUMNS UGT ++++ + ++xd / /
+++'+ ; a£ s� 3/15 FIRST
' ; 20/20 T CITY SUBMITTAL
/ NO. DATEDESCRIPTIONREVISI
ry .�
ONS
PROD#28660 3123115
OPOR MAP MMP MMP
1A
- , • + + + + + + + CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
`+ + + + + P
�c
`<k," + + +++ +++ ���' �a
r
f ?,
7 J
'rr/7` + + + a+ +++++++.., EngineeringAssociates, I
---"'-m` - r » ARCHITECTS ENNRONMENTAL SCIENTISTS .� ,� o s s _ ._ / ^;;;� - „, _ - �; �+ + + + +. } { -„-s�� LANDSCAPE SURVEYORS
ENGINEERS PLANNERS
,per + ,,, , , + + +. + +. + +
¢y
3030 LBJ Freeway, Suite 100 (972)488-3737
Dallas, TX 75234 FAX (972)488-6732
64---- EN'S LEARNING ADVENTURE CHILDR
N� ci�'AIVh'ASIV RNNVIVE.S®TA
-5„
m� � m
m„
rnr
/ i L PLAN R312o 1
IE SHEET 0,
LANDSCAPE N s.
_ » dr ,.,� ii � REV-0
® 2015 CEI ENCINEENWG A$SOL'A/17EK INC
d'
eS
I
isTVRg, `
f i
( s7 a
1 g
G
REFER TO SHEET L6.1
LEGEND GENERAL NOTES
SHADE STRUCTURE 1. REFER TO SHEET L1 FOR NOTES.
— - - - - - - - — PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
6" CONCRETE HEADER DETAIL
24' CONCRETE HEADER 50A TREE PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5311 AND 5310 ON SHEET 1-6.4
466
0 30, 45' 60'
SCALE IN FEET
EXISTING
now whatlsbelOW.
C a I I before you dig.
` PROPERTY MONUMENT HYDRANT
CONCRETE UNKNOWN MANHOLE
GATE VALVE
CONCRETE CURB CATCHBASIN
y r ;' a...................> — FENCE CATCHBASIN
01,
i7 - ,.<-„„-„---.- OVERHEAD ELECTRIC LIGHT POLE
UNDERGROUND ELECTRIC y GAS METER
m.'-- -- UNDERGROUND TELEPHONE TELEPHONE MANHOLE
# 1 xf. % �..k WATERr' TELEPHONE BOX
/ = b"N
/ " 0/1 - GAS WATER MANHOLE
€�� ,' SANITARY SEWER SANITARY MANHOLE
. m
p g� •, �° < RIGHT OF ACCESS STORM MANHOLE
j N ik i' �1 ELECTRIC METER EX. CONTOUR
_. .
a ,k ._ „< / "_ ._._ •-' .„, ELECTRIC BOX _, EX. SPOT ELEV. GUTTER
€ *�' ELECTRIC MANHOLE EX. SPOT ELEV.
'% POWER POLE
r
.„
,
r ,
//% L r i /
M
1 3 , f ,....,.„_ ...,. \ r% "•" ,.<N' °< i
ys If
: ,xw
w
w 4�i
A f > y qdy„#.
Ar
m
M•a. k
i
r
d77-
6 g rv„ t
•'4
'qyV w ff
MQ
j
;
^„,
g z r ) .q
r
mm 65
i / my,µ < „. „„
----------------
• #r
sy
.,
w
••��••••••••••
4'AGE SEPARATING FENCE
SYNTHETIC TURF
— — —
12' TENNIS COURT FENCE
Iis;ISijr;-
STAMPED CONCRETE BOARDWALK
,. ''f,..• "
EXISTING TREE
NOTES Q
1A GRASSED AREA
1 B LIMITS OF EMERGENT WETLAND SEED MIX SHALL BE V ABOVE AND BELOW MEAN POND WATER
LEVEL
N
mow.
„
w
b,
_ —5- ., -5
/
1
3/20/2015 1 FIRST CITY SUBMITTAL
NO.1 DATE I DESCRIPTION
REVISIONS
PROJ#26660 1 3123115 1 DPOR I MAP I MMP I MMP
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
3030 LBJ Freeway, Suite 100 (972)486-3737
Dallas, TX 75234 FAX (972)468-6732
'HILDREN'S LEARNING ADVENTURE
CALPIIV BLVD 6 HUFNAY 5
CHANHASSEN A4RWSOTA
REV DATE SHEET NO.
