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HomeMy WebLinkAboutzS-3274SetP X c ti K O� O OQ ti 0,0 W �Z C:) z 48 11 a o A �� A f �l t Ln a IF NW 4 & SW 4 SEC. 10 TWP. 23 N, ROE. 5E... W.M. SEMER SERWCE F&? LOT 1 MILL BE = :r. i bFV WED P/r PLANS Fa? 01V. 5 - SSMH W r • . MY, 48-0 PROPO.Sf V F'f fl1,a�- „A,rrIRY” f'/,� • STA. 1*01, O' RT. W OrTWO0113 9/14,5I(i V ,? WD& ` SID. Mw, 48'r ? ;' abS1WC770V) STA. 1f81, 5' RT. ADAUST EXIST. SM Wt 48 it SANITARY _VNM R1'AI �sr. s , 177 EL£V. X7195 + i ii o _--- ---- -_ Nv �o STA. 4f34 6' RT. IJAF 8 w SAN. SAW.. &N" a �-_ Ccwsnwxnav ZE NEvQWW LAME OVY 3 EMW PLANS 8r t i _ 6" _W SEMER fiTP GY14L MAW pVtG; X71 ° D1ETAILS (M). SE£ -- µ E 0)N ST STA 24,09.85 80a#AA/ A W ! 1 ! • t , _ 1p its VZ _. WNW r. F , .. .. - . .. r .1 - ,.•,may. - .. .,..,.,,,,,,r• ,✓ i 12OLF 877W ? ; i "V f : r 8 M SEM£R UNDER 66 sra 6t r _.>.... - -i Rfww our co; LANE DYV ,� ENI,)i' PLANS c m*Tr ro l�Rf ; I�riN, R r� i�l..,� EXIST 8 PW .SEMER rt � ,rrav s �FWI Dll / ANA ` - 15 CITY .SEMfR ! t OF RENTAW ESll/ T , Q _ I _ hr / j ''• .. I: i 111' .. : o� ..,. _ . .... _�... r.- »..__.._.._....... ,.._.. 1p I t�ralc „ SCALE. 1 40 .9901E SEMER PER DlETA/LS • ti -- .... SEE SWEET C5.31 /AhW. ?x 1 .. 1 1 E o 20 40 e0 1 i 1 lf ALI SL GPE) `7r' &T XTA#, Sir 4 fF X51.11 m �� '� - • Ck wV •off` . v 00 to Nz L.. co ° b �, v� �b b no w aD ob Qo 1 -3 NAFIOTHSTREET PROFILE HA4 /Z. SCALE.' 1 "_ 40' ktrRr SCALE: 1*w 5' 1477 1 NE 2ft P'1oco Suit* 101 r.M.vw, wooNnow 98007 425.885.7077 Fox 425.885.7963 DESIGN ENGINEERING - PLANNING• SURVEYING SA N1 TA R Y SE WER PRORL E a►� .cq► a»x � � I SCAMnEO MAY 112006 s • 32 7w cxol i + r I .I It q W w W Q a 4 W � v lot t Ln a IF NW 4 & SW 4 SEC. 10 TWP. 23 N, ROE. 5E... W.M. SEMER SERWCE F&? LOT 1 MILL BE = :r. i bFV WED P/r PLANS Fa? 01V. 5 - SSMH W r • . MY, 48-0 PROPO.Sf V F'f fl1,a�- „A,rrIRY” f'/,� • STA. 1*01, O' RT. W OrTWO0113 9/14,5I(i V ,? WD& ` SID. Mw, 48'r ? ;' abS1WC770V) STA. 1f81, 5' RT. ADAUST EXIST. SM Wt 48 it SANITARY _VNM R1'AI �sr. s , 177 EL£V. X7195 + i ii o _--- ---- -_ Nv �o STA. 4f34 6' RT. IJAF 8 w SAN. SAW.. &N" a �-_ Ccwsnwxnav ZE NEvQWW LAME OVY 3 EMW PLANS 8r t i _ 6" _W SEMER fiTP GY14L MAW pVtG; X71 ° D1ETAILS (M). SE£ -- µ E 0)N ST STA 24,09.85 80a#AA/ A W ! 1 ! • t , _ 1p its VZ _. WNW r. F , .. .. - . .. r .1 - ,.•,may. - .. .,..,.,,,,,,r• ,✓ i 12OLF 877W ? ; i "V f : r 8 M SEM£R UNDER 66 sra 6t r _.>.... - -i Rfww our co; LANE DYV ,� ENI,)i' PLANS c m*Tr ro l�Rf ; I�riN, R r� i�l..,� EXIST 8 PW .SEMER rt � ,rrav s �FWI Dll / ANA ` - 15 CITY .SEMfR ! t OF RENTAW ESll/ T , Q _ I _ hr / j ''• .. I: i 111' .. : o� ..,. _ . .... _�... r.- »..__.._.._....... ,.._.. 1p I t�ralc „ SCALE. 1 40 .9901E SEMER PER DlETA/LS • ti -- .... SEE SWEET C5.31 /AhW. ?x 1 .. 1 1 E o 20 40 e0 1 i 1 lf ALI SL GPE) `7r' &T XTA#, Sir 4 fF X51.11 m �� '� - • Ck wV •off` . v 00 to Nz L.. co ° b �, v� �b b no w aD ob Qo 1 -3 NAFIOTHSTREET PROFILE HA4 /Z. SCALE.' 