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HomeMy WebLinkAboutS-318732z CL a W a' x s s I� v 0 Q z LjJ 1y W O w z z < Q V) W � O M IE 2 0 F 6 r AI/N. 6 ` ANN. TYPICAL 2" MIN. �NHE 6" MIN. ONE LENGTH OF DUCTILE IRAN "TEE PIPE CLASS 50) TO SOLID 112 PLUG AS DAM T. -`.= = :, BEARING WHEN SPAN IS MORE THAN 4: I f FLEXIBLE ./DINT BACl'CFlLL WI114 COMPACTED MA TER/AL I .. A EC RETED BY 6 MIN. ENGINEER. CEMENT CONCRETE CLASS C POURED IN PLACE 90' BEND ' TYTON U -651 TYPICAL MANHOLE /x -` FOUNDA naV COIVSMUC71ON CONCRETE ENCASED DROP CONNEC TION NOT TO SCALE RAISE -112- ' ,• ORES SPACED - 3 4" TED- HE i 2' _ f PLUG TO BE SEALED IN SAME MANNER AS = _ = =:&J MAIN SEWER "NTS SW 1/4, SE 1/49 SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE DETAIL 5.1.4. 16" 25" AD.VS7NENT (4" MIN.) 12" MAX. I r CANE r • 21 ,.- MOIRTAR JOINTS - 4" MIN. 4" STEPS SHALL ! 6 -1/2"__1 7' MIN. Jar CONCRE -7F RISE OR APPROVED 12" (TYP) a DIMENSION CLASS A CLASS B a (SEE NOTE 6) • Q 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDA 1TON LEVEL 2 HAND TAMP UNDER HAUNCHES A B ,3 COMPACT BEDDING MATER /AL TO 95.5 MAX. DENSITY EXCEPT QIRECTZ Y OVER PIPE. 4 ,Jim, CLASS F A ' ai cy N W LA DER -STD. ALUMINUM r Q HAND TAMP ONL Y "z r.. ZERO ' OR GALVANIZED STEEL MORTAR 1/2 ©.D. BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTA77ONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE � a -- ♦ FILLET w ZI a. CONCRETE SHELF o ' ' r PRECAST BASE SEC71ON OR CAST IN SHELF. 6" MIN. xxx a 6" MIN. N. m SANITARY SEWER MANHOLES SHALL HAVE ......................... . ........................ ......................... ALL INTERIOR SURFACES, INCLUDING CHANNELING, COA TED (SEALED) 117H A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED 4 EQUAL; COLOR OF COA 71NG SHALL BE NH/ 7E: ......................... ......... ......... MANHOLE T YPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG NAME. BR28 SP PAGE. 8071 W (SEE NOTE 4) . ....... ........ ....... ........ r • r TeAr- • • •. •,••••••••1!z , ••,1 „ •••••••,•••, •,••11••••• •• ♦ •• .. • •,•• •• •• •• • •• •se •1•• ......................... .. ....................... SW 1/4, SE 1/49 SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE DETAIL 5.1.4. 16" 25" AD.VS7NENT (4" MIN.) 12" MAX. I r CANE r • 21 ,.- MOIRTAR JOINTS - 4" MIN. 4" STEPS SHALL ! 6 -1/2"__1 7' MIN. Jar CONCRE -7F RISE OR APPROVED 12" (TYP) I,• BEDDING FAR FLEXIBLE PIPE LIMITS OF PIPE ZONE b , a DIMENSION CLASS A CLASS B a (SEE NOTE 6) • Q 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDA 1TON LEVEL 2 HAND TAMP UNDER HAUNCHES A B ,3 COMPACT BEDDING MATER /AL TO 95.5 MAX. DENSITY EXCEPT QIRECTZ Y OVER PIPE. 4 MAX. PIPE S12E - 210 I.D. CLASS F A ' ai cy N W LA DER -STD. ALUMINUM r Q HAND TAMP ONL Y "z r.. ZERO ' OR GALVANIZED STEEL MORTAR 1/2 ©.D. BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTA77ONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE rz -- FILLET w ZI a. CONCRETE SHELF o ' ' r PRECAST BASE SEC71ON OR CAST IN SHELF. 