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R 1 3 COVER MINIMUM. (TYPICAL) Q)INSTALL NEW 48-0 SANITARY
P \ SEWER MANHOLE.
2 REMOVE AND SALVAGE EXISTING
FIRE H YDRAN T. QREVOVE EXISTING SANITARY
0 o SEWER MANHOLE AND REPLACE
3 INSTALL SHACKLE RODS TO WITH NEW SANITARY SEWER
BEND PER Cl TY OF REN TON MANHOLE.
o STANDARD DETAILS \ '
5 6 P ° N 0 20 40OVCSIDESEWERSTUB ,, , v
o 5 3/4" WA TER SER VICE (TYPICAL).
REPLACEMENT PER STANDARD f) - \ \ " '
o \ DETAIL 320.1. (TYPICAL FOR OPLUG EXISTING SANITARY
ALL SERVICES CONNECT NEW SEWER 0N o w
METER SETTER AND NEW '.o °o \ ,
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L=91.06'
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STA. 9+40.6, 8.3 RT W, z 48"0
STA. 5+50.0, 5.2' RT 1 12'x8" TAPPING TEESTA. 5+10.7, 4.0 L T ° C2 D 1 () , O (1) 8'x6" TEE (FLxFL) (1) 8 22%2 BEND (MJxMJ) (1) 8 GV (FLxMJ)
1) 8" FLxMJ ADAPTER 1) 8" 90- BEND (MJxMJ)
0 (1) 8" GV (FLxMJ) " CONNECT TO EX. 12 Dl
z (1) 6" GV (FLxMJ)
J (1) FIRE HYDRANT ASSEMBLY
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GROUP
A S—BUIL T
DRAWINGS HAVE BEEN PREPARED FOR
AS– BOIL T RECORD BASED ON INFORMA TION
PROVIDED BY THE CON TRA C TOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
6 +00 7 +00 8 +00 9+00
O p VWA YC'9
SURVEYED: SCALE:
VERTICAL: NAVD 1988
DATE:
EXISTING UTILITIES ARE SHOWN FOR , y %o, 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL- NAD 1983/1991 CITY O F 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09
ONE CALL REFERENCE 0 N LY. CONTRACTOR C - DESIGNED:
AW' J H FIELDBOOK:
0 3 AS BUILT INFORMATION ADDED Aw 11/20/12 PLAN AND PROFILE. SW 4TH PL
PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: _ R E \ T 0 \
1-800-424-5555UTILITIES _P_
Aw, J STA 5 +00 TO STA 9 +50 DRAWING N0: A MINIMUM OF 48 HOURS 44863
ONE INCH
w c O \ CHECKED:
DC, AWE JH AT FULL SCALE Planning /Building /Public Works Dept. C2PRIORTOCONSTRUCTION. FS
ONALR
G
N REVISION APPROVED: '
IF NOT ONE INCHS
BY DATE AP PRR SCALE ACCORDINGLY SHEET: OF:
AG, DC, LH RECORD DRAWING/ASmBUILT
w 3092
L 5 3 2
200 m ^ o 200
w 'Nz SW 4TH PL. • NJ w m oz .
m Qr.
C° NNW
w
Q. o ..... .............Q. . ........... .................. X90
780 z 780
ROAD
70
3 : LF 8 CL –52 Dl POL Y R ---- -- .
l 6 0
323
AS -BUILT
THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON.
HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO
THESE PLANS.
Inc.
Land Surveying Civil Engineering
Land Use P/annmg Biological Sciences
16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011
425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com
No. REVISION DATE BY
1 AS- BUILTS 12 -3 -10 RVM
G4 PROJECT N0. 09 -4193
LF 8
AB)....9'....
PVC
88 LF 8' PVC
X60
282 : CAB)
29'
w
750
740
o
Q
720 720
AS -BUILT
THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON.
HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO
THESE PLANS.
Inc.
Land Surveying Civil Engineering
Land Use P/annmg Biological Sciences
16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011
425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com
No. REVISION DATE BY
1 AS- BUILTS 12 -3 -10 RVM
G4 PROJECT N0. 09 -4193
EX 3/4" WATER SERVICE AND
METER TO EX SFR TO
REMAIN
NEW 1" WATER METER AND
SERVICE INSTALLED BY CITY
FORCES PER COR STD PLAN
320.1
NEW DCVA TO BE INSTALLED
ON-SITE PER COR STD PLAN
340.8
WET-TAP CONNECTION TO EX
8" WATER MAIN PER COR STD
PLAN 300.6
1-6" X 8" TEE (MJ x FL)
1-6" GV (FL x MJ)
CONC BLOCKING
1-FIRE HYDRANT ASSEMBLY
PER COR STD PLAN 310.1,
310.2, AND 310.3
FIRE HYDRANT SHALL BE
INSTALLED WITHIN THE
LANDSCAPE AREA IN THE
ROW, A MINIMUM OF 5'
FROM DRIVEAWYS
PROPOSED FIRE HYDRANT LOCATION SCHEMATIC
BY: JEREMY VALDEZ - CITY OF RENTON WATER UTILITY
ENGINEERING
01/30/2025