LANDSCAPE PLAN 3120115 L6.2
REV-0
2015 CEt ENG7NEMNC ASSOCIA7ES INC.
I
I
I
I
I
I
=ER YARD
I
I
I
I
I
I
I
I
I
I
321 LFCID
w
L -/--- / O
- J
cr
LLJ
- -- - W
--_
'- --_ 15
0
O
0
0
O
C)
A&L
0 20' 30' 40'
SCALE IN FEET
EXISTING
Know what's below,
C 111 before you dig.
PROPERTY MONUMENT
HYDRANT
UNKNOWN MANHOLE
CONCRETE
- --
y,
GATE VALVE
CONCRETE CURB
2
CATCHBASIN
--- -- FENCE
CATCHBASIN
OVERHEAD ELECTRIC
LIGHT POLE
-- - - UNDERGROUND ELECTRIC
GAS METER
- - UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
— ........ WATER
TELEPHONE BOX
GAS
WATER MANHOLE
---- — - SANITARY SEWER
SANITARY MANHOLE
RIGHT OF ACCESS
STORM MANHOLE
ELECTRIC METER
EX. CONTOUR
ELECTRIC BOX
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
EX. SPOT ELEV.
POWER POLE
LEGEND
— — — — — SHADE STRUCTURE
— — — — — PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE
6"CONCRETE HEADER
24" CONCRETE HEADER
............•• 4' AGE SEPARATING FENCE SYNTHETIC TURF
12' TENNIS COURT FENCE
STAMPED CONCRETE BOARDWALK
GENERAL NOTES
1. REFER TO SHEET L1 FOR NOTES.
DETAIL ❑
50B SHRUB PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5309 ON SHEET L6.4
50Q STEEL EDGING
LANDSCAPE SCHEDULE (SHRUBS)
QTY.
COMMON NAME
ROOT
SIZE/HT. AT PLANTING
SPACING
NOTES
BOTANICAL NAME
264
ALPINE CURRANT
CONT.
5 GAL.
36" O.C.
RIBES ALPINUM 'GREEN MOUND'
152
FRAGRANT SUMAC
CONT.
5 GAL.
36° O.C.
RHUS AROMATICA 'GRO-LOW'
212
CAMPACK INKBERRY HOLLY
CONT.
5 GAL.
36" O.C.
ILEX GLABRA 'COMPACTA'
EULALIA GRASS
249
MISCANTHUS SWENSIS
CONT.
3 GAL.
SEE PLAN
'SARABANDE'
RED TWIG DOGWOOD
111
CORNUS SERICEA 'ALLEMANS•
CONT.
5 GAL.
SEE PLAN
SNOWMOUND SPIREA
281
SPIRAEA NIPPONICA 'SNOINMOUNO
CONT.
5 GAL.
36' O.C.
101
WINTERBERRY
CONT.
5 GAL.
36" O.C.
ILEX VERTICILLATA 'NANA'
CAMPACK INKBERRY HOLLY
230
ILEX GLABRA 'COMPACTA'
CONT.
5 GAL.
36" O.C.
329
HAPPY RETURNS DAYLILY
CONT.
I GAL.
18" O.C.
HEMEROCALLIS 'HAPPY RETURNS'
PURPLE CONEFLOWER
194
ECHINACEA PURPUREA 'KIM's
CONT.
I GAL.
18" O.C.
KNEE HIGH'
0000o
0Cc)
SEASONAL COLOR
REFER TO SHEET L6 FOR TREE PLANTING LOCATIONS
REFER TO L6.4 FOR KEY PLAN
NOTE TO CONTRACTOR:
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
CONTRACTOR IS TO SEE DETAILS, MANUFACTURE SPECIFICATIONS AND
HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT.
CONTRACTOR TO CONFIRM LAYOUT OF BUILDING AS IT WAS INTENDED
PRIOR TO COMMENCEMENT OF PLAYGROUND LAYOUT. IF DISCREPANCIES
OCCUR, CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO
PLAYGROUND LAYOUT.
