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Home My WebLink AboutS-3830020 T 0 C) Lo T 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" CLAc *2►► . CLA CLA CALL 811 BEFORE YOU �MW IMIN � MIN � MINI MIN OF CURB OR OF PAVEMENT DIG! 2" CLASS `B' ;ENTER LINE OR :ANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * ACP CLASS `E' OR `B' 6" CRUSHED \SURFACING TOP COURSE \-CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT L6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED C1TY OF Rd MN STANDARD PLANS N -,; LST DATE: 12/s6 * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A DATE REVISION BY PR 4 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. L0 000 . 000000 04 ° 00 A ° e ° o Z° ° ° e ° .,o*. e 27460 e° 0 c�sTER�O° �SS�ONAL 04/29/2015 NO. 7* I MANHOLE FRAME AND COVER SEE STC. PIAN 401 ADJUSTMENT RINGS (2- MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN,) SEE NOTE 5 CINE (ECCENMC) DUBBER GASKETEO JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EaUAL,. LADDER -POLYPROPYLENE SHALL BE ATTACHED T4 MANHOLE MAK. PIKE SIZE °E;' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, NOT I'D SCALE 44 .-..l ____7 _.... .... ---- f 48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67 54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D. 160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED. . CASTING SHALL BE PER STIP. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED. 6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BONN! OR 1/2 BOND, a `t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:. 8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E. 10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR APPROVED EQUAL, 11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, PE.IBlic WORKS IMM. PLAN 4004 STANDARD SANITARY IIII4ANHOLE ' DEPARTMENT SEP'['EMBE'Ft 201 I " f5 BO T'HBLE S 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' C586"m> DIA B.C, (SEE DETAIL) COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' IIIA CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm 1 A' 9MMI RUBBER WASHER 8 3/47 2 i/4211 T YID I I A COVER SECTION VIEW EON BOLTING DETAIL 167m) 25 1/4' IIIA 1641mm-3 1/4` mml r -:/4f (6mm> DOA c6I NEOPRENE CASKET ---------- --------. Ir358c�ars I•r��l ......... __ ___________________________ILL- 5/8' � S 3/8' DIA CL: OPEN_._ 116mm (5 4mm) GASKET GROOVE DETAIL 2 5116' IIIA 34 1/8' DIA (87mm1 NTI FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "SEWER"), , Ofd WATER (SPECIFY "WATER"). � c 0 I SSM. RM -- 401 MANHOLE DEPARTMENT II FAME AND OVER ` DECEMBER 2008 SLANMKTBALI`. REE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ""GL'' VEanCAL- NMVD Ism HORIZONTAL• NAD I M/1991 DATUM BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE. 5) FOUNDATION LEVEL. W (SEE NOTE 7) LIMITS OF PIPE ZONE . O.D, OF PIPE rp. t : r: 61 BEDDING FOR SANITARY SEWER RIPE NOTE 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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS, . PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD T SPECIFICATIONS OR PEA GRAVEL. 6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW LNNE IS MAINTAINED. 7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS, PUBLIC WORKS DEPA�tTMM r r c PROPERTY LINE FUTURE 6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR - -- 3.�2*{x 4" STUD MARKING POST PAINTED TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED "FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND (EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD. 2975 OR fWVM� EQ $g .: SIS STEL. PLAN 403.1 FOR SDE -Soto AND auUm XAw INSTALLATION) AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN LINES ARE AS FOL.LOI A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FL4EMBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH A NEW TEE USING FLEXI13LE COUPUNGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO' 