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- - • • - • •-MATCHUNE: SEE SHEET W-S
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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
Knowwhatsb@low. PRIOR TO CONSTRUCTION.
Call before you dig. _/`
ORIGINAL PLANS STAMPED Ott:
AN R VEYGANYGANDT Ok9/19/17
,V
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FOUND TACK IN LEAD DOWN L
2.20' IN MONUMENT IN CASE
BELOW ASPHALT
N: 175219.2632
E I Z02613.5946 I
BENCHMARK "F
TOP CENTER BOLT OF FIRE HYDRANT
AT THE NORTHWEST CORNER OF SI
9TH AVE AND GRANT AVE S
1 - 12 x8" TAPPING TEE (MJxFL) W/ ELEVATION-349.39'
CONC. THRUST BLOCK
1 - I GV (FLxMJ) WATER VALV
1 - 60 SPOOL RIM=34 8
REMOVED TW=3 2.33
ASPH 1 - R" I/C0TICA CROSS A4 /..L7 t
DRIVE
84"CON
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EAVE SWITCH SERVICES FROM EX. 4"Cl
TO EX. 8"Dl.
EAVE v
1307 S 9TH ST �/�/�
PARCEL:
329470-0120 1313 S 9TH ST
PARCEL:
329470-0150
PROPOSED STORM DRAIN. SEE
SHEET SW-4.
SSMH -
RIM=347.35
COC-342.05
ASPF
20STW III
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KEY MAP
812 GRANT AVE S
PARCEL:
329470-0231
STA. 0+19.0, 11.6RT S 9774 STREET
/-1 - 8" 45' BEND (MJxMJ) W/
CONC. 7HRUST BLOCK
V FENCE GRASS
ON CRW
GRASS
ASPHALT
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0 20 40
"
1 =20
-PROPOSED STORM DRAIN. SEE
SHEET SW-5.
1412 S
RAF
32947-
EA I
GRA`.
COI�C Pa4D o' - LSCAPE I
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ASPH EL GURAIL c MMUNITY SV9 1
DRIVE 28"C N ) / LSCAPE MALSQXES' GRAUEL ,
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12"CEO a ¢ 7 D�1YE1. �, GR SS
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CAPE
1 " ON EAVE 12"PINE
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903 GRANT AVE S �, I �.. I a
PARCEL: <w 1 - 1 45- BEND (MJxMJ) W/
329470-0146 I a g I CONC. THRUST BLOCK
CONNECT TO EXISTING 8" DI 20 I cn
a
SEE SHEET W-23 FOR FITTING
SCHEDULE AND DETAILS WATER NO TES.
6Q APPROXIMATE LOCA77ON OF EXIS77NG SANITARY SEWER
Q1 3' COVER MIN/MUM. (TYP.), UNLESS 07HERWSE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR
2Q REMOVE EXISTING FIRE HYDRANT. SHALL P0774OLE IN ADVANCE TO DETERMINE EXACT
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.
LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A
3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR M/N/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS:
Q4 REPLACE EXIS77NG 3/4" WATER SERVICE W1714 NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL-N7RIFIED CLAY RE-SEC77ONED W1774 PVC PIPE SPOOL
I SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. -CONCRETE- RE-SEC77ONED W1774 ROMAC SADDLE
I 5Q POTHOLE /N THIS LOCA77ON AHEAD OF WATER MAIN -PVC.-RE-SECTIONED W1TH RIGID COUPLINGS OR A
INSTALLA7ION TO ESTABLISH LINE AND GRADE. ROMAC SADDLE
EXIS77NG WATERMA/N MUST REMAIN AC7711E DURING
N I CONSTRUC770N. INSTALL NEW WATER MAIN BELOW
EXIS77NG WATER MAIN lF NECESSARY.
III ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLATION.
SURVEYED: SCALE: DATE
BRH 1 „-20, HORIZONTAL DADV1983/,gs, �d TY RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
DESIGNED: -�i I��T O��
R E V O V PiAEGoe°oK:
°R"w" AW S 9TH STREET
NINE INCH DATUM DRAWING Na:
CHECKED AW AG AT FDI LL SCALE Planning/Building/Public Works Dept. STA. 0+00 TO STA.1+70 W-18
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY of
88
W 0024