3/20/2015 FIRST CITY SUBMITTAL
DATE DESCRIPTION
REVISIONS
PROJ#28660 3123115 DPOR MAP MMP MMP
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
3030 LBJ Freeway, Suite 100 (972)488-3737
Dallas, TX 75234 FAX (972)488-6732
H/LDREN'S LEARNING ADVENTURE
Go4LfW aLVD & W- HWAY 5
CHANHASSEN AAWSOTA
REV DATE I SHEET NO.
LANDSCAPE PLAN I 312W15 s.s
REV-0
2075 CEI ENGINEERING ASSOCIATES INC
I
J ■
LLJ ■
W
C/DZZ
r r
LJ
w _ __--
Ilk
/ -3
I
°
■
r
I
1 i
%
/
}
/ /%i Srykl
` f
�--- -- --'.
/
r
LL((
f-
■
,ter
■
I
M&I
low
I
s SS
■
■
z�el= '=s ss ,
500
115
4�Faaw,r.:e�AO�`
sea
Ee:ro'O;p
4 /
B.
E
M
O
I
saQ
h
/ (17
I/
j
_ -
-
■ ////«gam. q ¢
((D
J $R
,r
r�
y'
I
43
r'
GENERAL NOTES
J.
f 1. REFER TO SHEET L1 FOR NOTES.
r'
f
DETAIL
50B SHRUB PLANTING, REFER TO CITY OF CHANHASSEN DETAIL 5309 AND 5310 ON SHEET L6.4
50Q STEEL EDGING
s�
LLJ
UD
../
..,..,..°......
p , s
,,.,,, '
„rr
Jr
r
� s
E
■
LLLU
CE
REFER TO SHEET L6 FOR TREE PLANTING LOCATIONS
AND PLANT SCHEDULE AND LANDSCAPE
REQUIREMENTS TABLE
LEGEND
— — — — —
SHADE STRUCTURE
— . - - - - - - —
PLAYGROUND EQUIPMENT FALL ZONE
COLORED CONCRETE
6" CONCRETE HEADER
24' CONCRETE HEADER
••�•��•••�••�•
4'AGE SEPARATING FENCE
'.
SYNTHETIC TURF
..�
12' TENNIS COURT FENCE
STAMPED CONCRETE BOARDWALK
L6.2
EXISTING
PROPERTY MONUMENT
'
HYDRANT
—
UNKNOWN MANHOLE
CONCRETE
;A
GATE VALVE
CONCRETE CURB
CATCHBASIN
FENCE
CATCHBASIN
OVERHEAD ELECTRIC
LIGHT POLE
UNDERGROUND ELECTRIC
GAS METER
— UNDERGROUND TELEPHONE
TELEPHONE MANHOLE
WATER
TELEPHONE BOX
GAS
WATER MANHOLE
SANITARY SEWER
y
SANITARY MANHOLE
RIGHT OF ACCESS
f
STORM MANHOLE
ELECTRIC METER
EX. CONTOUR
ELECTRIC BOX
<
EX. SPOT ELEV. GUTTER
ELECTRIC MANHOLE
r ==`r'
EX. SPOT ELEV.
POWER POLE
m
0 100' 150200'
SCALE IN FEET
I
N
Ai
ggff4
ff
rr AA
■ rff y
f
N's LEggMp AD��
as oN sF yf� /
FFE 959.15
1
f
i
UGT (`/
U
L6.3 �� L6.4
n.
3/20/2015 FIRST CITY SUBMITTAL
KEY PLAN INO.1 DATE I DESCRIPTION
NOTE TO CONTRACTOR:
DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.
CONTRACTOR IS TO SEE DETAILS, MANUFACTURE SPECIFICATIONS AND
HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT.
CONTRACTOR TO CONFIRM LAYOUT OF BUILDING AS IT WAS INTENDED
PRIOR TO COMMENCEMENT OF PLAYGROUND LAYOUT. IF DISCREPANCIES
OCCUR, CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO
PLAYGROUND LAYOUT.
'7/21 15
OPOR
MAP
MMP
MMP
INITIAL DATE
DPOR
PM
DES
DRW
Engineering Associates,
Inc.