1 "_ 40' ktrRr SCALE: 1*w 5' 1477 1 NE 2ft P'1oco Suit* 101 r.M.vw, wooNnow 98007 425.885.7077 Fox 425.885.7963 DESIGN ENGINEERING - PLANNING• SURVEYING SA N1 TA R Y SE WER PRORL E a►� .cq► a»x � � I SCAMnEO MAY 112006 s • 32 7w cxol i + r I .I It q E� .4 c sAN /TARYSEWER NOTES 1. ALL M W MA7FRIALS S hALL BE /N C6WFARMA 06 WITH 7l/E STAAVAROS AAV .A°ELfICA RNS Or THE Cl Ar RE`N7?�+V ualrr DEPARmwr AND 7W£ LA IFST £DYIIGW or Pc mor/APMM STAR gwms AAA SY'E'C7iwA naS 2. 7w Hows ar opw IV THE swr fiver - -Ar-w r ,SHALL BF L/Ml7FD ro 8•.3o AM ro I.jo PfM AV NEFKDA r5 UNLESS OMRN Z AAc7RowD NV m lmG BY 7w otpARTMENT of- PaAC MG141YS AT 415 -4M -7200 ALL S71FFE7 ao5ufir. ; PARTIAL AR fNI, wAu BLr APpOpwD BY Af DEPARimar Qr PmAC Nt,ws 24 Rows NV ADVANCLE no- Pla/ar AEPARTiWNT, fW DEPARWK AAA 911 MAIL bF NOW" 24 ~S NV ADVWLY 3 ALL C12VS7RUC710V 9YALL Blr NV ACCORDANCE WAY 'STAAVARD SPLrMCA 7 WS FAR MUf!b MAL PUZIC WtWS a1VS71PY/Cim" PwPARED BY m wAsmg rav STATE a/APTm Ai111wAN Amr MCWS ASSOaA7XW (APWA LA7£ST EDY77AV AN PC arr Or RfW r0V STAAVARD S°ED"CA IIaS � 4 VERIFY 1J�E S AMp SUING U11L /T1lrS SWDMN ARE' AP 9NATF Aw IT SYIAu car Iw Ci'3VIRAcrow2; RE.SP(,11/S76f1/TY cowcr LACA76W SO AS )10 A WX DAMA&F GYP DYSIZMANCF "'�►1 5 A PfRE - CCWS7RUCIXW G1 WERENa r AND A 24 HOW N07la- 9YALL BF RE'OIUY?LrD PI4146YP 110 STARING AgEw CWS71PCJCMV. /T SHALL bF 7hf COWTRACTW S AFSOONSiPUTY 10 graw ALL wC swr PLmovTs PR1►OMP' TO STAR77NG COwS7RRUCIM. SPFC&NV WKL W ACCOAR19WD BY A RlrWM WTA71W OF 7w arY Ar RiN716W). /T ShALL HE TH£ COW'1RACTt'aR S /TY 110 NOWY nW UTILITY DEPHRMWT 24 ~S NV AOVANOF Or BAO"WMIG ALL COVS7JPC1 RN.. 6 awnP aw Is saa r firgm w E- FAR Tw AcANS ArIHADS AN 560WA rS 67 COWS7RUC776V ANb f THE rr SAFETY 6F NMRS AAV 077M RS ASV IW aNSfflW QV Sy7F 7 IT SJ'IALL fiF fiw ff3FmSw1rY Ar AME aw7RACTCYP To GBrANV S7REET uv mg ANY o77 R AYZA7FD PEWITS PAyo? ro ANY COWSTRwnav a PLANS APpRowv BY #c arr or mNr6 V Pm1c W 2ws "Anww ,wAa TAKE AWO,lrOf ET OWR ALL OMR ' PLANS 9 A C6PY Ar IHE'S F APPROW D PLANS WST BE QV W ".97E 1F WIW1VtE"V£J'P COW517RlUIC7lGW IS NV PfRWESS: 10 )w awlRAcaw SMALL Py omw Its aTr ar RENAN W& AN AS -fiM r XANPVG Or AW SAAfIARr &rKR Srsffm y wow HAS &TN STAAm BY A L /QMED P14gR1r.SS OM EhOKE R 6P L/GLR7VKD fM75VOW ,SWlfnX 11. BACV(f7LL 9YALL BLt" PLAa D EGK/ALL Y AV 8011! svfs Gir IW AW NV LAYERS WIH A 4010&r A VE7P A Qr DEP1N Ar 6 NV w.% MAXAKm DEPTH or 8 mow-4 #AmAgw r rA %w EAQY LA" Tt7 93s or MAbNIIAI/ DE .9rr. 7wz COWACTED LA MFRS MUST EXMW f OW Pfd` WAFTER AV EAQY SW or 7W AW ON ro IW SW of- 7W 11PENQ'1. MA M-MALS 10 CIQIIP lfIF AW fILL 0 WR nW APE SY/ALL BE W ,SAW AS UESOWD. 12 O1cFN a1r RO1AO MS9WGS fOIR U77L/7Y TRIENQYES CW £XISMG 7RA&GO RMDWAY SHALL bF BAWILLED NITH QRUSH£D ROOT AAV AIEQYAN/CALL Y CYAWACED. CWN NV IV &ISANG A9%AL T 9YALL BE ACA 1ZAf CUT 017H A SAW NV A C1GwTlN WS LA F A 1F ptwARY COW AIIX AATCYI AAUST or PLAaD AMIICM 7R r Af7M BAQrfKL AA(O MWACTILVV. A PmAA"r HOT Aa PAT07Y SiyALL W PYAaLrD N f7MW 10 DAYS AA49 SY/ALL or PLcR Qwmwr arr or R wav STAMDAAVS IJ DA AN SY/ALL ELF arr ar RIEJ m, NA VD 19bi9 (Aron) AAID NAD 19Mu%1991 (Arius) © 14 ALL DYSIZIRMD AREAS SHALL BE SEEDED AND MULCOED GYP' OTWRIM.W