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Home My WebLink AboutS-296109V i T ti 3 a la x G F— H— (n 1..1- n n I W F-- O Z _ Z i W CD C) J Fy Q Q W Of V) W Lil m N L LI J S W d � Z Q (n w Z N �O E-4z W Y } Z B o JJW 11 n Z O N_ FOUNDATIONV 1 � I (CLASS A DESIGN! 5 OF PIPE ZONE (CLASS B. C. D. DESIGN/ BEDDING FOR RIGID PIPE ICLASSICLASS F DES /CHI /CN/ BEDDING FOR FLEXIBLE PIPE 7F PIPE ZONE OF PIPE ZONE 1. NOTES., UN /FORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. J. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD 5PECIRCTA77ONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH MOTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE MOTH SHALL BE 1 -112 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO 'BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. + A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS ADOPTED crr, ae a2Rmx far mRa: a /eT acv 01 xd DWG. NAME: BW18C SP PAGE:13077 a-a-07 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. /p I.D. 12" MAX. BY PR zERO [x' A O B 114 0.D. 112 aD. 116 0.D. ZERO 0.0. C J14 0.O. 1/2 0.D. 1/e D.D. 0.D. x 0 + A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS ADOPTED crr, ae a2Rmx far mRa: a /eT acv 01 xd DWG. NAME: BW18C SP PAGE:13077 a-a-07 cm+mm note a ] -21 -91 ReAnd n W s]k a MdW nub 6 X GATE REVISION BY PR PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE 3' TEE WITH 6" SIDE OUTLET PROPERTY LINE FUTURE BUILDING SEWER W INS STENCIL ON SID£ WORDING o SEWER' WITH 3" HIGH BLACK R LETTERS. AND P WIRE *RAPPED AROUND THE STUD AND EXTENDED B" SIDE SEWER AND BUILDING SEWER TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN MTH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE 01 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED CONCRETE /�J a;. i5 i '( OR DUCTILE IRON PIPE. BLOCK /TUG / .,u 2 \ G0� _2R MIN SLOPE_ 6" MIN. 6" SIDE OUTLET TEE \ HORIZONTAL SEWER MAW `SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION � TEE AT MAN OVER 25 ELEVATION STANDARD SIDE SEWER INSTALLATION NOTE (SEWER MAN TO PROPERTY LINE) UNLESS 07HERWSE SHOWN ON PLAN, SIDE ADOPTED SEWER SHALL HAVE A MIN /MUM 25' COVER DRY D, RDRr6R AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 4 sbm.,a yleae IS LOWER. rsr UM: 12/06 10 Emb6 eee.. V Ad DWG. NAME: BR39 SP PAGE:8078 DATE REVISION FD' PR STANDARD SIDE SEWER INSTALLATION NOT TO SCALE 15" CAST IRON RING AND COYER P IPE MATER /AL AS SPECIFIED BY THE ENGINEER -J —112" WEB 8 PL FRAME INON- LOCK /NGl N., RGE. 5 E., W.M. COVER /NON-LOCK /NC/ FOR 518 "-11 N.C. x 1 -114" SS SOC. HD. CAP SCREW (3 RED D.) i -1 4" 23 -1 4" 33 -1 4" 1" SEAT SECT /ON A -A =257 SECT /ON B -B ZZZ� `UNDERSIDE SHOWN FOR CLARITY 314" CORE (TYR) ON 23" B.C. 1 -112" CORE(TYP.) (LOCKING) FRAME /LOCKING! COYER MANHOLE FRAME AND COVER N07ES, 1. FOR NON - LOCKING USE OLYMPIC FOUNDRY ND. MH 30 OR EQUAL ADOPTED 2 FOR LOCKING LID USE OLYMPIC FOUNDRY No MH 30 PIT. OR EQUAL. ® cote o, fmrmx 3 USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER), SANITARY (SPECIFY -SEWER'), OR WATER (SPECIFY "WATER'7. � 1.- 11 rr� Emba REVISION BY pR DWG. NAME: BR29 SP PAGE: 8074 MANHOLE FRAME AND COVER NOT TO SCALE I? �1 SANITARY SEWER CLEANOUT NOT TO SCALE NOTE.. SANITARY SEWER MANHOLES HAVE ALL INTER /OR SURFACES INC BE NH /TE. Checked for mplionce to City Standards Id 1-4 -OA, SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE W500T /APWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS 07HERMSE APPROVED IN WRITING BY THE 7RANSPORTA77ON DIW51ON AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE 7RANSPORTA77ON DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE '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 CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA DON 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 774E CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR 15 SOLELY RESPONSIBLE FOR 714E MEANS METHODS AND SEQUENCES OF CON57RUC7701V 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, DEVELOPMENT SERVICES DIVISION, 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. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 WCHE$ 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 EA757ING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATL/NE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL 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, MAD 198311991 k IVAVD 1988. 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 PROPERTY 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 THE 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 HILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 771E PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASK£TED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S496109 RAPS NOD OOP TEE TO BE INSTALLED MIN /MUM OF 3' BELOW CONE SECTION 2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY J. INSIDE DROP IS ONLY ALLOWED ON EX /SONG MANHOLES. 4. CORE DRILL OPENINGS FOR NEW PIPE. 5. RECHANNEL BASE WITH 3000 PSI CONCRETE HEIGHT OF CHANNELS SHALL BE NO LESS THAN 314 OF PIPE DIAMETERS INSIDE DROP SANITARY MANHOLE DETAIL NOT TO SCALE 02002 TRIAD ASSOCIATES C� /� , S�_ ^('6 /v y' SCANNED MAR 2821103,1 W Z Q Lu cc cc Z u �m A 1� TRIAD ASSOCIATES 1181411581 Ave. NE KrldanE. WA 98034-6923 425.021.8448 425.821.3481 fax 800.488.0766 mil Bee wAw.aie6essoc.com O 2 W y 4 J O h °x DONALD I WLL PE PROJECT MANAGER BRADLEY T. FREEMAN, RS PRWM SURVEYOR MAN! A T UI= RE 9,Tlyi ll :1. 41:I:i � PROM IANDSCAPE ARCBIYECf EBLSI' SOB1117'TAL DATE: n/1 102 SCAM MR: NIA VW.:N /A Z X 3 W V EXPIRES: 4/06/03 STAMP NOT VALID DNLSSS SIGNED AND DAM LOB N0. 00--V22 Sm NO. 330P 44 UA00,12` ;J n X r [x' A O K rd � � m ° x 0 0 m Rp N m ;J