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SANITARY SEWER
PROFILE
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BENCHMARK
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BOEING PROJECT
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STA. 1 +77
C201C
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BUILDING PLUMBING.
1- CLEANOUT
RIM =21.6 C201 C508
I.E =19.00
BUILDING 622
177 LF OF 8" DI SANITARY
SEWER LINE. SL =1.589
REPLACE ASPHALT
PIPE JOINTS ARE AS FAR FROM THE 16"
. WATERMAIN AS POSSIBLE.
LE. (SS) =18.89
.E. (W)=16-60 FLOW
STA 1 ' 45
N24 +75,W5 +28 C20AC508
1- 8"X6" TEE (MJXMJ)
-F CAP
FOR FUTURE
USE BY CITY
OF RENTON
-- -STA. t34 +83, -39'RT
N23 +30, W5 +30
REMOVE EXISTING
CLEANOUT. INSTALL
NEW TYPE B MANHOL .
RIM =20.5
CONNECT EXISTING
8" SANITARY SEWER
I.E. =16.0
CONNECT NEW 8"
FLOW SANITARY SEWER
I_E -16.20 _
\ EXISTING
REPLACE FENCE 87 SS
REMOVED FOR
CONSTRUCTION.
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N25 +02.96,W5 +87.39
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3 3 TELEMETRY Nl� 35
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TELEMETRY
PULL BOX
CALL UTILITY LOCATE
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1 -800- 424 -5555
BEFORE YOU DIG
CITY OF RENTON STANDARD SEWER NOTES:
1. All work materials shall be in conformance with the Standards
and Specifications of the City of Renton Utility Department
and the latest edition of the WSDOT /APWA standards and
specifications.
2. The hours of work in the street right -of -way shall be limited
to 8:30 A.M. to 3:30 P.M. on weekdays unless otherwise
approved in writing by the Department of Public Works at 235-
2620_ All street closures, partial or fulf, shell be oprr -•: i
by the department of public works 24 hours in advance. The
police department, fire department and 911 shall be notified
24 hours in advance.
3. All construction shall be in accordance with "Standard
Specifications for Municipal Public Works Construction"
prepared by Washington State Chapter American Public Works
Association, latest edition (APWA) and City of Renton Standard
Specifications.
4. All !ocations of existing utilities shown are approximate and
it shall be the contrac'tor's responsibility to verify the true
and correct location so as to avoid damage or disturbance.
5. A preconstruction conference and a 24 hour notice shall be
required prior to starting new construction. It shall be the
contractor's responsibility to secure all necessary permits
prior to starting construction. (Inspection will be
accomplished by a representative of the City of Renton.) It
shall be the contractor's responsibility to notify the utility
department 24 hours in advance of backfilling all
construction.
6. Contractor is solely responsible for the means, methods and
sequences of construction and for the safety of workers and
others on the construction site. -
7. It shall be the responsibility of the contractor to obtain
street use and any other related permits prior to any
construction.
8. Plans approved by the City of Renton, Public Works Department
shall take precedence over all other plans. .
9. A copy of these approved plans must be on the job site
whenever construction is in progress.
10. The contractor shall provide the City of Renton with on as-
built drawing of the sanitary sewer system which has been
stamped and sinned by a licensed professional engineer or
.licensed professional surveyor.
11. Backfill shall be placed equally on both sides of the pipe in
layers with a loose average depth of 6 inches, maximum depth
of 8 inches, thoroughly tamping each layer to 95 percent of
maximum density. These compacted layers must extend for one
pipe diameter on each side of the pipe or to the side of the
trench. Materials to complete the fill over pipe shall be the
some as described.
12. Open cut road crossings - for utility trenches on existing
traveled roadway shall be backfilled with crushed rock and
mechanically compacted. Cuts into the existing asphalt shall
be neatline cut with saw in a continuous line. A temporary
mix patch must be placed immediately after backfill and
compaction. A permanent hot mix patch shall be .placed within
30 days and shall be per City of Renton current standards.
13. Datum shall be City of Renton, U.S.C. and G.S.
14. All disturbed areas shall be seeded and mulched or otherwise
stabilized to the satisfaction of the department for the
prevention of on -site erosion after the completion of
construction.
15_ All pipe and appurtenances sholl be laid on a properly
prepared foundation in accordance with Section 7- 02.3(1) of
the current State of Washington Standard Specifications for
Road and Bridge Construction. This shall include necessary
leveling of the trench bottom or the top of the foundation
material as well as placement and compaction of required
bedding material to uniform grade so that the entire length
of the pipe will be supported on a uniformly dense unyielding
base. Pipe bedding shall be pea gravel 6" above and below
the pipe.
16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber
gasketed ASTM D 3034, SDR 35, or ductile iron class 50.
17. In unimproved areas, manhole to extend minimum 6 inch and
maximum 18 inch above finished grade. In paved area, cover
must slope in all directions to match paving.
18. Sanitary sewer manhole to be waterproofed see Technical
Specification Section 02605.
19. Contractor is responsible to locate all off -site & on -site utilities.
20. City of Renton Benchmark No. 100: chiseled square in sidewalk
at base of Will Rogers Monument of View Park (East side of Rainier
Avenue N. and N-W. 4th Street). Elevation = 50.77.
L = -J LJ L - -J I I I +� I ---
- i 56
PP �- / 1 ROAD BEARING
�- PP �J OPP ' FROM WILSEY & HAM, 1973
O ANAL
v ='� 1 PLANS. [13 -1 -39] l(-ZS -fL
37 rEXPIRES 01/26/93
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CULVERT
' EXISTING BOX s D CHECKED FOR COMPLIANCE
__- -- - -- ROA RE OMMENDED RECOMMENDED TO CITY STANDARDS
R�METER CITY MONUMENT 1252 PPROV L FOR APPROVAL
39 PE STA. 36 +89.95 I A ISSUED FOR BID
B BY' Date
CITY MONUMENT #1253 PLAN REVIEW-
EV/E WASTEWATER Date
STA. 38 +67.84 �- - -
N0. REVISION BY APPR.
ArW 20 10 0 20 40
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SCALE: 1 " =20'
SW 1/4, SEC 7,T23N,R5E, WM
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
UTILITY PLAN - SEWER
NEW AVIATION FUEL FARM
RENTON MUNICIPAL AIRPORT
DESIGNED: DATE 9/30/92 FILE NAME C1460201
DRAWN:
CHECKED: SCALE 1" = 20' eaurc srELr Na C201
APPROVED: a w�ce MEET: 1 OR 2