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Home My WebLink AboutS-3688041:-2,O�OF AS /DNA 1 0 1/13/201 1n 2 c; v 0 z L N LLJ a� x z Q z w j N gz Q ON000 C5 Of Q z - O) EO 00 OC Z IN Q I Zw �i 1() 11i CD Z z0 H- U0 LO Lf) w N N Z N N 5 Z - Y �v UN K �N / 0*1 U U a a Z, h h T W Of b 4 OONy AS -BUILT SEWER EXTENSION NOTES AND DETAILS A PORTION OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON r7 PROPERTY LINE 'C' I-� 25' DIA..1 'E' s 0 3 -0" C25nm1 ° UNRE 6" BUILDING SEWER PIPE L V2' BUILDING SEWER ,I TYP CITY OF RENTON COVER SECTION VIEW 60" E 1 6" MIN. w SANITARY SEWER NOTES AND SPECIFICATIONS a 9 TEE V4TH ti' SIDE OUTLET W 6 "%6'X6' WYE WHITE WON THE WORD "SEWER' STENCILED SURFACE CLEANOUT WITH IN } HIGH BLACK LETTERS AND WRE " COVER CAST IRON RING &COVE R (EAST JORDAN IRON WORKS WRAPPED A THE STUD AND 1. ALL WORK AND WORK MATERIAL 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 G" S1DE SEWER AND BUILDING SEWER U APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & Z SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES LINES ARE AS FOLLOWS: DURING CONSTRUCTION. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE 13- COUPLINGS (FERNCO OR APPROVED EQUAL). 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR O ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN APPROVED EQUAL). u MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. L -F 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE D. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO LC AVOID DAMAGE OR DISTURBANCE. P W MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR CL TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO O SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL J BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE N Z CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN „ ADVANCE OF BACKFIWNG ALL CONSTRUCTION. Q Y 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION ZW / i SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Y 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE jU[ PRECEDENCE OVER ALL OTHER PLANS. S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCT10 IS IN PROGRESS. a 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. w a a o 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 a O TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH S1DE OF THE PIPE OR TO THE SIDE OF E4 3 THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS I-� DESCRIBED. W a' 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 1E4-1 t. SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS c OTHERWISE APPROVED BY CITY OF RENTON. W v •5 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, m AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS o rn UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. a c REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE d SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. u m� 14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 5 � PLANNING /BUILDING / PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE ° Q WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY o OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE �p 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 BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. a� o 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D z B U 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1:-2,O�OF AS /DNA 1 0 1/13/201 1n 2 c; v 0 z L N LLJ a� x z Q z w j N gz Q ON000 C5 Of Q z - O) EO 00 OC Z IN Q I Zw �i 1() 11i CD Z z0 H- U0 LO Lf) w N N Z N N 5 Z - Y �v UN K �N / 0*1 U U a a Z, h h T W Of b 4 OONy AS -BUILT SEWER EXTENSION NOTES AND DETAILS A PORTION OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON 60" ALLOWABLE MAX. FOR CAST IRON PIPE Oft DUCTILE IRON PIPE. 1:3Nf 0�, (N O CO pO6 BLOV 25 P 2Y MIN SLOPE HORIZONTAL TLET TEE 6" MIN. MAIN ZI MAIN CONCRETE RI OCKINC. ANGIF TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION N GTE: 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, PUBLIC WORKS STANDARD SIDE SEWER PLAN - 4010.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) �BTD. SEPTEMBER 2011 BULTHOLES - 3 PECS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) MA R (SFF TFTATII RE- rrN T SEWER COVER & FRAME PROPERTY LINE 'C' I-� 25' DIA..1 'E' s 1' 3 -0" C25nm1 ❑9mm] UNRE 6" BUILDING SEWER PIPE L V2' BUILDING SEWER ,I TYP 24" I.D. COVER SECTION VIEW 60" T MIN. 1 6" MIN. w 1 30" I.D. `2 x 4 STUD MARKING POST PAINTED TEE V4TH ti' SIDE OUTLET Z 6 "%6'X6' WYE WHITE WON THE WORD "SEWER' STENCILED SURFACE CLEANOUT WITH IN } HIGH BLACK LETTERS AND WRE COVER CAST IRON RING &COVE R (EAST JORDAN IRON WORKS WRAPPED A THE STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO O THE HE TOP OF LEE STUD. ° SPECIFY "SEWER' ON LID. SEE SM PLAN 403.1 FOR G" S1DE SEWER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). O. