CC Staff Report 07-12-2010 VOIDCITY OF
CHANHASSEN
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
1591 Park Road
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
www.ci.chanhassen.mn.us
MEMORANDUM
TO: Todd Gerhardt, City Manager
FROM: Bob Generous, Senior Planner
DATE: July 12, 2010 <C-167:1
SUBJ: Amend Final Plat for Lakeside Fourth Addition
Planning Case #10 -06
PROPOSED MOTION
City Council approval requires a majority vote of City Council present.
"The Chanhassen City Council approves the amended final plat for Lakeside
Fourth Addition; date stamped received July 1, 2010."
PROPOSAL SUMMARY
The applicant is requesting an amendment to the final plat approval for Lakeside
Fourth Addition creating 22 lots and 4 outlots with a variance to permit a 20 -foot
wide private street to access Block 3. The amended final plat revises Block 3 and
Outlots B and D. The proposed amendment changes the orientation of the homes
on Lots 5 and 6, Block 3 and straightens the east end of the private street. The
proposed subdivision complies with the requirements of the Lakeside PLD
regulations. Staff is recommending approval of the amended final plat for
Lakeside Fourth Addition. All other approvals and conditions remain in place
from the May 24, 2010 final plat approval.
BACKGROUND
On May 24, 2010, the Chanhassen City Council approved the final plat for
Lakeside Fourth Addition.
SUBDIVISION REVIEW
Lakeside Fourth Addition consists of the platting of two outlots creating 22 lots
and 4 outlots with a variance to permit a 20 -foot wide private street to access
Block 3.
Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow
Todd Gerhardt
Lakeside Fourth Addition
July 12, 2010
Page 2 of 4
Amended Final Plat:
r �r
r
i
a a
r Y g T 1 3 _
r a v
r l � `."df.. .. o �xn 88j � • �s
` _._ .�_.,.._.- $ ��t. f. • :F � .�--�"
s £ S I D E
Previous Final Plat:
�, ✓ S •. err � :s�
� s
L mar
c
LAKESIDE FOURTH ADDITION
Todd Gerhardt
Lakeside Fourth Addition
July 12, 2010
Page 3 of 4
COMPLIANCE TABLE
There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are
from the perimeter of the development and between buildings, rather than to individual lot lines.
The schematic below shows the change in orientation for the homes on Lots 5 and 6, Block 3.
Area (square feet)
Notes
CODE
2,700
L1 B1
2,872
L2 B1
2,925
L3 B 1
2,921
L4 BI
2,925
L5 BI
2,925
L6 B1
2,916
L7 B1
2,883
L8 B1
2,925
L9 B1
2,925
L10 B1
2,955
Outlot A
33,046
Will be used as common open space and driveway access to
the units.
L1 B2
3,318
L2 B2
3,938
L3 B2
3,750
L4 B2
3,980
L5 B2
3,667
L6 B2
3,715
L1 B3
4,835
L2 B3
4,596 4,788
L3 B3
4,368- 4,560
L4 B3
5,499 -4,560
L5 B3
6,999 -4,560
L6 B3
5-,202-
Outlot B
27,022 30,616
Will be used as common open space and driveway access to
units
Outlot C
12,963
Development retaining wall and development monument sign
Outlot D
, 12,869 13,476
Will be used for the private street and guest parking
Total
168,926
3.878 acres
There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are
from the perimeter of the development and between buildings, rather than to individual lot lines.
The schematic below shows the change in orientation for the homes on Lots 5 and 6, Block 3.
Todd Gerhardt
Lakeside Fourth Addition
July 12, 2010
Page 4 of 4
RECOMMENDATION
Staff recommends that the City Council approved the final plat for Lakeside Fourth Addition,
creating 22 lots and 4 outlots with a variance to permit a 20 -foot wide private street to access
Block 3. All other approvals and conditions remain in place from the May 24, 2010 final plat
approval. The construction plans shall be as modified to accommodate the change.
