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Home My WebLink AboutS-327903N M _" N' � c 0 Z N n a a N O a C� Cf) n Z n O Z Li- w w r'v' � w V w z� N Of �Q w Z Cn < U J m CL M � U N M � � U (/) I F- w 0 CJ z Q Cn w O Z -- 0 W Q +- r a _ 91 ? 1 o 3 0 V) Q a a a- < w Q 0 x m z 0 V) fW o: 111111= MORTAR FI LLET j -- i �--- 6" MIN. (TYP ) SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER 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 - 'E' LADDER-STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 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 DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. 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 WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL. 'A' Q d ' C ' D' ' E' 48" MH 48" of 5 "MIN 2.4" MIN. Q 54" MH 54" U _ 5.5" MIN. 24" MIN. 24" I. D. 60" MH 60" 8" MIN. � 42" MIN. c ° d m E a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS �!V C WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED D_ 0 S r a _ 91 ? 1 o 3 0 V) Q a a a- < w Q 0 x m z 0 V) fW o: 111111= MORTAR FI LLET j -- i �--- 6" MIN. (TYP ) SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER 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 - 'E' LADDER-STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 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 DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. 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 WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL. SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE DATE REVISION 8Y APPR -�.,� ADOPTED TY ieR CI OF RENTON STANDARD PLANS 6/12/97 REVISED TO COVER 48', 54' do 60' MANHOLES MAB -- ►�, LST DATE: 12/96 10/17/9 EDITED TEXT DCv AG TEX 3/8/95 ADDED NOTE, EDIT T DCV AG DWG. NAME: BR28 SP PAGE: B071 1:3:5 MIX CONCRETE BLOCKING J 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. P +. i 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION L SEWER MAIN z �- 'A' ' B' ' C ' D' ' E' 48" MH 48" 6" MIN. 5 "MIN 2.4" MIN. 21 " I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I. D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE DATE REVISION 8Y APPR -�.,� ADOPTED TY ieR CI OF RENTON STANDARD PLANS 6/12/97 REVISED TO COVER 48', 54' do 60' MANHOLES MAB -- ►�, LST DATE: 12/96 10/17/9 EDITED TEXT DCv AG TEX 3/8/95 ADDED NOTE, EDIT T DCV AG DWG. NAME: BR28 SP PAGE: B071 1:3:5 MIX CONCRETE BLOCKING J 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. P +. i 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION L SEWER MAIN z �- PROPERTY LINE 6' -0" o FUTURE I BUILDING SEWER - - ----- - - - - -- w Z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE I WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. of a 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 Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED NGLEg�pG c��SE GIN P 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER ELEVATION 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 (SEWER MAIN TO PROPERTY LINE) \v , ADOPTED CITY Or RENTON �. STANDARD PLANS F' v LW DAM: 12/1116 DWG. NAME: BR39 SP PAGE: B078 IRID L L 2 0 .0 ADAPTER SKIRT i- RETRIEVAL STRAP m a a \�_OVERFLOW GfOTFXTILE (TO BYPASS PEAK FABRIC(MIRAFI 70OX 4�? FLOWS) OR APPROVED EQUAL %Q SEDIMENT ACCUMULATOR SCHEMATIC DETAIL PROVIDE CB INSERT 'STREAMGUARD FOR SEDIMENT# OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909 -3677 CB SEDIMENT PROTECTION 1 NOT TO SCALE sWho 327,50,3 VERTICAL DATUM NAVD -88 NORTH AMERICAN VERTICAL DATUM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS U* :1 >,. THE ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED UPON A PROJECT SPECIFIC ASSUMED DATUM, AND ARE NOT RELATED TO ANY PUBLISHED VERTICAL CONTROL NETWORK. SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF PP NEAR NE PROP. CORNER. ELEVATION = 122.32 FEET. EQUATION FOR THE CITY OF RENTON DATUM IS THE RIM OF THE EXISTING SSMH AT 152ND AVENUE SE & SE 132ND STREET ELEV= 458.72 EQUALS 105.98 (CRONES RELATIVE DATUM) CONTOUR INTERVAL: 2 FEET. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 SANITARY SEWER _NOTES_ AND _._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 /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 CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND 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 BACKFILUNG 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. 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. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT 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 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" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. CHECKED FOR COMPLIANCE TO CIT STANDARDS -Date /o tbo Date Dote 00 r't'► ►� L y , pt WASy �< SCHWMCL & � �AssociAm, n.Lc Clft ENO ERNrQ i PROJECT MANAGEMIT 1945 SOUTH 375TH STREET Our W) 815 -11� jz2 FEDERAL WAY, WA 96003 For (A 1) 815 -17M � IOAL bfto* 'IwOr frim, l t. /lot NIN NIN AIA