1996-01-04_BRYNMAWR_PLACEBR
FILE COPY
r
KNOW ALL MEN BY THESE PRESENTS- That Brynmawr Place Limited Partnership, a Minnesota limited partnership, fee owner and
r: Bruce A. Thomson, mortgagee of the following described property situated in the County of Hennepin, State of Minnesota, to wit:
I�
Lot 4, AUDITORS SUBDIVISION NUMBER 247, accordin( to the plat of record thereof, Hennepin County, Minnesota.
E '
AND
€ Tract H, REGISTERED LAND SURVEY NO. 122, files of the Registrar of Titles, Hennepin County, Minnesota.
Has caused the same to be surveyed and platted as BRYNMAWR PLACE and does hereby donate and dedicate to the public for
public use forever the place, road and the drainage and utility easements as shown on the plat.
In "witness whereof said Brynmawr Place Limited Partnership, a Minnesota limited partnership has caused its presents to
be signed by its proper partner this day of = I- 14 r 19.
BR YNMA WR PLACE LIMITED PARTNERSHIP
t '
By. The Pem tom Land Company, a Minnesota
t
corporation, rt general partner
Daniel J. Herb ,5t, President
TA f�
S TE OF
COUNTY OF
The foregoing instrument was acknowledged before me this oi � � da of `� � � � ° ®�r,4.V
y 19 } , by Daniel J. Herbst,
President o.f The Pemtom Land Coupon), general partner of Brynmawr Place Limited Partnership on behalf of the partnership. J -
21 ,.iu r as, i
; '`ar Public
y - County, Minnesota
_
My Commission Expires
n , °-
ti
In witn whereof said Bruce A. Thomson mortgagee, has caused its
presents to be signed this day of
BRUCE A. THOMSON, mortgagee
�j Bruce A. Thomson
STATE OF 6,1
COUNTY OF The foregoing instrument was ackno, le,1ped before me this day of 19 by Bruce A. Thomson,
I hereby certify that taxes payable in
Dated this
day of
Patrick H. O'Connor, Hennepin County Auditor
19
By Deputy
Orainage and Utility Eosernents care
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ACE
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Found J.L.M.
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1 2 1 1 145.00 143 00 '43 00 143.00 121.09
10
io 7 F
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Being 5 feet in width and adjoining 10
otherwise indicated ond 10 feet in N
-igh T -- of- woy lines is shown on the 24 2,
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85-76 s 8-qO5o'j 119.98- S 89 E 128.4J 5 " 8E
Drainage and Utility
5 28 E�
Drainage and Utility - ---- 41.55
Easement Easement
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Bearings Shown are Assumed
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T C. N
C. u C. NO.
66
i
,q%ng, mw a szmmu W
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11"Y'
Professional Services, Inc,
2 of 2 SheeI.-,,
F Westwood Professional Services, Inc.
I WOODSIDE ROAD
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t ® ® ln(.b SIB I ee Z!"nbre T o r. s : -� l 9b`l 9Eo� .. {�= ! r (��• MINNEW.4SHTA
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GENERAL NOTES:
STREET HOLDDOWN SHALL BE 27.5" UNLESS OTHERWISE NOTED. THE GRADING
CONTRACTOR IS REQUIRED TO BORROW APPROXIMATELY 1850 C.Y. (CV) OF ON SITE
SANDS AND STOCKPILE THE MATERIAL IN LOCATIONS ALONG BRYNMAWR PLACE
AS DIRECTED BY THE ENGINEER.
ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED GRADE UNLESS
OTHERWISE NOTED.
HOUSE PAD GRADES ARE SHOWN TO THE GARAGE FLOOR ELEVATION. HOLDDOWN
FOR HOUSE PADS SHALL BE 24" FINISHED TO FINISHED UNLESS OTHERWISE
DIRECTED BY THE ENGINEER. REFER TO THE PROJECT SPECIFICATION FOR
DETAILS.