STAMIZO TO nW SAfl.WACTIGW Ar THE DE7°AR7ii11 NT FOR 1N£ H4L W-NTIGW 6r av yir ERCISI'G V AF7FR PC CAWILET7tW Of- CtXSTRUC7XW. 15 ALL PIPE" AND APPURMNANX5 -WALL BE LAND AV A PRIGPERf! r PfREPARED fWWA770V NV ACIGDANLr W7H 2 -CI76W 7- 0 ?..7(1) Or 7HE aA�PI iNr STA1F A�' MH,�7yiNVG1L"W STAAA7ARl7 SJ°lE'CYf7CATlGWS FcR Rw Am EA'4f� ar ca ST1pIUC1TGW. THIS SHALL #Va-WE N£CLrS'SARY LEVFLNVG Ole" IW TRENCH 80 MW A4 THE' T6P Or M FOLMA70V MA ffMAL AS NEIL AS PYACZrWNT AND CAWAMN Or Rfl U/RE'D EK"D %W MA ffMAL Its LWOW 6RADC So THAT 7NE EA lff LENG7H OF PIPE NKL BF SU 9% RTED GW A IhV#Z f k Y DIENSF LNV Y ZLVNG BASE PPF bM.r O 9YALL 9F PEA VA If z 6" ABOVE AND Nz ow Tw W. i 16. SAN /TARP SEVER Phcf- SHALL BE POL YNNYL QYLGWIgGiE (PVC) 8111 74 GA,9r'£TFD AS71I/ D .3034, OR ,35, C9AQ AR DUCTILE IRM aASS 50 SAANTARr zwR fo?cr MAW TO aF CEA14WT WD DWME I M Pff CaINrOfiIM/NG M LATEST RfWV V Or AWA C110 & Clll, iH/l irss a. 52 17 1N UNIMPROVfD AREAS; MANHOLE M EXTEND A MNWMUM Ar 6" AND A MAXMOW 6F 18" ABOVE R K.WED QRAOC IN PA WD ARfEA.S C1OW R MUST 51 OT NV ALL DhWC71OVS 70 MA 7D/ PA MG. 18 ALL SAN /TARY .QrwR /MPROVEA/ENN wLL bf CCWSIIPUCIFD NV ACWWANLr W7H THE-T APMOWD PLANS. ANY DEW 77CW FYOV THESE PLANS NKL RFQIUI1W APPROVAL SAL fRO V NE OOWR, ENM1R ANO APPRWRIA7F PWIC AGE7VaES 19. L OCA 776VS OF ROAD WA M BUKDNVGS AAO PARING AREAS SHOWN HERE 12V ARF AP!°ROXIII /A TE FOR 01MIENVaVED © IOCATIGWS Or TMESF' /MPfROWMENN ff?TR 70 THE ARGYWIWIZIRAL 97E PLAN. MDROIEAIIENT AAV SIRUCRAW IOCATKWS SHALL BE f7&D SE7 Br IW ENQWR AS Rf"Ot YPED. 20 ALL MANMES SMALL BE PER THE arY Ar REN76W STANDARDS AND SY'COMA 77AVS ALL MANHOLES SWALL HAW A M/NAWUM 0.10 FOOT 70 MAAWW 1.0 FOOT DR00 brnuN NVVFRT NV AND INVERT OIUT. ALL MANHOLE CODERS 9YALL BE ADWS7ED M f7N9Y QRADE PAW 710 RTNAL PA WC OYP LANDSL aNG 21. ALL 7RENOY BAQSRU MALL BE CAl/PACTED TO AT LEAST 95x (r THE M4,VMMV DRY UEV577Y PER A57M D- 1557 -70 (MCL7Yf7£D PiR101Cm FCYP THE f7YPST 7N we fzT7 Aaow 1H£ PYPE. TH£ Rf WAINNG BACKfKL MA Y B£ 70 .90Z /F Nor NV AN AREA Ar f 11W PA "ENT AP SnWIC7URAL FIL. 7RENyY BACKf7LL AM COVPAC77 W 9YALL Mr Cl'aMOLVFD PAVER TO 7TSING LANES FAR L£AKAQ: 22 ALL SAW SEWERS 9YALL BE A ANNAVUM 6" GYAMEI& AND HA VF A &VAMMV SL 091- OF 2 OX HROffRTY OT CORNERS AND /CR 8// &W LOCA77CWS AAV f7N/9Y GRADIES MAIL &r ESTAM19YtV IN THE FIELD POO? M ANY ,QrME'R C6W5MVCn0V S101E` S££NER 7FE STATIONS ARE !t'EfFR #arO MOW THE WEARIEST DOWSIREAM MANHOLE. THE COV7RAVO P ,SMALL MA/NTA/V ACCURATE AS-&K T RMWOS 6F ALL 9VF SEWR LOCO 77aVS AU JO -WNERS SHALL BE 7FSTED A T m TIME" Ar MANN LAME IE'S7AVG. PIPE' MA IMIAL SHALL 8E C9W FAR OIEPTHS OVER 15' W a 2.3 WHERE A WATER MAIN QPO.SSES ABOVF 7WE SAA wr SENER, AND LESS' THAN .i'0" OF VERTICAL CLEARANCE EXISTS BET#FEN TH£ ICI° OF SEWER AAV BOMW X WA 7FR MANN, 7H£ _TIER 9YALL W CGWSTRUCTFD OR RLrabS7RUCT£D KITH W DUCT7Y£ h9OV PIPE- (a ASS 50) fOP A Ap1V!INKAI/ HARIIGWTAL DISTAM6T tom` 10' GW EACH S19E Or TIDE 07ER MAIN C)POSVNG. 