The URL can be used to link to this page

Home My WebLink AboutS-281402I I i I x s 8 Y g Inn�fz= N-zo �Z a w°- NZ I 8 n L-01 N V) W O z LL O (n � J 3 a o _ Oo J `L 2' CD Of Q W �- Z V) m W W LLJ w 11 Z F) a0 �o 44 Y C O 3E Q a H.�.,I rn cE a ,,E C%1 C � om aRj LK. f:YA 41( DA7DIl 67,6'1' 405.00 430 MORTA FILLET MANHOLE FRAME AND COVER WAOCKING LID SEE DRAWING BR29 ADJUSTMENT (4' MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4' DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1 EXIST GROUND OVER CE OF PIPE STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS / ARE INSTALLED. 3. ' CASTING CAST TO BE PER DRAWLING B'R29. 420 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST \ CONCRETE 5. ALL JOINTS SHALL BE GROUTED. S. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) i WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NOTE:; WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE EXISTING UTILITY LOCATIONS SHOWN DIAMETER OF THE LARGEST PIPE. I IT SHALL BE THE CONTRACTOR'S RI 9. CONNECTIONS,TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL EXACT VERTICAL AND HORIZONTAL I GROUND U11IJ M$ PRIOR TO COMMIE REPRESENTATKOE Its MADE THAT AU 60" ALLOWABLE MAX. FOR CAST IRON PIPE HEREON. NNE EIKANEER ASSUMES NOT SHOWN OR UTILITIES NOT SAH OR DUCTILE IRON PIPE. CALL BEFORE YOU DIG: WOW= WICE USA 1 :3:S MIX CONCRETE }- BLOCKING �r N 25 aJt � 6" SIDE OUTLET TEE 1 G '-SEWER •M SLOPE MAIN 6" MIN. HORIZONTAL OF TEE AT MINI UVM 25 L SEWER MAIN ELEVA1 410 IMW..A WM 10IMAWN IWTALLAIM 7 i S a 111E O 0.5016 ! 200LL PVC • 2.8" A MW 2+ NL5 RIM-4211120 .37 6' (2) N&WI INV64 STA 1 1 429.5* (MATCH Q1 . MIND) 421.20 8" S RIM MY-421.30 8' C IN14-421 B' W IAN -4" 1116-419.90 SA i 41TARY S WER PRO ILE - HORIZ. SCA E: 1' = 20' VERT. SCA E: 1' = 2' n u N 430 MORTA FILLET MANHOLE FRAME AND COVER WAOCKING LID SEE DRAWING BR29 ADJUSTMENT (4' MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4' DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 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 CAST TO BE PER DRAWLING B'R29. 420 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. ALL JOINTS SHALL BE GROUTED. S. 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. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NOTE:; WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE EXISTING UTILITY LOCATIONS SHOWN DIAMETER OF THE LARGEST PIPE. I IT SHALL BE THE CONTRACTOR'S RI 9. CONNECTIONS,TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL EXACT VERTICAL AND HORIZONTAL I GROUND U11IJ M$ PRIOR TO COMMIE REPRESENTATKOE Its MADE THAT AU 60" ALLOWABLE MAX. FOR CAST IRON PIPE HEREON. NNE EIKANEER ASSUMES NOT SHOWN OR UTILITIES NOT SAH OR DUCTILE IRON PIPE. CALL BEFORE YOU DIG: WOW= WICE USA 1 :3:S MIX CONCRETE }- BLOCKING �r N 25 aJt � 6" SIDE OUTLET TEE 1 G '-SEWER •M SLOPE MAIN 6" MIN. HORIZONTAL OF TEE AT MINI UVM 25 L SEWER MAIN ELEVA1 410 IMW..A WM 10IMAWN IWTALLAIM 7 S a mire. .`EDER NOES AND SPECIFICATIONS -. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE -. LATEST EDITION OF THE N5DOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SMALL IOU LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS O17HERWISf APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 - t tv 6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE .ai. APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN AOVANW_ THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE 3. ALL CONSTRUCTION SMALL BE IN ACCORDANCE WITH "STANDARD '- SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTOR'' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC W011" ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE- CONSTRUCTIN CONFERENCE AND A 24 HOUR NOTICE !MALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SMALL BE F' THE CONTRACTORS 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACK-FILLING ALL CONSTRUCTION. S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THOS MEANS, METHODS AND SEOUENCES OF CONSTRUCTION AND FOR THE SAFETY OF 110Rlff�S 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 .,..1.. CONSTRUCTION. S. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 911E - WHENEVER CONSTRUCTION IS IN PROGRESS. 10./ THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WIN An AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEER STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR P� LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF ENE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INDIES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER 10 95X OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND , FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OWBR PPE SMALL BE THE SAME AS DESCRIBED. �eA 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENDIES ON E16SIM i TRAVELED ROADWAY SHALL DE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT S IA L "- 7-' BE REATIINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BADffILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WIHHIN 7, _ 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANAA M 134. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED � W&CHED OR " OTHERWISE STABILIZED To THE sATsFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLEIINN Iii CONSTRUCTION. n 15 ALL PPE AND APPURTENANCES SHALL DE LIDO ON A PROP MS*. _ PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF -� THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR F ROAD AND BRIDGE CONSTRUCTION. THIS SMALL INCLUDE NECESSARY .' STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR REDID AND - BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEV4lVG.' OF THE TRENCH BOTTOM OR THE TOP OF THE FOUIBSA" MATERIAL '_'A00, WELL AS PLACEMENT AND COMPACTION OF REWIRED BEOOIIG MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF TIME „ml PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDIIIC 911.% PIPE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOW THE .... PIPE. 16. SANITARY SEWER PIPE SMALL BE POLYVINYL CHLORIDE (PVC) ^(_ RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE RON CLAW 59. 17. IN IN UNIMPROVED AREAS; MANHOLE TO EXTEND MNIMIU 9 9 9NCIW5 AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA, ` COVER MUST SLIDE IN ALL DIRECTIONS TO MATCH PAVING. PROPERTY IJNE -- 0 6" BUILDING SEWER PIPE ;;� BUILDING SEWER DAIT/Y ALrF 405.00 2"x 4" STUD SERVICE MARKER PANT UPPER TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE WORDING `SEWER' WTH 3" HIGH BLACK LETTERS AND /6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 9" XX !1Q AND B KIWI SIMMER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED NOTE: 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. _ STANDARD SIDE SEWER INSTALLATION NOT TO SCALE AVID CUr"NB UNDERGROUND NOTE:; UTILITY LNES IT' 03TLY RECOMMENDED EXISTING UTILITY LOCATIONS SHOWN FOR APPROVAL C�II I IT SHALL BE THE CONTRACTOR'S RI • a■�!_�_� �9�9p BL' I�� 7w EXACT VERTICAL AND HORIZONTAL I GROUND U11IJ M$ PRIOR TO COMMIE REPRESENTATKOE Its MADE THAT AU �y Dig. HEREON. NNE EIKANEER ASSUMES NOT SHOWN OR UTILITIES NOT SAH ' N I CALL BEFORE YOU DIG: WOW= WICE USA SCANNED DEC 101999 _ - 22jI K 62