ALL EROSION CONTROL MEASURES SHALL BE INPLACE PRIOR TO
CONSTRUCTION. THESE MEASURES MUST BE MAINTAINED UNTIL VIABLE TURF
HAS BEEN ESTABLISHED. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY
TO REMOVE THE SILT FENCE UPON FINAL ACCEPTANCE FROM THE ENGINEER.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL FOR UTILITY
LOCATIONS PRIOR TO DIGGING.
ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE CITY OF SHOREWOOD'S
REGULATIONS.
THE SITE MUST BE KEPT IN A WELL- DRAINED CONDITION AT ALL TIMES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING
OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING
CONSTRUCTION. LOW POINTS IN ROADWAYS OR HOUSE PADS MUST BE
PROVIDED WITH A POSITIVE OUTFLOW.
ALL TREES NEAR THE CONSTRUCTION MARKED SAVED MUST BE PROTECTED WITH
TREE PROTECTION FENCING. ALL NECESSARY PRECAUTIONS MUST BE MADE TO
MAINTAIN THE EXISTING CONDITION OF SAID TREES.
ALL PONDS SHALL INCLUDE ADDITIONAL. EXCAVATION BELOW PLAN GRADE OF 12"
THIS 12" HOLDDOWN SHALL BE REPLACED WITH 6" OF COMPACTED CLAY AND
6" OF TOPSOIL.
REFER TO THE FINAL PLAT FOR EASEMENT LOCATIONS AND DIMENSIONS.
CID
�I
99'
520.5 -
0 F W0 (517.0
524.0
OK
N > ��
rn
r�
k N �
SILT FENCE (TYP.)
LOT CORNER ELEVATION
IOT NUMBER
DRAINAGE ARROW
- -- WALKOUT GRADE ELEVATION
( IF APPLICABLE )
10' (TYP.)
-- MINIMUM BASEMENT FLOOR
ELEVATION
-- FRONT GARAGE ELEVATION
SE, SWO = GRADED FOR 4.0' DIFFERENCE FROM GARAGE FLOOR
ELEVATION TO FINISHED GRADE ELEVATION.
FB, FWO = GRADED FOR 8.0' DIFFERENCE FROM GARAGE FLOOR
ELEVATION TO FINISHED GRADE ELEVATION..
f HOUSE PADS WHICH ARE SHADED AS SUCH, INDICATES A
cusTm I CUSTOM HOUSE PAD & LOT WHICH HAS NOT BEEN GRADED
OR PREPARED. ELEVATIONS & HOUSE STYLES SHOWN ON
- `_...� SHADED HOUSE PAD ARE ENGINEER'S SUGGESTED DESIGN
FOR CUSTOM LOTS.
TYPICAL LOT
L AI_) IIIN 1 -? t. VV t- ILr - �INU
Mt THOD #1 (Preferred)
1"0". the ' onh„I fob'', � do .,I tho tw ". 11— Ilun
llx't.0 sndim0nt flu. (not side ,t Ihn ;wuy bairn II O
tl,rwl ,uu1 I.UHllun Iho pol0o urJant,t the hu, k w.l of th, UOrr<.t�
1)90 o a' slodye hrvnrne' or vurt,llor doe, n lu 4r ve iho �n1eo u�irr the yr,,,,nd
�.!a th. L rt11r t Ih 'r hrnir r1t rellin to n :1 {,1.r ur rl o'y do1,Iw Ir ���
0 >tlrl n. br 1,1
MI (NI)(I #1 Mt Ili(i(1 '
I
_.__..._._ sul'1't)R 1 N1. I -- - -- - -_ SUITOR I NI 1
It It 1 ANRIC ..._..._111 i'i i! I ANR1c
-- IAMPI Il 11ACKI11I
- •(OMPM I NACKI 111
r `a V ''
F
. ar
TOE IN TRENCH FOR ENVIROVENC:E..