1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE AT MANUFACTURED I<NOCK -f fiS OR THE STRUCTURE SHALL BE CME -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON WIPE OR DUC*nLE IRON PIPE. 1':3:5 MIX CONCRETE � 01 BLOCKING . , 10 coo Ili _, SLU E NOIE UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ. MAIN HORIZONTAL PUBLIC WO STANDARDSDEEMt I l meorALiLATI N (SKWE#t MAIN T`0 PlIt ►PERTY LINE) CITY OE RENTON Planning/Building/Public Works Dept. MD. PLAN 4ml J"UARY 2013 R- 3830 12 S- 383001 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH s- 3`b3Dp2 04/28/2015 FlUDSOOK: PAGE: DRAWING NO: SHM. 12 of 20 } M c m 00 c2 L Mao cLmu 1 �z rr ® Lu Z Lu CD O 00 LL 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" CLAc *2►► . CLA CLA CALL 811 BEFORE YOU �MW IMIN � MIN � MINI MIN OF CURB OR OF PAVEMENT DIG! 2" CLASS `B' ;ENTER LINE OR :ANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * ACP CLASS `E' OR `B' 6" CRUSHED \SURFACING TOP COURSE \-CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT L6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED C1TY OF Rd MN STANDARD PLANS N -,; LST DATE: 12/s6 * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A DATE REVISION BY PR 4 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. L0 000 . 000000 04 ° 00 A ° e ° o Z° ° ° e ° .,o*. e 27460 e° 0 c�sTER�O° �SS�ONAL 04/29/2015 NO. 7* I MANHOLE FRAME AND COVER SEE STC. PIAN 401 ADJUSTMENT RINGS (2- MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN,) SEE NOTE 5 CINE (ECCENMC) DUBBER GASKETEO JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EaUAL,. LADDER -POLYPROPYLENE SHALL BE ATTACHED T4 MANHOLE MAK. PIKE SIZE °E;' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, NOT I'D SCALE 44 .-..l ____7 _.... .... ---- f 48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67 54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D. 160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED. . CASTING SHALL BE PER STIP. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED. 6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BONN! OR 1/2 BOND, a `t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:. 8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E. 10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR APPROVED EQUAL, 11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, PE.IBlic WORKS IMM. PLAN 4004 STANDARD SANITARY IIII4ANHOLE ' DEPARTMENT SEP'['EMBE'Ft 201 I " f5 BO T'HBLE S 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' C586"m> DIA B.C, (SEE DETAIL) COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' IIIA CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm 1 A' 9MMI RUBBER WASHER 8 3/47 2 i/4211 T YID I I A COVER SECTION VIEW EON BOLTING DETAIL 167m) 25 1/4' IIIA 1641mm-3 1/4` mml r -:/4f (6mm> DOA c6I NEOPRENE CASKET ---------- --------. Ir358c�ars I•r��l ......... __ ___________________________ILL- 5/8' � S 3/8' DIA CL: OPEN_._ 116mm (5 4mm) GASKET GROOVE DETAIL 2 5116' IIIA 34 1/8' DIA (87mm1 NTI FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "SEWER"), , Ofd WATER (SPECIFY "WATER"). � c 0 I SSM. RM -- 401 MANHOLE DEPARTMENT II FAME AND OVER ` DECEMBER 2008 SLANMKTBALI`. REE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ""GL'' VEanCAL- NMVD Ism HORIZONTAL• NAD I M/1991 DATUM BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE. 5) FOUNDATION LEVEL. W (SEE NOTE 7) LIMITS OF PIPE ZONE . O.D, OF PIPE rp. t : r: 61 BEDDING FOR SANITARY SEWER RIPE NOTE 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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS, . PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD T SPECIFICATIONS OR PEA GRAVEL. 6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW LNNE IS MAINTAINED. 7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS, PUBLIC WORKS DEPA�tTMM r r c PROPERTY LINE FUTURE 6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR - -- 3.