24 SAANTARr SEVER MAIV LINES (8" DYAM£lER AND LAR12FR) 9YALL NOT bF caVs7RUC.T 9 ANY amR THAN f0 fEET To ANY BLNZWG GYP 5 fFET 7th ANY CARfgGYPT. a 25. NEW CAMNEC7TGWS TO EA757ING FAMIT/ES -WALL 6If SEALED OFT IWIX UPSTREAM CCWSTRUC7701V IS FIN /SHED, TESTED, aEAAfD AND ACCEPIED. ALL CYWS7RIUCIT0W DEBRIS AND WATER 9YALL BE REMOVED PfiW TO alEN,WWG 7HE SEAL. ALL �[ TESTING 9YALL 6F NV 7H£ PAESME OIr A arr OF REN CW NV9cfClW w 26: PAYOP TO AC0PTAN6E 6F C0167RUC770V AAVIC*? ISSUANCE 6F XCUPANCY PERMITS; EN6YNEER1SVRWrW- 6TR7WYD ^7 AS -BW T DRAWWS MUST BE PREPARED Ar ALL SANITARY ,TIER FA011711E-.S 27 INSTALL FALL RESTRAINT SY571M IN ALL SANITARY SEVER A/ANHQLES OVER 20 fEET DIEEP. FALL RESTRAINT Sr5 EM .SHALL BLr "S/RI<7RACT a1M81MG AND FALL PR07FC7AW SYSTM: AS MANUFACnAWD BY "ANLLER FALL P9R07FC716w are MaPTAk fXLET A NW ,;r'4 & SW A IA SEC. 10, MR 23 N., ROE. 5 E., W.M. MANHOLE f??.QC AND GONER SiT ORA WC 61829 Aays>aaxr (4" A//N) ccw N&WR GAS)rVTV �GViV S IN ACMDAW Ml7N ASTM C- 44J S7FPS - 314" DET'CWED BAR VMS SHALL aE Name COWL VVE AMR BY PNo£ INC., 0? AAGROWD 606AL. MAX. PPE ,VaT - 21 " I.D. LADDER -SID AL41U1Nf M AR' GAL VAA1'll'n SMIZ COWCREV JWY PWCAST BASE Sf-CftW A4 CAST NV swzF. NOTES. 1. STEPS ro dF j14" o DIEFARwo BAR GAL mm,?ED SAfFTY STFPS GYP 606AL. 2 SiFPS ARE` 70 BE IN PCAa£ 6FFARE MANHOLE WC&WS ARE NVSTALLED. 3 CAS77NG RO BE PER DIRA0VG 9829. 4 MANHOLE 5EC770YVS 70 BE OF RLrWa?a0 PRECAST CAVO?ETE 5 ALL -q TS SHALL BE GR?OWED. 6 SANITARY SE NFR MANHGKES S7'IALL HAW ALL INTFR/0F SURfrACES, /NC UDING a /AANVELNV , COA TED (-1rAUD) W IH A H1W SIX IDS 14W HAMS COO TING,• WASSER MC- CYYVSE'AL AR APPROVED QIVAL,• COLLAR OF CO LING 9YALL BE W17F: 7 RUflfi R GASMVED OW75 W. ALL BE IN CY1hLOKWANCE W7H AS7M C -44J 8 CHANVEL H£ICHT SHALL ME- A A#NAMUM Glr 314 THE INSIDE" DIAMETER 61r' THE LAR6UT PIPE. 9 COW_C7TCWS TO MANHOLE SHALL BE MADE U54VG 6PK ADAPTOR, KCR -N -SEAL RX7S GYP APPROWD EQUAL. SANITARYMANHOLE TYPICAL DETAIL TEE MITI 6" SIDLE OUTLET ROLL NO SCALE R/lY I I CL£ANOIUT- -SEE XTi4 1L LEFT 2'X 4" STUD S£RNGE MARMtER PAINT UPPER PO R176W WIT AND LABEL " SENER" KITH ,3" HIGH BLACK L£TTFRS. NRAP A OW AROUND THE PIP£, E.YTEND /T 70 RTNI -W GRADE AND A TTACYY IT 70 TH£ 2X4 " STUD. SIDE SEWER DETAIL NO SCALE 2 0.2 r . � ■ ■ ■ m ■ 1" to 9" 8-J14 1 -114 of 1/2" r 2" 1.• .3.• 5 M/X CYANa?f X 80CKNVG 3/4" " VANi'lrS' S°ACEV 314 AS A DCA7 :A HT. 1/8-8 r 1/'' 1" 5A wr BONER hV UVWWDMED A cewo lr71r GLASS NV A991ML T R W RNO AAV WIER am Mw firX �! ^N 6 /NCH OR 8 /NCH CLEAN -OUT C. a R SID D11G BW- -189 NO SCALE 60" ALLONO&E MAX. Fcw CAST ARgV PpF OR DUCIAE Al'A'V PpF �I 6" -W ODUT 7EFE `-- SEENER MANV CGWCRETF BYOMING ANGLE 9ENf7P NAdV � hh- i r J14" 5- 32702 r G OGL COS sz rev scams HC.iRI WrAL 6F TE1r AT MAN OVER 25 TYPICAL 9VE .SEMUR EL£VA 170V ELEVA RAV UNLESS OIHERNISE' S;w MV OW PLAN, -W SEVER SY�fALL HA VE A AIIIWKIM 4' C1OV£R A T PfRA°£RTY LA1V£ 6W 3 -5' L GNU THAN 7W L ONEST HO VS£ ELEVA RN,, N1'rS/QWVE'R lS LOWR. UNLESS 07NERNl,SE APPROifD BY THE' aTY, MAKE TAP T oucH CAST IRGW SADDLE .SECY.1RfD TO SENER MANN Nl1H STAINLESS SM 8AWS NWN CAVN£CTNVG ATW SW S FNERS 70 £A'9SWC MAIN. NTR/fT£D CLAY PLAIN AA10 ROWORIG£D CANQRETF D.I. PIY°E AND ,C I. Pl+- S£MER MAINS ARir TO BE GORE ORV ED SIDE SEWER DETAIL -II NO SCALE • REC"MtEN"D FOR APPROVAL er.