ATTACHMENTS
1. Reduced Copy Final Plat.
2. Reduced Copy Lakeside Fourth Addition Area Sketch.
3. Reduced Copy of Lakeside Fourth Addition Grading, Utility & Street Construction Plans.
gAplan\2010 planning cases \10 -06 lakeside fourth addition (lakeside twinhomes) \final plat documents revised 7- 1- 10\revised final plat memo.doc
Original Orientation Revised Orientation
LAKESIDE FOURTH ADDITION
KNOW ALL IIFlI BY TIESE PRESENTS: loot R.E.C., In a M--t- to —ot-, fx moor, of Ma fdlo -9 d.—i,Id prapaly
.Waled in Us U-1, of Carver. Slat. of MNn.wla, to Ml:
WUat S. LAKESIDE, oworelnq to the recorded plot thrwf. Carver County, MNn..ata
and
WU.t E. i-E9DE WO ANN7ION, aaaekg to the raaded plot lnas.l. Co— Canty. Mkn.wta.
Na. caaN Ua xne to be .orwyed wd plotted at LAKE90E FOURTH AOMT1. -it dee. nmDY d.- and —k- to the public
la pudk ux bnxr Ne weamnt. as Nom on NI. plot /a dwinage wd utbity purpo.e. only.
In .Ilnex NaeM -Id R.E.C., Inc., a Mlnnesolo camaatkn hoc wuwe lb— pr<.en \. to be .Igxd by Ito prapa ..co,
W. _ doy of . 201—
R.E.G. I—
Rwald E park a.
STATE OF MINNESOTA
COUNTY OF
The foregolnq k.irumwt ex 1— MIdged before ma tht. _ d.y of 201— by Rmald E. Dark a.
of R.E.G, Inc., o Mlnnewta mmaallon. w b.hall of mid capaotion.
Notary Publk, Canty. YNnewla
My Canmlealon Evke,
SURVEYOR'S CERTIFICATE
I haoby — Nat 1 new wxyed one pateee lee property de.or0ed on MI. plat x LMCEMDE FWRTH ADMTON, tbat NM plat N a
wrreM „epre.enlotlw of Me bandwy wrxy, Chat all moNUnatk i dote pod 111,61 are cart dedgnolee w the pal: Nat N
m m V depleted w Ne plat nax Oxn a .EI b. --
h,
Mtnln me lean a. mdcaeId w Iha plat; loot MI .'to, bane ,
sh d .el 1..m a. dl.d M Ms 505.01. subd. 3, eM.lkq a. a/ the sole of Uia corll0mllw — Ib — wd laeaed w th. plat: wd
ot alt publlc wy. are Nom one labded an the plot.
JNn C. —a R".—dl Land Surroyw
Mlnn...to U.... N. 19828
�NTY OF INNESOTA
Thor foregoing Sormyar. CMIRCate by John C. Wrenn, Mnnewta Ulorm No. 19828, x. acknoMedged before me this _ day
of 201_
Natary Publla Canty, MNne..to
My Cammleeiw Eigk.e
CITY OF CHANHASSEN
RECEIVED
JUL 0 r 2010
CHANHASSEN PLANNING DEPT
PISNEER. .g
SHEET I OF 2 SHEETS
CHANHASSEN. MINNESOTA
ThI, dot of LMESIDE rWR1N ADDITOH .a. appro od and acxpt.d byY the City Coo- of N. Clly ti Chwhaxx. MI ..... I, It
a regular mwlkg Uorwf hold tole day of 201�ond I. In compliance eIN Na prodelan. of Mlnnewta
Sta 'teA Secllon 505.03, Subdld.lw 2. All mwumwt. 01 be eat a. day el 201_ xetlaed by the City Caned
wtl as elated w Ni. plat atwrding t0 MMnewla Sta \ule. Gapta SOS
tltt COUNOL OF TIE OTY of CHANHAESEN, MINNESOTA
By. Mayor By Oerk
COUNTY SURVEYOR, Carver Canty, MTnnxota
Pursuant to Chapter 395. Mlnnewta lox of 1.71, iota plat ho. been approved NI. _ day of 201_
By JNn E. Freanya
Corw Canty Soneyor
COUNTY AUDITOR /TREASURER, Ca— County, Mhmmto
I hsebY oaNfy that tax. poyoble fn _ wd PHa y hero been "Id far Iwd dxaibd m MI, plot. Dated NI. _ day
of 201—
LauN. Fngdrn, County Audta/Trwwror
ey
COUNTY RECORDER, Carver County, MYmoota
1 hereby catlfy toot NI. plot of —9DE FWRN ADO RON 11. fled lhl. _ doy of 201—
It o. 0oammt No.
