HomeMy WebLinkAboutS-18650D8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL Z
TAKE FRECEDENCE OVER ALL OTHER PLANS. Q
9. A COPY COF ONSTRUCTION IS IN PROGRESS.
THESE APPROVED PLANS MUST BE ON THE 10B SITE WHERE EVER
CONSTRUC 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED CL
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, cc
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 ) W.
SANITARY SEWER NOTES AND SPECIFICATIONS DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL INCH ABOVE FINISHED GRADE, IN PAVED AREA, OVER MUST SLOPE IN ALL
L ALL WORK MATERL+IS SHALL HE IN CONFORMANCE WITH THE STANDARDS AND SURVEYOR.
DIRECTIONS TO MATCH PAVING.
SPECIP,- ATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST i PW�
EDITION Jr- THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 1?. BACKFILL SHALL BI's PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH r VJ -
A LOOSE AVERAGU DEPTH OF 6 INCHES, THOROUGHLY TAMPING EACH LAYER TO / �_�`� �� �✓
2 THE HOURS OF WORK IN THE STREET RIGHT -0F -WAY SHALL BE LIMITED TO 330 A.M. 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR I � a . .
'ID 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. " � W
DEPARTMENT OF PUBLIC WORKS AT 255 -2620. ALL STREET CLOSURES, PARTIAL OR MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
FULL, SHALT, BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
ADVANM THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE 11 OPEN CUT ROUND CROSSINGS FOR UTHITY TRENCHES ON EXISTING TRAVELED !_ y Z '
NOTIFIED 24 HOG "S IN ADVANCE. - ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY j
COMPACTED. CL"TS INTO THE EXISTING ASPHALT SHALL BE NF
ATLINE CUT WITH
3. : ' CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'ST DARD SPECIFICATIONS' SAW IN A CONTINUOUS LINE A TEMPORARY MUC PATCH MUST BE PLACED 0.
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPAR$1 BY WASHINGTON STATE IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH �� O ��. p r w
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LA EDITION (APWA) AND SHALL BE PLACED WITHIN 10 DAYS RAID SHALL BE PER CITY OF RENTON CURRENT
CITY OF RENTON STANDARD SPECIFICATIONS. STANDARDS.
SCALE: P-20' i
4. ALL i�DCA71ONS OFEXLSTTNG UTILITIES SHOWNAREAPPROXIMATE AND IT SHALL BE 13. DATUM SHALL BE CITY OF RENTON, U.S.0 AND GS � � iii LL
THECONTRA[ TORSRESPONSIBILTFYTO VERIFY THETRUEAND CORRECT LOCATION 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE ? L I (' ®:�
SO AS TO AVOID DAMAGE OR DISTURBANCE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF
S. A PRECONSTRUCTTON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
PRIOR To STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS 15, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPER„Y PREPARED ` �\
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING FOUNDATION IN ACCORDANCE WITH SECTION 7 -02. 1 OF THE CURRENT STATE OF 1 i I j
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. TYP. C/INOPY/ CARA(aF
THECur OFP.ENTON). ITSHALLBE7OUCONTRACTORS RESPONSIBILITY TO NOTIFY THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP
THE UTILITY DEPARTMENT 24 HOURS [N ADVANCE OF BACKFILL[NG ALL OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF r ice, ev cl
CONSTRUCTION.
REQUIRED BEDDING MATERIALTO UNIFORM GRADE SO THAT THE ENTIRE LENGTH `` �,t rrr
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE � , r� ,Poi � . ,,{4 .' �� ca
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOW THE PIPE. (� ,/' ew z W
OONSTRUC71ON SITE. -- �-' Y
�..` `....�^ ✓ .... of W IN
7. IT SHALL BE THE HE RESPONSIBILITY OF 1 HE CONTRACTOR TO OBTAIN STREET USE AND / \ >c
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION,
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