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Home My WebLink AboutS-312302z 0 c > Q W Z U p Z CL w z� 0 Z c �- O Z w frf Q a W a a Q W J Q V N t- O a R NTON PLACE DIVISION III LOW PONT acv = 144.19 11-IE NORTHWEST DUAR'TER OF SE-CT10N 189 T23N, RSE, W.M. LOW POINT STA = 4 +6218 CITY OF RENTON, KING COUNTY, WASHINGTON PA STA =5+00 PIA ELEV = 143.75 A.D. = 8.20 �el K = 12.20 Aj c 100.00' VC UGH POINT ELEV = 151.42 HIGH POINT STA = 6 +28.18 PIA STA = 6 +25 PVI ELEV = 152.75 A.D. = -13.34 K = 6.00 80.00' VC W Go co N W �- o FLOWUNE ELEV OF o + rn �•, + o � o o EASTING GROtMD AT W Z N INERT CURB (RT.) C) + ^ n' _ N -� __ ___ _._ co .. .. . Et.EV T10N OF _ _ . � _ "NOiE EXACT IOCJI110N AIrD A EI�ISTMIG - m _--- - - - - -- _ ._.__ _ 3 aD � c� W 158 SE1rER STUB _ _ _ _____ UNMM SHALT. POTHaF _. _^ - __ ____ ._ _ _ - - _ t7 - =_ __ -- -- - - - - -- - -- __ . �_ _ _- �. o __ - _ _ . _ 56 �-�--� ARC► TO VEF�FY LOCATION AID? 61VATM - -- ^- - _ M -� _ -- __- - EXISTING WATER _ _ � ____._ _. .d o EXISTING GRADE AT -� w w ELfV iif�V PRIOR TO ___�______.__ . __ __ _ EXISTING EDGE oI: _ > j CUISMX710N. CONTRACTOR SHALL NOTIFY _ _._ _ -F-- _ 'm m - EXACT DEPTH - - _ -- - `_ -- ArLl 0% not 154 _ R-� TOr _ { __ _ - -- - - 149' Q 0 a DESIGN ASSIWRONS. - - _ _ _ . _ - '_ _ w _ �. _ _ _.__ - _ r- T ---- ------- ° 150 _ - -- _ - -- -_ ..- _148 _.._. - 14 _ ,. - - __ _ - -_- - a - _ -WATER -3 MIN 236 LF 8 DI CL. 50 0 0.50 COVER 1 -Ex. i 16± LF 8 Eolvc. � 0.50 (ASSUMED) ° � �- � -- _ _ �___ _ _. _ _ . ---�- _= __ - -_ -� _ 142 - -- � 3.77 __ - 200LF 12 DI _ __- EX. _ co _ E B 54 6 SEE DETAIL - - - -- - - - - -_ __ STA 3+11.70,4.00' R _- y ,EXS.SM.H flN5Z AL._ --9 IM 132 STA 1 +95.57,4.02 R _ _ -- -___ _._. -_- ___. - -- - _ _ _ _ 145 07 ± (MAT _ _--- ._ : . _ . _ _ __ _ _. _ _ __ _ �. 130 RIM 143.35 " - -.__ .__. ____� _...___ __ . __ _. ______ - _ __ __._ _ _ ___ _� ---- _ -� -_ _.______ ._ ___. _ ______ _ ___ _,_ _ ___ _ IE 139.58, 8 S ___ _ __.. __ _ .. -_ __ _ _..._ ___ _ _ IE 138.90 8 S �___ ___�- -.__ __ _�.. ___ - ______ .. - _._____.__. __ .. __ - -___ __ _ . _ -- " _ 128 • IE 139.48±, 8 N (EXIST., FIELD ____ - _ __ -- _ NW _ �- _ ______� ___ -__ SEE DETAIL) _ ______ - 26 �_IriAPLE AVE _ - SSMH 2 ~TYPE B 54" IE 13 _.____ ._.. _. _ _ - _. __ _ - _ ___ __ -_.. _-. __ _ _ - - -- _ __ A . H - - - -- _ -___ .._ _ - - ._ _ 5 55, 12 N -- - - -_ SC LE• ORZ 1 - R _ _ . _ 7.4 . VE IFY PRIOR TO CONSTRUCTI N 20 STA +4 ,14 67 R -_� 5 _ _ __..__ ___ _ ___ __ _ _ _ EW GRAD 124 VERT 1' 10' - .1�iM 146 90± (MATCH N E --�`-- _ _ -- I 140.76 8" N 122 1 ++ O + I 1� I Lo N i Lo �D rte. �- raj ! Ll-j CV I N N CV i ^ f1p 0p M Lo N n co CN 114-, �� ti '�- Lri filet �i� cD�n p O .d:; Liz I L(7 Ln � I r _ P a m- � �n a 1-30 7D J t- aF Q ;cr O ;m 03 - ' a 40 cn 0 V) ZZ 3 V) Q oa.. a: D a. >. Q. U z 0 c > Q W Z U p Z CL w z� 0 Z c �- O Z w frf Q a W a a Q W J Q V N t- O a R NTON PLACE DIVISION III LOW PONT acv = 144.19 11-IE NORTHWEST DUAR'TER OF SE-CT10N 189 T23N, RSE, W.M. LOW POINT STA = 4 +6218 CITY OF RENTON, KING COUNTY, WASHINGTON PA STA =5+00 PIA ELEV = 143.75 A.D. = 8.20 �el K = 12.20 Aj c 100.00' VC UGH POINT ELEV = 151.42 HIGH POINT STA = 6 +28.18 PIA STA = 6 +25 PVI ELEV = 152.75 A.D. = -13.34 K = 6.00 80.00' VC W Go co N W �- o FLOWUNE ELEV OF o + rn �•, + o � o o EASTING GROtMD AT W Z N INERT CURB (RT.) C) + ^ n' _ N -� __ ___ _._ co .. .. . Et.EV T10N OF _ _ . � _ "NOiE EXACT IOCJI110N AIrD A EI�ISTMIG - m _--- - - - - -- _ ._.