VGINEERS
PLANNERS SURVEYORS
lNOSCAPF
ARCHITFCTS • FNNRnAlL I SClFN71CTC
3030 LBJ Freeway, Suite 100 (972)488-3737
DHILDREN'S LEARNING ADVENTURE
GALMN BL 6D III HIGHWAY 5
CHANHASSEN A&WESOTA
REV DATE SHEET NO,
LANDSCAPE PLAN 3120115 L6.4
REV-0
0 2075 CET ENGINEERING ASSOCIATES INC.
CITV OF t:HANHASSEII
7700 MARKET BLUE)
CHANHASSEN, MNI. 55317
952-227-1100
IERMIIIAL ID.: 66') euidl'/0n0
MERCHANT R: A24007877
UISA
tal0t U7660 ENP:q;1a XEVED CRP
SALE
RECORD: 2 I NU : 000002
DATE, Mar 20, 15 TIME: 14:48
OWN. 000296
IN 320194847 AUTH:O5452C
VISA IRAII ID; 305079713275785
AUS: N
0-CODE: P
APPROUAI, 0545%
LWAR COPV
-�-�:Aw Im
s l�
Where
I
ng Is The Greatest Adventure Of A// -
it
ceOte
rs
Chjldccl
Summary of Contents
Store Front, Grand Opening & Reception Area
Afterschool Complex
Specialty Preschool Classrooms
Playground & Sports Amenities
Safety & Security Technology
Technology in Classrooms
2
5
11
16
21
22
Infant & Toddler Rooms; Preschool Home Rooms 23
About Children's Learning Adventurelm
CIMIL0gM_ If LFAONGO) "
Childcare Centers
--�. AFTER _
--
f�
__ ...
ren's Learning Adventure",- Humble, Texas (Fall Creek)
^J � ow ;
;.
10 N�
Ad
it,
Grand 01" Texas i� an J e m i TaTa "fa an--
OreWOO!
Y ,
k • - /` ,� `
Children's Learning AdventureT'' Lobby - The Woodlands, Texas
sGuol buijmo8 - xGldwoD looLlosiG11
e
-"Air
I , A��-2
lll, i
Afterschool Complex - Culinary Creat-bns ' ang Classroom
tee.
6**'SSSGS "Goes" I 0*9**S**.*4A
000'
4
all
r 4,410,
Alit, el
Afteisc
top
•••••••••••••••••
Afterschool Complex - Xbox
•*••loss•••
�p
- -r--
MAIL
Ell,
4
Afterschool Com
-inaoor
goo////*
vr
EI
i
dise''` TeleviSIi
on %
rota
r
W
7pKY0
v •
I
••••••••••••••••••••
4r'
Laboratory Lagoon"' Math & Science Lab
•s••i•••••6•••••••
OY
••••••••••••••••••••••••••••••••
w
:1-51parl- 1 26
assesses*
.
13
**seem•**0.VR
Ilk&
ir
nt
_—
ate
of �'o--Ad
/
9i
190L'-
4w
4 AA
�• s
Playground - Scottsdale, Arizona
••••••••••••••••••••••••••••••••••••••
0
_ ,■
�7C
f ��qe�i� �Yy■�I�'pjr ,..
Playground - Scottsdale, Arizona 17
fir` Si 4-,�
t.l
kl�,
r'r
- � r
i
Playground - Tennis
=t18
a,. r
� � T
a y
f 1
AL
'.Air
qmw
Iii
Playground - Katy, Texas (Cinco Ranch) - Sports Facilities
MALW-F
�ngerprint Entry Scanner; Classroom
._
21
w
k: i
L ; Zi 1M
k
Technology in
I
•••iii••••i
-.d- a
i 41
do
� J
.fto
•
v
pil!ImTr E I
AM
9
u ,
J'Voyagersll^Toddler Room
INO
=�44
see
tame•
U\�\\\\iiiiiii�n �■���/��1/1III IIIIII/1///I�
2
I m s
®rim w
25
CHILDREN'S LEARNING ADVENTURETm REAL ESTATE PROGRAM
Children's Learning AdventureTm ("CLA") is the ideal retail co -tenant, and acts as an anchor tenant for shopping centers. CLA creates
innovative, inviting state-of-the-art facilities which draw affluent customers to shopping centers from a wide radius, generate high customer
traffic volume during weekdays when retail sales are slowest, and minimally impact parking.
