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Home My WebLink AboutS-286104c � T z s I SSMH #1 STA:0 +25, 13'RT RIM =4a?. 427.41 (MATCH EXIST. ASPHALT) INV = 414-67 (6 "IN)415.66 INV = 414.5 -U (8 "OUT) * /S.71 I y - 1"d LLJ I � F- 0 Ci L,J r� o m CL O O O I I 00 n-zyy WILLIHiJi'SHU H L BE12 PL599332 959 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 DESCRIBEC. O J� WiA Q __j Q Q 4 Q E-- i- V V y I j n BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 10 DAYS AND PERMANENT PATCH SHALL BE WITHIN ENTON CURRENT STANDARDS. STTANDARDS ti in Q (n '.34. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR C PVC (SDP- OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT NOTES: ;z p < CC G c - o N FF y' z a c c 5 (MATCH EXIST. ASPHALT ) ARE INSTALLED. PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF CASTING ;O PER THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR -'4D INV= 444.m7 (6-IN) 415.(,6 r= ( VERIFY PRIOR TO CONSTRUCTION) INV =4}� (B "OUT)s):15.71 CONCRETE. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING 5. ALL JOINTS SHALL BE GROUTED. __ c � T z s I SSMH #1 STA:0 +25, 13'RT RIM =4a?. 427.41 (MATCH EXIST. ASPHALT) INV = 414-67 (6 "IN)415.66 INV = 414.5 -U (8 "OUT) * /S.71 SANITARY SEWFR NOTES ANJ SPECIFCATIONS ALL WORK. MATERIAL SHALL BE :N CONFORM " - 1 c. c STANDARDS AND SPEW CAT.ONS CF THE CITY CF P JTOI AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2- THE HOURS OF 'WORK IN THE STREET RIGHT OF WAY S.i<.LL BE. LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHER'WI':S -. APPROVED IN WRITING B'Y THE TRANSPORTATION DIVISION AT 277- 6222, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANC THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. r'. 3. ALL CONSTRUCT,ON SHALL BE IN ACCORDAnr_ MITI— "STANDARD SPECIFICATIONS FOR .MUNICIPAL ?UB IC WORKS CONSTRUCTION" NOTE: REPARED B'E WASHINGTON STATE CHAPTER AI, EPICAN PI :B IC WORKS 1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO ASsocIAIGN, LATEST EDITION (APWA; AND rHE c.Y of =ENTON VERIFY HORIZONTAL AND VERTICAL LOCATIONS. STANDARD SPECIFICATIONS- 4, ALL LOCATIONS OF EXISTING ULLITIES SHOWN APE APPROXIMATE - - .D IT SHp BE THE CONTRACTORS RESPGN IBI_T'r TO VERIFY 'HE -- - - - - -- -- - - -- -- - - - -_ _ .RUE AND CORRECT LOCATION SC AS TO AVOIC DAMAGE OR DID UURBANCE- I 5. A. PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRJCTION T SHALL BE THE CONTRACTORS RESPONSIHk -ITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECION WILL BE C COfMPL:SHED BY A REPRESENTATI✓F OF THE OF RENTON). T SHALL BE THE CONTRACTORS RESPONSIBILITY NO HE C'.TY = / /gtlUPEy IJ PEC70R 24 HOURS N ADVANCE OF BACKFILLNG AL_Y Awns cA TR_c oN. 6 COICRACTOP TS SOLELY RESPONSIBLE FOR H M ,-ANS METHODS i 3 7 AND SEQUENCES OF CONSTRUCTION AND FCR 4E SA T) ' JE YORKERS y 3 I � �J -- AND C'NERS ON THE CONSTRUCTION SITE. °O� 7. IT SHAII. BE THE RESPONSIBILITY OF .HE CONTRACTOR TO 1 R OBTAIN STREET USE AND AN OTHER P- ITF�- �IHRMI PRIOR TO ANY �� ONSTRU ON T _ AG LAND _� _ ElV1RE3 S. SANS PISION, B' H EC RENCE DEVELOPMENT ILL OTHER I((3dlOZ- SERVICES DIVISION, .,n, S STY OF OVER ALL OTHER PLANS, 9. A: COPY OF THESE APPROVED PLANS MUS- BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS- / ".! AND THE