__ _ 3 aD � c� W 158 SE1rER STUB _ _ _ _____ UNMM SHALT. POTHaF _. _^ - __ ____ ._ _ _ - - _ t7 - =_ __ -- -- - - - - -- - -- __ . �_ _ _- �. o __ - _ _ . _ 56 �-�--� ARC► TO VEF�FY LOCATION AID? 61VATM - -- ^- - _ M -� _ -- __- - EXISTING WATER _ _ � ____._ _. .d o EXISTING GRADE AT -� w w ELfV iif�V PRIOR TO ___�______.__ . __ __ _ EXISTING EDGE oI: _ > j CUISMX710N. CONTRACTOR SHALL NOTIFY _ _._ _ -F-- _ 'm m - EXACT DEPTH - - _ -- - `_ -- ArLl 0% not 154 _ R-� TOr _ { __ _ - -- - - 149' Q 0 a DESIGN ASSIWRONS. - - _ _ _ . _ - '_ _ w _ �. _ _ _.__ - _ r- T ---- ------- ° 150 _ - -- _ - -- -_ ..- _148 _.._. - 14 _ ,. - - __ _ - -_- - a - _ -WATER -3 MIN 236 LF 8 DI CL. 50 0 0.50 COVER 1 -Ex. i 16± LF 8 Eolvc. � 0.50 (ASSUMED) ° � �- � -- _ _ �___ _ _. _ _ . ---�- _= __ - -_ -� _ 142 - -- � 3.77 __ - 200LF 12 DI _ __- EX. _ co _ E B 54 6 SEE DETAIL - - - -- - - - - -_ __ STA 3+11.70,4.00' R _- y ,EXS.SM.H flN5Z AL._ --9 IM 132 STA 1 +95.57,4.02 R _ _ -- -___ _._. -_- ___. - -- - _ _ _ _ 145 07 ± (MAT _ _--- ._ : . _ . _ _ __ _ _. _ _ __ _ �. 130 RIM 143.35 " - -.__ .__. ____� _...___ __ . __ _. ______ - _ __ __._ _ _ ___ _� ---- _ -� -_ _.______ ._ ___. _ ______ _ ___ _,_ _ ___ _ IE 139.58, 8 S ___ _ __.. __ _ .. -_ __ _ _..._ ___ _ _ IE 138.90 8 S �___ ___�- -.__ __ _�.. ___ - ______ .. - _._____.__. __ .. __ - -___ __ _ . _ -- " _ 128 • IE 139.48±, 8 N (EXIST., FIELD ____ - _ __ -- _ NW _ �- _ ______� ___ -__ SEE DETAIL) _ ______ - 26 �_IriAPLE AVE _ - SSMH 2 ~TYPE B 54" IE 13 _.____ ._.. _. _ _ - _. __ _ - _ ___ __ -_.. _-. __ _ _ - - -- _ __ A . H - - - -- _ -___ .._ _ - - ._ _ 5 55, 12 N -- - - -_ SC LE• ORZ 1 - R _ _ . _ 7.4 . VE IFY PRIOR TO CONSTRUCTI N 20 STA +4 ,14 67 R -_� 5 _ _ __..__ ___ _ ___ __ _ _ _ EW GRAD 124 VERT 1' 10' - .1�iM 146 90± (MATCH N E --�`-- _ _ -- I 140.76 8" N 122 1 ++ O + I 1� I Lo N i Lo �D rte. �- raj ! Ll-j CV I N N CV i ^ f1p 0p M Lo N n co CN 114-, �� ti '�- Lri filet �i� cD�n p O .d:; Liz I L(7 Ln � I r _ P a m- � �n a 1-30 7D J t- aF Q ;cr O Of • a s • 2 +00 3 +00 SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING .4 BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE DATUM CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AID CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION 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 UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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. 11. 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 VERTICAL F)ATI J M �1 1 1 of nLv vry vGvt,n # 1919 CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CUL DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM 13208 RENTON AVE. SOUTH. ELEVATION = 236.65 NAVD 1988 4+00 5 +00 24 "x 6" FRAME AND LIP PER C.O.R. DRAWING BR29. 6 +00 W3 4D 41 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER C.O.R. DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL 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 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. 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. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. 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. 