The prototype CLA customer is a family -oriented female, highly -educated, has a median household income of more than $80,000 per year,
and is the primary consumer in her respective household - this is precisely the customer coveted by respected retailers like Target, Whole Foods,
Lifetime Fitness, and many others. (According to the Wall Street Journal and GfK MRI's Survey of the American Consumer, women are the
principal shopper in approximately 80% of American households'.)
With online sales growing at approximately 10 times the rate of brick and mortar sales, customer visits are more important than ever to retailers
and property owners - a trend that undoubtedly will continue into the future. CLA's core business, by its nature, is not prone to the pressure of
internet commerce because it is a service business that requires a brick and mortar facility. This means the traffic generated by CLA is, and
always will be, largely unaffected by the prevailing consumer shift towards online shopping, which translates to a positive consumer visit impact
for surrounding retailers.
MARKETING:
CLA draws traffic from a wide radius (typically 5 miles or more) through extensive advertising and providing best -in -class childcare, preschool
and afterschool services to children and their parents. CLA budgets 3-5% of revenue for advertising (compared with approximately 1 % of gross
revenue by most national competitors). CLA's advertising includes television (CLA website archives TV ads), radio, print media and direct mail
(below are examples).
0
••••••••••••••••••••••••••••••••••••••••••••
TRAFFIC GENERATION:
The concept behind anchored retail has always been that the
major tenants drive traffic to c2pters, which draws in traffic for
secondary (shop) tenants, and for landlords, justifies asking rents.
Grocery stores and drug stores are the most common major
tenants in anchored retail centers. In terms of periodic visits,
grocery stores come out significantly ahead of drug stores by
generating approximately 2.1 customer visits per week, whereas
national drug stores/pharmacies produce approximately 1.2 visits
per monthz.
CLA aenerates up to 10 visits per week (see Figure I). When
translating weekly visits into total customer traffic, the math is
simple: 400-500 children in the facility times 5 days per week times
2 visits per day equals 4,000-5,000 customer visits per week from
affluent customers most coveted by retailers - traffic that likely
would not otherwise be present if not for CLA.
Further, CLA's traffic is only present on weekdays, supplementing
retail traffic that is almost always heavier on weekends. According
to a Gallup Poll dated October 21, 2009, Americans spend the
most on Saturdays, and the least on Mondays and Tuesdays3 (See
Figure 2).
Fig. 1 - Weekly Customer Visits
Drug Stores
Grocery Stores
CLA
0 2 4 6 8 10 12
Fig. 2 - Average Daily Consumer
Spending
Friday -Sunday ($69.33) ■ Monday -Thursday
($58.25)
Monday -Thursday
($58.25) ■ Friday-Sunday($69.33)
$50 $55 $60 $65 $70 $75
PARKING:
Not only does CLA bring additional affluent customers to shopping centers, the operation also has minimal impact on parking.
CLA properties park pursuant to local code on their own - meaning, shared parking is not required in order for CLA to be in compliance with
municipal requirements. Additionally, CLA's traffic is staggered throughout the day, which, unlike an elementary school that has large peaks
around 8:00 a.m. and 3:00 p.m., means there is no overburdening of the parking facilities - whether they are on CLA's property or adjacent
retail property.
Most importantly, however, is that CLA is closed by early evening (6:30 p.m. in most locations) and always closed on weekends, except for the
grand opening of each location. For landlords and adjacent retailers, this means that CLA does not burden parking fields at the times in which
retail sales are strongest, and in fact, CLA provides additional parking to property owners when it is needed most - on evenings and weekends.
CONCLUSION:
The bottom line for retail owners and retailers is that CLA Is an Ideal anchor for shopping centers that produces an increased volume of weekday
customer visits that cannot be replicated by any other operator, which increases affluent customer exposure to shopping centers and the
businesses therein. This augmented customer traffic provides thousands of additional opportunities per week for surrounding retailers to
supplement revenue during times in which sales are lowest, and maximizes a center owner's rental potential - both in occupancy and rate -
which can Increase the value of a shopping center.
