Brockwood Asbuilts 122210Q o 7 - , 1 _ __ Lid INV. N =10. -- - - - - -- E D G E O F ��T R E E L I N E - - - -- 970.9 r 971.9 i 972.2 9]32 ` 35 25
•972 �+ ` .9732 �. • 973.0 ' 9 90 OPEN
z o \ o n v n x P i 'lam n �� C� c� 973 N =0.4 E =0. /
a II all �\ s �I� `�`974� J ��. -� v C_ I ! � // /. ) l �7 - E.. _ I
° 3 / f s \ i - ° ._I - _ NFD = 1 0.4 ` i 1
` - - _
Be rn 3.N 33 SILT \ t - - - / \ \ • 971 - _ t 9 4 REMOVE AND REPLACE STRAWBERRY LN. x 73.2 J i l v
N89 10'46 "E 894 99 \ LIJ
1 - / . 9725 (9ra. / L a f Y�
o it N =0.5 /W_O.w - �- f- - l / - - - - - - - - }- - �' � - / (50 BY) PAVEMENT IN KIND OR IN - - A
/ LL ° - - - - - 7- - - - - - - - - - - - - - - -
1 (9737) o (BT1A - - ` - �, f � _ / - - • 9 25 .972 7 / • 974.5 .9742 MH i
- - - T - - - - - /9 �. y - - - - r r X✓ i / / \ • 9727 5 6 • 9h3.7 /1� r // ACCORDANCE WITH SHOR PLATE RDW -0012 INV -959.6 T3.
10 -/ <
/ O ��DRAINAGE & UTILITY EASEMENTG / 1 I' / - - P( INV -9.
10 / D GE & UTI EA MENT G O 10 10 �/ i 574 9 / 53." ✓C (U-
•571. =. -, -. EXISTING CONTOUR 4 L.F. 8
I O
/ f / ` o • 973.2 / • 973 4 973.3 SDR 26 3- 2% /
IX� / • 9]3.2 tr,�It+ ( \JI'
'> E O I� ei 9729 A� \ 5 . Ba • 974.8 n. 97� 3 , 973.1 / 9 4N/ :13795:10
p
EXISTING CONTOUR Al EteY� "2 O V
.972.6 9741 i
P . 973.3 // ' 974.3 i x
Al A O b
973.80
2 $ 19.3G
or 9 x \ 973.8 Z
YSBS S �`�' N �.(•� - \\ B4fi \ c aAI O O \ ^ 97 ° O °O°
TOP OF • 973 4 / \ ORO0 ° l/ 973 N Q Y l- ZL6� - - / \ \ \ - -` •973.5 n(� BENCHMARIfq]J, 6 l I : "DO o� ° p ,po 0 � r N
- 1 -
BL K Q . Q i i 973. fi 9]168 W 4.4 / - O O Q o o ROCK ENTRANCE BI
/ I V L ■ _ a+ O 1 • 9]29 ! • 973.8 ✓ O O p d ¢ 'O O
i4 / \ r • 973.1 IRON PIPE ''` O 1�O b O OI
O O ' LOT 2 A A O ° O d ° ° O
974 • 6737
N 230,581.92 S .ft. 5.29 acr5s 1 G.t \ n o ° o o
°° o
10 10 `� \ n E N BENCHMARK COI, /
bL6 r F 4 / ~ S 97 B 78 -.7 IRON PIPE \ \ • P 975 1 / 5
MP OF SILT FENCE - L J _--1 - - -, \ �9� 5Q'/ :;. -4 9737 s Ab75et r' li
\ \ ;a., ]73 1 7 9 , 974.4 �_ - -� �
N89 ° 10'46 "E 116 974,1(
\ Y
o / • 9727 • 973.0 W3 2 / _" ) � 0 I � W4.3
(9T <A) - - - - - - - - - - - - - - - - - - .11 1D \ 973.1 35.62 1