6" MIN. o- o- o- a 6" MIN. N. m SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COA TED (SEALED) 117H A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED 4 EQUAL; COLOR OF COA 71NG SHALL BE NH/ 7E: SANITARY MANHOLE T YPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG NAME. BR28 SP PAGE. 8071 W (SEE NOTE 4) I,• BEDDING FAR FLEXIBLE PIPE LIMITS OF PIPE ZONE b , a DIMENSION CLASS A CLASS B a (SEE NOTE 6) • Q 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDA 1TON LEVEL 2 HAND TAMP UNDER HAUNCHES A B ,3 COMPACT BEDDING MATER /AL TO 95.5 MAX. DENSITY EXCEPT QIRECTZ Y OVER PIPE. 4 C CLASS F A 4" HMI. 114 /.D. 12" MAX. ai cy N W a Q HAND TAMP ONL Y "z r.. ZERO QD. C: ICLA$S B. C, D. DIES/GNJ A SEE "EXCAVA77ON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 1/2 ©.D. BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTA77ONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE rz -- w w ZI ZONE WILL BE 714E ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A >_ a 0 a DIMENSION CLASS A CLASS B 0° CLASS D CLASS F A 4" HMI. 114 /.D. 12" MAX. » + W a Q 1/4 QD. 1/2 Q.D. i/b QD. ZERO QD. C: 3/4 aD. 1/2 ©.D. 1/1! QD. rz -- ZI 0 a 4 n BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 L D. + 18 '. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKF/LLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIF7cA 170NS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MA TER/AL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICA 77ONS FOR THE MA TERIAL SPEC /FICA 77ONS 7 SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICA 7)ON FOR THE MATERIAL SPECInCA 110NS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAIN TAINED. C-4 +� A = 4" MIN. 27" 1. D. AND UNDER O w h 6" MIN. OVER 27" I.D. M PIPE BE z� DDING FOR SA NI TA R Y SE WERS C) �Z O_ NOT TO SCALE CITY OF RENTON DWG. NAME- BW18C 0 V) SP PAGE: 8077 l EW O © Ix E CL 0 cx ho � a h� 4 W Z r- N -- I- --112" WE8 8 PL. ND OR 10" PVC " STEEL CASING NOTE: THE CASNVC PIPE SHALL BE SMOOTH STEEL, BARE PIPE; 0.375 NVCH M4NVIM w WALL n#cn&=Aw cAI/PL Y N17H AST'/ A139. GRADE Cr IMTH A MMAMII N STEEL WELD OF 3K Oa0 PSI: TO SIPPOR T 7HE PFE NVSyDIE THE CASIN& PPE SLIDE'S OR 4 4px4" TREATED 7MMUS W H STANWEW STEEL STRAPS SHALL BE USED 717 MANVTANV VERTICAL AND HORIZONTAL ALIGNMENT. AFTER NYSTALLA710N OF THE PIPE NV THE CAS NO IS COMPLETE; SAMD SHALL BIE 6LONN NVT» CASWIK'• AAV THE ETHOS OF TIRE CASWMG SHALL BE GROUTED, PIPE "SING DETAIL NOT TO SCALE 24"x 6" FRAME AND UP PER DRAWING 8829. :- 4' MIN. TC 12" MAX. 24 7 r 13 4m!