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CITY OF RENTON NO. 806
FOUND MON. IN CASE
A PORTION OF THE N. W. 114 OF THE S. W. 114 OF SECTION 10,
CITY OF RENTON, STATE OF WASHINGTON
N.E. 6TH PLACE
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THESE PLANS ARE "AS -BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: , ?-11,q l3 f ,
WILLIAM SHOPE HI0LMBERGV*LS 11332
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RECOMMENDED
FOR APPROVAL
�i 8'Y
—�.� • / �/
IBY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
UTILITY SPECIFICATIONS
SANITARY SEWER NOTES AND SPECIFICATIONS
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
1. ALL WORK AND WORK MATERIAL SHALL, BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF' THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS D'_.'ARTMENT
AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE: CITY OF RENTON IN THE RENTON STANDARD PLANS &
SFECIFICATIONS. A SET OF APPROVED PLANS SHALL. BE. KEPT ON SITS AT ALL TIMES DURING
CONSTRUCTION,
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTr:^L PLAN MUST BF 09TAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY,
3.ALL LOCATIONS OF' EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE -IHE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION FO AS TO
AVOID DAMAGE OR DISTURBANCE.
4.A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE 'HALL BE' REQUjR7D 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 PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL. CONSTRUCTION,
5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES Or
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND nTHERS ON THE CONSTRUCTION
SITE.
6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
T PLANS APPROVED BY' THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL. OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE: JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
9. THE CONTRACTOR SHALL. PROVIDE THE CITY OF RENTON WITH , N AS -9111T DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNLD .+ LICENSED
PROFESSIONAL_ ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY" ON BOTH SIDES OF THE PIPE IN I AYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, I:10ROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE COMPACT.) I_AYERS MUS F
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO TLI _ SID- C.- THE
TRENCH. MATERIALS TO COMPLETE THE FILL. OVER PIPE SHALL. BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELL : ROADWAY
SHALL BE BACKFILLED WITH CRUFHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 MET_r'
AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 MFT7-RS
UNI ''SS OTHERWISE: APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHER'VI :.- STABILI7_E0 TO I" _
SATISFACTION OF THE DEPARTMENT FOR THE. PREVENTION OF ON -SIi= EROSION AFTER „
COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATION-. OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LA IEST EDITION OF THE
WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. FHI� SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF TLI-_ FOUNDATION MATERIAL,
AS WELL AS PLACEMENT ,AND COMPACTION OF REQUIRED BEDDING MAi _RIA'_, FO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL. BE SUPPORT::-) ON A UNIFORMLY
DFNSE, UNYIELDING BASE, PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES A,; (, _ AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS LO, UNLESS OTHERWISE APPROVED BY TH
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AN-) MAXIMUM 12 INCHES
ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAM_T'_R CONCRETE RING POURED AT
GRADE. IN PAVED AREA, COVER MUST SLOPE IN AL.L. DIRECTIONS TO MATCH PAVING.
Call
before you
Dj g.
1-800-424-5555
AVOID CUTTING , 'InERGROUND
UTILITY LINES. IT'S COSTLY
P► M Eq 4'#
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9F38285� <� - _
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 SHOW" IN THEIR PROPER LOCATION,
CALL. BEFORE YOU DIG: 1-800-42-4-5555
UNDFRGROUND SERVICE (USA)
a�I -3-3(f,34�01
Y \Jobs (J)\10\10593 MADISON PLACE\10593 CAD\dwg\1673-028-ENG.dwg 09/19/11 01:47:26 PM PDT