27
1
L1
LLL Childcare Centers
Where Learning Is The Greatest Adventure Of A//� p„
4
C
Summary of Contents"
CLA: Not a Traditional Day Care 2
An Amenity for Communities 5
1
Grand Opening and Entrance
.9
The StudioTM- New Extra Services & Amenities 8
Afterschool Complex 1 1
Classrooms 17
Playground & Sports Amenities 25
Safety & Classroom Technology 27
About CLA
� Childcare Centers �
29
•.!........••••••••••••••••••••••••••••••••
CLA: Not a Traditional Day Care
Children's Learning Adventure@ ("CLA") is the most unique concept in early childhood education, and is singlehandedly creating
a new standard in the industry, much like Apple has for consumer electronics and Lifetime Fitness has for health and wellness.
CLA creates stimulating, innovative, amenity -rich facilities, which, in combination with its proprietary curriculum, provide children the
opportunity to maximize their learning capacities, and parents the unprecedented ability to collaborate with early childhood educators. CLA's
Lifetime Adventures® curriculum is a collaborative venture between CLA, parents, New Directions Institute (NewDirectionslnstitute.org), and
literacy experts at Arizona State University. Lifetime Adventures® is based on the latest brain development research, providing children with the
activities and environment to greatly impact their capacity for learning and later success.
CLA provides a positive impact on the communities in which it resides, improving quality of life for local citizens, helping create an environment
in which people wish to live, and drawing high -income consumers from surrounding cities and communities.
How CLA Is different from "Day Care":
It would be a mistake to describe CLA as a Day Care, unless referring to its technical zoning classification (CLA falls under state licensing
requirements for day care). The reality is that CLA is a high -end, amenities -rich private school for young children.
Stalling
Training
Facility - Preschool
Facility - School Age
Locations
TradRinnnl Dm cnra
Children's Leamina Adventure*
A minimum of 8, and often as much as 12 front office staff. Center Director
runs the center. Educational Specialist mentors teachers. Enrollment
Specialist focuses on enrollment and parent relations. Afterschool Director,
Center director often doubles as accountant, trainer, enrollment person,
Accounting, Cook, Support Staff, etc., are all separate roles so each
even cook and'anitor.
employee can focus on a specific lob.
All caregivers receive a minimum and mandatory 60 hours of training at
the start of employment, and ongoing training throughout their careers.
The aforementioned Educational Specialist provides constant guidance,
mentoring and support to teaching staff to ensure children are receiving
Often minimal or non-a)dstent.
quality education.
Children enrolled into a "home room", and are rotated into many
stimulating specialty rooms throughout the day and week to enhance
Children generally in 1 classroom all day.
young minds.
All new CLA facilities feature a minimum of 10,000 square feet dedicated
Often a preschool room, or minimal facilities that may include a foosball
solely to older children including bowling lanes, indoor basketball, a
table or pool table.
commercial grade cooking school, and more.
CLA operates in prime commercial locations to accommodate parents
Often difficult to find and access. Traditional daycare sites are based on a
and also provides transportation to and from local elementary schools,
path -of -least -resistance concept.
including during summer and holiday camps.
Spiraling Curriculum:
The Lifetime Adventures®curriculum is designed to teach through repetition and scaffolding (a concept used to move students progressively
toward stronger understanding and, ultimately, greater independence in learning). CLA introduces new learning themes on a monthly basis,
and skills are repeated in different contexts throughout the school year. This curriculum framework provides a learning environment in which
children can learn, and be challenged at their own learning levels. I
•••••••••••••••••••••••••••••••••••••••••••
Innovative Learnina Environments
Specialty Preschool Classrooms:
CLA's state-of-the-art facilities truly set it apart from traditional Day Care. CLA features innovative amenities for children of all ages - from 6
weeks 12 years old. The ExplorersTM Preschool curriculum features a variety of themed classrooms that enhance a child's learning opportunities.
Afferschool Jungle® L The StudioTm:
CLA's afterschool/summer camp campus is a significant departure from a typical Day Care, where school age children are typically placed
in a preschool room. The Afterschool Jungle® includes amazing amenities like bowling, cooking, indoor basketball, Wads, theater, and much
more.
Additionally, CLA is introducing "The StudioTM" - a new offering of additional services for CLA and non-CLA enrollees. These services will include
dance, music, gymnastics, karate lessons, professional subject -based tutoring and more. These services will provide parents an unprecedented
level of convenience, allowing children to take part in many of their extracurricular activities in one location.