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE- DRILLEO WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE Oft DUCTILE IRON PIPE. 1:3Nf 0�, (N O CO pO6 BLOV 25 P 2Y MIN SLOPE HORIZONTAL TLET TEE 6" MIN. MAIN ZI MAIN CONCRETE RI OCKINC. ANGIF TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION N GTE: 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, PUBLIC WORKS STANDARD SIDE SEWER PLAN - 4010.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) �BTD. SEPTEMBER 2011 BULTHOLES - 3 PECS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) MA R (SFF TFTATII RE- rrN T SEWER COVER & FRAME PLAN VIEW 'C' I-� 25' DIA..1 'E' 1 [635mm] 1' 6" MIN. C25nm1 ❑9mm] �ILIL H� 77T 8 3/4' L V2' F---I- [2264nn] 1 TYP 24" I.D. COVER SECTION VIEW 60" 26 112' DIA C6J3mm1 25 1/4' DIA [641mN 1 1/16' 6mm) DIA r 127mm] ENE GASKET I 5/e• J 23 3 /B' DIA CL OPEN 16mm] C594mm] 27 5/16' DIA C694mm] 34 1/8' DIA 1867nm] FRAME SECTION VIEW COVER BOTTOM VIEW (3r ) MET SEC. (ALLEN 5 /8' -11 X 1.5 .5 SS SS RUBBER WASHER EON BOLTING DETAIL 1/4' (film] 1 127wmT t /e• [3mw] v9' 1R3mn] GASKET GROOVE DETAIL NOTES 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). WORKS PUBLIC MANHOLE FRAME AND COVER (- DEPARTMENT DECEMBER 2008 W (SEE NOTE 4) LIMITS OF PIPE ZONE r .. BEDDING MATFRIAI_ FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRFNCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, LXCEPI THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN IHE BACKFILL MAIERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE 15 MAINTAINED, PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS 7' TL I NOT TO SCALE STD. PLAN - 405 MARCH 2000 MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" LAIN.) SEE NOTE 6 MORTAR JOINT(5) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. IHE USE OF SHIMS IS PROHIRGE1 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS BID. PLAN - 400.1 DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER 2011 RAISE -1/2" - WIDE BORDER 1 -1 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/6" 1-1/2" ■ CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 6' OR 8' CLEAN -OUT DETAIL NOT TO SCALE LANE LINE MARKING 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W 12"/ FIBE PAC 45 °(1/8) 7, -B„ STANDARD VEHICLE WHEEL PATH L 1' MIN. 4.5' MIN. 215' MIN. *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. PLUG TO SEALED IN SAME MANNER AS MAIN SEWER JOINTS. ACP CLASS- \ MIN. �6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER CONCRETE CLASS 3000 5- 368804 NOTE: A� '�DQ PATCN'eINV OVERLAY UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FO DETERMINING PAVEMENT THICKNESS. CITY OF RENTON Approved by: Date: 04 WKS 1 "MIRED NOTES OCV OC 1.7/2004 MWITIEO NOTES Ocv cz DATF I I RY IAPPR I Approved by: Date: CHECKED FOR COMPLIANCE TO CITY STANDARDS Approved by: Date: Approved by: Date: CITY OF RENTON 01EPARTMENT' OF PUBLIC WORKS AS-BUILT SEWER EXTENSION NOTES AND DETAILS 13414162ND AVE. S.E. - RENTON, WA PARCEL NO.359OW -0050 DEmmm AS _ DATE 6/10/13 -LE NO. LW Do- APPROVED ORLG1lM a wwuc wags 0 In O Z m 0 W U m > 9 Go w Go A to A <xH to OT Go z N I O 'C' 'D' 'E' 48" MIT 48 6" MIN. 5 °MIN 24" MIN. 21" LD. 54" MH 54" 8" MIN. 5.5 MIN. 24" MIN. 24" I.D. 60" MH 60" T MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. IHE USE OF SHIMS IS PROHIRGE1 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS BID. PLAN - 400.1 DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER 2011 RAISE -1/2" - WIDE BORDER 1 -1 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/6" 1-1/2" ■ CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 6' OR 8' CLEAN -OUT DETAIL NOT TO SCALE LANE LINE MARKING 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W 12"/ FIBE PAC 45 °(1/8) 7, -B„ STANDARD VEHICLE WHEEL PATH L 1' MIN. 4.5' MIN. 215' MIN. *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. PLUG TO SEALED IN SAME MANNER AS MAIN SEWER JOINTS. ACP CLASS- \ MIN. �6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER CONCRETE CLASS 3000 5- 368804 NOTE: A� '�DQ PATCN'eINV OVERLAY UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FO DETERMINING PAVEMENT THICKNESS. CITY OF RENTON Approved by: Date: 04 WKS 1 "MIRED NOTES OCV OC 1.7/2004 MWITIEO NOTES Ocv cz DATF I I RY IAPPR I Approved by: Date: CHECKED FOR COMPLIANCE TO CITY STANDARDS Approved by: Date: Approved by: Date: CITY OF RENTON 01EPARTMENT' OF PUBLIC WORKS AS-BUILT SEWER EXTENSION NOTES AND DETAILS 13414162ND AVE. S.E. - RENTON, WA PARCEL NO.359OW -0050 DEmmm AS _ DATE 6/10/13 -LE NO. LW Do- APPROVED ORLG1lM a wwuc wags 0 In O Z m 0 W U m > 9 Go w Go A to A <xH to OT Go z N I O