PLANS ARE "AS-BUILT" ' AS /BUILT DRAWING7OFF THE SANITARIDESEWEERG TY OF RWHI CN WITH AN }t('. THESE T !SYSTEM 'WHICH HAS BEEN LH U INFORMATION SHOWN I STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR ACCURATELY REFLECTS EXISTING ICENSED PROFESSIONAL' SURVEYOR j FEEI_D CONDITIONS AS OF THIS a 2 a 3 " x " d: DATUiI F /F, V JL � � I a r� o m SANITARY SEWFR NOTES ANJ SPECIFCATIONS ALL WORK. MATERIAL SHALL BE :N CONFORM " - 1 c. c STANDARDS AND SPEW CAT.ONS CF THE CITY CF P JTOI AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2- THE HOURS OF 'WORK IN THE STREET RIGHT OF WAY S.i<.LL BE. LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHER'WI':S -. APPROVED IN WRITING B'Y THE TRANSPORTATION DIVISION AT 277- 6222, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANC THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. r'. 3. ALL CONSTRUCT,ON SHALL BE IN ACCORDAnr_ MITI— "STANDARD SPECIFICATIONS FOR .MUNICIPAL ?UB IC WORKS CONSTRUCTION" NOTE: REPARED B'E WASHINGTON STATE CHAPTER AI, EPICAN PI :B IC WORKS 1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO ASsocIAIGN, LATEST EDITION (APWA; AND rHE c.Y of =ENTON VERIFY HORIZONTAL AND VERTICAL LOCATIONS. STANDARD SPECIFICATIONS- 4, ALL LOCATIONS OF EXISTING ULLITIES SHOWN APE APPROXIMATE - - .D IT SHp BE THE CONTRACTORS RESPGN IBI_T'r TO VERIFY 'HE -- - - - - -- -- - - -- -- - - - -_ _ .RUE AND CORRECT LOCATION SC AS TO AVOIC DAMAGE OR DID UURBANCE- I 5. A. PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRJCTION T SHALL BE THE CONTRACTORS RESPONSIHk -ITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECION WILL BE C COfMPL:SHED BY A REPRESENTATI✓F OF THE OF RENTON). T SHALL BE THE CONTRACTORS RESPONSIBILITY NO HE C'.TY = / /gtlUPEy IJ PEC70R 24 HOURS N ADVANCE OF BACKFILLNG AL_Y Awns cA TR_c oN. 6 COICRACTOP TS SOLELY RESPONSIBLE FOR H M ,-ANS METHODS i 3 7 AND SEQUENCES OF CONSTRUCTION AND FCR 4E SA T) ' JE YORKERS y 3 I � �J -- AND C'NERS ON THE CONSTRUCTION SITE. °O� 7. IT SHAII. BE THE RESPONSIBILITY OF .HE CONTRACTOR TO 1 R OBTAIN STREET USE AND AN OTHER P- ITF�- �IHRMI PRIOR TO ANY �� ONSTRU ON T _ AG LAND _� _ ElV1RE3 S. SANS PISION, B' H EC RENCE DEVELOPMENT ILL OTHER I((3dlOZ- SERVICES DIVISION, .,n, S STY OF OVER ALL OTHER PLANS, 9. A: COPY OF THESE APPROVED PLANS MUS- BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS- / ".! AND THE PLANS ARE "AS-BUILT" ' AS /BUILT DRAWING7OFF THE SANITARIDESEWEERG TY OF RWHI CN WITH AN }t('. THESE T !SYSTEM 'WHICH HAS BEEN LH U INFORMATION SHOWN I STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR ACCURATELY REFLECTS EXISTING ICENSED PROFESSIONAL' SURVEYOR j FEEI_D CONDITIONS AS OF THIS a ✓n I SANITARY SEWFR NOTES ANJ SPECIFCATIONS ALL WORK. MATERIAL SHALL BE :N CONFORM " - 1 c. c STANDARDS AND SPEW CAT.ONS CF THE CITY CF P JTOI AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2- THE HOURS OF 'WORK IN THE STREET RIGHT OF WAY S.i<.LL BE. LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHER'WI':S -. APPROVED IN WRITING B'Y THE TRANSPORTATION DIVISION AT 277- 6222, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANC THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. r'. 