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Home My WebLink AboutS-327907E I � U n z n O n z Li X Ld CC/) W J Q Lli W 0 W U) I) z N � Q r7 Q W z Iw- cn < O z U J m d a° 0 0 P x o ® 3 E a �w w as U mo �E ,k -E Z5'N :y 9I ` o u: �CD X3 0 �i z 0 zoo a " U N N N f/1 4 a- a 0 x r m of LT o' � o z MORTAR FILLET SE 132ND STREET ® PUBLIC SANITARY SEWER EXTENSION SANITARY SEWER NOTES AND SPECIFICATIONS A PORTION OF THE SE 1/4 OF THE NW 1/4 OF `SEC. 14, TWP 23N., RGE. SE., n W.M. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND CITY OF RENTON, KING COUNTY, WASHINGTON SPECIFICATIONS OF THE CITY REND UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 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. 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 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. _ 48" MH 54" MH 60" MH ,B, ,C, ,D,, ,E. 6" MIN. 5 °MIN r 24" MIN. 21" I.D. 460" 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. SANITARY MANHOLE TYPICAL DETAIL jY p ADOPTED S BUILTS O'• "� ♦ f CITY OF RENTON RENTON DN PECIFCATIIONS 8 MIN. 5.5 MUM: 24 MIN. 24 LD. PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, 8" MIN. 6° MIN::. 42" MIN. 30" 1.D. 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. SANITARY MANHOLE TYPICAL DETAIL jY p ADOPTED S BUILTS O'• "� ♦ f CITY OF RENTON RENTON DN PECIFCATIIONS STANDARD PLANS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT' LOCATION SO AS LST DATE: 12/96. TO AVOID DAMAGE OR DISTURBANCE. DWG. NAME: BR28 SP PAGE: B071 ' I PROPERTY LINE 6, 0„ b FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD. o Of O_ 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 60" ALLOWABLE MAX. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. CONCRETE +. �� / GLti �\ONG BLOCKING �P �� 25 F� PAIL �� M M NCR / CO _2% MIN SLOPE i 1 HORIZONTAL 6" SIDE OUTLET TEE } SEWER MAIN 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STANDARD SIDE SEWER INSTALLATION ELEVATION (SEWER MAIN TO PROPERTY LINE) NOTE: Y p ADOPTED UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY + Cm + CITY OF RENTON LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ''`' STANDARD PLANS LST DATE: 12/96 10 17/9 Edited note. DCV AG DATE I REVISION I BY IAPPRJ DWG. NAME: BR39 SP PAGE: 8078 r .F; 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 0 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 S BUILTS AMERICA ASSOCIATION; LATEST `EDITION (APWA) AND CITY OF RENTON DN PECIFCATIIONS 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 PRIORI 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. ADAPTER SKIRT RETRIEVAL STRAP 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 'OTHERS ON THE o CONSTRUCTION SITE. a 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. C? OVERFLOW C� (TO BYPASS PEAK 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL GEOTEXTILE - FABRIC(MIRAR 70OX 4P FLOWS) TAKE PRECEDENCE OVER ALL OTHER PLANS. OR APPROVED EQUAL a C? 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SEDIMENT. ACCUMULATOR 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILT` SCHEMATIC DETAIL DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A PROVIDE CB INSERT'STREAMGUARD FOR SEDIMENT• OR APPROVED EQUAL LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. MANUFACTURER'S NAME FOSS ENVIRONMENTAL ADDRESS 200 SW MICHIGAN STREET SEATTLE, WA 88106 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES'OF THE PIPE IN LAYERS WITH TELEPHONE: FOR INFORMATION: (800),909 -3677 A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 18 INCHES,1, THOROUGHLY CB SEDIMENT PROTECTION TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED' LAYERS 1 _ MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF NoT To SCALE THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE, SHALL BE THE SAME AS DESCRIBED. Z d7 O.' 5' CROSSINGS ROADWAY SL K WITH CRUSHED A MECHANICALLY C UCUTSNTOTHEEXISSTI GASSPHALHAL BE EATLINECUT WITHSAINACCON11NUOS 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. TARNOW 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 VERTICAL DATUM AFTER THE COMPLETION OF CONSTRUCTION. NAVD -88 15, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED NORTH AMERICAN VERTICAL DATUM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC` FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF THE CURRENT STATE OF WORKS' WASHINGTON STANDARD SPECIFICATIONS`.FOR ROAD AND. BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE BENCHMARK 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 THE ELEVATIONS AND CONTOURS SHOWN HEREON SUPPORTED ON AUNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING.. SHALL BE PEA ARE BASED UPON A PROJECT SPECIFIC ASSUMED GRAVEL 6" ABOVE AND BELOW THE PIPE. DATUM, AND ARE NOT RELATED TO ANY PUBLISHED VERTICAL CONTROL NETWORK. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL: CHLORIDE (PVC) RUBBER GASKETED SET AN ONSITE TEMPORARY BENCHMARK: NAIL ASTM D'3034, SDR 35, OR DUCTILE IRON CLASS 50. IN W. SIDE OF PP NEAR NE PROP. CORNER. ELEVATION = 122.32 17. IN UNIMPROVED AREAS, MANHOLE' TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 FEET. INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS EQUATION FOR THE CITY OF RENTON DATUM IS TO MATCH PAVING. THE RIM OF THE EXISTING SSMH AT 152ND AVENUE SE & SE 132ND STREET ELEV= 458.72 EQUALS 105.98 (CRONES RELATIVE DATUM) SCHWEUC,. & CONTOUR INTERVAL: 2 FEET. - g WCkJt„ AgAssocam, PLLC �„` F CHECKED FOR COMPLIANCE CIVIL ENGINEERING 3 PROJECT MANAGEMENT CALL 48 HOURS To CITnY STANDARD 1/ F 1945 SOUTH 375TH STREET BUS: (253) 815 -1700 crnFaai wav wa anonA Fox. (253) 815 -1701 r .F; - 0 4 0 y T 2 7 2006 -7a s .3_-7po,_ �' s- 327ya3 SCANNED OCT 2 S 2005 d t