ME THC1U �2
i luy the br)tln'm C ul nu,tltrronlutign ronfr nl fltlu 1, fia -Il un 11'. native 'I'll,
r,no h. Iw" Inol 1-1, 1 it,e tt 41 it
"lino h,ll�hhil un 1110 lobli UH dhow, ood I"ny t
, flan will, fmd o prtwmnl
dnMU(jo unriar Nu' I l,vir,lfaniin unll
SILT FENCE
DIVERSIONARY DIKE
W
P/L
C /L
50' R. 0. W.
— 14' 14'
1
_3.0�._... 0.5' CROWN
I
1.5' S/ ND
PROFILE GRADE
GRADING GRADE
9.5"
TYPICAL SECTION
BR PLA
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s�
t,
P /L
_I
3.0%
6 90
18" (TYP.)
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4
3
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LEG
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A �W
PROP. STORM SEWER
— —
< `
EXIST. STORM SEWER
z a
�
EXIST. TREE LINE
-
TREE REMOVAL LIMITS
SOIL BORINGS
WETLAND LIMITS
- _
r
E XIST. CONTOUR
934 --
C
PROP. CONTOUR
934
11
St
r=
Schu
-Schu.
Lake
Lulea
y `�
8TH Sr
, s1 14
a Virrinia '�bt LAKE
1 0
MIJIVNEWASHT
turf
ID KINGS R
CA.0
T—d—
ARBORETUM 8LV0.
I
I . . . . . . . ...
13
Denotes
iron
monument
set
I . . . . . . . ...
13
I hereby certify that. this plan was prepared by me or under my DESIGNED DKJ _
direct supervision and that I am a duly registered PROFESSIONAL DRAWN
ENGINEER under the laws of the State of Minnesota. JSM JM$
DKJ
DATE RE G.. NO. RECORD DRAWI 9Y/DATE
T `` e.
EDEN PRAIRIE, W.
SHOREWO
PEM— GRAD.DWG, �I
m
I I I I \ \
0 1993 Westwood Professional Spices, Inc.
I
e�
szatcea
� 1
7
e�
,�^^. ---- ..rte-^' ^•
'ar e
WOO
f`
99'
520.5 °-- ---- --
( WO 517.Q
524.0
.- C o;i
c3 > tni ri
to
LOT CORNER ELEVATION
LOT NUMBER
DRAINAGE ARROW
WALKOUT GRADE ELEVATION
(
I F APPLICABLE }
10' (TYP.)
MINIMUM BASEMENT FLOOR
ELEVATION
FRONT GARAGE ELEVATION
SE, SWO - GRADED FOR 4.0' DIFFERENCE FROM GARAGE FLOOR
ELEVATI t GRADE ELEVATIO
FB, FWO - GRADED FOR 8.0' DIFFERENCE FROM GARAGE FLOOR
ELEVATI , i FINISHED GRADE ELEVATION
H OUSE # N AS SUCH, INDICATES A
..: CUSTOM HOUSE •.r► & LOT NOT R
OR PR EPA R ED. H
5HADED HOUSE PAD ARE ENGINEER'S SUGGESTED DESIGN
FO CUSTOM LOTS.
TYPICAL LOT,
1. Place the sedimentation control fabric side of the fence In the direction
of the anticipated sediment flow (net side of the system away from the
flow) and position the poles against the back wall of the trench.
2. Use a #5 sledge hammer or similar device to drive the proles Into the ground
untl the bottom of the industrial netting Is approximately 2 below ground
love:. (See diagram)
3. Loy the bottom 8 of sedimentation control fabric Into the trench
4. Bockfll the 'trench with native soil and compact.
METHOD # METHOD #2
I PC
PC
OT NE,
FABRI
BACK'
ILL
s
U LTIMAT IE
25.0
8
21 .2
CA
50' R.O.W.