• DA IF BY DA 1F• Bf! DA 7E- 14711 hf 291h Ptoc* Suite 101 CORE 8o&vur, WoshkVton 98007 425.885.7877 Fox 425.885.7963 �zw DESIGN ENGINEERING r PLANNING- SURVEYING S4NMA R r sEwER DETA as SCMhED MAY 012006 'I ' s'• 32 7w 2 Ft 3 * w r N M z a._ 1 � N N v. 1 Z a O �•3 E oN a °m N m N nn a ri N Q Lo m w 0 o O ti w w � v1 O w w � Z 0 O �E- r S of �3 0 o �R Q w W m R C R Y s Ei H o z 0 a) Of SAN /TARYSEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF 7H£ CITY OF RENTON 1177LITY DEPARTMENT AND THE LATEST ED1770N OF THE WSDOT/APWA STANDARDS AND SPECIRCA77ONS 2 THE HOURS OF WORK IN 7HE STREET RIGHT- OF-WAY SHALL BE LIMITED TO 8.30 AM TO 3.30 PM ON WEEKDAYS UNLESS 07HERW/SE APPROVED IN HRI77NG BY THE DEPARTMENT OF PUBLIC WORKS AT 425- 430 -7200 ALL STREET CLOSURES, PAR77AL OR FULL, -WALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS III ADVANCE THE POLICE DEPARTMENT, RRE DEPARTMENT, AND 911 SHALI BE N077REO 24 HOURS /N ADVANCE. J. ALL CGN57RUCON SHALL BE IN ACCORDANCE KITH STANDARD SPECIRCA7701VS FOR MUNICIPAL PUBVC WORKS CONS7RUC77ON' PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASS06YA77ON (APWA) LATEST ED177ON AND 711E CITY OF RENTON STANOARO SPEC /RCATONS. 4. ALL LOCA7TONS OF EXISRNG UTILIBES SHOWN ARE APPROMMA7E AND IT SHALL BE THE CONTRACTORS RESPON9E1LITY TO VERIFY 7HE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRE- C04S7RUC770N CONFERENCE AND A 24 HOUR NOTTCE SHALL BE REQU/RE0 PRIOR TO STARING NEW CONS7RUCION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERM /75 PR /0R TO STARTING CONSTRUCTION. INSPEC770N #Xt BE ACCOMPLISHED BY A REPRESENTAIVE OF THE CITY OF RENTON). IT SHALL BE 771E CONTRACTORS R SPONS /B1L1TY TO NOTIFY 7HE UILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKRLL/NG ALL CONS7RUC770N. 6 CONTRACTOR IS Saa Y RESPONSIBLE FOR 7HE MEANS METHODS AND SEQUENCES OF CONSTRUC770N AND FOR 7HE SAFETY OF WORKERS AND OTHERS ON 771E CONSTRUC7701V SI7E. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PR /OR TO ANY CONSNUCION. 8 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT .£PALL TAKE PRECEDENCE OVER ALL 07HER PLANS 9 A COPY OF THESE APPROVED PLANS MUST BE ON 7HE ✓LIB SITE WHENEVER 06N57RUCRON IS IN PROGRESS. 10 THE CONTRACTOR SHALL PROVIDE 111E CITY OF RENTON N7H AN AS -BUILT DRAWING OF 7HE SANITARY SEWER SYS7fM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSYONAL ENGINEER OR LICENSED PROfESS/ONAL SURVEYOR. 11. BACKRLL SHALL BE PLACED EQUALLY ON 907H 57DES OF 7HE PIPE IN LAYERS W771 A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 951 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE O/AME7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE RLL OVER 7HE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR U77LITY 7RENCHES ON EXISTING )RAVELED ROADWAY SHALL BE BACKRLLED WITH CRUSHED ROCK AND MECHAMCALIY COMPACTED. CUTS INTO EXIS77NG ASPHALT SHALL BE NEAILINE CUT KITH A SAW IN A COIV77N000S LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKRLL AND COMPACON. A PERMANENT HOT MIX PATCH SHALL BE PLACED W170N 10 DAYS AND WALL BE PER CURRENT CITY OF RENTON STANDARDS 13. DA AN SHALL BE CITY OF RENTON, NA 1988 (METERS) AND NAO 1983/1991 ( ME7ERS) 14. ALL 0157ZIRBEO AREAS SHALL BE SEEDED AND MULCHED OR 07HERNSE STABILIZED TO THE SAISFACLON OF THE DEPARTMENT FOR THE PREVEN770N OF ON -57TE EROSION AF7ER THE COMPLETION OF CONSTRLIC77ON. