4. GPCONSTRUCTION NOTES
IIID
1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE
ENGINEER.
12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH
SWALE THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT.
----- -__
_
2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONGTO PROVIDE
C.S.A.H NO. 18
___
TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE
PO ND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT.
U. RESTORATION-3.4ACRE5
A. RESTORE ALL DISTURBED AREAS WITH MIN 6" OF TOPSOIL MEETING MNDOT SPECIFICATIONS 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL AREAS
(LYMAN BLVD.)
SODDED. THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEETMNDOT
(OS bZ
3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE.
SPECIFICATION 3877-3 FOR SANDY CLAY LOAM TOPSOIL BORROW.
OO 0 -
TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD
AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS.
B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O-0-10 AT EX
US JACRE.
-
C. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIXM-271 WET MEADOW SOUTH AND WESTSEED
EX.2 sro>
\
I
4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE
MIX. ATA RATE OF 100 LBSJACRE. BUFFER VEGETATION NOT TO BE FERTILIZED
D. BEEDALLOTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O-0-10 AT 100
_
NPDES PERMIT,
LBSJACRE.(UNLESS OTHERWISE NOTED)
\ / _
�"----_�_ i \ \ r� Y
\
PONOS WITH AMINIMUM 3'ORGANIC SOILS$SEED SLOPES BETWEEN NW-AND YRHWL WITHAWATER
�. BUFFER AREAS NOT TO BE FERTILIZED
D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE.
U // ek O,
TOLERANT MIX.
TOLERANT
E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1(FT)OR
/
-- - -
1- / ' BE 928 %
6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET GTRUCTURE FOR PONDG ARE INGTALLED. GREATER.
F. PLACE APPROVED STORM SEWER INLET IN AROVED ED STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS
ENTRANCE _ _
MONUMENT I BER
/- - - - - - - - - - - - % 928
7. STREET SECTION -
RR
22&ST-23 FOR DEVICE
COMPLETED. REFER TO CITY DETAILS ST-22&ST-23 FOR APPROVED DEVICES.
_ _ _ _ _
9 /--------- ________
g14 \`
1.5'WEAR COURSE
G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED.
H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION.
\ OUTLOTA
OUTLOi�E\ WILLIAMBROS.PIPELINEEASEMENT_--
2.0' BASE COURSE
12"CIC14.
o �\---
\ I
?Q" SELECT GRANULAR BORROW
MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY.
RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION.
GAS GAS GAS \ 1
GAS GAS GAS-�-cqs GAS �GA5__GA5
I
8. DRIVEWAYSLOPES-
MINIMUM-2.0%
15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN IT IN HEIGHT.
920-- 920MAXIMUM-10.0%
16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL
x \
2V BACK918 _ - )
9. POND- 10: 1 BENCHFOOT) THEN 3:1 MAX
(1
17. SILT FENCE: BEFORE GRADING -MW LF
_- -
960
10. LO SEWO WO PADS 3:1 MAX. ALL OTHER SLOPES 4:I MAX UNLESSNOTED
AFTER GRADING -320 LF
"S qB)-7 -ItEZ6 6'6{6) T- - - -- - _-
_ - - - -
- -- - -
-I. //�
�I I� II
I
CONTRACTOR L. PROPER REMOVAL, NGOF
1T
18. CAT 3 EROSION CONTROL BI-10,800 SOFT
_
g1y (9'OZ6)
4111 IS (Z'OZ6) (0"LZ6) 11 It 1,
SVEGEPTISTESYSTEM,ANG ETC. REQUTRED,A APPLIC RLE,
STORAGE TANKS, ON-S ESEPTIC SYSTEMS, WELLS, ETC.IS REQU RED. PERM SAKE REQU RED, AS APPLICABL&
RAGE ON-SUEARE
19. FINAL GRADING PLANS AND SOIL REPORTS MUST BE SUBMITTED TO THE INSPECTIONS DIVISION BEFORE BUILDING PERMITS WILL BE ISSUED
