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809 HIGH AVE S
PARCEL:
329470-0301
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MATCHUNE: SEE SHEET W-16
DF
91-800-424-55
RE SHOWN
ONE -CALL RERENCE ILITIES ONY ACONTRACTOR OR
JWALL FIELD LOCATE ALL EXISTING
ILITIES A MINIMUM OF 72 HOURS
Knowwharsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
810 HIGH AVE S
PARCEL:
329470-0371
805 HIGH AVE S
PARCEL:
329470-0310
BRICK COL W/
MAILBOX AND
LUMINAIRE
GRASS
DEACT
9+45.5, 5.1'LT
z cYir
STA. 9t46..,, ��-� HIGH AVE S
INSTALL:
1 - 87W 7EE (AFL)
1 - 6- GV (FLxMJ)
1 - 8" SPOOL
1 - 8" GV (MJXW) FLXMJ
801 HIGH AVE S 1-8" ADAPTER(FLXMJ)
PARCEL: 721 HIGH AV 329470-0311 S
PARCEL:
329470-0321
EAVE
GRASS = �.
CLE ON CRW
PLATFORM
n CB TYPE I GRASS 4 `}
` GONG RIM=367.92 C
DRPVE: ESCAPE G NC E=366.➢ .GONC, GRASS
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BOT 365 72 �-
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RIM=367.89 RIM=368.55
TW=366.04 IE=365.16(6"CONC W)
IE-365.16(5"CONC E)
IE=364.46(12" CONC N)
IE-364.31(12"CONC BELLED S
SVID
a SSCO(R)
PUBLIC RIGHT -OF
20:DWY
CONE
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T HIGH AVE S 32
DER STD. DETAIL 310.1
GRASS
GRASS 4
pp- GRASS GRASS 'ANC:
In 0 DRIVE, 4
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IE=365.4 (6"CONC E) IINSTALLED AND OPERA77ONAL
IE=365. 3(6"CONC W) 1BEFORE NEW STORM IS INSTALLED.
BOT-36 .93
AVE
KEY MAP
715 HIGH AVE S
PARCEL:
329470-0320
9+47.3. 28.9'LT
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PROPOSED SANITARY SEWER.
eor=364.01
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SEE SHEET S-9.
EAVE PROPOSED STORM DRAIN. SEE
BOT=364.56
SHEET SW-9.
720 HIGH AVE S
PARCEL:
714 HIGH AVE S
806 HIGH AVE S
329470-0350
PARCEL:
PARCEL:
329470-0351
329470-0360
802 HIGH AVE S
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.
ORIGINAL PLANS STAMPED Ott:
AN R KYGANGANDT Ok8/19/17
PARCEL:
329470-0361
PROPOSED SANITARY SEWER.
SEE SHEET S-9.
WATER NOTES•
6Q
APPROXIMATE LOCA77ON OF EXIS77NG SANITARY SEWER
1Q
3' COVER MIN/MUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEP7H. CONTRACTOR
2Q
REMOVE EXIS77NG 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.
REPLACE EXISTING 3/+" WATER SERVICE WITH NEW 1' WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
-VITRIFIED 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.
5Q
POTHOLE IN 77-I/S LI77ON AHEAD OF WATER MAIN
-CONCRETE.• RE-SEC7101VED WI774 ROMAC SADDLE
INSTALLA7101V TO ESTABLISH LINE AND GRADE.
-PVC: RE-SEC71ONED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
7Q
EXIS71NG WA7ERMA/N MUST REMAIN ACTIVE DURING
CONSTRUC770N. INSTALL NEW WATER MAIN BELOW
EXIS77NG WATER MAIN lF NECESSARY.
712
3:
NOTE. • ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLA770N.
SURVEYED:
BRH
SCALE:
„-20'
-�i
HORIZONTAL DADV1983/1gs1
DATUM
Al TV
�I T O��
R E N O V
Planning/Building/PDbll� Works Dept.
RENTON HILL UTILITY REPLACEMENT
HIGH AVE S
STA. 4+50 TO STA.10+50
PROJECT
DATE:
06/19/17
DESIGNED
PiAEGoe°oK:
°R"w" AW
NINE INCH
DRAWING Na:
W-11
CHECKED AW AG
AT F LF SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED
sHEEr: 1 9 OF
88
W
0024