4 TESE DRAWNA8 ARE NOT TO BE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE:>� 1RED FOUNDATION IN V� F� C� �ES� ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY so= By � �w AamY I RECOMMENDED LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS F0R ApMVAL 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. By PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. BY 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 BY 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH CALL 48 HOURS ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH BEFORE YOU DIG PAVING 1- 800 - 424 -5555 L 92 r r � F Ft 263 SANITARY SHALLOW MANHOLE TYPE B ADOPTED ARclff W w 11ON 8 MDR PIAM tat DATS:12/N DWG. NAME: BR37 SP PAGE: B072 CHECKED FOR COMPLIANCE TO CITY STANDARDS A 0,�� DATE DATE e� DATE �i. CD of •n,O b �L S fa1VAL ` q EvwEs 216106 REUSE OF DOCUMENTS M Mal No M !0 r1EC'wowaU M a0000 m am me w own " 4M U Mi11IMM ALTEMTANI W W W THE wow" all m MUM ELL Oft ow THE coeww". In QR1i1c " w souTUllE. W 4W 00 1 F 0 4 OM WO Oft AS M rISTImIENT of P utoo k tea. Is w provTv W *a w K NOT TO M um M ow 0 M PMT. FO ANT OAS RIMT e11W ft TwTe A rm=ATTOI a ANw i� r� �r 13 Cn c v L od L. c O �- U � z cl) cm �Co� Oww) >3 O fl oz8 QZ� >cd VoO .__! c > r demo r c L O Q� 0 = U > � �-0.. C loop mm� 5 M - 8:3 Z O 00 Q w U z 0 3:: .J 0 w NIF �m ,i AM ;m 03 V W a J (,j cn 0 W ZZ 3 Of • a s • 2 +00 3 +00 SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING .4 BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE DATUM CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AID CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION 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 UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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. 11. 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 VERTICAL F)ATI J M �1 1 1 of nLv vry vGvt,n # 1919 CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CUL DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM 13208 RENTON AVE. SOUTH. ELEVATION = 236.65 NAVD 1988 4+00 5 +00 24 "x 6" FRAME AND LIP PER C.O.R. DRAWING BR29. 6 +00 W3 4D 41 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER C.O.R. DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL 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 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. 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. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. 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. 4 TESE DRAWNA8 ARE NOT TO BE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE:>� 1RED FOUNDATION IN V� F� C� �ES� ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY so= By � �w AamY I RECOMMENDED LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS F0R ApMVAL 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. By PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. BY 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 BY 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH CALL 48 HOURS ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH BEFORE YOU DIG PAVING 1- 800 - 424 -5555 L 92 r r � F Ft 263 SANITARY SHALLOW MANHOLE TYPE B ADOPTED ARclff W w 11ON 8 MDR PIAM tat DATS:12/N DWG. NAME: BR37 SP PAGE: B072 CHECKED FOR COMPLIANCE TO CITY STANDARDS A 0,�� DATE DATE e� DATE �i. CD of •n,O b �L S fa1VAL ` q EvwEs 216106 REUSE OF DOCUMENTS M Mal No M !0 r1EC'wowaU M a0000 m am me w own " 4M U Mi11IMM ALTEMTANI W W W THE wow" all m MUM ELL Oft ow THE coeww". In QR1i1c " w souTUllE. W 4W 00 1 F 0 4 OM WO Oft AS M rISTImIENT of P utoo k tea. Is w provTv W *a w K NOT TO M um M ow 0 M PMT. FO ANT OAS RIMT e11W ft TwTe A rm=ATTOI a ANw i� r� �r 13 Cn c v L od L. c O �- U � z cl) cm �Co� Oww) >3 O fl oz8 QZ� >cd VoO .