BE TF 979 63' /3
' • 9]4.1 (,
IRON PIPE • 97 I 974.2 974 •tom' / q ' ,/ h 'l
.o 9 n / \_ \ \ 2 973.. 74 t ' W �.�/ \ m A 1A974.s
N= 0.1/W =1.4 �" �\ �L� W3.29 �iP \� gq1% -/1^ ° o, Y3B 974.1 574
• 97 .0 V / it g ,
\ s \. \ \.9 \\ io \11 F 9� 5� GP 97 � 1 b 974.3 • �'3,r � -i ' �� 9n
O BENCH RK "
L- ( ]3.3 A• : - '8
\ / / • 973.5 TOP OF 9757 i 573.5 . "A' s O v :1• TOP OF CO2 n - -
MA O / '.�." � / L
oB \ \
(97 9
//
IRON 3J21PE 973.4��Q1'� ryA }� Yf � \ i ui \\ � BENCHMARK /
93.89 PE 9/a a p2arico y1tVO a� � / ���r1+ 9 f PA6
D7 /� 26 ° �. 6'INV- W3..8
A r - �Vi /� r Z� - r �A n ) 71.4 'QSB2. 9/0+ 1 01Z �t ' 974.0 -� / / 'r"
f B3 / • 972.7 - .1 - �xS h d \ L"^
V ��� BENCHMARK 97 Ti v'±9/3.8 '� 1 �_�� �, / w. rV� 7H6 Yla_1
TOP 7 W \
IRON PIPE N 1 a // q %, app 9
973 / 7 1 6 STA -3+9D.
973.B 'fl l \ y/ ✓`>xar [ba fx
L \ II N - rOP 9783
U \ \ / 9736 BM1NV -987A1
N =12.82 OO 9737 \ ( . . \ 973.7 , ➢ e� /= „ 4 /v \1 /
, PID: 32- 117 - 2334 -0040 ) / \ • 973.5 \ / <e - -'Y �i�' v � / 16.5 16.5
KID EA MULLEN O / • 2
6035 CATHCART DR i t / 5 \
O 7 // \ 973 '�- - , \ � 0
7�� k' 4. /v /
.973.8 l- .E_ g74 i /• / �_`�
/ P I m 9741 - 1
bN n�
��7 F' SILT FENCE / � 7 si�Tje co3 ,4���, �v � 7 ° /
\\ I / N O O L / \ 9737 STA -33i ?' ' P r J` /
//! 10 - DRAINAGE & UTILITY EASE NT c \\ / r
\ U \ a ]an - 'a]4.' y \ \.. TOP 87 5.]5 I ( �\ ! \
976 1 9D 1/2" OPEN
FD 1/2 OPEN N= 01 / L -_ L -� f -f •� - ' o /1 Jx
" . =1. a 9 /
/ - - - - - - - - - - - - - - - 53� \
N = 0.0 W_0.5 - - - - - - - - - _
- - - _ (972.7) f - ( ` r- N89 °10'46 "E I ' -- _974.^ ` \ .974.1 'Al / SILT -)
\ I X 99 4- \ ( J l�
\ N= 0.O/W =2.8 \ 974.2 I • y N=0.3/W =0.2 J /
33 33 _ `
o n v n x r n ��� \d �� I " i_ L_- ` ( ..) \\ /
• 974.3
i - � - � fs `� �� 979.0 1 / \Ra l7 \ ��✓ . /
// .g7H __.
s ..
RECORD PLANS
PRIME CONTRACTOR -
BlN BE a EI. )
CATHCART DR.
EMH
STA -0 +00
TC-977.2
BLD -12.82
970
G
MH2
STA -1 +00
TC -976.9
BLD -11.90
COREJRIUL-
BY
Revisions Per City Comments
11 -07 -08
ADM 6
Removed proposed WM
R.S.M.
11 -13-08
RECORDED PLANS
J.M.L.