CLA Model and Sustainability
The CLA Customer:
The prototypical CLA customer is a family -oriented female, is heavily focused on education, has a median household income of more than
$100,000 per year, and is the primary consumer in her respective household - the exact consumer coveted by respected retailers like Target,
Whole Foods, Lifetime Fitness, and many others. (According to the Wall Street Journal and GfK MRI's Survey of the American Consumer, women
are the principal shopper in approximately 80% of American households'.)
CLA Marketina:
CLA draws from a wide radius (commonly 5, 10, even 15+ miles) through extensive advertising and providing best -in -class childcare, preschool,
afterschool and summer camp programs to children and their parents. CLA budgets up to 5% of annual revenue for advertising (compared
with approximately 0.5-1 % of gross revenue by most national competitors). CLA utilizes all major advertising media, including television (CLA
even ran ads during the Super Bowl in 2015), radio, print media, direct mail, and a heavy presence in all major social media. CLA has an entire
department dedicated to marketing, ensuring its schools are known and accessible to parents and children from far and wide.
Sustainability:
With online sales growing at approximately 10 times the rate of brick and mortar sales, customer visits are more vital than ever to retailers and
property owners - a trend that will undoubtedly continue into the future. CLA's operation is not prone to the pressure of internet commerce
because it absolutely requires a physical facility that meets stringent licensing requirements. In short, there is no alternative to the facility itself.
This means the traffic generated by CLA is, and always will be, largely unaffected by the prevailing consumer shift towards online shopping,
which translates to a positive consumer visit impact for surrounding retailers and tax -producing businesses. This also means there is virtually no
risk of CLA turning into a "dark box" - a growing burden for cities, developers and property owners as major retailers like Best Buy and Macy's
reduce their store sizes and store -level overhead, others like Target and Walgreens contract their corporate real estate departments, and
concepts like Circuit City, Borders, Mervyn's and other anchor retailers go out of business entirely. a
An Amenity for Communities
CLA is an outstanding amenity for cities by providing a high quality, unique educational facility for local families, and creates a draw for citizens
from surrounding communities.
Indirect Sales Tax Generator: The continued trend of downsizing box retail is reducing the number of opportunities for cities to attract
new retail options to drive sales tax revenue. In simple terms, those retail options largely no longer exist. In recent years, Circuit City, Mervyn's,
and other major sales tax drivers have ceased operations, while others like Macy's, Target, Best Buy, and Walgreens are slowing their growth,
reducing their store sizes, and in some cases, ceasing new development. While cities are constantly searching for the next retailer to mitigate
these closures, the trend continues as internet commerce continues to proliferate, and box retailers are priced out of business.
Although CLA does not pay sales tax, it is an attractive draw to cities
and retail developments. Affluent parents drive from long distances to
bring children to CLA facilities, and are spending their tax dollars on
groceries, meals, clothing, household goods, and other items while in
CLA communities. Because CLA's real estate protocol is to locate in
and around major commercial hubs, and its customers are generally
affluent females, CLA's presence supports local retail. Furthermore,
because CLA's business is sustainable, it will continue to do so well into
the future.
"Children's Learning Adventure has been a lifesaver for my husband and me. Both of
us travel from Aubrey, TX fed. note: about 15 miles) 5 days a week to take our children
to CLA. We are both educators, and finding a quality school was a must for our child.
Also, our schedules are definitely hectic, and the hours of operation of the school met
the needs of our schedule. When we saw that CLA was opening in Plano, we did our
research about their program and curriculum. Not only were we impressed about the
different things our child would be exposed to as for as education, but everything
they offer our child meets and supersedes our expectations. Since we live so for
away, CLA's location in Piano around all of the places we like to shop is an added
bonus for us. We cannot say enough about Children's Learning Adventure, except
we wish we had this type of school available to us when we were growing up."
-Nikki & Steve Harvey (CLA - Plano, Texas)
An Attractive Draw for Families: When young parents are seeking to locate their families for the long term, one of the key drivers in that
decision is the quality of educational options in a community. As the leading provider of early childhood education, CLA becomes an
attractive draw for young, affluent families who are looking to set down roots in communities with strong educational support systems.