3. ALL CONSTRUCT,ON SHALL BE IN ACCORDAnr_ MITI— "STANDARD SPECIFICATIONS FOR .MUNICIPAL ?UB IC WORKS CONSTRUCTION" NOTE: REPARED B'E WASHINGTON STATE CHAPTER AI, EPICAN PI :B IC WORKS 1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO ASsocIAIGN, LATEST EDITION (APWA; AND rHE c.Y of =ENTON VERIFY HORIZONTAL AND VERTICAL LOCATIONS. STANDARD SPECIFICATIONS- 4, ALL LOCATIONS OF EXISTING ULLITIES SHOWN APE APPROXIMATE - - .D IT SHp BE THE CONTRACTORS RESPGN IBI_T'r TO VERIFY 'HE -- - - - - -- -- - - -- -- - - - -_ _ .RUE AND CORRECT LOCATION SC AS TO AVOIC DAMAGE OR DID UURBANCE- I 5. A. PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRJCTION T SHALL BE THE CONTRACTORS RESPONSIHk -ITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECION WILL BE C COfMPL:SHED BY A REPRESENTATI✓F OF THE OF RENTON). T SHALL BE THE CONTRACTORS RESPONSIBILITY NO HE C'.TY = / /gtlUPEy IJ PEC70R 24 HOURS N ADVANCE OF BACKFILLNG AL_Y Awns cA TR_c oN. 6 COICRACTOP TS SOLELY RESPONSIBLE FOR H M ,-ANS METHODS i 3 7 AND SEQUENCES OF CONSTRUCTION AND FCR 4E SA T) ' JE YORKERS y 3 I � �J -- AND C'NERS ON THE CONSTRUCTION SITE. °O� 7. IT SHAII. BE THE RESPONSIBILITY OF .HE CONTRACTOR TO 1 R OBTAIN STREET USE AND AN OTHER P- ITF�- �IHRMI PRIOR TO ANY �� ONSTRU ON T _ AG LAND _� _ ElV1RE3 S. SANS PISION, B' H EC RENCE DEVELOPMENT ILL OTHER I((3dlOZ- SERVICES DIVISION, .,n, S STY OF OVER ALL OTHER PLANS, 9. A: COPY OF THESE APPROVED PLANS MUS- BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS- / ".! AND THE PLANS ARE "AS-BUILT" ' AS /BUILT DRAWING7OFF THE SANITARIDESEWEERG TY OF RWHI CN WITH AN }t('. THESE T !SYSTEM 'WHICH HAS BEEN LH U INFORMATION SHOWN I STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR ACCURATELY REFLECTS EXISTING ICENSED PROFESSIONAL' SURVEYOR j FEEI_D CONDITIONS AS OF THIS F. SANI -AR'Y SEWER MANHOLES SHA I HAVE Al INTERIOR AS WELL AS PLACEMENT AND COMPACTION OF REAL REDvBEDDING ^ SURFACES, INCLUDING CHANNELNG, COATED :'SEALED) MATERIAL S UNIFORM GARDE SO THAT THE REWIRE LENGTH OF THE WITH A HIGH SOLIDS URETHANE COATING; PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE WASSER MC- CONSEAL OR APPROVED EQUAL, -C� PRIVATE ROAD PROFILE ssn9rl PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE COLOR OF COATING SHALL BE WHITE RIM= 427.97 . INV= 413.6718 Pvc NW) PIPE RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PIPE 1/Vv= 413.774CS "-PVG 5.) WITH ASTM C -443. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) 1- TOPiZ. LE _20 � :8- CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE. RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. DIAMETER OF THE LARGEST PIPE. : .,mil Si r- 1 T. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 5 INCHES SIRArII.E �Il� LS C7l�[.s �C�oILJ �l O. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN. PAVED AREA, C E X Si7ic7.lY H S7MH N COVER'' MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 40RiCZ. SCALE_ "'C'' 1 } M.ANHOLF -FRAME AND COVER VERET SCALE: 1"=5' 6' S EE DRAWING BR29 ?_" MAX 25 ADJUSTMENT (4" MIN.) / I - -- CONE UP - _ - - - - -- DAT[ 5V ELE[_7 21 � S - -_ -_ -- -- -_ -- - - RUBBER GASKETED JOINTS Q' w '- - E o WA O 'O 40'5'00 IN ACCORDANCE WITH ASTM !O STEPS - 314" DEFORMED BAR l� BE ED S`�IC11S3i3'F26- 1 / ? - CONCRETE RISER 81 PIPE NC. 0.1. i dih. 4- 0,S L. 48 tM ExPm 11/30/00 U' ALLOW46__ MAY. OR CAST IRON PPE P RON ?IPE. Y r ,z (TYa) MAX. PIPE SIZE - 21" I.D. 3:J MIX / p� �T'rJOTs } LADDER STD ALUMINUM OR GALVANIZED STEEL P ^ 0 QrJGR � o TAR � RECOMMENDED P1 Nc / P ` CONCRETE SHELF OVAL BLOCKY o +°�' ceE 1 i . � FOR APPROVAL ___ - / ORECAST BASE SECTION 2� MIN s �pE � BY 4 [' -?