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THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
m EXCAVATION.
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INSTALL 54 LF
8"0 PVC: C900 CL 150
WATER MAIN
STA 10 +50.00, 19.50' LT
INSTALL
1- HYDRANT ASSEMBLY
FLANGE ELEV= 340.87
INSTALL 300
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SCALE IN FEET
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BY
9 +95.00, 10' LT
ISSUE DATE:
May 2010
JOB No:
M02
DRANWNG FU No.:
290.02 UT -01
8 "0 C900 CL 150
PPROX EXISTING GRADE
DRAWN BY.
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CONNECT TO EXISTING
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WATER MAIN
� CL TYP
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MAINTAIN 42 MIN. COVER .(�P� .
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INSTALL 620 LF 4 "0
4 "0 S.T.E.P. MAIN
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PVC 1 PS 1120 SDR 21 CL 200
INSTALL
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1 -4 GATE VALVE (Md)
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MAINTAIN 60" MIN.. COVER (TYP)
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BY
DESIGNED BY:
B JOHMN
ISSUE DATE:
May 2010
JOB No:
M02
DRANWNG FU No.:
290.02 UT -01
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ALL DIMENSION
SHOWN IN FEET
UNLESS ^OT'HAERWI;
DESIGNATED
DRAWN BY.
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APPROVED BY:
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z 2 SHEA CARR - JEWELL
v 4u ENGINEERING AND PLANNING SERVICES
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qF 691 �0 2 2102 CARRIAGE DRIVE SW, BLDG. H, OLYMPIA, WASHINGTON 98502
j s T ER P: 360- 352 -1465 F: 360 -352 -1509
At- WWW.SHEACARRJEWELL.COM
12 +00
SW BERRY VALLEY ROAD
FRONTAGE IMPROVEMENTS
YELM, WA
00. THRUST BLOCKING
N WATER VALVE
Ak HYDRANT
• BLOWOFF
----- s— EX S.T.E.P. MAIN
s PROPOSED S.T.E.P. MAIN
N SEWER VALVE
OOco CLEANOUT
NOTE:
1. WHERE CONNECTING TO EXISTING WATER AND SEWER,
REMOVE ANY END OF LINE CLEANOUT OR BLOWOFFS
AS REQUIRED. REUSE AT THE PROPOSED END OF
CONSTRUCTION IF POSSIBLE.
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APPROVED FOR CONSTRUCTION
BY: Date:
Dunlopma t Savica l'rgmea
APPROVAL EXPIRES:
UT-01
UTILITY PLAN AND PROFILE SHEET No.:
10 OF 14
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