MoM tandgw. Canty A—
B,
J
SCANNED
LAKESIDE FOURTH ADDITION PLAT FILE NO.
C.R. DOC. NO.
l ` \
CITY OF CHANHASSEN
RECEIVED
<<, ,54.85 JUL 0 1 2010
\
CHANHASSEN PLA` MNG DEPT
qN �B In �,� 3 y E � ,�'� �, E : o ,P 1� ':� l � y° ' ° Y �- � ,�Tr 4 .a A •'b, �,
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OUTLOT A
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4
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4T.m 312.77 t,P9a,tT1 ga g &
S,,V2WE
L la°h -40 feet
0 DENOTES 1/2 INCH BY 14 INN IRON MONUMENT �����- _- - - - -�- -- - - -'- - - - " - -- - - -' —
9ET AND NARKED MW LICENSE NUMBER 19828 =- 1
• DENOTES FWNO IRON MONUMENT.
FOR THE PURPOSES THIS PLAT, Di EAST LINE J,j
BE B, LAKESIDE, IS O HA A
BFJRHNG JtlNC O O F SOUTH OORO' 00' EAST. T T EAST. VE - L
ALL MONUMENTS REWIRED BY MINNESOTA STATUTE METIER
SHOMN ON THIS PLAT OR NOT, NU BE SET MITHIN ONE YEAR
OF WE RECOROING DAM OF THIS PLAT, AND SHALL BE
ENDENOEO BY A d INCH BY 14 INCH IRON PIPE
NARKED BY RLS 198]8.
PIONEERenenemng
SHEET 1 OF 2 SHEETS
SCANNED
LAKESIDE FOURTH ADDITION
AREA SKETCH
AREA SUMMARY
BLOCK 1 - 0.6694 AC
BLOCK 2 = 0.5136 AC
BLOCK 3 - 0.6264 AC
TOTAL LOT AREA =1.8094 AC
TOTAL OUTLOT AREA = 2.0688 AC
TOTAL AREA = 3.8782 AC
is Sr
n 2
B
10
1
B ¢mii g tc
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S 1 loch - M tact
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4 4
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a as n aao °
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—1.
a M OUTLOT A nm,z OUTLOT
01, � Q M
2 4 aw s ab s to
3
OUILOT C
CITY OF CHANHASSEN T ate M °T. a
RECEIVED Ml_ 3 a.
JUL 0 1 2010
CHANHASSEN PLA'VMNG DEP7
SCANNED
LEGEND
EXISTING PROPOSED
DESCRIPTION
fe SY
HYORANT(S)
m M
GATE VALVE(S)
P P
REDUCER($)
— - - - --
EXISTING WATERMAIN
(�
PROPOSED WATERMAIN
— - - - -
O
FUTURE WATERMAIN
SANITARY MANHOLE(S)
— - - - --
EXISTING SANITARY SEWER
<�
PROPOSED SANITARY SEWER
—
B
FUTURE SANITARY SEWER
CATCH BASIN
O
MANHOLE
D ►
RA RED END
0 ®
— - - ' - --
BEEHIVE
EXISTING STORM SEW£R
K—
PROPOSED STORM SEWER
— - - - --
FUTURE STORM SEWER
w
EXISTING ]' CONTOUR UNE
- - --
E%ISnNG 10' CONTOUR LINE
PROPOSED 2 CONTOUR UNE
PROPOSED 10 CONTOUR LINE
—
- - -- �- - --
POND OUTLET LINE
POND HIGH WATER UNE
PROPOSED SPOT ELEVATION
EMERGENCY OVERFLOW
- --- - - - - --
DEUrvEATEO WERAND LINE
" " "" s--•
PROPOSED /EX. NET WALLS
•••••••• • •
EROSION CONTROL FENCE
----- - - - - - --
EASEMENT UNE
GRAVEL SURFACE
O BITUMINOUS
SURFACE
CONCRETE SURFACE
EX. SERVICE
s
EX. LAWN SPRINKLER VALVE
E%. LAWN SPRINKLER HEAD
EX. WATER WELL
EX. CULVERT
. -•" .-
Ex. TREE LINE
EX. MAJOR TREE
— — "- -- "'
-- - -- --
EX. OVERHEAD UTILITY LINES
EX UNDEROROUND TELEVISION
--- :.I----- -I.I --
EX. UNDERGROUND TELEPHONE
" -
EX. FIBER OPTIC LINE
— • —
EX. ELECTRIC UNE
-
EX. UNDERGROUND GAS
-- �' - -- ! ---
EX. FENCE LINE
■
EX. ELECTRIC BOX
k'$'
E%. ELECTRIC BOX
EX. MONITORING WELL
CE
EX. TELEPHONE BOX
®
EX. TELEVISION BOX
EX. UTIUTY POLE
EX. LIGHT POLE
0
EX. TEST HOLE
®
EX. MAILBOX
v
EX. SIGN
ROADWAY
BITIJMINWS PATH
IMPROVEMENTS
CURB UNE
CONCRETE WALK
� RIGHT-OF
-WAY LINE
SETBACK LINE
ma /. ma.Nq. m
epcL
M4
o a%w
y in me.n iou. mai.. a�n
. o «iGl .1 u. o L e:
. a..r ..n . ,Hnl le c a y. VIs Nm. Mlne.l rv.u..ollc..