-- a 54& rt d 4 r► • n 4 4 • •' 6" NO E&- I. STEPS TO BE 314' 0 DEFORMED BAR GAL VA/WZED SAFETY STEEPS OR EQUAL. 2. STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC71ONS ARE INSTALLED. .1 CASTING TO BE PER DRAWING BR29. 4. MANHOLE .SECTIONS TO BE OF REINFORCED PRECAST CONCRETE: 5. OPEIVING SHOULD BE ON DOWKSIREAM SIDE 6. ALL .JOINTS SHALL BE GROUTED. Z SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COIA 77NG; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COA T7NG SHALL BE *07E TE: a RUBBER GASKETED "NTS SHALL BE IN CONFORMANCE WITH ASTXI C -441 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 1 D. COIIVNEC7101NS TD MANHOLE SHALL BE MADE USING GI''K ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. SAN/TAR Y 54" MANHOLE FL T TOP T YPICAL DETAIL NOT TO SCALE 1 2" x 3" x 318" NON -SKID PATTERN CITY OF RENTON DWC NAME. BR37 SP PAGE: 8072 S"Ti1RY S'1Er /MOffi A� 7f.AI: 1. ALL WORK MA 7MALS SHALL BE IN CONFORMANCE W 7H THE STANDARDS AND SPfaniCAAtWS OF THE C1 TY OF RENTON AND THE LA TEST EDi71ON OF THE NSDOT IAPWA STANDARDS AND SPEaFJCA nONS 2. THE HOURS OF W WK IN THE STREET RIGHT - -OF -WAY SHALL BE LIMITED TO � TRLAD 3 0 ALAI TO 3 . 3 0 PAT ON W E E K D A Y S U A R E S S O T H E R M S E A P P R O V E D IN A S S O C I A T E S MR/71NG BY n i TRANSPORTAITON DOWSION AT 277 -6222. ALL STREET CLOSURES. SPAR 77AL OR F Mi , SHALL BE APEPRO WM BY W 7RANS•0:09 TA VON DIWSI01V 24 HOURS IN ADVANCE THE POLICE` DEPARTMENT. ,FIRE DEPARTMENT. AND 911 SHALL BE NONIED 24 HOURS 92112 1151h Ave. NE IN AD VAJNGE : KiNw dl, WA 98034$923 .3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE '.STANDARD 425.821.8448 SPEanCA TTONS FOR MUNICIPAL PUBLIC MOCKS CONS7RUCT10Nr PREPARED 425.821.3481 fox BY WASHINGTON STATE CHAPTER AMERICAN PUeLOC *MKS ASSOCIAnON, LATEST ED 7700V ('APWA) AM CITY OF RENTON STANDARD SPEO FMA MMIS � '� 07� � Free 4. ALL LOCH 7TOMVS OF EXISTING U71,171ES SHOWV ARE APPROAWA TF AND IT SHALL SE 7HE CONTRACTCaM7''S IQE9PONS0LIT'Y TO WRIFY 714E TRUE AND CORRECT L OCA 71ON SO AS' TO A VOID DAMAGE OR DIST URSANCIE 5. A PRECONSTRVVIOiIN CONFERENCE AND A 24 -HOUR N0710E SMALL BE REQUIRED PRAM 717 STARW NEW C ONSTRUC 17ON IT SINALL BE THE CONTRACTOR'S RESPONSIENUTY 70 SECURE ALL NECESSARY P~rS POWOR TO STARTING CQVSTRUCnC WSa'ECITCW WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSaUTY 70 NOTIFY THE CITY OVS°EC70R 24 HOURS IN ADVANCE OF 9ACl gXLAVG ALL CONSTRUCTION. +Z_` 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF' CONS7RUC?70N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CQNSTRUC 7XW SIZE, 7 IT SHALL @E THE RIESPONSYBQ J TY OF 7W CON TRA C TOIR 701 OBTAIN STREET USE AND ANY On*N RELAW PEWTS PR10R TO ANY CONSTRUCTION. a PLANS APPROVED BY THE CITY OF RENTON, DEVELOp'IMEN T SERW.