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RENTON PLACE DIVISION III
HIGH POINT ELEV = 151.42
LOW POINT ELEV = 144.19
HIGH POINT STA = 6 +28.18]
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THE NORTHWEST OUARTER OF SECTION 18, T23N RSE, W.M. WWM
LOW POINT STA = 4 +62.18
PVI STA = 6 +25
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crry OF RENTON, KING (BOUNTY, WASHINGTON
PVI STA = 5 +00
PVI ELEV = 152.75
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PM ELEV = 143.75
A.D. = -13.34
K= 6.00
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SANITARY SEWER NOTES & SPECIFICATIONS
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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
24 "x 6" FRAME AND UP
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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
PER C.O.R. DRAWING BR29.
NOTES:
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PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
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OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72
4" MIN. TO
STEPS OR EQUAL
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HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
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12" MAX.
2. STEPS ARE TO BE' IN PLACE BEFORE MANHOLE SECTIONS
NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
ARE INSTALLED.
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3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC VERTICAL
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3. CASTING TO BE PER C.O.R. DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
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WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
� 24"
DATUM
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5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
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CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT Ld'CATION SO AS TO AVOID
DATUM
CITY OF RENTON BENCH
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SURFACES, INCLUDING CHANNELING, COATED (SEALED`
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DAMAGE OR DISTURBANCE.
12"
# 1919
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Work a ulr_u cnl lnc IlaGrueur_caanNC;
WASSER MC CONSEAL OR APPROVED EQUAL,
COLOR OF COATING SHALL BE WHITE.
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5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO CHISELED SQUARE AT
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL TOP OF STAIRWAY AT
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8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
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NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED
NORTH END OF CUL DE
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9. CHANNEL HEIGHT SHALL BE A 'MINIMUM OF 3/4 THE INSIDE
BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S
SAC ON THOMAS AVE. 4" 54 "-
DIAMETER OF THE LARGEST PIPE.
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RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL , 19�
CONSTRUCTION. SOUTH ACROSS THE
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
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STREET FROM 13208 d.
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ADAPTOR, KOR -N BOOTS OR APPROVED EQUAL.
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6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
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RENTON AVE. SOUTH.
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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
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ELEVATION = 236.65 a
NAVD 1988 >.
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OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
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8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
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9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
Is IN PROGRESS.
RECORD NOTE
SANITARY SFIALLOW MANHOLE TYPE B
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10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE THESE RECORD DRAWINGS HAVE BEEN PREPARED BA D ON INFORMATION SUBMITTED,
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED IN PART, BY OTHERS. WHILE THIS INFORMATION IS 8 EYED TO BE REUABLE, AHBL
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OMISSIONS WHICH MAY
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HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS RESULT. THOSE RELYING
INDEPENDENT
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11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN VERIFICATION
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PU OSE.
LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR
10 a EDITED NOTES
3/8/95 EDITED NOTES
IST Dl's 12�a
DCV AG
DCV AG
DWG. NAME. BR37 SP PAGE: B072
IBM OF OOEXIIRM:
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ACCOOM" US- M- = 100WVt
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ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS
DATE REVISION
BY PR
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COM
TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
,UCWWWAaNNNMUME
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12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERU( PREPARED FOUNDATION IN
1PN6 NB"woom
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BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING
ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
REC OMMENDM CHECKED FOR COMPLIANCE
CITY OF RENTON
MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY RENTON
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
FOR APPROVAL TO CITY STANDARDS
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OF CURRENT
STANDARDS.
THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON'A UNIFORMLY DENSE UNYIELDING BASE.
BY
DEPARTMENT
OF PUBLIC
WORKS
PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
BY
DATE
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
�s
DATE SEWER PROFILE & NOTES 14
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
BY
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14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
3034, SDR 35, OR DUCTILE IRON CLASS 50.
DATE
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SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
CALL 48 HOURS ■
1 AS -BUILT MW 3/12/04 DESIGNED:
COMPLETION OF CONSTRUCTION.
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
YOU DIG
DRAwN
DATE: 3/12/04
F0.E NAME: � ? ? ? - ? ??
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PAVING
LBEFORE
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CHECKED: SCALE: AS SHOWN FIELD B0M_ PAG&
NO. REVISION BY APPR. DATE APPROVED:
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SHEET: 14 OF: 19
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