sepw lotnr ona au comxnsnL apprv.el.
P
]A33 &uRxiw nw.im uw.unavw (WI)691 -�9so
— HelhA.NSfI
LAKESIDE 4TH ADDITION
GRADING, UTILITY & STREET CONSTRUCTION PLANS
CHANHASSEN, MINNESOTA
A
W
I
I, I
I
W
D
.ZJ
n
W
O
D
O
O
O
Z
BENCHMARK
TOP NUT HYDRANT (TNH) ON NORTH SEE OF
LYMAN BOULEVARD LYING 2180 FEET
SOUTHEASTERLY OF THE INTERSECTION OF LN(E
RILEY ROAD AND LYMAN BWIF/ARD.
ELLYATON—]B
TOP NUT HYDRANT (INN) ON NORTH SIDE OF
LYMAN BWLEVMD LYING 0 FEET
SOUTHEASTERLY OF THE INTERSECTW OF LAJ(E
RILEY ROAD AND LYMAN BOULEVARD.
EEEVARONI
LOCATION MAP
SHEETINDEX
1. COVER SHEET
2. SANITARY & WATERMAIN
3. STORM SEWER
4. STREET CONSTRUCTION
5. CITY DETAILS
6. CITY DETAILS
Gl. GRADING & EROSION CONTROL
S1. SITE PLAN
CITY OF CHANHASSEN
RECEIVED
JUL 0 1 2010
CHANHASSEN PLA*MNG DEPT
GRAPHIC SCALE IN FEET
SCANNED
CONNECT TO EXISTING SANITARY
SEWflt. CONTRACTOR TO FIELD
VERIFY LOCATION
E 8 o,
..
CITY OF CHANHASSEN
of
RECEIVED
01
8 TEE /6
, ,Nwa
D
C5 0].0
ONG. E1EV 9016
5 =0 +09
CONNECT TO EXISTING WATERMAI �.-
W /6• GV. _
r
�
CONNECT
2 INV�B8.0
DG =D].p
JUL 0 Y 2 010
INSTALL 1.5' CORP. STOP AND 10' -1.5' � -.�-
_
TO EYJSTINC WAIERMAI I
W /6' GV. & 8 45' KENO /
p
(2) 8' -45' BEND
HOPE SERVICE FOR WATERMAIN TESTING
FLU
AND SNING (SEE DETAIL). /
6' -45' BEND
CONTItAC TO FIEID VEPoFY /I ' L
LOCATON & EIEVATOt4 1 K�
S�0+37
�LOCA & EL A )
L
3 Cs 09.3
. ° '!. '
7'
CHANHASSEN PLAWINING DEPT
8' -80' BEN
4 1NV =99.3
0 l 4
~
S- pB.J
INV =80.5
CS�88.55 0BINV�B4.p6
UTLOTA
INV =80.5 50 86 �L
C5 =88.5 CS =92. gNV =84.0
- V
C592OINV -B8.8
-Z? s' BEND
1 .
, g
/
V-01
- S INV =01.0
CS =120
=1 +6t
9NV =86.8
6'
[ CONNECT
} I - CONNECT TO EXISRNC WAIERMAIN
CONNECT TO EXISTING WAIERMAIN f
W/6' .
C5 =91.8
. J' 8
W /6•X6• N£f TPP
CONTRACTOR FlELD VERIFY %
I
LOCATION N &ELEVATION
B INV=01 t
50469
_ - CONTRACTOR 70 FEW VERIFY
I. LOCATON & ELEVATION.
)
CS =120
INV.