£'S DIWSION, SI4ALL TAKE PRECEDENCE O ER ALL OTHER PLANS � (� R A COPY OF THESE APPROVED PLANS MUST BE OY THE .W SITE WHENEVER CONSTR C77aY IS TIN PROGRESS �'► 10 THE CON TRAC7OR S,YALL PROW DE THE 0 T OF RENT N WTH AN AS -BALI DRANNVG OF VILE SANITARY SEWER SYSTEM WWCH HAS 9EEN STAMPED AND Q C� SIGNED BY A LICENSED PRQE'ES9►ONAL ENGYNEER OR LICENSED �► w PROFESSIONAL S M?WE'YgR. w 11. BACIKRLL SHALL BE PLACED EQUALLY GOV BOTH 90ES OF THE PIPE IN C� U YLERS Ml T N A LOOSE A 1wERAGE DEPTH OF 6 INCHES. MAXIN/UTAC DEPTH AF 8 INC HEST THORO'JG•!L Y TAMPOW EA CH LA YER 70 95 PERCDV T OF MAXMVtJIM' DETIISITY. M-SE7 COAIPAC7.M LAYERS MUST EXTEND FOR SEE RIPE a DIAMETER ON EACH 570E OF THE PIPE OR 70 714E SIDE OF THE TRENCH. w MAMMALS 70 CQWFLETF THE FKL OVER PIPE SHALL BE THE SAME AS E 12. OPEN C'UT ROAID C�sS►NG,S FOR UnuTY TT,?EIVCIHES C>M11 Ex1ST1NG TRAVEL.EO tu I :t ROAD WA Y SHALL BE SA W 7?4 CRUSHED ROCK AND MECy' lAIWCALL Y � 4 COMPACTED. CUT S /N TO THE EXISTING ASPHALT SHALL BE NEA TUNE CUT W 7H SAW IN A CGIVIINUOUS UNE A MIAOCI ARY MIX PA TCH MUST BE Na PLACED IMANEDIA TEL Y AFTER BACKFILL AND COIN PA C 71OEN A PERMANENT � HOT MIX PA MH SHALL BE PLACED W ZT W 10 DA YS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS,Q 11 DATUM SHALL 9E a TY OF REM ]U1V, MAD 198311991 a MAO 1988 '~ 14. ALL DISTURBED AREAS 574AU BE SEEDED AND MULCHED OR OTHERMISE LIT, STABIL /ZED TO THE SA 7ISI`AC17ON OF THE DEPARTMENT FOR THE qK (� PREVENT ION OF ON -SITE EROSION AFTER THE C OMPLEnON OF CONsnwx170N �. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED/~► FOUNDA 11ON IN ACCORDANCE WTH SECTION 7- Q23(1) OF THE CURRENT STATE OF WAWJVGTOIN STANDARD SPEC10CAnONS FOR ROAD AND BRIDGE CONSTRM770N THIS SHALL. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOIM OR THE TOP OF THE OF THE FOUNDATION' MATERIAL AS HE'LL AS PLACEMENT AND COMPAC nAIV OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 1 NA T .1 NE ETV nRE LENGTH OF THE PIPE W ILL BE !k SUPPOR TED OW A UNIFORML Y DENSE UNYIELDING BASE PPE BEDDING �C MALL BE PEA GRAVEL 6 NNhpHEtiS ABt?VE AND BELOW THE PIPE 16. SANI TAR Y SEWER PIPE SMALL BE POLYVINYL CHL OAVOC (PVC) RUBBER GASKETED A S TM 0 3034, SDR = OR DUCTILE IRAN CUSS 50. 17 IN UNIMPROVED AREASSy ADD I FOOT CONCRETE PAD AROUND RING COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE RNIS WO GRADE. IN PAVED AR'EASr COWER MUST SLOPE IN ALL C DIRECTIONS TO MATCH PA WNG. CAST INTEGRAL ON TOP 26-.V8## PROPERTY LJNE 25-114'a J 24#0 o lot 3' MIN. 6 11 FUTURE _f•' 6" BUILDING SEWER PIPE - 1 _ BUILDING SEWER 1-114 -momm. 23 1 4 or TEE W17H 6 " SIDE OUTLET , J 33--1 4" 2 "x 4" S T�GIa SERVICE MARK R PAINT UPPER PORTION WHITE 1 " SEAT w ANS STENCIL. ON SIDE WOMNG WC TIM A -AA "SE-WER" 19TH 3" HIGH BLACK FRAME -L KMI COVER I'NOH -L OCKNV.