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Home My WebLink AboutS-375102N M O O I J a F_ CC: O I- cc 0 Y W W IrU CQ L 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. CALL 811 BEFORE YOU DIG! SEE DWG# HR -05 FOR MINIMUM STANDARDS FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE TYPICAL PATCH FOR N.T.S. 6.5' MIN. 1' 1' 2.5' --I 1' 1' MIN IMINI MIN IMINIMIN \`SACP CLASS 'E' OR 'B' " CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CRNTRRI.INE ADOPTED rJrr oe >mnoN e�♦ M DM- Puns T tae 1ufs 12/ee DWG. NAME: HR -23 SP PAGE: H032A OFFE ENGINEERS �pIN�` QC: °S 13932 SOUTHEAST 159TH PLACE - RENTON, WASHINGTON 98058 PHONE: 425-260-3412 Po $GiST�� CONTACT: DARRELL OFFE, P.E. FSsidNai E� 141 NO. REVISION I BY I DATE I APPR BACKFILL MATERIAL (SEE NOTE 5) - CONCRETE CLASS C (SEE NOTE 8) - FOUNDATION UEVEL- BACKFILL MATERIAL (SEE NOTE 5) - BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)- Yfl11.P7_\I[N�R��I�R BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL W (SEE NOTE 4) -I,- LIMITS OF PIPE ZONE (CLASS A DESIGN) W (SEE NOTE 4) -J,, LIMITS OF PIPE ZONE (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE I- W (SEE NOTE 4) -{ LIMITS OF PIPE ZONE 1'-0" (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 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 WDTH "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. B. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING CLASS DESIGN BOLTHOLES - 3 PLCS CLASS A CLASS B EQUALLY SPACED 120• CLASS LI I CLASS F APART ON 23 1/16' (586m) 4" MIN. 1/41.D. 12" MAX. • DIA B.C. (SEE DETAIL) ZERO ' B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. 4 e 'Y 9 3/4 O.D. 1/2 O.D. Y O.D. - RET SPECIFY "SEWER" ON UD, O O f f SEE STD. PLAN 403.1 FOR SEWER INSTALLATION) 60" ALLOWABLE MAX. COVER BOTTOM VIEW ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS COVER & FRAME TO MAIN ONES ARE AS FOLLOWS: PLAN VIEW OR DUCTILE IRON PIPE. 25' OLA. (3) BLT SOC. (ALLEN HEAD) f635nn1 1' 5/B'-11 X 1.5 SS 3/4• \ RUBBER WASHER � COUPUNGS(FERNCO OR APPROVED EQUAL). 1:3:5 MIX CONCRETE �25nn] [l9nn] \ / pNG pOH O B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE BLOCKING 8 3/4- L 2 1/2' I� N,Py':(E 0V (OR APPROVED EQUAL). 1 [222nn1 C64m1 LILly{1L,litTO1�\\�\`S M\N NOWT TYP COVER SECTION VIEW EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS EON BOLTING DETAIL HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL). 26 1/2' DIA [673nn1 1/4' OIA_ 1/4' SEWER MAIN [641nn] 11/16' 16• F_II25 I/a• (6m) DIA C27m3 [�') t [27Vnn1 CONCRETE BLOCKING ANGLE NEOPRENE GASKET BE AT MANUFACTURED KNOCK -OUTS OR THE A OF TEE 1 6 B' ID SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED. [tsiE152.3[3m1 1 1/8- UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY 5/6' J 23 3/8' DIA CL OPEN I [R3m1 n6nn1 [594n.1 I GASKET GROOVE DETAIL WHICHEVER IS LOWER. 27 5/16' DIA STANDARD SIDE SEWER INSTALLATION [694nn] 34 I/6• DIA L867nn1 NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER"). PUBLIC WORKSMANNOLE AND DOVER SM. PIAN - 401 DECEMBER 2008 DEPARTMENT FRAME 141 NO. REVISION I BY I DATE I APPR BACKFILL MATERIAL (SEE NOTE 5) - CONCRETE CLASS C (SEE NOTE 8) - FOUNDATION UEVEL- BACKFILL MATERIAL (SEE NOTE 5) - BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)- Yfl11.P7_\I[N�R��I�R BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL W (SEE NOTE 4) -I,- LIMITS OF PIPE ZONE (CLASS A DESIGN) W (SEE NOTE 4) -J,, LIMITS OF PIPE ZONE (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE I- W (SEE NOTE 4) -{ LIMITS OF PIPE ZONE 1'-0" (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 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 WDTH "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. B. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW LINE IS MAINTAINED. A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. 4-4-97 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS LI I CLASS F A 4" MIN. 1/41.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 Co _'c note a DCV DT 2-21-91 RBN9a4 notes. 4,5,7,& B. Added note 6 1KJ ---- DATE I REVISION IBYAPPR SURFACE CLEANOUT WITH PIPE BEDDING FOR SANITARY SEWER ADOPTED CITY OF RENTON STANDARDPLANS c#,h0Isr Dere: a/97/s7 DWG. NAME: BW18C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER 2"x 4" SND MARKER POST PAINTED WOR 'SEWER' PROPERTY LINE _ INN 33- HIGH BLANTHECK LETTERS AND #60ILED RE i WRAPPED AROUND THE SND AND �� 12 EXTENDED TO THE TOP OF THE SND. o FURE 6" BUILDING SEWER PIPE „BUITUMING SEWER (SEWER MAIN TO PROPERTY LINE) STD. PLAN - 406.1 5-315102 RECOMMENDED FOR APPROVAL By: Dote: By: Date: By: Date: By: Date: SURVEYED SCALE1p1��°XfA'ND 1°Bm"°e1 .. CITY OF MAY CREEK COURT SHORT PLAT °® .L OFFE, P.E. >r RENTON VINEYARDS CONSTRUCTION, LLC D.L OFFE, P.E. I oxE Rr4I DATDM SEWER DETAILS / NOTES 4,�..R� i Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE F Nor as RNiI 6cuc Nxam4wvr Com, s3- s 0 09/11/2014 ._.. 8 -'12 77 WI v a TEE WITH 6" SIDE OUTLET 6"x6"X6" WYE WITH A rc SURFACE CLEANOUT WITH I �a�Z y i i i CAST IRON RING & COVER 6" SIDE SEWER AND BUILDING SEWER a p (EAST JORDAN IRON WORKS a 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON UD, SEE STD. PLAN 403.1 FOR INSTALLATION) 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE COUPUNGS(FERNCO OR APPROVED EQUAL). 1:3:5 MIX CONCRETE /}N� / pNG pOH O B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE BLOCKING trP 25 N,Py':(E 0V (OR APPROVED EQUAL). M\N NOWT 2R MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED _ryG EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS 6" SIDE OUTLET TEE HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL). SEWER MAIN 6" MIN. SEWER MAIN E. MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE A OF TEE AT MAIN OVER 25 TYPICAL ELEVATION ID SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED. NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. r`� STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD. PLAN - 406.1 5-315102 RECOMMENDED FOR APPROVAL By: Dote: By: Date: By: Date: By: Date: SURVEYED SCALE1p1��°XfA'ND 1°Bm"°e1 .. CITY OF MAY CREEK COURT SHORT PLAT °® .L OFFE, P.E. >r RENTON VINEYARDS CONSTRUCTION, LLC D.L OFFE, P.E. I oxE Rr4I DATDM SEWER DETAILS / NOTES 4,�..R� i Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE F Nor as RNiI 6cuc Nxam4wvr Com, s3- s 0 09/11/2014 ._.. 8 -'12 77 v a n. TS nn 3 o I �a�Z y i i i