CS =98.0
89.0
50 +00
- REMOVE & REPIACE EXISTING
�BITUMINGUS.
51 +5p
2
NV�
CS
- CURB 8 SIDEWALK.
' €'� =_
V=
05121
OUTLOT 9
= 96.0
.0
i
+53
INV =01.1
m t
v-rI'
s=1 +a 10 �' I i.
0512.1 3
�' •
V =
IN89.0 S�RGV
6'x8'ME 501.
YD ANT
GRAPHIC SCALE IN FEET
C596.gNV = 1ti Bl.
=015 4
W /6'NV
CND. EEV. =g12B
1.5' CORP.
CS =121
5o +e3
BENCHMARK
STOP.
INV =O1.B
1.5' HOPE
- 0512'1
5
TOP NUT HYDRANT TNN ON E OF
( ) SID
SERVCE
O
512.5
I
T
LYMAN A V RO LYING 1180 0 MET
SU RO STE OF THE INTERSECTION
OF TAKE
6• RO]E CUT OFF SERVICE AT
C5125
S -I +6
t A
EUE ROAD AND LttAAN BOULEVARD.
ELEVATION =896.]B
WAIERM CORP. STOP AND REMOVE
TER AIN
PIPE AFTER TESTING.
INV -02.3
0512.5
TOP NUT HYDRANT (TNN ON SIDE OF
'AN N BOULEVARD LYING G 0 ET
MET
WATERMAIN TESTING SERVICE
SOUTHEASTERLY OF THE INTERSTIERS
� ROM YM BOULEVARD.
R ELEVATION
OF TAKE
(TYPICAL SECTION NOT TO SCALE)
B96D3
97 4 '..
..
GROUND
PROPOSED GRADE
I
'..
$ as
....
s
... .: ..
....: .....
ExNC cROUNO ._.. ..
EXISTING
920
...PROPOSED
CRAB
900
.. .: ..
$
PROPOSE D GRADE
H
4�
Ei
695
m,*z, /...I:
970
s
l�
690 ....:: � ::
i
, _
$2_'
\. .905
:..:
✓
�p ti
Ex wa1.L� s
_
..
:..885 :
..... ... .. .. ..E
R
a pe
PVC 5:0044F ..900.
AWN9
5 4
-- ..... ...
.
...
SEPPRATON
..
Il :. E PVC
I {K X
.
9
�
69 Q
'h
B PVC
0R
- 8 PVC 93R 35
00408
-
.
e O C OR 3 67.
670. .....
...
. 1 0
:..
... .... . ... ... .. .... ..
O 0.408
PI�NEER�neni
ummwmou
(9511681 -191d
�..tr.A mm .w�..naomail ry
xi
RON CLARK CONSTRUCITON & DESIGN
gtW
2 II.6
MnMd�HeigNe,MN 551b,.��
M�MDOr,.mM�_
m+wsAA,AMR
SANITARY SEWER & WATERMAIN
TS99 V/E9T 6rnFFr
LAKESIDE 4TH ADDITION
Omi9e�r»0
NA. MI.N A550)9
CRANNASSCN T'F5p1'A
CITY OF CHANHASSEN
RECEIVED
JUL 0 1 2010
STRUCTURE TABLE
STRUCTURE
STRUCTURE
NEENAH
NAME
g2E
CASTNC OR
EQUAL
CB -201
}8'%24'
R -JOBTV
CBMH- 202
48' DIA
R -26J}
CB -203
2J' dA
R -25J3
CHANHASSEN PLADlNING DEPT
GRAPHIC SCALE ., PEE,
BENCHMARK
TOP NUT HYDRANT (TNH) ON NORTH BIDE OF
AN BOULEVARO LY,NG 2180 FEET
SOUTHEASTERLY OF THE INTERSECTION OF LAKE
RILEY ROAD AND LYMAN BOULEVARD.
ELEVATON-BB8.79
TOP NUT HYDRANT (TNH) ON NORTH BIDE OF
LYMAN BOULEVARD LYING 2190 FEET
SOUTHEASTERLY OF THE -"ON OF LAKE
RILEY ROAD AND LYMAN BOULEVARD.
ELEVATON-896.13
920 _. _..