�J a LETTERS AND #V MRE MRAPPED .. ,• .. - •• Q «• $ SEWER Ally BINILQNVG SEWER j jJyE TOP OF THE STUD. 1F1�lDED FOR 5/8 -11 N.C. x 1--1/4 .518 3/8" 1 3/8 A � S. S. SOC. HD. CAP SCREW (3 REQ'D.) 1/2" (TY9°) B TYPICAL NON -SKID �� '(y A RN ---- -� -- 2- 112..�� .. 4 Ill T 25 2 60" ALLOWABLE MAX. • 2" RAISED LETTERS AS t UNLESS' OTHERWSE SHOWN ON PLAN, SIDE REQ D. SEE NOTE N0.3 BELOW 1: J. 5 MIX k� FOR CAST IRON PIPE �' •�'' G SERER SHALL NAME A MINIMUM 2.5' COVER CONCRETE •{•• ! OR DUCTILE /ROW PIPE. AT PROPERTY LINE OR 3 -5' LONER THAN UNDERSIDE SHOWN FOR CLARITY BLOCKING �'� i a5 �N 81' THE LONEST HOUSE ELEVATION, MEH /CHEVER 3/4" CORE (TYP.) ON 23" B. C. i��N I�M�' GREBE IS LOMER. L AND TAP 518'o-11 N.C. 1 -112 CORE(TYP.) (LOCKING) G 2� MIN 5L ON 23 8. C. (TYP. 3 PL. ) �HORI ZON /TAL f RAAK (LO NO TES: 6 to MIN. 6"' SIDE OUTLET TEE 1 FOR NON - LOCKING USE OL YMPIC FOUNDRY N MH o. 30 OR EQUAL. I SEWER MAIN SEWER MAIN 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 91T OR EQUAL. J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER), CONCRETE BLOCKNVG ANGLE TYPFCAL AIM f f WMER ELEVATION SANITARY (SPECIFY "SEWER "), OR WA TER (SPECIFY "WA TER"). j2c TEE A T MAMI OVER ZS ELEYA TI ►ON MA HHOL E FRAME A ND COVER DE TA /L S TA NDA RD SIDE SE WER INS TA L L A TlON DE TA /L NOT TO SCALE CITY OF RENTON DWG. NAME. BR29 NOT TO SCALE CTY OF RENTON DdCr NAME: BR39 SP PAGE. 8074 SP PAGE- 0078 x•3/8732 ROLL 2 Q.� A o ' GERALD F. MX K AKP P'BOJM YEA G9 AKW A. MMG M PEGS Piwm SUMMIL AEMCCA PE P9wm Ewlam JE767 PY L. M ASLA Pew= Lu0sc P'B AKE= FWT SUIgM& XTB: 4114104 MIA VW.:NIA 1� Cp N. S ('I OT r_-� 37359 �V f S T 10VAL E EXPIRES; 11/15 M5_ sreR NOT vAID trntESs sIcM AND uetID JOB NO. 0 1 -159 7 AS=CONS UCTED PLANS 3133 (SEE SN£fT f FOR STATEMENT) 5 02005 17t1A0 ASSOCIATES SC+ANNEO MAY 112006 M �r so ca qo �N0 o X NJ BEDDING aASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" HMI. 114 /.D. 12" MAX. » + ZERO a Q 1/4 QD. 1/2 Q.D. i/b QD. ZERO QD. C: 3/4 aD. 1/2 ©.D. 1/1! QD. QD. -- BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 L D. + 18 '. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKF/LLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIF7cA 170NS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MA TER/AL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICA 77ONS FOR THE MA TERIAL SPEC /FICA 77ONS 7 SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICA 7)ON FOR THE MATERIAL SPECInCA 110NS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAIN TAINED. C-4 +� A = 4" MIN. 27" 1. D. AND UNDER O w h 6" MIN. OVER 