28' (B--B)
14' ~- ---~-
0.5' CROWN
1.5' SAND
9.5"
"' '-4 1
Call 48 Hours before digging:
GOPHER STATE ONE CALI
Twin City Ar i!
• !!
TTT'r°a
e l i t l l y
t I t t
1 i
i t
1 ,
1
1 t
4� r j 3--w a$ 0040
I
I
i
t
t
:LEVATtQNl A -A PLAN VIEW
0
- - -- LAKE
M1NN$WA.TffrA i
PROP.
STORM SEWER
EXIST.
STORM SEWER
EXIST.
TREE LINE'`t
TREE
REMOVAL LIMITS
w
•
Z CC
in us Les
4C Pse 5
ic 4C
►_
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0
J
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Na
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•
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J 1994 Westwood Professional Services, Inc.
f o r
AL
Y 4
y { I-
i
BRYN
SHOR S:
1,,./ ' P c G J �r
l v YI o
Westwood
1 WeS? T: ar '_,
Eder? proiril>y V "i
6 2 93 - 7 c,
PROJECT NO. 9: 318
FILE COPY
Storm Sewer
1
i
g
1
1
1
1
1
j
3
I
1
1
1 0 1994 Westwood Professional Services, Inc,
STORM SEWER CASTING SCHEDULE
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE
9
CB
R-2502—C
10
STMH
R-1733
11
STMH
R-1733
12
FES
20
FES
21
STMH
R-1733
22
CBMH
R4342
23
CBMH
R-3250-1
24
CB
R-3250-1
30
FES
31
FES
40
FES
41
STMH
R-1733
42
CBMH
R-3250-1
43
CB
R-3250-1
SANITARY SEWER CASTINGS SHALL BE NEENAH R-1642—B
WOODSIDE ROAD
MINIMUM WOOD OR
METAL STAKE
_4"TO 24" (VARIES)
" FABRIC
NOTE. BOTTOM OF FABRIC !S BURIED IN TRENCH
AS IT IS WHEN INSTALLED AS SIL -IT T FENCE,
'_ '
MAXIMUM DISTANCE BETWEEN POS Q S 4'
AN ADDITIONAL POST VI A` BE E ADDED
TO EACH SIDE.
SILT 'FENCE lNLr_J SEDIMENT FILTER
COMPACTED SOIL
DROP INLET WITH GRATE—/ TO PREVENT PIPING- -STAKED STRAW
i BALE
RUNOFF WATER
WITH SEDIMENT FILTERED WATER
N _T
LE
\ --STRAW BALES STAKED
WITH 2 STAKES PER BALE
BALES STAKED'
1 2" TO 24" FROM INLET
TYPE B
I
STRAW BALE INLET SEDII F!LTER
i T
SLOPE 3/4' per ft. 3,1
; 4
J
SLOPE 3/4" per ft.
2 6
TYPICAL CONCRETE CURB & GUTTER
(D418)
- 3" R 1 i
Z'R
3'
SLOPE 3/4" per ft. 3" R - ! 6
SLOPE 3/4" per ft,'; s op
21
.28
; N
& I'l U 7 - i — F
T E CU R B
D
CCj C. R E
(B618)
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Are- 454-0002
Mn. Toil! Free 1-800-252-1166
1 1/2 BITUMINOUS WEAR COURSE MnDOT 2331, TYPE 41
TACK COAT MnDOT 2357
2" BITUMINOUS BASE COURSE MnDOT 2331, TYPE 31
6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1
18" SAND BASE (STOCKPILED ON SITE BY GRADING CONTRACTOR)
DESIGN F-1
R-12 DESIGN
C/L
PAL 50' R. 0. W. P/L
28' (B—B)
14' 14'
4 4%
T6 CROWN _
TELEPHONE 4' 2'
1 C
ELECTRIC
GAS PROFILE GRADE --DESIGN F-1
GRADING GRADE
TYPICAL SECTION
ROAD SURFACE
SUBGRADE ELEV.