920
975.
�
...:
� $Sg
8�
915
p :
ss
910
5 SING
coo
. .. ..
..
910 ..
PROP
L
PROPO
905
�,
dtADE
I
9 Q.
695 ....: . ?
O Y OO,S
„2
_
695
_
E
y ? �
690 ...::: .... .. ... "
690
PISNEERen
........ .....
.. ... .. ...... .. ...... ....... ....
.... .. ............... ........... ... .. .... .. ...
M..m " MN 35191 - - ",:
�y' -W
.�
°"""""
STORM SEWER
RON CLARK OSTUCI'[TON &DESIGN
LAKESIDE 4TH ADDITION
; OF 1J
SCANNED
TYPICAL SECTION
E
_ 1ESa
- - --
• cmu x — T cewow s( (woa"rim ev " amw
CURVE TABLE
CURVE
DELTA
I LENGTH
I RADIUS
I TANGENT
C1
6.59
40.68
1 35.67
22.85
C2
3650'18'
35.28
1 54.88
18.28
C3
623'08
34.71
31200
17.40
C4
1613'35'
35.40
1 12500
m82
CS
95027'
1 21.41
125.00
10.76
TOP NUT HYDRANT (TNH) ON NORTH SIDE OF
LYMAN BOULEVARD LYING f18D FEET
19m SOUTHEASTERLY OE THE INTERSECRON OF ME
06.15 TOP OF CURB ELEVATON RILE1' ROAD AND LYUAN BOULEVARD.
OR SURMOUNTABLE WRB ELEVATdi-79
T OR B612CURB LflATW TOP NUT HYDRANT (TNH) ON NORTH SIDE W
MAN BWIEVARD LYING 3490 FEET
8612 SURM WNTABIE CUM k WTTER RILEY RIDGE RILEY RIDGE N OUN 5TERLY W THE INTEMSECTON OF LAKE
8612 WRB & GUTTER RILEY ROAD AND LWAN BOULEVARD
CITY OF CHANHASSEN
2
RECEIVED
A.
7 6
2
6
$ URMO NTPBLE PB k CU
to � "'
-'• .�C
RNW CURB RB k GUTTER
3 CITY PLATE 05203
JUL o l
JU 1 2 1 0
CITY
4 P TE
/5 9
dP,. .
B. Ci
3
\
OUTLOT A .'
4 8612 CURB 4: GUTTER
pTY TE X203
s
2 E %LE TBAIL
6
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GRAPHIC
SCAIE IN FEET
BENCHMARK
TOP NUT HYDRANT (TNH) ON NORTH SIDE OF
LYMAN BOULEVARD LYING f18D FEET
19m SOUTHEASTERLY OE THE INTERSECRON OF ME
06.15 TOP OF CURB ELEVATON RILE1' ROAD AND LYUAN BOULEVARD.
OR SURMOUNTABLE WRB ELEVATdi-79
T OR B612CURB LflATW TOP NUT HYDRANT (TNH) ON NORTH SIDE W
MAN BWIEVARD LYING 3490 FEET
8612 SURM WNTABIE CUM k WTTER RILEY RIDGE RILEY RIDGE N OUN 5TERLY W THE INTEMSECTON OF LAKE
8612 WRB & GUTTER RILEY ROAD AND LWAN BOULEVARD
SCANNED
ELEVATON =696.13
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LEGEND
EXISTING PROPOSED
DESCRIPTION
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CONCRETE SURFACE
SELECT BACKFILL MATERIAL
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GRAVEL CONST. ENTRANCE
—
FIBER .—BET
GRAPHIC SCALE IN FEET
BENCHMARK
TOP NUT HYDRANT (TNH) ON NORTH SIDE OF
LYMAN BOULEVARD LYING 3180 FEET
SWTHEAS'IERLY OF THE INTERSECTION OF LANE
RILEY ROAD AND LYMAN BOULEVARD.
ELEVATION - 886.79
TOP NUT HYDRANT (TNH) W NORTH SIDE OF
LYMAN BOULEVARD LYING 3490 FEET
S EASTEflLY OF THE INTERSECTION OF LAKE
RILEY ROM AND LYMAN BOULEVARD.
ELEVATION- 896.13
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JUL 0 1 2010
CHANHASSEN PLA&MNG DEPT
GRAPHIC SCALE IN PEET
SCANNED