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDABON IN ACCORDANCE WITH SEC77ON 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANOARO SPECIFCATIONS FOR ROAD AND BRIDGE CONSTRIIC7701V THIS SHALL INCLUDE NECESSARYLEVEL/NG OF THE 77ENCH B07TOM OR 771E TOP OF 7HE FOUNDATION MATERIAL AS KU AS PLACEMENT AND COMPAC77ON OF REOU /RED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF PIPE WILL BE SUPPORED ON A UNIFORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEKSR PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, C900, OR DUC77LE IRON CLASS 50. SANITARY SEAS? FORGE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LA EST REWS /ON OF AWWA CHO &• C111, THICKNESS CL 52. 17 IN UNIMPROVED AREAS, MANHOLE 70 EXEND A MIN /MUM OF 6' AND A MAXIMUM OF 18'. ABOVE RN /SHED GRADE IN PAVED AREAS, COVER MUST SLOPE 1N ALL DIRECIONS TO MATCH PAVING. 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTTO /N ACCORDANCE WITH THESE APPROVED PLANS ANY DEI4A77ON FROM THESE PLANS KILL REQUIRE APPROVAL FROM 7HE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES 19. LOCATTOWS OF ROADWAYS, BULO/NGS AND PARKING AREAS SHOW HEREON ARE APPROXIMATE FOR DIMENSIONED LOCA77ONS OF THESE IMPROVEMENTS REFER TO 7HE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND 57RUCIURE LOCA77ONS SHALL BE FIELD SET BY 711E ENGINEER AS REQUIRED. 20 ALL MANHOLES SHALL BE PER 7HE CITY OF RENTON STANDARDS AND SPEGRCAT/ONS ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BE7WEEN INVERT /N AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO RN1SH GRADE PRIOR TO RNAL PAVNG OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACED TO AT LEAST 95X OF 7HE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70 (MODIREO PROCTOR, FOR THE RRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 9OX IF NOT /N AN AREA OF FUIU E PAVEMENT OR STRUCTURAL RLL TRENCH BACKFILL AND COMPAC770N SHALL BE COMPLE7E0 PR /0R TO ES77NG LINES FOR LEAKAGE. 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6' DIAMETER AND HAVE A MINIMUM SLOPE OF 20X PROPERTY /LOT CORNERS AND /OR BUILDING LOCATIONS ANO RN/SH GRADES SHALL BE ESTABLISHED /N 7HE RELO PRIOR TO ANY SERE) CONSTRUCT7ON. SIDE SEWER EE STA77ONS ARE REFERENCED FROM A✓E NEAREST 90 *57REAM MANHOLE' "THE CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEKSR LOCA7701VS ALL SIDE SEWRS SHALL BE ESED AT 7HE RME OF MAIN LINE ESANG PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15' 23. WHERE A WATER MAIN CROSSES ABOVE 7HE SANITARY SEWER, AND LESS 7HAN 30' OF 6R77CAL CLEARANCE" EXISTS BETWEEN 7HE TOP OF SEKSR AND BOTTOM OF WATER MAIN, 7HE SEAS? SHALL BE CONSTRUCTED OR RECONSTRUC70 NTH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WATER MAIN CROSSING. 