12 -22 -10
N: 137952.10
/
ON
/
I
N: 137781.80
MEMO
E: 439958.42 EMH
I
Sl
E: 439754.88
City of Shorewood
E: 439829.96
- ox,. " ":'°x•S'E
TvF S CONN
Detail
-
F whSR
PV CI T ARY
aft C 6ANIARY BWER
ND c FE
0 +00
O
970
'a
j 960
Z
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE
FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL EXISTING UTILITIES.
Mx�B..BB
a... x .r
B a
uBrtr -ne
ow 11 N Te
e arliW aYET BY fee
PIN texxranox ei Tv AwN t
eler Mm i NEni ' par.
o nr,r wuwrr
B
Au.
cory re .an orn al
] Ti
.-e An 9AC N.- V . Ir M asere
City of Shorew
` STANDARD MANHOLE FOR
is
SANITARY SEINER
rmw,�rro1 xms xo scut
a
� WSB
City of Shorewood
SANITARY SEWER
SERNC CLEANOUT
Standard Det
Detail No.
SAN -004
011131
,IF t' Marks
I Wye plugged End
/ 1/8 Bend
1 6" PVC SOR -26 Pipe Min. Slope 1/4" Per foot
2"x2" Marker
J
X 1/2 Pipe Diameter
eter Min. ee 1' Marks
See Note 2.
Sanitary Sewer
Gravity Main
SANITARY SE'vVEH SERVICE CONNECTION DETAIL
Services to be Used in Conju,al.n with Plastic Fife Sewer Main for DepthB of
Cover with Less Than 16 Feet.
-. NOTES: -
- 1. Solvent Weld all Joints. (N.e Gnsketed)
2. When Sanitary Sewer Service is lot Accompanied by a Water Service in
the Some Trench, Inslella 6 Heavy Metal Fence Post Next to 2 x 2
Marker and 0 . amt l0 P 6" of Post e Green
., -
Cleanaut Re on Private Prop erty ty if f Distance hem em Ma'q',o House
a Exceeds 90 0 Feet.
0
City of Shorewood Standard Detall
E wm•.�,: TYPICAL SANRARr
ASR D
sET a cM e CE Stall
I
SAN-0
F'B i :. v i0 SJ
,¢l.E f,1uU1 18x5 r
1. s 9 9 6D BY
neBY, .I -....
sEE JGInr DE-a IF eeFOn 1 �
mxrneT� Ervc.eexLxT
E xBMVI lnliz +,r Fee :m
EYTl1 Yx�ME "•xEINELBYFx -
Bri
F "B' in exFxe o
W F SENEN 11 el EB 11B5
SI I i r
i a PE,a 51BExcrx 115T IBW
6'Steel Fenc e Post -
Markin End of Service
Paint �op E" Florescent
Gree-
FL
Variable I 9'
UTILITY CONTRACTOR
STREET CONTRACTOR -
!�' PRIVATE DRIVE
Metro General Services
5790 Quam Ave. NE
St. Michael, MN 55376
Metro General Services
5790 Quam Ave. NE
St. Michael, MN 55376
Metro General Services
5790 Quam Ave. NE
St. Michael, MN 55376
BY
Revisions Per City Comments
11 -07 -08
ADM 6
Removed proposed WM
R.S.M.
11 -13-08
RECORDED PLANS
J.M.L.
12 -22 -10
N: 137952.10
/
N: 137772.75
/
N: 137781.80
N: 137854.44
E: 439958.42 EMH
I
Sl
E: 439754.88
City of Shorewood
E: 439829.96
- ox,. " ":'°x•S'E
TvF S CONN
Detail
-
F whSR
PV CI T ARY
aft C 6ANIARY BWER
ND c FE
6'Steel Fenc e Post -
Markin End of Service
Paint �op E" Florescent
Gree-
FL
Variable I 9'
UTILITY CONTRACTOR
STREET CONTRACTOR -
!�' PRIVATE DRIVE
Metro General Services
5790 Quam Ave. NE
St. Michael, MN 55376
Metro General Services
5790 Quam Ave. NE
St. Michael, MN 55376
Metro General Services
5790 Quam Ave. NE
St. Michael, MN 55376
NORTH
RECORD PLAN COMPLETED BY: JML
DATE: 12/22/2010
Standard DOW 50 25 0 25 50 100
Detail No.
