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RIM=392.36
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ALCULATED POSITION
N: 174678.522
E: 1303239.9942
BENCHMARK Y'
TOP C NTER BOLT OF FIRE
HYDRANT AT THE SOUTHEASTI
EjD OE JONES AVE S
(ELEVATION=395.56' I
I I
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N01'46'04"E 351.36'
/T
`N01'46'04"E
23.34'
(3)1�8"DEC
1-THRUST BLOCK
1 - 8"x8" FL TEE
1015 JONES AVE - 8" - GV MJxFL
VE S 1 - 8" -ADAPTER FLxMJ
PARCEL: 1 - 8"x8" REDUCER FLxMJ
329470-0410 DEADMAN
1009 JONES AVE S
0+20.7, 11.8'LT jW.V.) AND 0+20.5, 8.7'LT(W.V.) PARCEL:
STA. 329470-0415
BLOCK
_ a" i.rvnrAi CROSS (M x f )
M
\\\�\
coNc COL
WITH "NO PARKING"
LUMINAIRES
4 LscAPE
/LASS — I\ — CRW 4
IWM —
913 JONES AVE S
PARCEL:
329470-0421
GRASS
CONC
DRIVE
JONES AVE S
(DEf3V)TED PUBLIC RIGHT -OF Y)
WOOD
BARRICADE
METAL (2)20"DEC WOOD
GRASS BARRICADE/ BARRICADE
GATE (2)20"DEC 26"DEC
(�)��"DEC (6)2D-24"DEC
STA. 1+88.0, f0.8'LT JONES AVE S GRASS
CLUSTER+7s 1rLT
INSTALL: STA. '�'kzr "C -f0:-
JONES AVE S _1 __g x2"z TAPPING _ TEE
:R STD. DETAIL 310.1 INSTALL:
GRASS — 1" AIR VAC AOQEM V PER M.
DETAIL 340.3
26"DEC 22"DEC
WATER NOTES. •
6Q
APPROXIMATE LOCA71ON OF EXISTING SANITARY SEWER
Q1
3' COVER MIN/MUM. (TYP.), UNLESS 0714ERWISE SPECIFIED.
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR
2Q
REMOVE EXISTING FIRE HYDRANT.
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A
3Q
CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
ABANDONED VALVES)
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS
A
REPLACE EXIS77NG J/+" WATER SERVICE WINEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
-NTRIFIED CLAY- RE-SEC77ONED W1774 PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
5AP07HOLE
IN THIS LOCATION AHEAD OF WATER MAIN
-CONCRETE.• RE -SECTIONED WI7H ROMAC SADDLE
INSTALLA77ON TO ESTABLISH LINE AND GRADE.
_pyO. RE-SEC770NED WI RIGID COUPLINGS OR A
ROMAC SADDLE
07
EXIS77NG WA7ERMAIN MUST REMAIN AC71VE DURING
CONSTRUCTION. INSTALL NEW WATER MAIN BELOW
EXIS71NG WATER MAIN IF NECESSARY.
0
oi-,800-424-55
SHOWN
ONE -CALL RE RENCE ION LITIES Y ARE lCONTRACTOR OR
ALL FIELD LOCATE ALL EXISTING JWILITIES A MINIMUM OF 72 HOURS
Knowwhatsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
ORIGINAL PLANS STAMPED Ott:
AN R Y3NYGANYGANDT ORS/19/17
Kel
DRIPLINE (TYPICAL)
REVISION
GRASS
901 JONES AVE S \
905 JONES AVE S PARCEL -
PARCEL:
JONES AVE S PARCEL: 329470-0430
PARCEL: 3\\\y
329470-042029470-0435
�\�
EAVE EAVE
GRASS
GRAss 4
4 m GRASS 4
'D. t/20"CON o CQNC
-- -� - --- --IFUL
RIVE -- ii
JONES AVE S
20"DEC
SURVEYED:
BRIT
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AW, AG
BY DATE APPR APPROVED:
AG
24
ASPHALT
SCALE:
1 =20
ONE IINCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
GRASS
VERTICAL: HARD 198E
HORIZONTAL DAD 1983/1991
DATUM
"NO PARKING"
GRASS
WOOD
BARRICADE
(1)20"DEC AND
(3)16"DEC
CLUSTER
GRASS
12"DEC
GRASS
4 P.S. ASPHALT
PARKING
AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE)
CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER
VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE
MARKUPS WERE MAINTAINED BY LASER UNDERGROUND &
EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE
MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND &
EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR
ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS
WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND
ACCURATELY REFLECTED HEREON
�d CITY OF
RENTON
Planning/Building/Public Works Dept.
0 20 40
1 "= 20'
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6
7(6)M AILE
STEEL C
RAIL
"DEAD END"
NO MON
CALCULF
E:
(s I
GRASS
N01E• ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLA770N.
DATE:
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
FIELDBOOK:
PAGE
JONES AVE S DRAWING Na:
STA. 0+00 TO STA. 4+00 W-15
SHEET : OF:
23 88
W 0024