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ONE CALL
SEE SHEET C17
C6 RIM 87.42'
IE 4" CON N 84.5
IE 12" CON SW 82.5
IE 24" CON S 82.4
SDMH RIM 87.16'
IE 24" CON N 82.5
IE 12" CON SE 82.5
IE 8" PVC SW 85.5
CONC
J1 +00 JO+00 29+00 28+00 27+00
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EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.
00
kid
44863 _
2 AS -BUILT INFORMATION ADDED I RVM/EZ 12/06/10 VB
3 AS -BUILT INFORMATION ADDED I AW 11/20, _d
NO. I REVISION
SURVEYED:
DESIGNED:
AW, JH
DRAWN:
AW, JH
CHECKED:
AG, DC, AW, JH
BY DATE APPR APPROVED:
AG, DC, LH
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
SSN 85,77'
IE 12" CLAY SW 79.
IE 6" CLAY NE 79.8
IE 12" CLAY NE 79_
0 20 40
1 "= 2 0'
AS -BUILT
THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON.
HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO
THESE PLANS.
GROUP FOURInc.
Land Surveying ll Civil Engineering
Land Use Planning Biological Sciences
16030 JUANITA-WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011
(425)7754581 * (206)3624244 * FAX(206)362-3819 * www.GRP4.com
No.
REVISION
DATE
BY
1
AS-BUILTS
12-3-10
RVM
G4 PROJECT NO. 09-4193
0 TES
WA TER NO TES.
AJ' COVER MINIMUM. (TYPICAL)
A21AISTALL SHACKLE RODS PER
CITY OF RENTON STANDARD
DETAILS,
AjREUOVE AND SALVAGE EXISTING
FIRE HYDRANT.
5Q sv WATER SERVICE
REPLACEMENT PER STANDARD
DETAIL J20.1. (TYPICAL FOR
ALL SERVICES) CONNECT NEW
METER SETTER AND NEW
COPPER TAIL PIECE TO
CUSTOMER PRIVATE SERVICE
LINE.
A6CLOSE VALVE AND REMOVE EX.
VALVE BOX. (TYPICAL FOR
ABANDONED VA VES)
A S-BOIL T
DRA WINGS HAVE BEEN PREPARED FOR
AS —BOIL T RECORD BASED ON INFORMA TION
PROVIDED BY THE CONTRACTOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
DATE
CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09
PLAN AND PROFILE: SW SUNSET BLVD. PAGE:
RENTON STA 31 +50 TO STA 27+51
DRAWING NO:
Planning/Building/Public Works Dept. I I C 6
RECORD DRAWING/AS-BUILT SHEET. n OF:32
MONNE NO" IN