The URL can be used to link to this page

Home My WebLink AboutWWP2703751.23t c o x el . u m. m' N M T_ Tr- c:) O T� F- Q 0- F- IIr O F- O U y LLl w U Q 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. 5. 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 OBTAIN 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 JOB 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. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS 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 PROPERLY PREPARED FOUNDATION IN ACCORDANCE 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. 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 PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL 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. 2" CLAS *CLA CLA CALL_ 811 BEFORE YOU DIG! IM11N MIN A MIN I MIN MIN 6.5' M I N . --�i 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR-05 FOR MINIMUM STANDARDS 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN -I MIN MIN OF CURB OR OF PAVEMENT 2" CLASS 'B`-ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE ENTER LINE OR ANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CrrY OF REMN ♦ A♦ STANDARD PLANS LST DATE: 12/96 DWG. NAME: HR-23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 27460 e ONAL 09/11/20141 NO. BUL' HO7_ES - 3 PLCS EQUALLY SPACED 1801 APART iDN ?3 1/16' (586mm) DIA BC, (r E DETAIL_. RENTON SEWER COVER & FRAME PLAN VIEW 25' DIA. 3/4` C25mml �3 .3/4' i 1222mm1 164mm3 TYP COVER SECTION VIEW 3) BLT SOC. tALLEN HEAD) 5/8'-11 X L5 SS \ RUBBER `.WASHER EON BOLTING RETAIL 2G 1/2' DIA C673mms 25 1/4' DIA C641m-il 1 1/ 6' 1/4' C6mml �� 1/4 6mm3 MA C27mml L27mml } ! -NEOPRENE GASKET G. CI52r ml t�,z 5/13' ... 23 3/8' DIA CL ®PENS � � CR3mm1 C16mm7 C54mm1 GASKET GROOVE DETAIL 27 5/16' DIA [694mml 34 1/8' DIA [867mml NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS ANC. No, 3717C1 OR EQUAL, 2. USE 'FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"), ti - q PUBLIC WORK MANHOLE FRAME AND COVER SM. PLAN 4t31 DEPARTMENT`'��, ��d� DECEMBER 2008 W (SEE NOTE 4) LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE 5) (- 6" CONCRETE CLASS C (SEE NOTE 8) ' IC FOUNDATION LEVEL B (CLASS A DESIGN) �- W (SEE NOTE 4) A LIMITS OF PIPE ZOME BACKFILL MATERIAL (SEE NOTE 5) 6" BEDDING MATERIAL FOR RIGID PIPE C (SEE NOTE 6) B FOUNDATION LEVEL --T A (CLASS B, C, D, DESIGN) _L BEDDING FOR RIGID PIPE r W (SEE NOTE 4) A LIMITS OF PIPE ZONE 1 BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE SURVEYED: SCALE: ----� SURVEYED VERTICAL: NAVD 1988 DESIGNED: SCALE HORIZONTAL NAD 1963/1991 D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH DATUM CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY 1'-0" NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. * * ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. 4-4-97 Corrected note 4 1 DCV DT 2-21-91 lRevised notes, 4,5,7,& 8. Added note 6 1 KJ I ---- DATE I REVISION I BY APPR'D PPE BEDDING FOR PIPE BEDDING FOR SANITARY SEWER Y o ADOPTED U� 1 \ CITY OF RENTON + A� �� STANDARD PLANS F N (0 LST DATE: 4/97 DWG. NAME: BW18C SP PAGE: B077 SAMTARY SEWER 2"x 4" STUD MARKER POST PAINTED PROPERTY LINE WHITE WITH THE WOR "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE z - - WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 12' o FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER W z TEE WITH 6" SIDE OUTLET ' � 6"x6"x6" WYE WITH A SURFACE CLEANOUT WITH 6" SIDE SEWER AND BUILDING SEWER Li a CAST IRON RING &COVER o (EAST JORDAN IRON WORKS Of 2975 OR APPROVED EQUAL, a_ ( SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR INSTALLATION) 60" ALLQWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE 1:3:5 MIX 00\ COUPLINGS(FERNCO OR APPROVED EQUAL). CONCRETE 7 pNG�"G��NG B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE i15 BLOCKING �P 25 .MP�� a�0 (OR APPROVED EQUAL). 2G NGR� C. PVC 2% MIN SLOPE MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED _ - - - EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS 6" SIDE OUTLET TEE HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE I SEWER MAIN (OR APPROVED EQUAL). 6" MIN. SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED. ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. AA STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD. PLAN 406.1 S=375 102 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: CITY OF MAY CREEK COURT SHORT PLAT .,u RENTON VINEYARDS CONSTRUCTION, LLC SEWER DETAILS / NOTES Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE 09/11/2014 FIELDBOOK.: PAGE: DRAWING NO: SHEET: 8 OF: 12 SEWER I 9 b l m D Z G7 c K co m � O m 1: bt I Az i7