27" I.D. M PIPE BE z� DDING FOR SA NI TA R Y SE WERS C) �Z O_ NOT TO SCALE CITY OF RENTON DWG. NAME- BW18C 0 V) SP PAGE: 8077 l EW O © Ix E CL 0 cx ho � a h� 4 W Z r- N -- I- --112" WE8 8 PL. ND OR 10" PVC " STEEL CASING NOTE: THE CASNVC PIPE SHALL BE SMOOTH STEEL, BARE PIPE; 0.375 NVCH M4NVIM w WALL n#cn&=Aw cAI/PL Y N17H AST'/ A139. GRADE Cr IMTH A MMAMII N STEEL WELD OF 3K Oa0 PSI: TO SIPPOR T 7HE PFE NVSyDIE THE CASIN& PPE SLIDE'S OR 4 4px4" TREATED 7MMUS W H STANWEW STEEL STRAPS SHALL BE USED 717 MANVTANV VERTICAL AND HORIZONTAL ALIGNMENT. AFTER NYSTALLA710N OF THE PIPE NV THE CAS NO IS COMPLETE; SAMD SHALL BIE 6LONN NVT» CASWIK'• AAV THE ETHOS OF TIRE CASWMG SHALL BE GROUTED, PIPE "SING DETAIL NOT TO SCALE 24"x 6" FRAME AND UP PER DRAWING 8829. :- 4' MIN. TC 12" MAX. 24 7 r 13 4m!-- a 54& rt d 4 r► • n 4 4 • •' 6" NO E&- I. STEPS TO BE 314' 0 DEFORMED BAR GAL VA/WZED SAFETY STEEPS OR EQUAL. 2. STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC71ONS ARE INSTALLED. .1 CASTING TO BE PER DRAWING BR29. 4. MANHOLE .SECTIONS TO BE OF REINFORCED PRECAST CONCRETE: 5. OPEIVING SHOULD BE ON DOWKSIREAM SIDE 6. ALL .JOINTS SHALL BE GROUTED. Z SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COIA 77NG; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COA T7NG SHALL BE *07E TE: a RUBBER GASKETED "NTS SHALL BE IN CONFORMANCE WITH ASTXI C -441 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 1 D. COIIVNEC7101NS TD MANHOLE SHALL BE MADE USING GI''K ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. SAN/TAR Y 54" MANHOLE FL T TOP T YPICAL DETAIL NOT TO SCALE 1 2" x 3" x 318" NON -SKID PATTERN CITY OF RENTON DWC NAME. BR37 SP PAGE: 8072 S"Ti1RY S'1Er /MOffi A� 7f.AI: 1. ALL WORK MA 7MALS SHALL BE IN CONFORMANCE W 7H THE STANDARDS AND SPfaniCAAtWS OF THE C1 TY OF RENTON AND THE LA TEST EDi71ON OF THE NSDOT IAPWA STANDARDS AND SPEaFJCA nONS 2. THE HOURS OF W WK IN THE STREET RIGHT - -OF -WAY SHALL BE LIMITED TO � TRLAD 3 0 ALAI TO 3 . 3 0 PAT ON W E E K D A Y S U A R E S S O T H E R M S E A P P R O V E D IN A S S O C I A T E S MR/71NG BY n i TRANSPORTAITON DOWSION AT 277 -6222. ALL STREET CLOSURES. SPAR 77AL OR F Mi , SHALL BE APEPRO WM BY W 7RANS•0:09 TA VON DIWSI01V 24 HOURS IN ADVANCE THE POLICE` DEPARTMENT. ,FIRE DEPARTMENT. AND 911 SHALL BE NONIED 24 HOURS 92112 1151h Ave. NE IN AD VAJNGE : KiNw dl, WA 98034$923 .3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE '.STANDARD 425.821.8448 SPEanCA TTONS FOR MUNICIPAL PUBLIC MOCKS CONS7RUCT10Nr PREPARED 425.821.3481 fox BY WASHINGTON STATE CHAPTER AMERICAN PUeLOC *MKS ASSOCIAnON, LATEST ED 7700V ('APWA) AM CITY OF RENTON STANDARD SPEO FMA MMIS � '� 07� � Free 4. ALL LOCH 7TOMVS OF EXISTING U71,171ES SHOWV ARE APPROAWA