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Home My WebLink AboutS-339204F— i (r7 U-) U n z i 3 N M M c � o N i � o 1 C m a fi "' /-4" MEN. g 2" 19Z 1/2 PLUG AS DAMN ! --)- Of Li d. O _Z Of E% ®O a E- E- w� g I-� I z v / r r Z rL 11 t<, S O I CL a a w inQ 0 3 0 n N 0 Z °s N of4 � pN o o` ry0 cQ Z G E LENGnI OF ONCOLE ION T' 50) TO SOLID AIRING NffN SPAN MORE THAN 4" LEX&.E JOW-F AS DIRECTED BY AWL E7k"-AIEA CLASS C POLIRED IN PLACE nAGU MANf4OE / I FOU.NOR7XW CONSTRUCTION CONCRETE ENCASED DROP CONNECTION NOT 7n SCALE 3 4" SQUARES SPACED - J14- AS RAWA7ED - HT a 0 00000 0130 000 j 8 RAISE 1 a� 1" WOE BORDER !--T" Z'OJ 10" F B7i .E7A1T PACKING BEND a5" �a 6 CAST M M fnW AM COVER PIPE MA7£taAL AS 9'E[FID BY TFE E7VOPffETt ii�� 4, SE 114, SECTION 10, SANITARY SEWER CLEANOUT DETAIL NOT 70 SCALE CITY RF RENTON DWG NAME BW788 SP PAGE- 9076 IT SAN . SANITARY SEVER MANHOLES SHALL HAVE ALL SN7£RIOR SURFACES INCLUDING CHANNELING, COATED (SEALED) WIN A HIGH SOLIDS URETHANE COADNa WASSER MC- CONSFAL OR APPROVED EO/AL; COLOR OF COATING SHALL BE VH /7E: SANITARY MANHOLE TYPICAL DETAIL NOT TD SCALE CITY OF RENTON DWG. NAME' BR28 SP PAGE- B071 W SEE N07E 4 W SEE NOTE 4 LUUM OF PIPE ZONE BAOfffiL MA7F78A1 LM775 OF PIPE ZONE SEE N07E 5 " Ifi T• CONCRETE CLASS C (SEE NOTE 8) �C BEDDING MATERIAL APE B FOI111DA710WI N . e i 8 FO/NDA BON LEVEL :]A (GLASS A DESwAFI iq W SEE NOTE 4 /CLA DESIGN/ SS F LIMITS OF PIPE ZONE BIDDING FOR R EMMB'E PIPE BACIFAl 1� (AlE1R/AL (SfE NOTE 5J 6„ HEDDNG MAiE18AL FOR RIG% PPE LC - t1-r N "ZE 1. PROVIDE UNIFORM SUPPORT UNDER BARRET- FOUNDATION LEAZL / 1^ �B 2 HAND TAMP UNDER HAUNCHES J. COMPACT BIDDING MATERIAL TO 955 MAX DENSITY EXCEPT DIRECTLY OVER PIPE J. HAND TAMP ONLY. /CLASS $ C. D, DESIGN/ BEA(bNG FOR RGV PIPE 4. SEE EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION nc TNF srAN�ean sPFCtTrrenllNS F7 71?f -WM WDTH 'W" AND TRENCHING OPTIONS THE PIPE ZONE NLL BE THE ACTUAL 7RENC14 WIDTH, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18 ". fir' !LASS D£SM 5 TRENCH BACKFILL SNALL CaVFOPM 70 B400ILUNG SEVER TRENCHES" IN THE lXdifTN9Oli A B C D lXAASS F 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 A r rt I14 an BACKFILL MATERIAL 6. SEE BEDDING MATERIAL FOR RIGID APE' IN THE AGGREG47E3 SECTION OF THE STANDARD SPEaRCA DONS FOR THE MA IERIAL SP£CYFICA DONS B 114 as 1,& as 1A1 as 2EW as 7. SEE BEDDING MATERIAL FOR FLE79BLE APE:" IN THE AGGREGATES SECTION OF STANDARD SP£CIRCA 77ON FOR THE MA7EMAL SPECIFICATIONS C a14 as 112 as 1,2 as as — 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS � A = 4" INN. 17'" I.D. AND UNDER 6" AMV. OVER 27" LD. MAINTAINED. PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CITY OF RENTON DWG. NAME BW78C SP PAGE.' 8077 • s FUTURE 6" BUEEDING SEWER PIPE i BUILDING SEWER TEE WITH 6" SIDE OUTLET ofSESIER" VOW 3" tet7l BLACK LETTERS AND J6 MIRE WRAPPED B" SQE SEMM AND BQI EIM SEWER AROUND THE STUD AND E711ENDED TD TFE TOP OF ST THE STUD. UNLESS ODERWSc' APPROVED BY THE CJTY, MAKE TAP TF820UGF/ CAST IRON SADDLE SELCIAED DI SEVER MAIN NIH ST Ap12ESS STEEL BANGS WOW COPOWEC71W NEW SUE SEVERS 70 EXISTING MAIN NTWAEV CLAY PLAIN AND REHIECRCED CONGREI& 01 PIPE AND CI APE 50IER MANS ARE TO BE COPE OAXLEO NOM 60- ALLOWABLE FOR CASE Ir"'O�t PEE S UNLESS O7HERMSE SHONN ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 25' COVER COFICRME7XF / OR DUCTILE IRON APE £ A AT PROPERTY LINE OR 3-5' LOVER THAN BLO THE LOMEST HOUSE ELEVADIXV, WHICHEVER /S LONER 2Z AVIV SLOPE 6 �6" SIDE