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Home My WebLink AboutS-283302M G N F i az F 4 iv03 x0 1 c4 Q ., �v m o � \ o a a n a W CD z W O -J Q � Q 0- W W W O �_ = O In = W (n CD Q LLJ z J W J W LL � cn z •� 0 � N o MORTA 28 FILLET STA. 0 +00 INT OF MEADOW AVE. & PRIVATE ROAD MANHOLE FRAME AND COVER W /LOCKING 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 24 NOTES: 1:3COBLG 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY I 50.OQ VC 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS PIPE SEWER MAINS ARE TO BE CORE DRILLED ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. NOTE: 7. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `SIORAL 4�'1 LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. I I �I j 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) _ 24 WITH A HIGH SOLIDS URETHANE COATING; in o I NN 4. MANHOLE SECTIONS CONCRETE. 5. OPENING SHOULD 6. ALL JOINTS SHALL 7. SANITARY SEWER 1 _-._._I^ 1St (MATCH WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE 8 (EXIST. VERIFY DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK CONST•) 8 (W NEW) ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. pDEP :ESSEL` RIVEW A Y 60" ALLOWABLE MAX. FOR CAST IRON PIPE ON 2% MIN SLOPE 6" MIN. CONCRETE t2 BLOCKING ANGLE 25 BY .. wU HORIZONTAL I y 'm > m SEWER MAIN TYPICAL SIDE SEWER ELEVATION 'LEV i STANDARD -90F SUM INSTA I APPROACH �1 "I 1 '7 - 54" d � 2.059 6.1 FINISH (GRADE AT ROAM CE LINE SANITARY SHALLOW MANHOLE TYPE B I FT i NOT TO SCALE s I AI L 0� I � I �N x t s I J I 77 EXIST. GROUN E I • a d 1 ' ,..g• D.I. CL .45x. MH +-- -- E e" - I RIM-1 INV=1#15 INV 121.32 � 95 (8' OUT) (6' IN) •. .> I i I j SSMH/1 MU-1 INV 119 IPMOR TI �INV=1191 OTHOLE EXIST( SIRI.InON CAL LOCAT U11UliES VERI DNS. PRIQR HORIZ TO TAL AND I PRIVATE ROAD HORI VERT PROFILE I DATUM 1' =20' 1' =2' N,6 N N N N Oc� N VJ rm. MORTA 28 FILLET STA. 0 +00 INT OF MEADOW AVE. & PRIVATE ROAD MANHOLE FRAME AND COVER W /LOCKING 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 24 DUCTILE IRON PIPE. NOTES: 1:3COBLG 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY m STEPS OR EQUAL. / NOTES: 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS PIPE SEWER MAINS ARE TO BE CORE DRILLED ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. NOTE: 7. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `SIORAL 4�'1 LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST I CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 20 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) _ 24 WITH A HIGH SOLIDS URETHANE COATING; in o WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 4. MANHOLE SECTIONS CONCRETE. 5. OPENING SHOULD 6. ALL JOINTS SHALL 7. SANITARY SEWER 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE 1St (MATCH WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE 8 (EXIST. VERIFY DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK CONST•) 8 (W NEW) ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 16 60" ALLOWABLE MAX. FOR CAST IRON PIPE DUCTILE IRON PIPE. 2 "x 4" STUD SERVICE MARKER PAINT UPPER � TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE "SEWER" 3" HIGH BLACK LETTERS. 1:3COBLG m / NOTES: SxUPR WA ��DF N Fe o Lsf y PIPE SEWER MAINS ARE TO BE CORE DRILLED .p, P NOTE: 7. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `SIORAL 4�'1 LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. WSEWERMAIN 4" MIN. TO 12" MAX. 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 DRAWING BR29. NOT TO SCALE AVOID CUTTING UNDERGROUND _ 24 in o ' m 4. MANHOLE SECTIONS CONCRETE. 5. OPENING SHOULD 6. ALL JOINTS SHALL 7. SANITARY SEWER TO BE OF REINFORCED PRECAST BE ON DOWNSTREAM SIDE. BE GROUTED. MANHOLES SHALL HAVE ALL INTERIOR FOR APPROVAL /� ■ _a" V l2" By t Z before you SURFACES, INCLUDING WITH A HIGH. SOLIDS ON 2% MIN SLOPE 6" MIN. CONCRETE t2 BLOCKING ANGLE 25 BY iu w ¢_ HORIZONTAL OF TEE AT MAIN OVER ELEVATION SEWER MAIN TYPICAL SIDE SEWER ELEVATION 'LEV i STANDARD -90F SUM INSTA I ATION w > L SANITARY SEWER NOTES 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 WSDOT /APWA STANDARDS AND SPECIFICATONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE 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 BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM 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. DEVELOPMENT SERVICES DIVISION, 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 T 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% 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 T HE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 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. 134. 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 ME PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.30) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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 GARDE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE ON GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, 3 +00 2+00 1 +00 0 +00 6' -0' o FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER n - > 2 "x 4" STUD SERVICE MARKER PAINT UPPER � TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE "SEWER" 3" HIGH BLACK LETTERS. 24% 6" FRAME AND LIP PER DRAWING BR29. m / NOTES: SxUPR WA ��DF N Fe o Lsf y PIPE SEWER MAINS ARE TO BE CORE DRILLED .p, P NOTE: 7. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `SIORAL 4�'1 LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. - 4" MIN. TO 12" MAX. 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 DRAWING BR29. NOT TO SCALE AVOID CUTTING UNDERGROUND _ 24 in o ' m 4. MANHOLE SECTIONS CONCRETE. 5. OPENING SHOULD 6. ALL JOINTS SHALL 7. SANITARY SEWER TO BE OF REINFORCED PRECAST BE ON DOWNSTREAM SIDE. BE GROUTED. MANHOLES SHALL HAVE ALL INTERIOR FOR APPROVAL /� ■ _a" V l2" By t Z before you SURFACES, INCLUDING WITH A HIGH. SOLIDS CHANNELING, COATED (SEALED) URETHANE COATING; Z N �q Dig. I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOW ^! OR UTILITIES IN SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -424 -5555 UNDERGROUND SERVICE (USA) BY iu w ¢_ WASSER MC- CONSEAL COLOR OF COATING 8. RUBBER GASKETED OR APPROVED EQUAL; SHALL BE WHITE. JOINTS SHALL BE IN CONFORMANCE > 4" WITH ASTM C -443. 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. '7 - 54" d 6.1 SANITARY SHALLOW MANHOLE TYPE B O 61/ WP - 27-.2 3 NOT TO SCALE AI L 0� I � I �N x t s I 422 s 2 "x 4" STUD SERVICE MARKER PAINT UPPER � TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE "SEWER" 3" HIGH BLACK LETTERS. WORDING WITH AND #6 WIRE WRAPPED AROUND THE STUD AND THE TOP OF THE STUD. EXTENDED TO 6" SIDE SEWER AND BUILDING WE.R 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 PIPE AND C1 SxUPR WA ��DF N Fe o Lsf y PIPE SEWER MAINS ARE TO BE CORE DRILLED .p, P NOTE: 7. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY `SIORAL 4�'1 LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. EXPIRES 11/30/00 STANDARD SIDE SEWER INSTALLATION NOT TO SCALE AVOID CUTTING UNDERGROUND NOTE: RECOMMENDED UTILITY LINES. IT'S COSTLY EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. FOR APPROVAL /� ■ _a" V IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - By t Z before you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN /"7 �q Dig. I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOW ^! OR UTILITIES IN SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -424 -5555 UNDERGROUND SERVICE (USA) BY - -- SCANNED NIAR 3 0 2000