�2*{x 4" STUD MARKING POST PAINTED TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED "FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND (EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD. 2975 OR fWVM� EQ $g .: SIS STEL. PLAN 403.1 FOR SDE -Soto AND auUm XAw INSTALLATION) AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN LINES ARE AS FOL.LOI A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FL4EMBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH A NEW TEE USING FLEXI13LE COUPUNGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO' 1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE AT MANUFACTURED I<NOCK -f fiS OR THE STRUCTURE SHALL BE CME -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON WIPE OR DUC*nLE IRON PIPE. 1':3:5 MIX CONCRETE � 01 BLOCKING . , 10 coo Ili _, SLU E NOIE UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ. MAIN HORIZONTAL PUBLIC WO STANDARDSDEEMt I l meorALiLATI N (SKWE#t MAIN T`0 PlIt ►PERTY LINE) CITY OE RENTON Planning/Building/Public Works Dept. MD. PLAN 4ml J"UARY 2013 R- 3830 12 S- 383001 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH s- 3`b3Dp2 04/28/2015 FlUDSOOK: PAGE: DRAWING NO: SHM. 12 of 20 Q M uj uj0 z 00 � Mao �z 1 �z N Z v+"J U as A-, 00 N 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" CLAc *2►► . CLA CLA CALL 811 BEFORE YOU �MW IMIN � MIN � MINI MIN OF CURB OR OF PAVEMENT DIG! 2" CLASS `B' ;ENTER LINE OR :ANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * ACP CLASS `E' OR `B' 6" CRUSHED \SURFACING TOP COURSE \-CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT L6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED C1TY OF Rd MN STANDARD PLANS N -,; LST DATE: 12/s6 * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A DATE REVISION BY PR 4 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. L0 000 . 000000 04 ° 00 A ° e ° o Z° ° ° e ° .,o*. e 27460 e° 0 c�sTER�O° �SS�ONAL 04/29/2015 NO. 7* I MANHOLE FRAME AND COVER SEE STC. PIAN 401 ADJUSTMENT RINGS (2- MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN,) SEE NOTE 5 CINE (ECCENMC) DUBBER GASKETEO JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EaUAL,. LADDER -POLYPROPYLENE SHALL BE ATTACHED T4 MANHOLE MAK. PIKE SIZE °E;' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, NOT I'D SCALE 44 .-..l ____7 _.... .... ---- f 48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67 54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D. 160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED. . CASTING SHALL BE PER STIP. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED. 6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BONN! OR 1/2 BOND, a `t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:. 8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E. 10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR APPROVED EQUAL, 11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, PE.IBlic WORKS IMM. PLAN 4004 STANDARD SANITARY IIII4ANHOLE ' DEPARTMENT SEP'['EMBE'Ft 201 I " f5 BO T'HBLE S 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' C586"m> DIA B.C, (SEE DETAIL) COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' IIIA CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm 1 A' 9MMI RUBBER WASHER 8 3/47 2 i/4211 T YID I I A COVER SECTION VIEW EON BOLTING DETAIL 167m) 25 1/4' IIIA 1641mm-3 1/4` mml r -:/4f (6mm> DOA c6I NEOPRENE CASKET ---------- --------. Ir358c�ars I•r��l ......... __ ___________________________ILL- 5/8' � S 3/8' DIA CL: OPEN_._ 116mm (5 4mm) GASKET GROOVE DETAIL 2 5116' IIIA 34 1/8' DIA (87mm1 NTI FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "SEWER"), , Ofd WATER (SPECIFY "WATER"). � c 0 I SSM. RM -- 401 MANHOLE DEPARTMENT II FAME AND OVER ` DECEMBER 2008 SLANMKTBALI`. REE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ""GL'' VEanCAL- NMVD Ism HORIZONTAL• NAD I M/1991 DATUM BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE. 5) FOUNDATION LEVEL. W (SEE NOTE 7) LIMITS OF PIPE ZONE . O.D, OF PIPE rp. t : r: 61 BEDDING FOR SANITARY SEWER RIPE NOTE 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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS, . PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD T SPECIFICATIONS OR PEA GRAVEL. 