__! c > r demo r c L O Q� 0 = U > � �-0.. C loop mm� 5 M - 8:3 Z O 00 Q w U z 0 3:: .J 0 w NIF �m ,i AM ;m o oc a � DATE: 8/29/03 0 > ZZ 3 W Q m a: D on w >. Z U m Q Q O W J a CL Z Q LL a- Q (l) 0 0 oo'ol � 0 CV w 0 X cr z� r� ` col m 0 Of • a s • 2 +00 3 +00 SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING .4 BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE DATUM CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AID CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION 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 UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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. 11. 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 VERTICAL F)ATI J M �1 1 1 of nLv vry vGvt,n # 1919 CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CUL DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM 13208 RENTON AVE. SOUTH. ELEVATION = 236.65 NAVD 1988 4+00 5 +00 24 "x 6" FRAME AND LIP PER C.O.R. DRAWING BR29. 6 +00 W3 4D 41 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER C.O.R. DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL 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 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. 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. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. 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. 4 TESE DRAWNA8 ARE NOT TO BE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE:>� 1RED FOUNDATION IN V� F� C� �ES� ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY so= By � �w AamY I RECOMMENDED LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS F0R ApMVAL 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. By PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. BY 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 BY 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH CALL 48 HOURS ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH BEFORE YOU DIG PAVING 1- 800 - 424 -5555 L 92 r r � F Ft 263 SANITARY SHALLOW MANHOLE TYPE B ADOPTED ARclff W w 11ON 8 MDR PIAM tat DATS:12/N DWG. NAME: BR37 SP PAGE: B072 CHECKED FOR COMPLIANCE TO CITY STANDARDS A 0,�� DATE DATE e� DATE �i. CD of •n,O b �L S fa1VAL ` q EvwEs 216106 REUSE OF DOCUMENTS M Mal No M !0 r1EC'wowaU M a0000 m am me w own " 4M U Mi11IMM ALTEMTANI W W W THE wow" all m MUM ELL Oft ow THE coeww". In QR1i1c " w souTUllE. W 4W 00 1 F 0 4 OM WO Oft AS M rISTImIENT of P utoo k tea. Is w provTv W *a w K NOT TO M um M ow 0 M PMT. FO ANT OAS RIMT e11W ft TwTe A rm=ATTOI a ANw i� r� �r 13 Cn c v L od L. c O �- U � z cl) cm �Co� Oww) >3 O fl oz8 QZ� >cd VoO .__! c > r demo r c L O Q� 0 = U > � �-0.. C loop mm� 5 M - 8:3 Z O 00 Q w U z 0 3:: .J 0 w NIF �m ,i AM .4� . 0� LY_ W Vu) Z w m ! y Z-0 rn;. V � QUA0 n Q c D 3 o cr amain jr t M W <0 W V Z 2R 8" ZV) Q Ziv z J W CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER ;m z 0 oc OESKiNEO: m DATE: 8/29/03 0 > w z Q m o w >. Z U m Q Q O W J j CL Z Q LL z (l) 0 0 � 0 CV w 0 cr .4� . 0� LY_ W Vu) Z w m ! y Z-0 rn;. V � QUA0 n Q c D 3 o cr amain jr t M W <0 W V Z 2R 8" ZV) Q Ziv z J W CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER PROFILE & NOTES 14 OESKiNEO: DATE: 8/29/03 a z ,z FILE NAME: ORAWW: I^ SCALE: AS SHOWN � °z PN" 900 PA46 _ CHECKED: REYI810N by APPR. CAT± APPROVED: SHEET: 140F: 19 Melt ar Esc �raracs 0 o 3114, na n: SCAMED NOV • t M 0 w S z a z ,z I^ � °z 1 o r n N > O 1 > z w zi CV W 0 0 I^ r� � O w CV 0 z� m 0 � m t S 0