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Home My WebLink AboutS-332503CASTING INLAND FDRY SANITARY SEWER N O TES & SPECI FI CA T ONS I PROPERTY uNE OR EQUAL. PT #714 w o _ SIDE SEWER MAIN TO , ` BUILDING SEWER `D SEE DETAIL 5 L4 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND N Q 25 ADJUSTMENT 4" MIN. SPECIFICATIONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST EDI7ION OF THE WSDT /APWA STANDARDS AND SPECIFICATIONS. c' FUTURE Z THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIA917ED TO 8:30 6" SEWER PIPE 6 -O-� BLDG SEWER A.M. TO 3 :30 P.M. ON WEEKDAYS UNLESS OTHERWSE APPROVED IN WRITING BY W N CONE THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, 6" SIDE OUTLET TEE 2; 2 "Y.4" STUD SERVICE A3fARKER PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 ti PAINT UPPER PORTION WHITE MORTAR JOINTS V) HOURS IN ADVANCE. 7HE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 --� N HOURS IN ADVANCE al AND STENCIL ON SIDE WORD Lij "SEWER" WITH 3" HIGH 4" MIN. STEPS -314" DEFORMED BAR LLJ J. ALL CONS7RUC770N SHALL BE IN ACCORDANCE W177 -/ "STANDARD SPECIFICA7ONS ° BLACK LETTERS. STEPS SHALL BE INCLUDED FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE f O CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST ED177ON (APWA) AND 6„ SIDE SEWER 8c BUILDING SEWER Z cx� CITY OF RENTON STANDARD SPECIFICATIONS. PLAN 6 112" O W 1 Q 4. ALL LOCAT70NS OF EXISTING U77LITIES SHOWN ARE APPROXIMATE AND IT SHALL ^ b CONRETE RISER BY PIPE INC. Z W 0 BE THE CON7RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT 6" SIDE SEWER 48" OR APPROVED EQUAL V) (n Z LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 1 :3:5 MIX NOTE: Q CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A cr ~ 5. A PRE- CONSTRUC770N CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY MAX. PIPE SIZE -21" I.D. PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTORS UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE Z Q MAX LADDER -STD. ALUMINUM RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING g'M /N LOWEST HOUSE ELEVATION, WHICH- C) OR GALVANIZED STEEL. Z Z CONSTRUC770N. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF 25' MIN EVER IS LOWER. THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONCRETE SHELF (¢ N077FY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL 6 "MIN <' HORIZONTAL CONSTRUCTION. 6" 5 /DE OU7LET TEE 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF SEWER MAIN EXISTING SEWER MAIN N' CONS7RUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONC. BLOCKING ANGLE -6" SIDE SEWER M . coNS7i?ucnoN sirE OF TEE AT MAIN OVER 25° MORTAR 4LET. ELEVA TION ' 6 TEST TEE PRECAST BASE SECTION M. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE TO BE INSTALLED �_ OR CAST IN PLACE ' 4I VI q o AND ANY RELATED PERMITS PRIOR TO ANY CONS7RUC770N Qv G AT CONNECTION 6" MIN. a R �� NOTE• F 141i! � 3 N 8. PLANS APPROVED BY 7HE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE 0 CA �I I— 6" MIN. m Z s Y v PRECEDENCE OVER ALL OTHER PLANS GVE �V MAKE TAP THROUGH CAST IRON P� �E SADDLE SECURED TO SEWER MAIN N RE KITH STAINLESS STEEL BANDS SANITARY MANHOLE TYPICAL DETAIL m z � ° a' 9_ A COPY OF THESE APPROVED PLANS MUST BE ON 7HE JOB SITE WHENEVER 1 z a P G o IN (6 CONSTRUCTION IS IN PROGRESS. �pp� WHEN CONNECTING NEW SIDE (N TV 25' SEWERS TO EXISTING MAIN. Z 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT TYP. SEE SHTS. 17 & 12 29 MIN SLOPE j Z < e DRAWING OF 7HE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND HORIZONTAL VITRIFIED CLAY, PLAIN & ° SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED REINFORCED CONCRETE, D1 & N PROFESSIONAL SURVEYOR TYPICAL `SIDE SEWER Cl PIPE SEWER MAINS ARE TO ELEVA TION BE CORE DRILLED. NOTES1 " 11. BACKFILL SHALL BE PLACED EQUALLY ON B077-1 SIDES OF THE PIPE IN LAYERS 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED a THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAX /MUM DENSITY. THESE SIDE SEWER SERVICE DETAIL. 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29 COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE I PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT -MIX PATCH SHALL BE TYP. SEE SHTS. 15 & 16 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. PLACED THIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT 6, ALL JOINTS SHALL BE GROUTED, WI $ 7. SANITARY SEWER MANHOLES. SHALL HAVE ALL INTERIOR STANDARDS. � SURFACES. INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATINGI $ a 13. DATUM SHALL BE CITY OF RENTON, U_S.0 AND G.S. WASSER MC- CONSEAL OR APPROVED EQUALi 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO COLOR OF COATING SHALL BE WHITE, THE SA77SFACTION OF THE DEPARTMENT FOR THE'PREVEN77ON 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- 023(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 a z THE FOUNDATION MA7ERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED a BEDDING MATERIAL TO UNIFORM' GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE z 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. o 17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COINER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAINING. a_ 2'0 a r W ^L o ❑ 314" SPACES SPACED -314" 12 "0 I -4 314" ❑ ❑❑ o o AS INDICATED -HT. 1/8" FIBER JOINT m o ❑ o PACKING o 1 /8" RAISE-1/2" WIDE i/8 BEND ® �� ®� 1" o BORDER N 10" z 9" 0 0 a. RECOMMENDED FOR APPROVAL W If PLUG TO BE SEALED IN SAME y 77 3 4" MANNER AS MAIN SEWER JOINTS. , �� BY DATE ° g sago BY DATE W CAST IRON RING AND COVER PIPE MATERIAL toxat BY DATE As SPECIFIED. CLEAN —OUT DETAIL I EX HM 6/22 /07 _j BY DATE 1 Z BY DATE CD'"5 -33256 SCAM= JL*Ssryti ZV17