6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW LNNE IS MAINTAINED. 7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS, PUBLIC WORKS DEPA�tTMM r r c PROPERTY LINE FUTURE 6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR - -- 3.�2*{x 4" STUD MARKING POST PAINTED TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED "FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND (EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD. 2975 OR fWVM� EQ $g .: SIS STEL. PLAN 403.1 FOR SDE -Soto AND auUm XAw INSTALLATION) AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN LINES ARE AS FOL.LOI A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FL4EMBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH A NEW TEE USING FLEXI13LE COUPUNGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO' 1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE AT MANUFACTURED I<NOCK -f fiS OR THE STRUCTURE SHALL BE CME -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON WIPE OR DUC*nLE IRON PIPE. 1':3:5 MIX CONCRETE � 01 BLOCKING . , 10 coo Ili _, SLU E NOIE UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ. MAIN HORIZONTAL PUBLIC WO STANDARDSDEEMt I l meorALiLATI N (SKWE#t MAIN T`0 PlIt ►PERTY LINE) CITY OE RENTON Planning/Building/Public Works Dept. MD. PLAN 4ml J"UARY 2013 R- 3830 12 S- 383001 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH s- 3`b3Dp2 04/28/2015 FlUDSOOK: PAGE: DRAWING NO: SHM. 12 of 20 Q M uj uj0 z 00 � M �z 1 � � N Z cz � o N 00 P N 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" CLAc *2►► . CLA CLA CALL 811 BEFORE YOU �MW IMIN � MIN � MINI MIN OF CURB OR OF PAVEMENT DIG! 2" CLASS `B' ;ENTER LINE OR :ANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * ACP CLASS `E' OR `B' 6" CRUSHED \SURFACING TOP COURSE \-CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT L6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED C1TY OF Rd MN STANDARD PLANS N -,; LST DATE: 12/s6 * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A DATE REVISION BY PR 4 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. L0 000 . 000000 04 ° 00 A ° e ° o Z° ° ° e ° .,o*. e 27460 e° 0 c�sTER�O° �SS�ONAL 04/29/2015 NO. 7* I MANHOLE FRAME AND COVER SEE STC. PIAN 401 ADJUSTMENT RINGS (2- MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN,) SEE NOTE 5 CINE (ECCENMC) DUBBER GASKETEO JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EaUAL,. LADDER -POLYPROPYLENE SHALL BE ATTACHED T4 MANHOLE MAK. PIKE SIZE °E;' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, NOT I'D SCALE 44 .-..l ____7 _.... .... ---- f 48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67 54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D. 160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED. . CASTING SHALL BE PER STIP. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED. 6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BONN! OR 1/2 BOND, a `t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:. 8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E. 10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR APPROVED EQUAL, 11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, PE.IBlic WORKS IMM. PLAN 4004 STANDARD SANITARY IIII4ANHOLE ' DEPARTMENT SEP'['EMBE'Ft 201 I " f5 BO T'HBLE S 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' C586"m> DIA B.C, (SEE DETAIL) COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' IIIA CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm 1 A' 9MMI RUBBER WASHER 8 3/47 2 i/4211 T YID I I A COVER SECTION VIEW EON BOLTING DETAIL 167m) 25 1/4' IIIA 1641mm-3 1/4` mml r -:/4f (6mm> DOA c6I NEOPRENE CASKET ---------- --------. Ir358c�ars