The evidence of CLA's attractiveness and importance in its communities lies in its consistently strong enrollment, and the approximately 1,000
people that every CLA grand opening attracts.
Grand Ooeniii
0
r
JIT Of
a
Children's Learning`Ad ventu�rel ��r� Re/ c ti
p
w,
Ir
a
The StudioTM- Modern Dan 8
000000000000000000•
N
The StudioTM -Music Room
000000000000•
*00000•
't
•••••••••••
:.r
n
The Studio"' - Classical Dance Studio
•••••••••••••••••••••••••
1 0" !!ii
lilflii 11}h,i
!7
,,.IIIILII 11,
A �.
Afterschool Complex - Bowling Lanes
4
Aw-
Ik 1""19. i \
or:f: I
Afterschool Complex - Xbox Kinect Hands -Free Gaming System
5
E7
On-
Lw
I
AftersOool�
�sc - o
WWI
UXI
kv I
W.14 S
arm
07
C777A-
41
l l!!!!!!!!!!!!!!!!!!!!!!!goo !!l40,-*,
•
_r
- T
li t' a
4 5
Afterschool Complex. Broadway -Style Theater��� �. » �,
5
vim
Picture Paradise Television.St-udio
17
_,,.- -:,"-l-,ryLa
Ila
W6l „•
Science Laub ( `
0 0 *
ii•iii�s!!ii•i••�i•••a�►••!•!�lilii••iili•
•
•
•
a
c
• AM& ♦ D
_a• w
,pow
Al io
�^
i
0
19
14
V
"M
9
Imagination-dand D rdive Environment
W" V I M
A � A
I "SOW-J.
'PIE.
Ar
%.Mdh� MASLuL 0 M
pt
PP-
' �r
22
L-m
I%*
m
Voya,
00,
4-
PAPA,
PLEASE GET
THE MOON
FOR ME
23
\\\\\\\\\\ \\\�\OOoiiiiiii�A ����■■■■■■■IIIIII/ 1FF
Explorers, Preschool & Pre-K Roo
s
I III......r
s i
n
nnn pp n Flung
F _ _
a
m
a s
4
io
24
AM
1
b�-"%" 4wm�i
Playground - Katy, Texas (Cinco Ranch) - Spor;s Facilities 25
Playground - Scottsdale, Arizona
T
2a--
26
Safetys& Security - Fingerprint Entry Scanner; Classroom
J
Technology in
:=gym
�."M!mf,
••••••••••••••••••••••••••••••••••••Abo0t1!A••
Children's Learning Adventure® offers the highest quality infant, preschool, afterschool and summer camp programs for children aged 6 weeks
through 12 years. Our Lifetime Adventures® curriculum is based on the latest brain development research, providing children with the activities
and environment to greatly impact their capacity for learning and later success. Our high quality programs utilize research -based materials
and Educational Specialists who provide guidance and monitoring of the programs.
CLA is operating and/or constructing facilities throughout much of the United States, and is currently pursuing locations in and around the
following markets:
• Phoenix, AZ
• Tucson, AZ
• Las Vegas, NV
• Dallas, TX
• Houston, TX
• Austin, TX
• San Antonio, TX
• Denver, CO
• Atlanta, GA
• Indianapolis, IN
• Oklahoma City, OK
• Tulsa, OK
• Kansas City, KS/MO
• Chicago, IL
• St. Louis, MO
• Minneapolis, MN
• Raleigh, NC
• Charlotte, NC
• Cincinnati, OH
• Columbus, OH
• Cleveland, OH
• Northern Virginia
• Boston, MA
• Long Island, NY
• Philadelphia, PA
• Northern New Jersey
• Additional markets under consideration.
For more information on Children's Learning Adventure, please visit www.ChildrensLearninaAdventure.com.
1: hitp://online.wsj.com/article/SB10001424052748703521304576278964279316994.html#articieTabs%3Dinteractive
37e�
Non -Scannable Item
Item
Description
Folder Number y -
Childzen's Learninu Adventure Childcare Center
NW Comer of Highway 5 & Galpin BNd, 25-0101800 &
Folder Name IRezoning from Al to PU04Z Site Plan Review
Job Number 2322_q
Box Number 0 031
�p
� O
M
26