The URL can be used to link to this page

Home My WebLink AboutS-333108o SANITARY SEWER NOTES & SPECIFICA T,IONS PROPERTY LINE € SIDE SEWER MAIN TO (t' BUILDING SEWER o < 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W77-/ THE STANDARDS AND _ MANHOLE FRAME AND COVER SPECIFICA7IONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST SEE DRAWING BR29 E0177ON OF 774E WSDT/APWA STANDARDS AND SPECIFICATIONS. o? FUTURE 2. THE HOURS OF WORK IN THE STREET RIGHT —OF —WAY SHALL BE LIMITED TO 8:30 6" SEWER -PIPE M f- —6-0� BLDG SEWER 25 ADJUSTMENT 4" MIN. N Q. <. 3 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR177NG BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, 6 SIDE OUTLET TEE ?; 2'X4 STUD SERVICE MARKER PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 ti PAINT UPPER PORTION WHITE t1��J�1..11 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE N077FIED 24 I w AND STENCIL ON SIDE WORD CONE �y HOURS IN ADVANCE. a a "SEWER WITH 3" HIGH MORTAR JOINTS W O J. FOR MUNICIPALRPUBLICAWORKS CONSTRUCTION" PREPARED DBYDWASHINGTON STATE BLACK LETTERS. W APWA) AND ( CITY CHAPTER AMERICAN PUBLIC WORKS ASSOCIA770N, LATEST EDIT /ON 6" SIDE SEWER & BUILDING SEWER ® Q TY OF RENTON STANDARD SPECIFICATIONS. 4" MIN. STEPS -3/4" DEFORMED BAR ONS. PLAN STEPS SHALL BE INCLUDED 2 >_ Z 4. ALL LOCATIONS OF EXISTING UTIL177ES SHOWN ARE APPROXIMATE AND IT SHALL Of Q BE 774E CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT 6" SIDE SEWER ? LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. CONCRETE NOTE. yI 6 1/2" 60• ALLOWABLE MAX SIDE SEWER SHALL HAVE A n Z 5. A PRE— C0NS7RUC770N CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY CONRETE RISER BY PIPE INC. w Q Q PRIOR TO STARTING NEW CONS7RUC770N. IT SHALL BE THE CONTRACTORS UCTILE IRON PIPE LINE OR 3 -5' LOWER THAN THE 48" OR APPROVED EQUAL Cn RESPONSIBILI i / TO SECURE ALL NECESSARY PERMITS PR /OR TO STAR77NG Ax LOWEST HOUSE ELEVATION, WHICH - 6'iLflN- w ® CONSTRUCTION. (INSPEC770N WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF 25' MIN EVER IS LOWER. o THE CITY OF RENTON). IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO MAX Pl, E SIZE-21" 1. D. NOTIFY 174E UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL 6 h1 /N HORIZONTAL LADDER —STD. ALUMINUM CONS7RUCTION. 6" SIDE OUTLET TEE OR GALVANIZED STEEL. !� 6. CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF SEWER MAIN EXISTING SEWER MAIN CONCRETE SHELF M' o CONSTRUCRON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONC. BLOCKING ANGLE �6" SIDE SEWER Z CONSTRUC77ON SITE OF TEE AT MAIN OVER 25° M _ � 6 "TEST TEE M ELEVATION y N 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE TO BE INSTALLED $ AND ANY ELATED PERMITS PRIOR TO ANY CONSTRUCTION. ( AT CONNECTION 1' '4 �pJ G 4MORTARLET h PRECAST BASE SECTION h W ® Q ( \C� NOTE: o W ?• h 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE OR CAST IN PLACE N x Z PRECEDENCE OVER ALL 0774ER PLANS MAKE TAP THROUGH CAST IRON Ci N x P� SADDLE SECURED TO SEWER MAIN 6" MIN. 3 o c P� GRE WITH STAINLESS STEEL BANDS w h W 9. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB SITE WHENEVER b W a CONSTRUC77ON IS IN PROGRESS CIO WHEN CONNECTING NEW SIDE -{ I-- 6" MIN. Q� x 25* SEWERS TO EXISTING MAIN. 'a Z 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS— BUILT 29 MIN SLOPE SANITARY MANHOLE TYPICAL DETAIL i o DRAWING OF 174E SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND HORIZONTAL VITR /PIED CLAY, PLAIN do 1NTSI SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED REINFORCED CONCRETE, D1 & O a PROFESSIONAL SURVEYOR. TYPICAL SIDE SEWER Cl PIPE SEWER MAINS ARE TO TYP. SEE SHTS. 15 & 16 ELEVATION BE CORE DRILLED. y w 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 81 INCHES, NOTES — a THOROUGHLY TAMPING EACH LAYER TO 35 PERCENT OF MAXIMUM DENSITY THESE SIDE SEWER SERVICE DETAIL 1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED I PIPE OR TO THE SIDE OF 774E TRENCH. MATERIALS HOT MIX PATCH SHALL BE TYP. SEE SHTS. 15 & 16 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG, BR29 PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. STANDARDS 6. ALL JOINTS SHALL BE GROUTED. s 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 7, SANITARY' SEWER MANHOLES SHALL HAVE ALL INTERIOR ° SURFACES, INCLUDING CHANNELING, COATED (SEALED) 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR 07HERMSE STABILIZED TO WITH A HIGH SOLIDS URETHANE ED EQ GI THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON —S7E EROSION WASSER MC COATING AL OR APPROVED EQUALI AFTER THE COMPLE77ON OF CONSTRUCT /ON. COLOR OF COATING SHALL BE WHITE, 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH cEOTION z —na 3h) nF — THE - aARRE�tT ST-Al TE of WASHINGTON STANDARD SPECIFICA77ONS 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 COMPAC77ON OF REQUIRED " 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 o o A57M D 3034, SDR 35, OR DUCTILE IRON CLASS 50. A Li 17. IN UN— IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAINED AREA, COVER MUST SLOPE IN ALL 2'0 DIRECTIONS TO MATCH PAVING. 0 a � . A 12 "o I — 4 314" a ° 314" SPACES SPACED -314" FIBER JOINT wist 0 *WDE AS INDICATED —HT. 1/8" PACKING m 1/8 BEND 1/8" RAISE -1 of of wasg G BORDER �w 10" �e Z 9" RECOMMENDED - G sa7o FOR APPROVAL ;, t W SrONAL BY DATE 11 --I -�'o PLUG TO BE SEALED IN SAME e71xeS 6/22/07 '—MANNER AS MAIN SEWER JOINTS. BY D A T E BY DATE 7 1 t 04SiTE.DWG PIPE MATERIAL CLEAN -OUT DETAIL BY DATE CAST IRON RING AND COVER AS SPECIFIED. AT R 1-13-17 Z BY DATE �l}: •�35io 4 SCANNED OCT 2 72006 Aa "s- 333,o8 Sam JUN �U 2 ® F':R