% 'W '.I R CAST IN SHELF. U .._. r I 'J .- T -.EWER ✓I AIN ' J :lam � 6 MI- S_.JEP 4AIN .: MIN. IN1_ ,J _ BY - CONCRETE BLOCKING ANGLE 2 ", 4 STUE cER ICE IAPKER PArNT UPPER OF TEE A? IAAIN OVE(? 25 TYPICAL aD R cbATION } h _ L PG ON HI E Nc ENCj ON S)E --i -- S MIN (TYP) c I ELEVATION NORDING EWER NI - HIGH BLACK LETTERS. STANDARD ao ccxea INSTALLATION A I X5 WIRE NRArPEv AROUND THE AND SANITARY MANHOLE TYPICAL DETAIL Call NOTE: 6" SIDE SEVER AND BUILDING R EXTENDED TO THE TOP OF THE STUD. NOTE: T T UNLESS OTHERWISE SHOWN ON PLAN,. SIDE SEWER SH HAVE A MINIMUM 25' COMER PRC =ER7Y N.T.S. T LIiJE. GR 3 -5' LGWER i'n AN THE LOWEST riOJSE ET �JATI C'rJ, 'JlH CHE'.'ER IS LOWER. T before YOU EXISTING. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.T' T I':'RIJ L APPROVED SE BY AI CITY, !SAYE TAP THROUGH B CAST IT SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE f �l: F DI,, l RED TO EWER MAIN /J'7H .,70.1NI ES,jSTE_ BAIJUS. ®19.. EXACT VERTICAL. AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 'I z V.I -11 I,l,I 1. =.0 IJC IJF.W S�DF :EWERS .I EXISTING MAIN. A.. 1. 1_8®® -424 -5555 REPR SENT4 IONJ ISM DE ^HAOTMALL EXSTINGN UTILITIES ARE NO SHOWN C� / rli Il is ;LAY PL 1, IJ;) !.ORC ONCI._ - "E'., DI PIPE AND C1 STANDARD SIDE SEWER INSTALLATION : UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES Wwp 27 -2A F1111[ W-P MlI+ i -R, f. PE CORL: DP,LL1 :L N.T.S. AVOID CUTTING UNDERGROUND NOT SHOWN OR ^UTILITIES ^NOT SHOWN IN THEIR PROPER LOCATION. V ✓n DAmE.3/ •/ PIPE IN LAYERS WITH VA LOOSE P.\ERAGE DEPTHv OF 6VINCHES fY V1 In / MAXIMJM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO i0 n O I I WILLIHiJi'SHU H L BE12 PL599332 959 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 DESCRIBEC. O O + + +1 O O 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 u� + O 4 Q E-- i- V V y BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 10 DAYS AND PERMANENT PATCH SHALL BE WITHIN ENTON CURRENT STANDARDS. STTANDARDS ti in V Q 35) ® 7i '.34. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR PVC (SDP- OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT NOTES: I7 SSMH #1 FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF ', STEPS TO BE 3/4" 6 DEFORMED BAR GALVANIZED SAFETY CONSTRUCTION. STA:0 +25, 1SRT STEPS OR EQUAL. RIM= 42 -#'8t 4Z7.91 2. STEPS ARE TO BE IN PLACE BEFORE. MANHOLE SECTIONS 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON .A PROPERLY INV =4-13. 45413 (MATCH EXIST. ASPHALT ) ARE INSTALLED. PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF CASTING ;O PER THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR -'4D INV= 444.m7 (6-IN) 415.(,6 3 BE DRAWING BR29. c. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY ( VERIFY PRIOR TO CONSTRUCTION) INV =4}� (B "OUT)s):15.71 CONCRETE. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING 5. ALL JOINTS SHALL BE GROUTED. __ F. SANI -AR'Y SEWER MANHOLES SHA I HAVE Al INTERIOR AS WELL AS PLACEMENT AND COMPACTION OF REAL REDvBEDDING ^ SURFACES, INCLUDING CHANNELNG, COATED :'SEALED) MATERIAL S UNIFORM GARDE SO THAT THE REWIRE LENGTH OF THE WITH A HIGH SOLIDS URETHANE COATING; PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE WASSER MC- CONSEAL OR APPROVED EQUAL, -C� PRIVATE ROAD PROFILE ssn9rl PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE COLOR OF COATING SHALL BE WHITE RIM= 427.97 . INV= 413.6718 Pvc NW) PIPE RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PIPE 1/Vv= 413.774CS "-PVG 5.) WITH ASTM C -443. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) 1- TOPiZ. LE _20 � :8- CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE. RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. DIAMETER OF THE LARGEST PIPE. : .,mil Si r- 1 T. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 5 INCHES SIRArII.E �Il� LS C7l�[.s �C�oILJ �l O. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN. PAVED AREA, C E X Si7ic7.lY H S7MH N COVER'' MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 40RiCZ. SCALE_ "'C'' 1 } M.ANHOLF -FRAME AND COVER VERET SCALE: 1"=5' 6' S EE DRAWING BR29 ?_" MAX 25 ADJUSTMENT (4" MIN.) / I - -- CONE UP - _ - - - - -- DAT[ 5V ELE[_7 21 � S - -_ -_ -- -- -_ -- - - RUBBER GASKETED JOINTS Q' w '- - E o WA O 'O 40'5'00 IN ACCORDANCE WITH ASTM !O STEPS - 314" DEFORMED BAR l� BE ED S`�IC11S3i3'F26- 1 / ? - CONCRETE RISER 81 PIPE NC. 0.1. i dih. 4- 0,S L. 48 tM ExPm 11/30/00 U' ALLOW46__ MAY. OR CAST IRON PPE P RON ?IPE. Y r ,z (TYa) MAX. PIPE SIZE - 21" I.D. 3:J MIX / p� �T'rJOTs } LADDER STD ALUMINUM OR GALVANIZED STEEL P ^ 0 QrJGR � o TAR � RECOMMENDED P1 Nc / P ` CONCRETE SHELF OVAL BLOCKY o +°�' ceE 1 i . � FOR APPROVAL ___ - / ORECAST BASE SECTION 2� MIN s �pE � BY 4 [' -?% 'W '.I R CAST IN SHELF. U .._. r I 'J .- T -.EWER ✓I AIN ' J :lam � 6 MI- S_.JEP 4AIN .: MIN. IN1_ ,J _ BY - CONCRETE BLOCKING ANGLE 2 ", 4 STUE cER ICE IAPKER PArNT UPPER OF TEE A? IAAIN OVE(? 25 TYPICAL aD R cbATION } h _ L PG ON HI E Nc ENCj ON S)E --i -- S MIN (TYP) c I ELEVATION NORDING EWER NI - HIGH BLACK LETTERS. STANDARD ao ccxea INSTALLATION A I X5 WIRE NRArPEv AROUND THE AND SANITARY MANHOLE TYPICAL DETAIL Call NOTE: 6" SIDE SEVER AND BUILDING R EXTENDED TO THE TOP OF THE STUD. NOTE: T T UNLESS OTHERWISE SHOWN ON PLAN,. SIDE SEWER SH HAVE A MINIMUM 25' COMER PRC =ER7Y N.T.S. T LIiJE. GR 3 -5' LGWER i'n AN THE LOWEST riOJSE ET �JATI C'rJ, 'JlH CHE'.'ER IS LOWER. T before YOU EXISTING. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.T' T I':'RIJ L APPROVED SE BY AI CITY, !SAYE TAP THROUGH B CAST IT SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE f �l: F DI,, l RED TO EWER MAIN /J'7H .,70.1NI ES,jSTE_ BAIJUS. ®19.. EXACT VERTICAL. AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 'I z V.I -11 I,l,I 1. =.0 IJC IJF.W S�DF :EWERS .I EXISTING MAIN. A.. 1. 1_8®® -424 -5555 REPR SENT4 IONJ ISM DE ^HAOTMALL EXSTINGN UTILITIES ARE NO SHOWN C� / rli Il is ;LAY PL 1, IJ;) !.ORC ONCI._ - "E'., DI PIPE AND C1 STANDARD SIDE SEWER INSTALLATION : UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES Wwp 27 -2A F1111[ W-P MlI+ i -R, f. PE CORL: DP,LL1 :L N.T.S. AVOID CUTTING UNDERGROUND NOT SHOWN OR ^UTILITIES ^NOT SHOWN IN THEIR PROPER LOCATION.