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RENTON AVE S J v
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KEY MAP
PROPOSED SANITARY SEWER.
SEE SHEET S-6.
613 GRANT AVE S
PARCEL:
722140-0301
2+00
EAVE
620 GRANT AVE S
PARCEL:
564050-0120
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W
DRIVE N
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(DEDICATED PUBLIC RIGHT -OF WA
\ 609 GRANT AVE S
PARCEL:
722140-0302
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\, EAVE
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DRIVE
EAVE
614 GRANT AVE S
PARCEL:
564050-0110
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.
,CA GO
R.
°
T— GAS G S-
STA. 5+37.0, 160.01T GRANT AVE S
INSTALL:
1 - 67x6" TEE (M✓XMJ) W/ CONC.
THRUST BLOCK
1 - 6- CAP (M✓)
2 - CONC. THRUST BLOCK
530 RPAROELAV S >528 RENTON AVE S
4 722140-0332 PARCEL:
532 RENTON AVE S 0 722140-0334
PARCEL: wM\\\
722140-0330
WM EAVE
\�\�\ 4 W P v WI
J ss� �L sss U ASPHALT 30t
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GARD J2 p50 14"DEC
CLF CLF
STA. 4+90.0, 160.0'LT GRANT AVE S
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1 — 6" M✓ CAP W/ CONC. THRUST o
BLOCK
1 — 6" VER71CAL CROSS PIGGING —
STA7101V PRE STANDARD DETAIL 300.6. N m I
REMOVE 2" TEMP m µI
BLOWOFF AND PLUG z U ■
TOP OF CROSS
5
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3+33.8. 4.9'LT I
STA. 3+34, 0,-5 4'L—T GRANT AVE S I I 1 — 8" GV (MJxMJ) 531 GRANT AVE S
603 GRANT AVE S PARCEL:
PARCEL: 535 GRANT AVE S 722140-0335 m
722140-0326 PARCEL: S
722140-0320 EAVE 533 GRANT AVE 8 c
EAVE PARCEL: PROPOSED SANITARY SEWER.
L01 4
722140-0325 SEE SHEET S-6. I D I
Q
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4 a EAVE
4 I ��
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0 20 40
1 "= 20'
WF — —
5+36.5, 5.9'LT
STA. 5-137 5$'L—T GRANT AVE S
INSTALL: FLxFL
1 — 8 x6" TEE (MAW) W/ CONC. THRUST
BLOCK
1 — 8" SP004,
1 — 6" GV (MJXM✓) FL
1 - 8" ADAPTER FLxMJ
525 GRANT AVE S
PARCEL: /
722140-0371
tR
EAVE /
527 GRANT AVE S <
PARCEL-
0
722140-0333 ,� z n
4 mII I 16 CONNECT TO EXIS77NG 8" DI
SEE SHEET W-23 FOR FITTING
EAVE SCHEDULE AND DETAILS /
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PIP
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EAVE
EAVE
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6 D Pal
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1C' Sao
EAVE
EAVE °'�<
�o�=n
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604 GRANT AVE S
n UI ro
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1`LF
608 GRANT AVE S
PARCEL:
PARCEL:
564050-0100
600 GRANT AVE S
540 GRANT AVE S
532 GRANT AVE S
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564050-0108
PARCEL:
564050-0095
PARCEL:
PARCEL:
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➢
564050-0090
564050-0085
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EXISTING 91-800-424-55
RE SHOWN
ONE -CALL RERENCE ILITIES ONY ACONTRACTOR OR
JWALL FIELD LOCATE ALL EXISTING
ILITIES A MINIMUM OF 72 HOURS
Knowwharsb@low. PRIOR TO CONSTRUCTION.
Call before you dig.
WATER NO TES.-
6Q
APPROXIMATE LOCA77ON OF EXISTING SANITARY SEWER
Q1
i
3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED.
SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE
2Q
REMOVE EXIS77NG FIRE HYDRANT.
SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
/
LOCA7701V 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.•
A4
REPLACE EXISTING 314" WATER SERVICE WITH NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
—W7RIFIED CLAY RE —SECTIONED WITH PVC PIPE SPOOL /
SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
/
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
—CONCRETE.• RE —SECTIONED WITH ROMAC SADDLE
QPOTHOLE
IN THIS LOCA77ON AHEAD OF WATER MAIN
/
INSTALLA7701V TO ESTABLISH LINE AND GRADE.
—PVC, RE —SECTIONED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
/
QEXIS77NG
WATERMA/N MUST REMAIN AC77VE DURING
CONSTRUC770N. INSTALL NEW WATER MAIN BELOW
EXIS77NG WATER MAIN IF NECESSARY.
ORIGINAL PLANS STAMPED Ott:
AN R VEYGANYGANDT Ok9/19/17
111111111
REVISION
SURVEYED:
BRH
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AW, AG
BY DATE APPR APPROVED:
AG
SCALE:
1 `20'
ONE INCH
AT FILL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NORD sea%
HORIZONTAL
N1991
Rid CITY OT
RENTON
DATUM
Planning/Building/Public Works Dept.
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NOTE. • ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLA770N.
DATE:
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
FIELDBOOK:
PAGE:
GRANT AVE S: STA. 1+50 TO STA. 6+90 DRAWING NO
W-13
SHEET: OF:
21 88
WI 10131BI214