24. SANITARY SER57 MAIN LINES (8' D /AME7ER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 29 NEW CONNECONS TO EXIS771VG FAC/L/AES SHALL BE SEALED OFF UN77L UPSTREAM CONSNU001V IS FIN /SHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUC77ON DEBRIS AND WA ER SHALL BE REMOVED PR /0R TO OPENING THE SEAL. ALL ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CON57RUC77ON AND /OR ISSUANCE OF OCCUPANCY PERM /75, EN6Y1VEER 1SURI£Y0R- 6£R77RE0 AS - BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY S£KER FACILITIES 27 INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEKSR MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE SURETRACT CLIMBING AND FALL PR0EC77ON SYSTEM, AS MANUFACAIRE0 BY MILER FALL PROECON'. MORTAR FILET I NW 114 & SW 114, SEC. 10, TWP, 23 N., RGE" 5 E. W, M. MANHOLE FRAMEAND COMER SEE DRAWING BR29 ADJUSTMENT (4' MN) CONE RUBBER 6ASKE7ED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 314' DEFORMED BAR STEPS SHALL BE INCLUOEO CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21' I.O. 3/4 " SQUARES ACED 3/4" LADDER -STD. ALUMINUM T INDICATED T. 1 /B" OR GALVANIZED STEEL El SHELF F 112" CONCRETE WH PRECAST BASE SECON OR CAST IN SHELF. RAISE -1/2 "" WIDE BORDER NOTE NOTES: 1, STEPS TO BE 314' 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. Z STEPS ARE TO BE IN PLACE BEFORE MANHOLE SEC77ONS ARE INSTALLED. 3. CASING TO BE PER DRAWING B229. 4 MANHOLE SEC77ONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS .SHALL BE GROUTED. 6 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) KITH A HIGH SOLIDS URETH4NECOA77NG,• WASSER MC- CONSEAL OR APPROVED - EQUAL; COLOR OF COA77NG SHALL BE ANTE - 7. RUBBER GASKEEO JOINTS SHALL BE IN CONFORMANCE NTH ASTM C -443. 8 CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST. PIPE. 9. CONNEC7700 TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SAN/TARYMANHOLE TYPICAL DETAIL NO SCALE R/W WAIN I EE WTH 6" SIDE OUTLET CLEANOUT -SEE DETAIL LEFT 2'k 4 " S7U0 SERVICE MARKER PAINT UPPER POR77ON AH/TE ANO LABEL 'SEWER' WITH 3" HIGH BLACK LETTERS WRAP 16 WRE AROUND 7HE PIPE, EXTEND IT TO KNISH GRADE AND ATTACH IT TO THE 2'x4' 57UD. SIDE SEWER DETAIL NO SCALE /N UNIMPROVED A C0NCRE7E, CLASS LT ROA6 P COVER BR36. CAST IRON RING AND COVER 6 INCH OR 8 INCH CLEAN -OUT C.O.R. SID ONG. SW -1867 NO SCALE 10 5- 3274o2 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR 91IC77LE IRON PIPE. 1:35 MIX h5 UT 81OCKING MIN MpXN�REtE ( - CC 2X MIN SLOPE HORIZONTAL } 6" SIDE 0117ZET TEE SERER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE `O OF TEE AT MANN OVER 25' TYPICAL SIDE SEWER ELEVA7701V ELEVA770AI NOTE UNLESS 07HERW7SE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 4' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN 771E LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. UNLESS 07HERMSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED 70 SEWER MAIN NTH STAINLESS SEEL BANDS WHEN CONNEC77NG NEW SIDE SEWERS TO EXIS77NG MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONO?FhE D.I. PRE AND C.I. PPE SEWER MAINS ARE TO BE CORE DRILLED ROLE 207 FR 245 SIDESEWER DETAIL it NO SCALE T RECOMMENDED FORAPPROVAL •t� zEOr BY.