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722140-0245 =
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722140-0-
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SAVE
SANITARY SEWER
A J
BENPROPOSED
SOUTHWESTERLY
ARE 13O T
BASE BOLT ON A
SEE SHEET S-1
CONC LIGHT POLE
AT THE EASTERLY
.,IDE OF S 6TH ST
AND CEDAR AVE S
ELEVATION=223.32'
I/VZf /ALL:
1 — FH ASSEMBLY PER S7D. DETAIL 310.f0
BACKRILL MATERIAL SHALL BE
100% SELECT IMPORTED 7RENCH BACKRLL
PER SECTION 9-0119
(BANK RUN GRAVEL FOR TRENCH BACCRLL).
SEE SHEET D-1 FOR DETAILS
FOUND NAIL IN CONC DOWN
O.6D' IN MONUMENT IN CASE
N: 1763D2.283D
E: 1 301 981 .5987
/ 1 CONNECT TO EXY57ING 12" D/
SEE SHEET 11-19 FOR f1771NG
SCHEDULE AND DETAILS
I STA. 10+36. 7 S' RT CEDAR A VE S
I INSTALL: 535 CEDAR AVE S
AR
1 — 8- 90' BEND (MJxMJ) W/ 7231550CEL:-04455
CONC. THRUST BLOCK \\
5 9 CEDAR AVE S
IPARCEL•
723150-0460
SAVE
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PARCEL-
722140-0212
ONE —CALL REFING SHOWN
ERENCE ILITIES ON Y. ARE
CONTRACTOR OR
&1-800-424-55
FIELD LOCATE ALL EXISTING ILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
call before you dig. _1/
1
532 CEDAR AVE S
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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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01 REMOVE EXIS77NG SANITARY SEWER
AHEAD OF WATER MAIN INSTALLATION.
EXCAVATE AND PLACE A MINIMUM OF 1'
7RENCH BACKP7LL BELOW NEW WATER
MAIN.
TRENCH BACKFILL ALONG ABANDONED
SEWER ALIGNMENT
N.T.S.
535 CEDAR AVE S
L72315�0�0465
, A
C'
.Rw
LAVE
528 CEDAR AVE S
PARCEL-
72214o-0200
13+22.5, 5.2L
STA. f"'—,� r:f. ►,— 3.-a
INSTALL:
1 — 8" GV (MJxMJ)
529 CEDAR AVE S
PARCEL;
723150-0470
EAVF
PARCEL,
723160-0470
1
NEW SANITARY SEWER CONNEC77ONS
SEE SHEET S-2.
PROPOSED STORM
SEE SHEET SW-12.
519 CEDAR AVE S
PARCEL;
723160-0485
EAVE
OX 8
ND1°30'0 "E 550. 39'
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� e DRIVE
U
518 CEDAR AVE S
PARCEL;
722140-0190
GRANTAVES
=/14
KEY MAP
513 CEDAR AVE S
PARCEL-
72315D-0490
EASE
Immmow- N -Immom-
0 20 40
1"=20'
jA
509 CEDAR AVE S
PARCEL•
723150-0495
112"C N
°D"CON
16"C N
6 CVd ;
RW COW
C^R VV
5D5 CEDAR AVE S
PARCEL-
7231 W-0500
4 PC
CR
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504 C1
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722'
=
508 CEDAR AVE S
oAwm .
WATER N07ES•
ABANDON AND REMOVE EXIS77NO EAVE
6Q
APPROXIMATE LOCA7)ON OF EXISTING SANITARY SEWER
SANITARY SEWER TO ALLOW WATER MAIN
A 3' COVER MIN/MUM. (TYP.), UNLESS 07HERWISE SPECIII
SERVICE BASED ON AS —BUILT DRAWINGS (TIP.). WIDE
INSTALLA770V ALONG SAME ALIGNMENT. 525 CEDAR AVE s
SEWERS ARE AT APPROX. 2=5' DEPTH. CONTRACTOR
ILL EXCAVATE AND PLACE TRENCH BAq PARCEL
2Q REMOVE EA757ING nRE HYDRANT.
SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT
1' BELOW WATER LINE OR AS NEEDED TO 722140-0190
LOCATION AND DI LOCATE WATER MAIN PIPE JOINT A
ADJUST DEPTH AND GRADE: SEE DETAIL
ZL CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
MINIMUM OF 8' mom SEWER CROSSING, OR AS APPROVED
7HIS SHEET.
ABANDONED VALVES)
BY ENGINEER CONTRACTOR SHALL REPAIR DAMAGE
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS
A REPLACE EXIS71NG 314" WATER SERVICE 1417H NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
—W7R1nED CLAY RE—SEC7I01VED W17H PVC PIPE SPOOL
.SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE 70 CUS70MER PRIVATE SERVK.IE LINE.
2L P07HOLE IN THIS LOC47701V AHEAD OF WATER MAIN
—CONCRETE: RE —SECTIONED WI7H ROMAC SADDLE
INSTALLATION 70 ESTABLISH LINE AND GRADE:
—PVC.- RE—SEC7)ONED W11H RIGID COUPLINGS OR A
PVRaVAC
SADDLE
7Q
EXlS71NG WATERMAIN MUST REMAIN ACTIVE DURING
CONS7RUC770N. INSTALL NEW WATER MAIN BELOW
EXISTING WATER MAIN lF NECESSARY.
N07E• ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
774ROUGH INSTALLATION.
R rE RENTON HILL UTILITY REPLACEMENT PROJECT DATE: / /
BRIT VERTICAL NAVD 1988
_ HORIZOMAL. NAD 1983/1991 � Y 0 6 1 9 1 F
DESIGNED: —20 �L O I T O T
AW � R E N T O N PAGE
DRAWN:AW — CEDAR AVE S
oNE INCH DATUM DRAWING NO
DIFFERED AD
ATE s� Plann'Ing/9uilaing/Public Works Dept. STA. 9+00 TO 14+75 W-1
IF NOT ONE INCH
AG NO. REVISION BY DATE APPR APPROV D SCALE ACCORDINcLr SHEET: 9 DT:gB
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