OUTLET TEE — HOR2av7AL -- 6" MIN SEVER MAIN �SEi/ER I!l,61( CONCRETE BLOCI&IG ANGLE TYPICAL SWE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATKNN STANDARD SIDE SEWER INSTALLATION DETAIL NOT TO SCALE CITY OF R£N701N DVG- NAME BR39 SP PAC£ 8078 —'r 112" NEE 8 PL. fCAST 0 PATIMM 26 -3RAL ON TDP 25 -1 4" 1 -1/4" 23 -1 4" 33-1 4" 1" SEAT SECTION A -A FRAME (NON-LO CK/NGI COYER /NOEL LOCIMG/ FOR 5/B =11 NG x 1 -)/4" 5 /B" 3/B° 1 -3/8" A SS SOG HD. CAP SCREW (3 REgb.) 8 TYPICAL NON -ST00 �112" (T>P) PATTERN i(TYP) A SECTION B-B 2" RAISED LETTERS AS REQD. SEE NOTE Na3 BELOW UNDERSIDE SHOWN FOR CLARITY 314" CORE (TIP.) ON 23" B.C. ORlLL AND TAF 5 =11 N.G 1 -112" COR£(7YP.) (LOCKING) ON 2 BUG TIP. 3 PL) N07ES;_ FRAME (LOCK /NCl/ COYER L FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL 2 FOR LOCING LID USE OLYMPIC FOUNDRY Na MH 30 D�7' OR EOUAL 3 USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN' ON COVER), SANITARY (SPECIFY -SEVER-), OR WATER (SPECIFY " wATER'). MANHOLE FRAME AND COVER DETAIL NOT TO SCALE CITY OF RENTON DWG NAME.• BR29 SP PAGE 8074 F-IN .�'` v.,�arAoy gLtca NDT� A� mca�lcrnans 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W 774 THE STANDARDS AMC' SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIF7C477ONS 2 THE HOURS OF WORK IN THE STREET RIGHT- OF-WAY SHALL BE LIMITED TO &30 AM TO 330 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE 7RANSPORTA7701V DIVISION AT 277 -6212 ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE TRANSPORTARON DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE N077RED 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 SPECIRCARONS 4. ALL LOCATIONS OF EX7577NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECOIVSTRUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHID BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE C0N77?ACT0RS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTTERS ON THE CONSTRUCTION 517E 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERM17S 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 577E WHENEVER CONSTRUCTION IS IN PROGRESS 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT GRAVING OF THE SANITARY SEWER SYSTEM *RICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKTILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEP774 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 7HE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS77NO TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT RITH SAW IN A CONnNUOUS 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 13 DATUM SHALL BE CITY OF RENTON, NAD 198311991 & NAND 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED 70 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. ON. THIS SHALL INCLUDE NECESSARY 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'VILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING. BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, STIR 35, OR DUC77LE 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 ZE ZE z J w TRLkD ASSOCIATES 72752 t156tbs.t� Ri1d�d.WA98034 -� A25.827.84A8 425ffi1.3481 fine 000-488IFT66 bm�5ee av�w.k`�ocsan d i. Z 2 vJ w pWp� �J i cc rQrw v, � 33204 Checked for Compliance to City Standards e/ 7/�3� l,77 02007 TRIAD ASSOCIATE n D i i W 4 gx ® 0 J cc Lu O Ix W V FRO SUBMITTAL DATE: 3 11107 SCALE: HOML:NTS VW.N7S C a A B I9'f8a�91��. ZONAL �(0 EXPIRES 1Vt5EXPIRES %� ki O ti U STAMP NOT VALID UNLESS SIGNED AVID DATED 1013 NO. 04-257 SH66T NO. 4OF J g C p =S 3 12p4 CIAINA" Wt"?V