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6+00
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.
kid
44863 _
SEE SHEET C12
7+ 00
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
0 20 40
1 "= 20'
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 l/ Civil Engineering
Land Use Planning Biological Sciences
16030 JUANITA-WOODINVILLE WAY NE 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 NOTES.
Ai4'1- COVER TYPICAL, 3' COVER
MiNiMuu.
A2REVOVE AND SALVAGE EXISTING
FIRE HYDRANT.
A5jw WATER SERVICE
REPLACEMENT PER STANDARD
DETAIL 320.1. (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)
SEWER NO TES:
20 REMOVE EXISTING SANITARY
SEWER MANHOLE AND REPLACE
WITH NEW SANITARY SEWER
MANHOLE.
0 6" PVC SIDE SEWER STUB
(TYPICAL).
AS -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 3RD PL. PAGE:
R E N TO N STA 5+25 TO STA 10+25
DRAWING N0:
Planning/Building/Public Works Dept. I I C8
RECORD DRAWING/AS-BUILT SHEET. 11 OF:32
MONNE NO" IN