COURSE FILTER AGGREGATE
(MnDOT 3149.2H)
GFOTEXTILE FABPIC—TYPE 1 ;1
)
(VinDOT 3 ^ 3 3:
PERFORATED 4" PVC
LEGEND
EXISTING
LOCATION MAP
k ORONO
NOUN u
Bay
cl
_k�
0 SWM! TmH TO
S1 E SHOREWOOD
mithtow 0 Ro 3
ay 1
'Al
Lake
N ETR TA Minnewashta�
PROPOSED
Sanitary Sewer Sanitary Sewer —®--- --
Water WGter
_;Yd, W Valve Hyd. w\VcJve
Sl.orm Sewer Sl'corm Sewer
D418 C. & G. (TYP.)
ISLAND — 6618
r —
F` LEV 1 S 11 CIN
4
Westwood
Westwood Professional Services Inc
14180 West Trunk, Hwy
Eden Proine, MN 55344
51=' 337 - 5 5 0
hereby certify that li_tis plan was prepared by me or under rny_
direct supervision and that 1 am a duly registered PROFESSIONAL
ENGINEER under the l ows of the State of Mhnnesota.
DA FE RFE01, NO 1 915 5
1 .
DESIGNED DKJ CHECKED DKJ
DRAWN TFVV RECORD DRAWING BY/DATE
D ATE
2/22/94
SHEET
2 OF 6
93318 3RYf
L i
6 P, _
PERFORA1 UNDER DRAIN CAE TAil
. L.
I� ca l
_ T4
RUNOFF WATER
WITH SEDIMENT FILTERED WATER
N _T
LE
\ --STRAW BALES STAKED
WITH 2 STAKES PER BALE
BALES STAKED'
1 2" TO 24" FROM INLET
TYPE B
I
STRAW BALE INLET SEDII F!LTER
i T
SLOPE 3/4' per ft. 3,1
; 4
J
SLOPE 3/4" per ft.
2 6
TYPICAL CONCRETE CURB & GUTTER
(D418)
- 3" R 1 i
Z'R
3'
SLOPE 3/4" per ft. 3" R - ! 6
SLOPE 3/4" per ft,'; s op
21
.28
; N
& I'l U 7 - i — F
T E CU R B
D
CCj C. R E
(B618)
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Are- 454-0002
Mn. Toil! Free 1-800-252-1166
1 1/2 BITUMINOUS WEAR COURSE MnDOT 2331, TYPE 41
TACK COAT MnDOT 2357
2" BITUMINOUS BASE COURSE MnDOT 2331, TYPE 31
6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1
18" SAND BASE (STOCKPILED ON SITE BY GRADING CONTRACTOR)
DESIGN F-1
R-12 DESIGN
C/L
PAL 50' R. 0. W. P/L
28' (B—B)
14' 14'
4 4%
T6 CROWN _
TELEPHONE 4' 2'
1 C
ELECTRIC
GAS PROFILE GRADE --DESIGN F-1
GRADING GRADE
TYPICAL SECTION
ROAD SURFACE
SUBGRADE ELEV.
COURSE FILTER AGGREGATE
(MnDOT 3149.2H)
GFOTEXTILE FABPIC—TYPE 1 ;1
)
(VinDOT 3 ^ 3 3:
PERFORATED 4" PVC
LEGEND
EXISTING
LOCATION MAP
k ORONO
NOUN u
Bay
cl
_k�
0 SWM! TmH TO
S1 E SHOREWOOD
mithtow 0 Ro 3
ay 1
'Al
Lake
N ETR TA Minnewashta�
PROPOSED
Sanitary Sewer Sanitary Sewer —®--- --
Water WGter
_;Yd, W Valve Hyd. w\VcJve
Sl.orm Sewer Sl'corm Sewer
D418 C. & G. (TYP.)