B"LZ6) yya
G 6 7 R
g1 �iwszoo A E LL6.j9 - 5 II I
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O
20. ENGINEERED DESIGN AND BUILDING PERMITS ARE REQUIRED FOR RETAINING WALLS EXCEEDING FOUR FEET IN HEIGHT.
�/
N�
�I g1inw, I 1 -I�\L. t��11 ��a�\ 9�� 9'Z�176 H9 �D'--d8 b"£16 d8 8"£16 d8 Z't46 dB pB
�9 OZ6 8� 8� ��'
21. DEMOLITION PERMITS MUST BE OBTAINED BEFORE DEMOLISHING -STRUCTURES.
b� J jL
.�a'ozs3� 8� 8� E3 =1 I -
(Is IN I p2 6 �O I"- -- �OGEUO II SWIS Hl C I,Z6 jl L 1,Z6 jl
\ VZZ6 J
o
HOLDDOWN DETAILS
22. PERMITS FROM CARVER COUNTYWILL BE REQUIRED PRIOR TO ANYWORKOCCURRING IN THE RIGHT OFWAY.
I, S'Z Hl \T
E'. 921.9 <J10 - ` 5 CURB 9OZ6 H� �-0' Z6 j�J £'ZZ6 Hl
J L �-- i_b LZ6� 8' I,Z6 jE) 11
Z
23. WETLAND BUFFER MONUMENTS TO BE COINCIDENTAL WITH BCOD MONUMENTS.
JI Z'iZ6`O'ZZ6 =10 L ~
C' "mo
\ ` --� -- -� --�
E
S
H FINISHED GRADE PER
24.WETLANo BUFFER MONUMENTS TO BE INSTALLED IMMEDIATELY SUBSEQUENT TO COMPLETION OF FINAL GRADEATLOWER ELEVATION OF RETAINING
A -- - n
9069.�GFr - - _ . e -
\ r �`I
�4! \
R M S
SB GRADING PLAN
WALLS.
r
90a'�- -- 0 3 �_ -'----ot- >. ---------s -'
\ \ m
O N
EL GARAGE FLOOR
25. WETLAND BUFFER MONUMENTS MUST BE INSTALLED BEFORE BUILDING PERMITS WILL BE ISSUED.
_ _ ,� b I
900-- �' O \ 1 I ce o y \ J \ _
\20\
W T
10' 15' 2.5' BELU LOW GARAGE FLOOR
26. RETAINING WALLS TO BE OWNED AND MAINTAINED BY HOA
898 m -/1J
P
I_
BFNJO ELEVATION
27. RETAINING WALLS TO BE CONSTRUCTED OF[MATERIALI
GF 9Zp.9_� F- - -m / �b .�6 ptj 92t e
ao.F �Y 922�9�I' ATF 98'1.2 ii -- I
- 2 1 GRIND ELEVATION AT WO (XXX.X)
28. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN SIX FEET MUST HAVE ADEQUATE SPACING SUCH THAT WALLS DO NOT STRUCTURALLY
EACH OTHER
_I\ I GF921.6��
T I L
89 GF 2 .8 .f,F 921.4; 22.0
4�
TI-12 11 '�`- -
TF 21.3 eO'q > �
CURB REAR PAD ELEVATION
FIM
NO
FIRE NOTES:
TF�9 1.7 1f I TF 922:3
'
�
I
6.0•
BSMT FLR 5% 3:1 MAX
//
89 0/ Y \
TOPSOIL
M N
1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF
SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE
to O1
Wsw Br 1 / I
\
REMov[nrvD
lj�
m \ n
\
6EP ccE n I -
W
cuNG \
25' 11' 14' 15'
2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED.
FIRE MARSHAL MUST APPROVE STREET SIGNAGE.
1l \'
I\(9�'� �1) X9187) `9199)1 / I v
50'
3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE.
I\
Nw-eea d L ` L\ \ \ I _
�' - J I
I
65
- - 9x2.5 GF 29 2.5\
I
85' PAD
'I TF 922.8 �� I
(IJNLESSOTHENWS NOTED)
WALKOUT (WO)
L-
I
E FINISHED GRADE PER
S H GRADING PLAN
R M
WETLAND BUFFER \ \\ \ -� L 1
SS GARAGE FLOOR
\ _
\ \ \ s@
I
W T EB 2.5' BELOW GARAGE FLOOR
\ - -
- - -o
-a0
SPECIFICATIONS:
I
10, 15'
LOOKOUT ELEVATION
I, 1
\
\\ I
25.0
GRND ELEVATION AT LO(XXX.X)
-- 2:1
REAR PAD ELEVATION
MONUMENT
BUFFER MARKER TEMPLATE:
CONSISTS OF A POST AND A WETLAND BUFFER SIGN
TYPICAL LOT DETAIL e'o ! ` �D#1
�iC`O
DDRB 3.6%
v
C G- 6. ) _
,0
I
6.0• 31 MAX
CLEAN WATER WETLAND BUFFER SIGNS
R \
I
TOPSOIL BS TF R
it
STARTS HERE MOUNTED FLUSH WITH THE TOP OF THE POSTS
DENOTES LOT CORNER i/�. �� ,b \ - \ �
I
25' 5' 20' 15'
ELEVATION <�r c �tic� (
;I I
0
55_'
. FASTENED WITH NON-REMOVABLE SCREWS OR RIVETS
DENOTES LOWEST e9 0 891,
65'
ADJACENT GRADE ..