TF AND IT SHALL SE 7HE CONTRACTCaM7''S IQE9PONS0LIT'Y TO WRIFY 714E TRUE AND CORRECT L OCA 71ON SO AS' TO A VOID DAMAGE OR DIST URSANCIE 5. A PRECONSTRVVIOiIN CONFERENCE AND A 24 -HOUR N0710E SMALL BE REQUIRED PRAM 717 STARW NEW C ONSTRUC 17ON IT SINALL BE THE CONTRACTOR'S RESPONSIENUTY 70 SECURE ALL NECESSARY P~rS POWOR TO STARTING CQVSTRUCnC WSa'ECITCW WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSaUTY 70 NOTIFY THE CITY OVS°EC70R 24 HOURS IN ADVANCE OF 9ACl gXLAVG ALL CONSTRUCTION. +Z_` 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF' CONS7RUC?70N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CQNSTRUC 7XW SIZE, 7 IT SHALL @E THE RIESPONSYBQ J TY OF 7W CON TRA C TOIR 701 OBTAIN STREET USE AND ANY On*N RELAW PEWTS PR10R TO ANY CONSTRUCTION. a PLANS APPROVED BY THE CITY OF RENTON, DEVELOp'IMEN T SERW.£'S DIWSION, SI4ALL TAKE PRECEDENCE O ER ALL OTHER PLANS � (� R A COPY OF THESE APPROVED PLANS MUST BE OY THE .W SITE WHENEVER CONSTR C77aY IS TIN PROGRESS �'► 10 THE CON TRAC7OR S,YALL PROW DE THE 0 T OF RENT N WTH AN AS -BALI DRANNVG OF VILE SANITARY SEWER SYSTEM WWCH HAS 9EEN STAMPED AND Q C� SIGNED BY A LICENSED PRQE'ES9►ONAL ENGYNEER OR LICENSED �► w PROFESSIONAL S M?WE'YgR. w 11. BACIKRLL SHALL BE PLACED EQUALLY GOV BOTH 90ES OF THE PIPE IN C� U YLERS Ml T N A LOOSE A 1wERAGE DEPTH OF 6 INCHES. MAXIN/UTAC DEPTH AF 8 INC HEST THORO'JG•!L Y TAMPOW EA CH LA YER 70 95 PERCDV T OF MAXMVtJIM' DETIISITY. M-SE7 COAIPAC7.M LAYERS MUST EXTEND FOR SEE RIPE a DIAMETER ON EACH 570E OF THE PIPE OR 70 714E SIDE OF THE TRENCH. w MAMMALS 70 CQWFLETF THE FKL OVER PIPE SHALL BE THE SAME AS E 12. OPEN C'UT ROAID C�sS►NG,S FOR UnuTY TT,?EIVCIHES C>M11 Ex1ST1NG TRAVEL.EO tu I :t ROAD WA Y SHALL BE SA W 7?4 CRUSHED ROCK AND MECy' lAIWCALL Y � 4 COMPACTED. CUT S /N TO THE EXISTING ASPHALT SHALL BE NEA TUNE CUT W 7H SAW IN A CGIVIINUOUS UNE A MIAOCI ARY MIX PA TCH MUST BE Na PLACED IMANEDIA TEL Y AFTER BACKFILL AND COIN PA C 71OEN A PERMANENT � HOT MIX PA MH SHALL BE PLACED W ZT W 10 DA YS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS,Q 11 DATUM SHALL 9E a TY OF REM ]U1V, MAD 198311991 a MAO 1988 '~ 14. ALL DISTURBED AREAS 574AU BE SEEDED AND MULCHED OR OTHERMISE LIT, STABIL /ZED TO THE SA 7ISI`AC17ON OF THE DEPARTMENT FOR THE qK (� PREVENT ION OF ON -SITE EROSION AFTER THE C OMPLEnON OF CONsnwx170N �. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED/~► FOUNDA 11ON IN ACCORDANCE WTH SECTION 7- Q23(1) OF THE CURRENT STATE OF WAWJVGTOIN STANDARD SPEC10CAnONS FOR ROAD AND BRIDGE CONSTRM770N THIS SHALL. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOIM OR THE TOP OF THE OF THE FOUNDATION' MATERIAL AS HE'LL AS PLACEMENT AND COMPAC nAIV OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 1 NA T .1 NE ETV nRE LENGTH OF THE PIPE W ILL BE !k SUPPOR TED OW A UNIFORML Y DENSE UNYIELDING BASE PPE BEDDING �C MALL BE PEA GRAVEL 6 NNhpHEtiS ABt?VE AND BELOW THE PIPE 16. SANI TAR Y SEWER PIPE SMALL BE POLYVINYL CHL OAVOC (PVC) RUBBER GASKETED A S TM 0 3034, SDR = OR DUCTILE IRAN CUSS 50. 17 IN UNIMPROVED AREASSy ADD I FOOT CONCRETE PAD AROUND RING COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE RNIS WO GRADE. IN PAVED AR'EASr COWER MUST SLOPE IN ALL C DIRECTIONS TO MATCH PA WNG. CAST INTEGRAL ON TOP 26-.V8## PROPERTY LJNE 25-114'a J 24#0 o lot 3' MIN. 6 11 FUTURE _f•' 6" BUILDING SEWER PIPE - 1 _ BUILDING SEWER 1-114 -momm. 23 1 4 or TEE W17H 6 " SIDE OUTLET , J 33--1 4" 2 "x 4" S T�GIa SERVICE MARK R PAINT UPPER PORTION WHITE 1 " SEAT w ANS STENCIL. ON SIDE WOMNG WC TIM A -AA "SE-WER" 19TH 3" HIGH BLACK FRAME -L KMI COVER I'NOH -L OCKNV.�J a LETTERS AND #V MRE MRAPPED .. ,• .. - •• Q «• $ SEWER Ally BINILQNVG SEWER j jJyE TOP OF THE STUD. 1F1�lDED FOR 5/8 -11 N.C. x 1--1/4 .518 3/8" 1 3/8 A � S. S. SOC. HD. CAP SCREW (3 REQ'D.) 1/2" (TY9°) B TYPICAL NON -SKID �� '(y A RN ---- -� -- 2- 112..�� .. 4 Ill T 25 2 60" ALLOWABLE MAX. • 2" RAISED LETTERS AS t UNLESS' OTHERWSE SHOWN ON PLAN, SIDE REQ D. SEE NOTE N0.3 BELOW 1: J. 5 MIX k� FOR CAST IRON PIPE �' •�'' G SERER SHALL NAME A MINIMUM 2.5' COVER CONCRETE •{•• ! OR DUCTILE /ROW PIPE. AT PROPERTY LINE OR 3 -5' LONER THAN UNDERSIDE SHOWN FOR CLARITY BLOCKING �'� i a5 �N 81' THE LONEST HOUSE ELEVATION, MEH /CHEVER 3/4" CORE (TYP.) ON 23" B. C. i��N I�M�' GREBE IS LOMER. L AND TAP 518'o-11 N.C. 1 -112 CORE(TYP.) (LOCKING) G 2� MIN 5L ON 23 8. C. (TYP. 3 PL. ) �HORI ZON /TAL f RAAK (LO NO TES: 6 to MIN. 6"' SIDE OUTLET TEE 1 FOR NON - LOCKING USE OL YMPIC FOUNDRY N MH o. 30 OR EQUAL. I SEWER MAIN SEWER MAIN 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 91T OR EQUAL. J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER), CONCRETE BLOCKNVG ANGLE TYPFCAL AIM f f WMER ELEVATION SANITARY (SPECIFY "SEWER "), OR WA TER (SPECIFY "WA TER"). j2c TEE A T MAMI OVER ZS ELEYA TI ►ON MA HHOL E FRAME A ND COVER DE TA /L S TA NDA RD SIDE SE WER INS TA L L A TlON DE TA /L NOT TO SCALE CITY OF RENTON DWG. NAME. BR29 NOT TO SCALE CTY OF RENTON DdCr NAME: BR39 SP PAGE. 8074 SP PAGE- 0078 x•3/8732 ROLL 2 Q.� A o ' GERALD F. MX K AKP P'BOJM YEA G9 AKW A. MMG M PEGS Piwm SUMMIL AEMCCA PE P9wm Ewlam JE767 PY L. M ASLA Pew= Lu0sc P'B AKE= FWT SUIgM& XTB: 4114104 MIA VW.:NIA 1� Cp N. S ('I OT r_-� 37359 �V f S T 10VAL E EXPIRES; 11/15 M5_ sreR NOT vAID trntESs sIcM AND uetID JOB NO. 0 1 -159 7 AS=CONS UCTED PLANS 3133 (SEE SN£fT f FOR STATEMENT) 5 02005 17t1A0 ASSOCIATES SC+ANNEO MAY 112006 M �r so ca qo �N0 o X NJ