ISLAND — 6618
r —
F` LEV 1 S 11 CIN
4
Westwood
Westwood Professional Services Inc
14180 West Trunk, Hwy
Eden Proine, MN 55344
51=' 337 - 5 5 0
hereby certify that li_tis plan was prepared by me or under rny_
direct supervision and that 1 am a duly registered PROFESSIONAL
ENGINEER under the l ows of the State of Mhnnesota.
DA FE RFE01, NO 1 915 5
1 .
DESIGNED DKJ CHECKED DKJ
DRAWN TFVV RECORD DRAWING BY/DATE
D ATE
2/22/94
SHEET
2 OF 6
93318 3RYf
L i
6 P, _
PERFORA1 UNDER DRAIN CAE TAil
. L.
j - -----
12+
F NS'
Westwood
Westwood Protessloral Services, inc
14180 West Trunk Hwv 5
Eden Prairie, MN 55344
612 y3 - 7-5150
i rereby certify that 'his plan was prepared by me or under my
direct supervision and that I am a duly registered PROFESSI]ONAL
ENGINEEF - under the laws of the State of Minnesota.
DATE R E G. N
(DESIGNED DKj CHECKED DKJ
DRAWN TFW RECORD DRAWING 8Y /DATE
OWNER
THE PEMTOM LAND COMPANY
EDEN PRAIRIE, MINNESOTA
BRYNMAWR PLACE
SHOREWOOD, MINNESOTA
0"
SANITARY SEWER &
WATER MAIN
BRYNMAWR PLACE
DATE Is
2/22/94
SHEET
3 OF 6
93318 BRYIN"U'DO D -t�G
0 1994 Westwood Professional Services, Inc.
Ca'11 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 454-0002
-
_j cQ Mn. Toll Free 6
n
0
6
3:
SAWCUT EX. BIT. SURFACE, 0 50' 100' <
T-
REMOVE & REPLACE EX. CL. 5 ( (n
BASE & BIT. PAVEMENT (TYP.) U-1
Lj
TRAFFIC CONTROL IS CONSIDERED THE
I . t
RESPONSIBILITY OF THE CONTRACTOR
m
8" GATE VALVE AND IS 'CONSIDERED INCIDENTAL TO
THE CONTRACT.
8" X 8" TEE
I SALVAGE EX. 12" X 12" TEE & REINSTALL
FOR PROPER ALIGNMENT
REMOVE EX. 12" DIP PLUG & CONNECT
TO EX. 12" X 12" TEE W/12" X 8"
8 GATE VALVE
REDUCER
HOWARDS POINT ROAD 8" GATE VALVE
PLUG 8" DIP WATER MAIN
10' BEYOND PROPERTY LINE
S TA. 61+40
8" X6" T` E
'
HYDRANT W/AUX. VALVE
PLUG 8" DIP WATER MAIN
8" 90" BEND 9 6*' DIP 5
—1/4 BEND 1 GROUND ELEV.=966.5
� 8" 11 5'- 0 1
PROTECT POWER POLES DURING J 10' BEYOND PROPERTY LINE
WATER MAIN CONSTRUCTION (TYP.) STA. 36+60
79 C'
20
z �� �1
- 1 0
— Is
Westwood
Westwood Professional Services, inc
14180 West Trunk Hwy. 5
Eden Prairie, MIN 55344
937-5
hereby certify that this plan was prepared by me or
under 7
direct supervision and that I Gm a duly registered PROFESSIONAL
ENGINEER under the laws of the State of Minnesota.