POST MATERIALS
\
N11,a+ 1
I
85'PAD
(IJNLESSOTHERwSENOTED)
DENOTESLOT
11 1
LOOKOUT (LO)
4" x 4" SQUARE
NUMBER
(995_6) DENOTES REAR OF 870 SQ FT ENKAMAT/ �)
TREATED WOOD OR OTHER CITY APPROVED MATERIAL
OVERFLOW
1 BUILDING PAD
-- -
E
POST INSTALLATION
DENOTESBASEMENT
�`?0 Iri
I
S H FINISHED GRADE PER
FLOOR ELEVATION '9 �Jl
BE 9931 �'
R M S
S GRADING PLAN
INSTALL POST PLUMB TO A HEIGHT OF FOUR FEET ABOVE
DENOTES HOUSE
DENOTES GARAGE LO 996.1 FiQ �FS/ `
I
W T EB GARAGE FLOOR
GRADE.
TYPE
FLOOR ELEVATION LO
SET AT LEAST 42 INCHES IN THE GROUND
.. i
�LNCJ-A, I
GF 1001.5 _ _ DENOTES SETBACK
III
tic otic -
II
10' 15' 3.0' BELOW GARAGE FLOOR
DENOTES EASEMENT - ---- - - LINE 1
F_ '
+/-3:1 MAX
INSTALLED AT EACH LOT LINE WHERE IT CROSSES A
WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200
LINE TYPICAL RETAINING . . . 1
-- -
FEET BETWEEN SIGNS (IF NO BUFFER IS REQUIRED,
99ao - 11 1
WALL DETAIL >, 111 )
/�i
1%MIN.
CURB
THE MONUMENT SHALL BE AT THE EDGE OF THE
WETLAND)
99a.o _ _ _ _ _
DRIVEWAY SLOPE (PER GRADING III
L�� I
TOPSOIL
BSMT FLR
PLACE ADDITIONAL POSTS AS NECESSARY
TO FOLLOW BUFFER CONTOUR LINE
PLAN ELEVATIONS)III
\
4�� III
25' 25' 15'
11111
50'
I
65'
WARNING
HIGH PRESSURE PIPELINE I
I
ENSURE FULL BASEMENT PADS ARE DRAINED
66PAD
D,HBRwISE NOre01
I
Excavation and/or Construction Prohibited
IDNLESS
FULL BASEMENT (FB)
I
Without compliance with State One-Call, AND
NOTES:
1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW
I
GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL,
Without Written Permission From
SUBGRADESHALL BEDOWN 0.50FEET.
STANDARD DETAILS
I
2. ESTABLISH FINISH GRADE AT ALL 10'FRONT YARD UTILITY
EASEMENT LOCATIONS.
WETLAND BUFFER MONUMENT
MAGELLAN PIPELINE, L.P.
3. THESE DETAILS REFERENCE A 8' POURED FOUNDATION
A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINES) I
WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO
GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS.
50 25 0 25 50 100
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
11111
LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
_
_rl� _rl�L❑ I❑F❑E❑
4b",O
ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.
DRAWING NAME
NO.
BY DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITIMATE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
^ p -;v7��//
V 1 n A /�
/,J`- Lam, .,,5. IC/r l�
SERs su, �
�`' F'o
w N SATHRE-BERGQUIST, INC.
CITY PROJECT NO.
FINAL GRADING PLAN
ARBOR GLEN
GOLF LAKE CONDOS, LLC
FILE NO.
23605-001
EKLO BASE
09
DLS 07/26/16
WATERSHED REVISIONS
-
DRAWN BY
10
MDM 07/26/16
GRADING REVISIONS
CHANHASSEN,
MINNESOTA
IJW
11
DLS 09/12/16
WATERSHED DISTRICT REV.
5
11
CHECKED 8Y
12
DLS 01/25/17
FINAL PLAN SUBMITTAL
o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
m
`�
Q4.FRs PLP?2
DLS
13
MDM 04/07/17
REVISE SITE PLAN
DATE
14
DLS 04/21/17
REVISE SITE PLAN
Daniel Schmidt, P.E.
Date: 01-11-17 Lie. No. 267
14
04/08/15