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MIM. 10' FROM 5' FROM BIT TO FAC WALL AFf
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ITARY SEWER) \ y
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DIRECTIONAL RILL 1.25"
BE FIELD
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UTILITY NOTES:
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I I DESIGN BY S) WIRE END 10'
ROW. BEGIN PRIVATE / FROM EDGE OF NEW X' G z.o�
WETLAND g6 / �' g/ ROP. PRIVATE 6" BIT. GRAVITY SE RV. 09 .0
NON NWI' / ( WATER (SOR -11 PROP. PRIVATE 8" SAN.. END ELEV. 973.5. WAL
LIP
L NOLL 90'± FROM MH2
\ 1' SAN. SERV. (LOT 3)
UT STUB END INV 978.0 ®i50'
1
1. ALL SANITARY SEWER AND WATER SERVICES SHALL HAVE TRACER
WERE. GRAVITY SANITARY SERVICE STUBS SHALL BE MIN. Y4" PER FOOT
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(CITY #CB13) /A°TE IPS%HDPE) DIR. DRILL (SDR -/1 IPS /HDPE) DIR.
INSTALL WY FOR THIS
LOT 3
(2 %).
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NWL 953.1 8 GV OM PVT. HyD. TO DRILL FROM PVT MH2
U a PUBLIC fi" GV. TO NEW PUBDC MHI
/
SERVICE. ( FI AL
LOCATION A D
A
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I
NO OVERNIGHT STREET CLOS
. URES ARE ALLOWED ON MANOR ROAD.
3 4. CONTRACTOR SHALL REPLACE ALL STREET SIGNS AND MAILBOXES
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$ / FR
100 -YR 958. 9 6 G� H
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EDE 963.5 / ,- !
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ELEVATION TO BE
FIELD LOCATED BY
DEVELOPER. vERIFV
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vnTH atv of pOSS. HOUSE
I
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LOC. & /
PER ORIGINAL LOCATIONS. CONTRACTOR TO PROVIDE TEMPORARY
o SIGNAGE AND MAILBOXES AS NEEDED.
5. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN THAT SHALL
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DESIGNED P.J.K. /MR.P.
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R -96I JJJJJJ2 Q
/neJ4 /SHd Iu Block 1
SHORENO00 PRIOR TO ELEV.; FINAL
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LOC. & /
BE REVIEWED AND APPROVED BY THE SHOREWOOD CITY ENGINEER
PRIOR TO CONSTRUCTION.
DRAWN H.R., ,
/nv -94 &B6
By BUILDER.
TO
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6. CONTRACTOR SHALL OBTAIN "STREET EXCAVATION" PERMIT FROM
CHECKED P.J.K.
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LOT 4
J INSTALL.)
(HOME BE
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FIRE
/ 882
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CITY OF SHOREWOOD IF REQUIRED
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Q WALKOUT D &u EASE. 7. MAINTAIN MIN. 18" VERTICAL & 24" HORIZONTAL SEPARATION
' '°
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14' BIT. ONLY WI TytIN 11 t
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/ / FOSS. HOUSE LOC. & ELEV,;
BETWEEN SANITARY AND WATER SERVICE LINES.
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(HOME TO BE FIRE SPRINKLED)
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WARNING
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WIDEN EX IS T ING WT 12' BIT.
A VEN 15'
BIT. ONLY WITHIN DEEPHA
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/ _ - - - - - -- SURVEY
COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY
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WETLAND //3 NWi "PUB!
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LIN _ BE
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- AND ALL UNDERGROUND UTILITIES.
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:
1 1.3'
950
— --
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DRI
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—
SANITARY
AND
WATER
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IN 7' COVE
DR -11)
FIELD
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