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N: 176852.4837
E: 1301996.0306
CB TYPE I
RIM=184.52
IE=189.72(12"CMP N) I
IE=187.32(8"C0NC E)
IE=184.62(12"CONC W) I
BOT=184.32
CEDAR AVE S
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SCHEDULE AND DETAILS
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STA. 16 i ^,� ro, & f. f? T CEDAR �
INSTALL:
1 — 8"x6" TEE (JxM
MJW/
CONC. 714RUSTM LOCK
2 — 8-6V` (M✓xMJj
1 — 6V(Al ✓vAd 1) LL
1 — 45' BEND (MJxMJ) W/
NC. THRUST BLOCK
AVE INSTALL:
_: I — 8" 90' BEND (MJxMJ) W/
CONC. 774RUST BLOCK
PROPOSED SANITARY SEWER. I (2)1
SEE SHEET S-2 N o o
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INSTALL:
I 1 — 8"x6" TEE (MI W/
CONC. THRUST BLOCK
1 — 6" GV (FLxM✓)
435 CEDAR AVE S
PARCEL:
723150-0345
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722140-018o 500 CEDARm
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ABANDON AND REMOVE EXIS77NG
SANITARY SEWER TO ALLOW
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EXCAVATE AND PLACE TRENCH
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BACKFILL 1 BELOW WATER LINE
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OR AS NEEDED 70 ADJUST
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DEPTH AND GRADE. SEE DETAIL
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THIS SHEET.
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CONNECT EX. PRV TO NEW 2
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WATER LINE. SEE SHEET \ej�
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W-19 FOR F7771NG
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SCHEDULE AND DETAILS
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01-800-424-55
SHOWN
ONE —CALL RE RENCE ION LITIES Y ARE 1CONTRACTOR OR
ALL FIELD LOCATE ALL EXISTING JWILITIES A MINIMUM OF 72 HOURS
Knowwhatsbelow. PRIOR TO CONSTRUCTION.
A_ Call before you dig. _/`
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DRI AGE ..'>......
BACKFILL MATERIAL SHALL BE
100% SELECT IMPORTED TRENCH BACKFILL
PER SECTION 9-03.19
(BANK RUN GRAVEL FOR TRENCH BACKFILL).
SEE SHEET D-1 FOR DETAILS
433 CEDAR AVE S
PARCEL:
723150-0350
WF
17L+00
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11 REMOVE EXIS77NG SANITARY SEWER
AHEAD OF W47ER MAIN INSTALLA770N.
EXCAVATE AND PLACE A MINIMUM OF 1'
TRENCH BACKFILL BELOW NEW WATER
MAIN.
TRENCH BACKFILL ALONG ABANDONED
SEWER ALIGNMENT
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INSTALL:
1 — 8" GV (MJxMJ)
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RENTONAVE S
KEY MAP
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0 20 40
1 f/=20'
••h'Il' I STORJI DRAIiL SEE
425 CEDAR AVE S
PARCEL:
•
723150-0370
PARCEL: PARCEL: EAVE
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�� ON 432 CEDAR AVE
CEDAR AVE pS PARCEL:
PARCEL: + 722140-0145
2140-0168f0
STA. 16; 071. 15.4RT CEDAR AVE S
INSTALL:
1 — FH ASSEMBLY PER STD. DETAIL maw
INS I ALL:
1 — 8" 90' BEND (MJxMJ) W/
CONC. THRUST BLOCK
426 CEDAR AVE S
PARCEL:
722140-0155
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.
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¢ 18"DEC ¢
422 CEDAR AVE S f
PARCEL: PROPOSED SANITARY SEWER. WF
72214o-o1 o SEE SHEET S— 1.
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400 CEDAR AVE ESA VE
PARCEL:
EAVE
722140-0095
420 CEDAR AVE S
404 CEDAR AVE SPARCEL:
PARCEL:
722140-0135
722140-0121
WATER NOTES. •
6Q APPROXIMATE LOCA7701V OF EXIS77NG SANITARY SEWER
Q1 3' COVER MIN/MUM. (TYR), UNLESS 0774ERWISE SPECIFIED.
SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR
2Q REMOVE EXIS77NG FIRE HYDRANT.
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCATION 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 EXIS77NG 314" WATER SERVICE Wl7H NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
—W7R1nE0 CLAY: RE —SECTIONED WITH PVC PIPE SPOOL
SERVICES) CONNECT NEW ME7ER SETTER AND NEW
AND FLEXIBLE F7 RNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
5Q POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN
—CONCRETE- RE—SEC7ONED WITH ROMAC SADDLE
INSTALLA77ON TO ESTABLISH LINE AND GRADE.
—PVC.-RE—SECTTONEO WITH RIGID COUPLINGS OR A
—PVC.-
SADDLE
7Q EXIS77NG WATERMA/N MUST REMAIN AC77VE DURING
CONSTRUC770N. INSTALL NEW WATER MAIN BELOW
EXIS77NG WATER MAIN IF NECESSARY.
NOTE, ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLA77ON.
SURVEYED:
BR"
SCALE:
„-20
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HORIZONTAL. DADV°sa3%1gs1
DATUM
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T O��
R E N O V
L, I� L
Planning/BuIlding/Public Works D2pL.
RENTON HILL UTILITY REPLACEMENT
CEDAR AVE S
STA. 14+75 TO STA. 19+00
PROJECT
DATE:
06/19/17
oESICNEAW
PiAEGoe°oK:
°R"w" AW
ONE INCH
DRAINING N1a1:I �1
W-2
CHECKED AC
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED
AC
D of
W
0024