SAN -01S SCALE IN FEET
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.
f -O � --1 -S-- DATE / REG.NO Z�L4 g
REVISIONS
BY
Revisions Per City Comments
11 -07 -08
R.S.M.
11 -11 -08
Removed proposed WM
R.S.M.
11 -13-08
RECORDED PLANS
J.M.L.
12 -22 -10
N: 137952.10
N: 137772.75
N: 137707.07
N: 137781.80
N: 137854.44
E: 439958.42 EMH
E: 439669.14
E: 439754.88
E: 439829.96
E: 439894.89
STA -0 +00
SMH 1
CO 4
CO 3
CO2
Coll
TC- 974.70
STA-0 +53,4
STA -3 +07.2
STA -2 +13.7
STA -1 +15.3
BLD -19.30
TC- 975.06
't
TOP 976.3
TOP
TOP 974.3
TOP 975.2
TOP 975.3
BLD -15.46
00
970,
r __
1 --- _----------------
------ _----------
_________________
__,__________
___________
__________
____
_________________________
-- _______________
______ __________ _________
_ ________ __________
-- 70 � 9
SDR 26 0
I m 82.9 LF -6 i�
I ti
53.5
LF -6"
COREDRILL-
18 "XB" REDUCER
SDR
Z
26 I@ 2.0
%i
CONNECT
,_
SDR 26
� 2A%
98 .4 LF
!�
roe EX
I
DR 2 @2.0%
116.3 LF -6"
s6
z
m
ro
I
m I
z
CP SDR R6 @210% ai v
O 53.4 LF -
a
? - --
- - - -- 8LY C
W
z R CP
SD 26 >
I
ED @ 41 v
950.
---- r �---
�------ r ---------
f
�- I ----
�--------
.
i I ----
------
---------
I
----- �----- -------- ------ 50950
10 LF - $"
PVC F
z
SDR 26 0,2.009
LU
g
940;
r ,
LU
LU
mI m!
Bit: "Na:
m! mI
cal (n):
q:
v;
q:
v; v;
mI
v;
m!
v;
mI v,l
v; v;
oa! MII
v; v;
vi NI q:
v; a; v;
r! m! r
CO: m; In
r:
r-: r-:
n:
M: r:
n: r:
r-: r: r:
m; m;
m; m;
m;
m; m;
DO:
m;
m;
m; m;
m; m;
m; m; m;
m; F
4 +76.66
4 +50
4 +00
3 +50
3 +00
2 +60
2+00
1 +50
1 +00
0 +50 0 +00
NORTH
RECORD PLAN COMPLETED BY: JML
DATE: 12/22/2010
Standard DOW 50 25 0 25 50 100
Detail No.
SAN -01S SCALE IN FEET
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.
f -O � --1 -S-- DATE / REG.NO Z�L4 g
REVISIONS
BY
Revisions Per City Comments
11 -07 -08
R.S.M.
11 -11 -08
Removed proposed WM
R.S.M.
11 -13-08
RECORDED PLANS
J.M.L.
12 -22 -10
CD
U°
Z cb
re-
I t
_ N
LO
H 0)
M
L0
LO
C Z
V N
N - N
W
W
W N Q
l ee-
LL
''
vJ O
L0
T
J�
J� y >
C0 t-t- 0.
�i0N3 co \c
e <
W
'
(L U)
IX W
o
LLI
U)
e <
LL
0
0 O
07
O LU
Z
U > °
n LU
I ' O
W vJ
U
J
Q
L
0
Z
J
V
W
_/
mere
R.S.M.
CHECKED
R.E.P.
DATE
08 -25 -08
SCALE
AS SHOWN
JOB NO.
88505 -001
FILE:
BASE_S5.DWG
SHEET
1
OF 1 SHEETS