I•r��l ......... __ ___________________________ILL- 5/8' � S 3/8' DIA CL: OPEN_._ 116mm (5 4mm) GASKET GROOVE DETAIL 2 5116' IIIA 34 1/8' DIA (87mm1 NTI FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "SEWER"), , Ofd WATER (SPECIFY "WATER"). � c 0 I SSM. RM -- 401 MANHOLE DEPARTMENT II FAME AND OVER ` DECEMBER 2008 SLANMKTBALI`. REE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ""GL'' VEanCAL- NMVD Ism HORIZONTAL• NAD I M/1991 DATUM BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE. 5) FOUNDATION LEVEL. W (SEE NOTE 7) LIMITS OF PIPE ZONE . O.D, OF PIPE rp. t : r: 61 BEDDING FOR SANITARY SEWER RIPE NOTE 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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS, . PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD T SPECIFICATIONS OR PEA GRAVEL. 6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW LNNE IS MAINTAINED. 7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS, PUBLIC WORKS DEPA�tTMM r r c PROPERTY LINE FUTURE 6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR - -- 3.�2*{x 4" STUD MARKING POST PAINTED TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED "FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND (EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD. 2975 OR fWVM� EQ $g .: SIS STEL. PLAN 403.1 FOR SDE -Soto AND auUm XAw INSTALLATION) AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN LINES ARE AS FOL.LOI A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FL4EMBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH A NEW TEE USING FLEXI13LE COUPUNGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO' 1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE AT MANUFACTURED I<NOCK -f fiS OR THE STRUCTURE SHALL BE CME -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON WIPE OR DUC*nLE IRON PIPE. 1':3:5 MIX CONCRETE � 01 BLOCKING . , 10 coo Ili _, SLU E NOIE UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ. MAIN HORIZONTAL PUBLIC WO STANDARDSDEEMt I l meorALiLATI N (SKWE#t MAIN T`0 PlIt ►PERTY LINE) CITY OE RENTON Planning/Building/Public Works Dept. MD. PLAN 4ml J"UARY 2013 R- 3830 12 S- 383001 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH s- 3`b3Dp2 04/28/2015 FlUDSOOK: PAGE: DRAWING NO: SHM. 12 of 20 Q uj uj0 z LU z Ou m Lo �L� oLCIrt = m 1 Z zQ 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" CLAc *2►► . CLA CLA CALL 811 BEFORE YOU �MW IMIN � MIN � MINI MIN OF CURB OR OF PAVEMENT DIG! 2" CLASS `B' ;ENTER LINE OR :ANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * ACP CLASS `E' OR `B' 6" CRUSHED \SURFACING TOP COURSE \-CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT L6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED C1TY OF Rd MN STANDARD PLANS N -,; LST DATE: 12/s6 * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE: H032A DATE REVISION BY PR 4 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. L0 000 . 000000 04 ° 00 A ° e ° o Z° ° ° e ° .,o*. e 27460 e° 0 c�sTER�O° �SS�ONAL 04/29/2015 NO. 7* I MANHOLE FRAME AND COVER SEE STC. PIAN 401 ADJUSTMENT RINGS (2- MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN,) SEE NOTE 5 CINE (ECCENMC) DUBBER GASKETEO JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EaUAL,. LADDER -POLYPROPYLENE SHALL BE ATTACHED T4 MANHOLE MAK. PIKE SIZE °E;' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, NOT I'D SCALE 44 .-..l ____7 _.... .... ---- f 48" MH B" # 6!' MIN, 5" MIN 24° MIN. 21" 1.67 54" MIH , 5 P 8"f MIN. 5.5" MIN. , � MIN. 24" 1.D. 160" h4 60" ' IT" MIN. 6" MIN..14�'° I� [N. 3O,t C.D. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEMS ARE TO BE IN PLACE BEFORE MANHOLE S -ECT' ONS ARE INSTALLED. . CASTING SHALL BE PER STIP. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANIS CASTING SMALL, BE GROUTED. 6. ADJUSTMENT OI THE-, CASTING TO GRADE SHALL. BE ACCOMPLISHED WITH A C,OWINA TION OF ADJUSTMENT RINGS, BRICKS ANIS MORTARICY.. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BONN! OR 1/2 BOND, a `t'. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) %MTH A HIGH SOLIDS URETHANE COATING WASSER MC -ARO SHIELD OR APPROVED EQUAL: CC3LOR OFCOATING SHALL BE WHITE:. 8, RUBBER GASKETEO JJOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 9. CHANNEL HEIGHT SHALL BE AA: MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIP-- E. 10, CONNECTIONS TO MANHOLE SHALL BE NADH" USING GPK ADAPTOR, KKR -N -SEAL_ BOOTS OR APPROVED EQUAL, 11_ IN UNIMPROVED ARIAS, MANHOLES SHALL. EXTEND A MINIMUM OF - AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MIST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, PE.IBlic WORKS IMM. PLAN 4004 STANDARD SANITARY IIII4ANHOLE ' DEPARTMENT SEP'['EMBE'Ft 201 I " f5 BO T'HBLE S 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' C586"m> DIA B.C, (SEE DETAIL) COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' IIIA CSLT SOC, (ALLEN I5s1635mm 5/81- -11 X 1ss 215mm 1 A' 9MMI RUBBER WASHER 8 3/47 2 i/4211 T YID I I A COVER SECTION VIEW EON BOLTING DETAIL 167m) 25 1/4' IIIA 1641mm-3 1/4` mml r -:/4f (6mm> DOA c6I NEOPRENE CASKET ---------- --------. Ir358c�ars I•r��l ......... __ ___________________________ILL- 5/8' � S 3/8' DIA CL: OPEN_._ 116mm (5 4mm) GASKET GROOVE DETAIL 2 5116' IIIA 34 1/8' DIA (87mm1 NTI FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING" LICA PER FAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER). SANITARY (SPECIFY "SEWER"), , Ofd WATER (SPECIFY "WATER"). � c 0 I SSM. RM -- 401 MANHOLE DEPARTMENT II FAME AND OVER ` DECEMBER 2008 SLANMKTBALI`. REE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ""GL'' VEanCAL- NMVD Ism HORIZONTAL• NAD I M/1991 DATUM BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE. 5) FOUNDATION LEVEL. W (SEE NOTE 7) LIMITS OF PIPE ZONE . O.D, OF PIPE rp. t : r: 61 BEDDING FOR SANITARY SEWER RIPE NOTE 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. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS, . PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN AGGREGATES SECTION OF THE STANDARD T SPECIFICATIONS OR PEA GRAVEL. 6. RIPE MUST BE ANCHORED IN SUCH A MANNED AS TO ENSURE FLOW LNNE IS MAINTAINED. 7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS, PUBLIC WORKS DEPA�tTMM r r c PROPERTY LINE FUTURE 6" f3UILI7II+NG SEWER PIPEi BUIL.I� SEWR - -- 3.�2*{x 4" STUD MARKING POST PAINTED TEE MTN 6" SIDE OUTLET �616XWxs* �WHITE WITH THE RC1 ,!SEWER* STENCILED "FACE CLEANOUT WITH IN 3" HIGH BLACK LrTTER.S ANIS'tE CAST IRON RING & 0+0WR WRAPPED AROLI I TETE STUD AND (EAST JORDAN IRON WORKS EXUDED TO THE TOP OF THE STUD. 2975 OR fWVM� EQ $g .: SIS STEL. PLAN 403.1 FOR SDE -Soto AND auUm XAw INSTALLATION) AOCEPTASS PROCEDURES POR SIDE SEWER CONNECTIONS To MAIN LINES ARE AS FOL.LOI A. VITRIFIED CLAY MAIN - COT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FL4EMBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 6. CONCTE kIAIhI --- CUT IN A NEW SECnON OF SSR MAIN SMITH A NEW TEE USING FLEXI13LE COUPUNGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -mil WITH A ROMAC SADME (OR A,PPP'RO' 1EDJAL) OR CUT IN A NEW TEE USING f4GID COUPLINGS D. oUCiLE IRS MAIN - CORE -DRILLED WITH ,A ROMAsC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANI40LES MALL BE AT MANUFACTURED I<NOCK -f fiS OR THE STRUCTURE SHALL BE CME -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON WIPE OR DUC*nLE IRON PIPE. 1':3:5 MIX CONCRETE � 01 BLOCKING . , 10 coo Ili _, SLU E NOIE UNLESS OTHERMSE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOST HOUSE ELEVATIM V*41CHEVER IS LOQ. MAIN HORIZONTAL PUBLIC WO STANDARDSDEEMt I l meorALiLATI N (SKWE#t MAIN T`0 PlIt ►PERTY LINE) CITY OE RENTON Planning/Building/Public Works Dept. MD. PLAN 4ml J"UARY 2013 R- 3830 12 S- 383001 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC SEWER DETAILS / NOTES 2820 PARK AVENUE NORTH s- 3`b3Dp2 04/28/2015 FlUDSOOK: PAGE: DRAWING NO: SHM. 12 of 20