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0 5 10 20 30
SCALE 1" = 30'
LEGEND
FIRE. HYDRANT
WATER METER
WATER VALVE
SEWER MANHOLE
CATCH BASIN
STORM DRAIN MANHOLE
UTILITY POLE
TELEPHONE PEDESTAL
MAILBOX
STREET LIGHT
JUNCTION BOX
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE �- I g ` 06'
DATE
DATE _
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT ANC THE LATEST EDITION OF
THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2. 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.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
8, THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. 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 SAME AS DESCRIBED.
10. 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 10 DAYS AND SHALL BE PER CITY
OF RENTON CURRENT STANDARDS.
RECOMMENDED
FOR APPROVAL
BY
BY
BY
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. 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.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SECTION 7 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 INCHES ABOVE AND BELOW THE
PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
MATCH PAVING.
SHALLOW MANHOLE
NOTES
1. STEPS TO BE 3/4" 4 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
.5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC-CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL 9E WHITE,
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443.
9 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
PROPOSED F/L
EL=209.41
EXISTING PAVING
i
10'-6" PVC
CONNECT PER DETAIL
3" CHECK VALVE 11
38LF 8"SS-
SSMH #2-54i-j ® 0.501%
SSMH #1
RIM=210.0f RIM=210.2f
INV=205.66 (MATCH EX. PAVING)
INV=205.31 EX. (VERIFY)
INV=205.47 (NEW 8")
MATCH EXISTING CROWN
CONSTRUCT MANHOLE
OVER EXISTING 10„ CONC. PIPE
DATUM ELEV
190,00
0-
0
O
N
,S'A]VITA RY SEWER PROFILE
HORIZ SCALE: 1"=30'
\/CDT Qr'AI C. 1"- r,'
EXISTING'
SSMH #2 IRE
NOTE: TRIM=209.0f HYDRANT
GRINDER PUMP TO BE LOCATED INV=205.66
IN EACH UNIT, PUMP
10'-6" PVC
DESI N SPE IFICATI
STANDARD PRESSURE FITTINGS G / C O LL SIDE SEWER
MINIMUM 150 PSI PART OF PLUMBING PERMIT, CONNECT / r�t EE I
` PER DETAIL SSMH #1
EXISTING 10' STORM DRAIN - _ / 1.,I
EASEMENT PER APPROVED CLEANOUT AT END 125LF 2 SCH 40 PVC FM i RIM=210.2t
PLANS OF RENTON RIDGE OF 2" FORCE MAIN ' -- -- 30. (MA 1 �,H EX. PAVING)
- 3"---CHE-CK VALVE I INV=205.31 EX. (VERIFY)
-.
--- - = W 8")
r: _ -
- - - - --� - _-- _ - 3"X2" REDUCER c
_ INV 205 47 (NE
1 CHECK VALVE, TYP. _ -- -- MATCH EXISTING CROWN
- _ -__ -- --- - -9OLF 3„ SCH 40 PVC FM CONSTRUCT MANHOLE
- -- N89°5 54 E OVER EXISTING 1
1 O E E S G 0 CONC. PIPE
651.20'_1 1/4" SCH 40 PVC DISCHARGE _ 38L0.50%'1
.AT EACH ti UNIT ti 3T-
0
Call
before you
Dj g.
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
GiMand devetopnent r2 pro-lects\1826-001\dwp\18
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
05/06/2002 12-11-41 PM PDT
6" SANITARY 6" SIDE SEWER
SEWER A
CLEANOUT
6" PVC PLUG -� �0) I 6"x3"
4 WYE
I_1
\_ 3" PVC 45°
COUPLING, TYP. BEND. TYP.
PLAN VIEW
SANITARY
ER CLEANOUT
3" POLY, TYP.
SECTION A -A
SIDE SEWER FORCEMAIN CONNECTION DETAIL
10' SEWER
FAgFKAFHT
30'
a
1 W ;
1 ,
SYIUPE
OF WAS <
Q w
SSIONAL ��
EXPIRES 11/30/06
SCANNEU MAY 0 1 �006 = a s. 33030/