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Home My WebLink AboutR-37581000 LO q;t O O ,ql. T Q J fr 0 2 (n Z W D J W Z Cn SEWER GENERAL NOTES 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT 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 & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE 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 CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 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 A PRE -CONSTRUCTION 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 PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBT' II\' STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. 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 Jute SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. 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. 10. 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 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. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS JNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON PLANS. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROP._ \u r PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT 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 & SPECIFICATIONS. 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 r ADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYI CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2 FOOT DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ?" CLAS * 2/f - CLA 1 CLA CALL 81 1 BEFORE YOU DIG! 1, 1' MIN MIN rMIN 1 MINIMIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR -05 FOR MINIMUM STANDARDS OF CURB OR OF PAVEMENT 2" CLASS 'B' ;ENTER LINE OR ANE LINE r- 6.5' MIN. - 1' 1' 2.5' 1' 1' MIN MIN r MIN � MINIMIN * ACP CLASS `E' OR 'B' 'X� � \ I 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CITY OF MMN ,p srANDAM PLANS N m LST DATL: 12/96 DWG, NAME: HR -23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT- DARRELL OFFE, P.E. L. yi0000000 0� 000<l h/Nc°�'� 0 P l� a� o ° 0 z° 0 0 0 0 27460 ° 0 0 o ° ° c�STER�°°�,� Fss��NAL°°�-� 02/23/2015 NO. REVISION BELTHOLE::S -";S EQUALLY SPACE:, 'eO* APART UN 23 i. (586mm) DIA B.C. (SEE DL AIL) t `tea RE TON O SEWER COVF'i f FRAME P 4N 25' DIA. 1/4' 8 3/4' (64mm] .I. Y I• -OVER SECTION VIEW A '641rnr 1 1/16, ---1/4` '6-)�s> TIiA C27r�r* NEOPRE`.E CASK[' I 6" 5�4 3r`8' D�tl,;w N...,,.I [16mml `,)94r COVER BOTTOM VIEW F(3) BI:..T SCTC . '\AL:L N HEAD) 5/8".11 :X 1.5 SS RUBBER 'BASHER EON BOLTING DETAIL 1-l4' 1 1/16' 4, 1I'B" CR3mIn'j GASKET GROOVE DE"'AIL :s6 rr<<• NOTES: `RAME SECTION VIEW 1. ALL C OVEw,,, SHALL SE. LOCKING LID PER E At:,' JORDAN IRON WORKS NC. Na. 371701 OR EQUAL. 2, USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). N U c,. ," >s..1C NiORKO AR`rMENT SM. PLAN -- 401 MANHOLE FRAME AND COVER DECEMBER 2008 SURVEYED: SURVEYED DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE I APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY - W (SEE NOTE 7) - LIMITS OF PIPE ZONE BEDDING MA I LRIAL FOR s - SANITARY SF -WLR PIPE (SEE NOTE 5) O.D. OF PIPE I=OUNDA-110N EVEI_ ; E - „ 6 BEDDING FOR SANJARY SEWER PIPE NG'ES: , ."ROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. J. COMPACT BEDDINGi MATERIAL TO 35% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PPE INSTALLATION SHALL BE PER SECTION 7-08 ,OF THE' STANDARD SPECIFICATIONS. 5. PPF ZONE MATERIAL SHALL BE "URAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE. STANDARD SPECIFICATIONS OR PEA GRAVEL., 6, P<PE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW 1NE IS MA€NTAINED. I IRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF FHE STANDARD SPECIFICATIONS. SrD 406 + `UBC WORKS PIPE BEDDING r DEPARTMENT FOR SANITARY SEWERS 1 ..,_. OCTOBER 2012 i : ,r+� BLOCKING PROPERTY UNE I 3.-0„ SIDE OUTLET TEC FUTURE 6" BUILDINQ SEWER PIPE I BUILDING SEWILR VAIN TEE WITH 6- SIDE (it1TL.ET � �6*XI5"XI5-WYE '�-•2' X 4" 5TI.�G MARKING POST FAINTED WHITE WITH THE WORD "SEWER' STENCILED 'ACE SURF CLEAriGU' 0 IH CAST `RON RING do COVER 1HIGH BLACK ARE STUD WRAPPED AROUND SHLETTERS AND (EAST JORDAN IRON WORK EXTENDED TO THE SOP OF THE STUD, g2975 OR APPROVED EQUAL, Ck 5PEClf Y 'SEWER" ON UD, SEE STD. PLAN 403.1 FOR d!)L ING SEWER i INSTALLATION) ACCEPTAPA-E. PROCEDURES FOR SIDI` SF F.H CONNEc:TIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN -- CLOT IN A NEMA+ SE4:TION OF SEWER MAIN WITH A NEW TEE USING` FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 8. CONCRETE FAIN CUT N A NEW SECTION OF SEWER MAIN NTH A NLW TEE USING fUXIBLE COUPLINGS (F"EJRNCO OR APPROVED EQUAL). C. PVC MAI? - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEL USING RIGID COUPLINGS. D. DUCTILE IRON MAIN CURE -DRILLED 1M11H A ROMAC SADDLE. (OR APPROVED EQUAL) F. MANHOLE CCNNFCTION - ALL CONNECTIONS TO MANHOLES SHAI..I.: BE AT MANUFACTURED KNOCK -OUTS OR nIE STRUCTURE SHALL BE CURE- GRILLED, /-60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCT1LE 'RON PPE. 3:5 MIxCONCRETIF ,r+� BLOCKING SIDE OUTLET TEC :�L WER ' MIN. VAIN i= L:EvATI-O SEWER MAIN NOTE UNLES`� OTHERWISE" SHOWN ON PLAN, SIDE SEWER SMALL. HAVE A MINIMUM 2.5' COVED AT PROPERTY LINE OR 3.. _' LOWER THAN "ISE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. O t" now ►ilm 5.i np HORIZONTAL -- ------- --------------- ------------------------------ STANDARD SIDE SEWER r PLII3L�C WORKS +(, INSTAL.LATIII N t ;'A1tI`blE i`i (SEAMIER MAIN TO PROPERTY LINE) VERTICAL: ?"VD 19W HORIZONTAL: NAD ,9,1991 T R C I I Y OF RENTON DATUM Planning/Building/Public Works Dept. SM. PLO - 406,1 JANUARY 2013 R-3158 10 RECOMMENDED FOR APPROV By: Date:- /_ X.Z& By: Date: _.._ By: Date: By: Date: SHELDEN SHORT PLAT SCOTT DONOG H HOMES, INC SEWER 'ETAILS / NOTES 1318 KENS. WICK AVENUE NE 02/23/2015 FIELDBOOK: PAGE: DRAWINr NO: HEED:OF: ,� 18 K