The URL can be used to link to this page

Home My WebLink AboutS-325904o � a W LLJ 1 j �Q � Z LLJ Q N LLJ z Q ry U) z Fa- ® _ Q Q Q oc Qc M t4i o°n o , W ;� 2 Y za W W mw X Z ¢ n Z.5 Q 12 ® -j o N m �N " o .no n z < i_ z 0 SANITARY SEWER NOTES & SPECIFICATIONS PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER THE COMPLETION OF CONSTRUCTION. 13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SEC77ON 7 OF THE CURRENT ST4 TE 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` v, NFORML , Dlc`_lrSc VINYic"cDTNv BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. DATE ° Z , FUTURE BY DATE 6" SEWER PIPE I'BLDG SEWER 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED17ION OF DATEL4 I 2, 6" SIDE OUTLET TEE THE WSDOT /APWA STANDARDS AND SPECIFICA77ONS EI o 2 "X4" STUD SERVICE ARKER ' PAINT UPPER PORTION WHITE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH 'STANDARD SPECIFICA77ONS FOR AS -HT 118" FIBER JOINT PACKING a AND STENCIL ON SIDE WORD MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER o ❑ o ri °� .SEWER" WITH 3" HIGH AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON a BLACK LETTERS. STANDARD SPECIFICATIONS 6" SIDE SEWER & "BUILDING SEWER 118 BEND PLAN J. ALL LOCATIONS OF EXISTING UTIL177ES 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. 6' SIDE SEWER 1: J. 5 MIX NOTE: 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUC7701V SITE. BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY DUCTILE IRON PIPE_ LINE OR 3 -5' LOWER THAN THE 5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 6 MIN LOWEST HOUSE ELEVATION, WHICH - OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION 25' MIN EVER IS LOWER. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE 6 MlN 1 HORIZONTAL 6" SIDE OUTLET TEE PRECEDENCE OVER ALL OTHER PLANS SEWER MAIN 7 A COPY OF THESE APPROVED PLANS MUST BE ON 7HE JOB SITE WHENEVER CONSTRUC7ION EXISTING SEWER MAIN CONC. BLOCKING ANGLE 6" SIDE SEWER IS IN PROGRESS OF TEE AT MAIN OVER 25° "TEST 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ELEVATION ti 6 TEE TO BE INSTALLED THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED � AT CONNECTION � PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR G k0\o NOTE.• 0 9. BACKFILL SHALL BE PLACED EQUALLY ON BO 7H SIDES OF THE PIPE IN LAYERS WITH A 8V0 MAKE TAP THROUGH CAST IRON LOOSE AVERAGE DEP7H OF 6 INCHES, MAXIMUM DEP7H OF 8 INCHES, THOROUGHLY TAMPING GVE PCB � SADDLE SECURED TO SEWER MAIN STEEL EACH FOR ONEYPIPE PERCENT OF OF THE RENCH. EXTEND EACH DENSITY THESE PIPE OR TO COMPACTED 406poolORE WHENSCONNECTING NEW SIDES MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 25' SEWERS TO EXISTING MAIN. 29, MIN SLOPE 10. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY HORIZONTAL VITRIFIED CLAY, PLAIN & SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 & EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPAC7ON. A Cl PIPE SEWER MAINS ARE TO ELEVA TION' BE CORE DRILLED. PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER C17Y OF RENTON CURRENT STANDARDS. SIDE SEWER SERVICE DETAIL 11. DATUM SHALL BE CITY OF PENTON, 1988 NA VD. TYP. SEE SHTS 15 & 16 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -S17E EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SEC77ON 7 OF THE CURRENT ST4 TE 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` v, NFORML , Dlc`_lrSc VINYic"cDTNv BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. -• o CASTING INLAND FDRY OR EQUAL. PT#714 `O SEE DETAIL 5.1.4 25" ADJUSTMENT 4" MIN. CONE MORTAR JOINTS 4" MIN. STEPS -314" DEFORMED BAR STEPS SHALL BE INCLUDED 2 - 6 1/2 CONRETE RISER BY PIPE INC. 48" OR APPROVED EQUAL MAX. PIPE SIZE -21" I.D. LADDER -STD. ALUMINUM f OR GALVANIZED STEEL. CONCRETE SHELF MORTAR F LET PRECAST BASE SECTION OR CAST IN PLACE 6" MINA. --I `- 6 ' MIN.:. SANITARY MANHOLE TYPICAL DETAIL (N-) TYP. SEE SHTS. 11 & 12 f NOTES, 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A_HIGH SOLIDS URETHANE_COATINGI N WASSER MC- CONSEAL OR APPROVED EQUAL/ COLOR OF COATING SHALL BE WHITE.z 1 N t { o��yoRH. a , Q „ � AS -BUILT n NOTE: 9476 AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY (WAL BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. I EEPII 6/22/07 .�91S420fN A3= 5- 32Y'104 Fm 2', RECOMMENDED F-uR ADDD❑ v /AL BY DATE 2'0" DATE BY DATE BY DATE B DATEL4 I I I S EI o 314" SPACES SPACED -314" 12 "0 4 314" C, 0 o INDICATED AS -HT 118" FIBER JOINT PACKING o ❑ o ri 1/8" RAISE 112- WIDE 1 118 BEND BORDER 10" arm9" _ PLUG TO BE SEALED IN SAME 'MANNER AS MAIN SEWER JOINTS -_ - -___ - - -__ 6» CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED. CLEAN —OUT DETAIL -• o CASTING INLAND FDRY OR EQUAL. PT#714 `O SEE DETAIL 5.1.4 25" ADJUSTMENT 4" MIN. CONE MORTAR JOINTS 4" MIN. STEPS -314" DEFORMED BAR STEPS SHALL BE INCLUDED 2 - 6 1/2 CONRETE RISER BY PIPE INC. 48" OR APPROVED EQUAL MAX. PIPE SIZE -21" I.D. LADDER -STD. ALUMINUM f OR GALVANIZED STEEL. CONCRETE SHELF MORTAR F LET PRECAST BASE SECTION OR CAST IN PLACE 6" MINA. --I `- 6 ' MIN.:. SANITARY MANHOLE TYPICAL DETAIL (N-) TYP. SEE SHTS. 11 & 12 f NOTES, 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A_HIGH SOLIDS URETHANE_COATINGI N WASSER MC- CONSEAL OR APPROVED EQUAL/ COLOR OF COATING SHALL BE WHITE.z 1 N t { o��yoRH. a , Q „ � AS -BUILT n NOTE: 9476 AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY (WAL BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. I EEPII 6/22/07 .�91S420fN A3= 5- 32Y'104 Fm 2', RECOMMENDED F-uR ADDD❑ v /AL BY DATE BY DATE BY DATE BY DATE B DATEL4 I I I S EI c� 'T 32:550 ZSCANNEC MAY ®12006 0