�L A ' E
eo - IN
DESIGNED DKJ CHECKED DKJ1
DRAWN TFW REC09D DRAWING BY/DATE
OWNER
THE PEMTOM LAND COMPANY
EDEN PRAIRIE, MINNESOTA
BRYNMAWR PLACE
SHOREWOOD, MINNESOTA
93318 BRYNWA'! DWG
01 ,994 Westwood Professional Services, Inc.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
SAW CUT EXIST. BIT. SURFACE
Twirl City Area 454 -0002
1 Mn. Toil Free 1
21900 DENOTES SANITARY SEWER SERVICE REMOVE AND REPLACE EXISTING
INVERT @ PROPERTY LINE. / CLASS 5 BASE AND BIT. PAVEMENT (TYP.)
EXISTING 9" PVC SANITARY SEWER -�
I = + 55 DENOTES SANITARY SEWER SERVICE WVOODSIDE ROAD
I WYE 0 �
WYE LOCATION ON MAINLINE FROM - --
DOWN STREAM M.H. f
REMOVE EXIST CB
PLUG 8" DIP WATER MAIN INSTALL NEW CB -9
10' BEYOND PROPERTY LINE -� t 7-°
1
8 X 6 TEE I /� 1" COPPER SERVICE (TYP.) REMOVE 8" PLUG
8'- 6 DIP
T CONNECT TO EXISTING
HYDRANT W/ AUX. VALVE ! I6' 13' 8" X 6" TEE fig' CUT IN 9" X 4" WYE '
8" DIP WATER MAIN
GROUND ELEV. -972.8 2'- 6" DIP 4" PVC SERVICE (TYP.), STMH -10
_ HYDRANT W/ AUX. VALVE
WYE =0 +95� WYE =2 -f-45 GROUND ELEV. =972.8 I L "'_E =2 +08 WYE =0 +7 6-
WYE =1 +09
0' 50' 100' 150' 9 963.0' 960.5 958.5 TRAFFIC CONTROL IS CONSIDERED THE
963.2 RESPONSIBILITY OF THE CONTRACTOR
AND IS CONSIDERED INCIDENTAL TO
THE CONTRACT.
STMH -11
24 23 22 21 20
BRENTRIDGE DRIVE
FES -12
SKIMMER STRUCTURE
SEE SPEC. FOR DETAILS
SEE SHEET 4 OF 6 FOR ;
HOWARD'S POINT ROAD
WATER MAW DETAILS y V�
O
FES -30
\;
I FES -31 12" RC APRON � ' Z �
I 12" RC APRON SOD END o
I � SOD, END
SEE SHEET 6 FOR o
WOODSIDE RSTORM SEWER DATA OAD
r
R F.. V I .J i (J "Ni S
Westw
Westwood Professional Services, Inc
14180 West Trunk Hwy. 5
Eden Prairie, MN 55344
51 9 37- 51 50
I hereby certify that this plan 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.
DATE REu. NC.- 19153
pESIGNED D K J CHECKED Dh J
DRAWN TFW RECORD DRAWING BY /DATE
OWNER
THE PEMTOM LAND COMPANY
EDEN PRAIRIE, MINNESOTA
BRYNMAWR PLAICE
SHOREWOOD, MINNESOTA
DATE
SAN SEWER
WATER M AIN &
2/22 -
STORM SEWER
SHEET
WOODSIDE ROA
s o f s
9331E SRYNUTIL2.DWG
F'EV1SIvNS
Westwood
Westwood Professional Services, Inc
14180 West Trunk Hwy. 5
Eden Pralne, MN 55344
612 95- 150
r•erebq - erttify that this plan was prepared by me or under 1
direct supervision and that I am a duly registered PROFESSIONAL
ENGINEER under the laws of the State of Minnesota.
D A TE R G. N u._ 19153
(DESIGNED DK J CHECKED T K7J
DRAWN TFW RECORD DRAWING BY /DATE
OWNER
THE PEMTOM LAND COMPANY
EDEN PRAIRIE, MINNESOTA
BRYNMAWR PLACE
SHORE'WOOD, "MINNESOTA
STORM SEWER
& STREET
BRYNMAWR PLACE.
93318 BRYNSiRM1.DWG
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