• DATE' - T. Ss/ nc BY DATE- - ass 4-26-07 BY -DATE, Or. 1 con 1471 1 NE 29th Place 980 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 /DESIGN ENG ®INEERING • PLANNING- SURVEYING SANITARYSEWER DETAILS CORE JOB/ 051M cz) ' 0531 - -_ NW114 & SW114 . 10 f .y RGE. 5 .9 z e a o Q o w 1 E et 0 M -- 0 vq tD d d N 4 O N c ej EC a • • } �a w h c �zc3 N • I SANITARYSEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/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 OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077F /ED 24 HOURS IN ADVANCE. 3 ALL CONSlRUC110N SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA 7F CHAPTER AMERICAN PUBLIC WORKS ASSOCIA 170N (APWA), LA JEST EDITION AND THE CITY OF RENTON STANDARD SPEC/FICA770NS. 4 ALL LOCA77ONS OF EXlS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRE- CONSTRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PR /OR TO STAR77NG NEW CONSTTRUC710N. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR /OR TO STAR77NG CONS TRUC770N. (INSPECT /ON WLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON) !T SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSIRUC710N. 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCT /ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONST ?UC770N SITE 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM /1S' PRIOR TO ANY CONSIRUC77ON. 8. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC770N lS IN PROGRESS. 10 THE CONTRACTOR SHALL PR019DE THE w OF RENTON NnTH AN AS -BOIL T DRAWING OF THE SANITARY SEWER SYSTEM MORTAR WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LAYER TO 95Z OF MAX /MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA7ERIALS TO COMPLE7E THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS771VG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EX /STING ASPHAL T SHALL BE NEA'TLINE CUT WITH A SAW IN A 6 CONTINUOUS LINE. A TEMPORARY COLD M/X PATCH MUST BE PLACED IMMEDIA 1FL Y AFTER BACKFILL AND C0 PAC ON A PERMANENT HOT MlX PATCH SHALL BE PLACED WTHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA775FAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFIFR THE COMPLETION OF CONSTRUCTION. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASH /NGTON STANDARD SPEC /F/CA170NS FOR ROAD AND BRIDGE CONST7i'UC770N. THIS 2 SHALL INCLUDE NECESSARY LEVELIAIG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC770N OF REQU /RED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE `� N9LL BE SUPPORTED ON A UN /FORME Y DENSE UNY7ELONG BASE. PIPE BEDDING SHALL BE PEA GRA d/EL 6" ABOVE AND BELOW THE PIPE. 4. 16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETFD ASIM D 3034, DR 35, C900, OR 5 DUC77LE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REW9SION OF AWWA C110 & C111, THICKNESS CL. 52. 6 CT 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN M PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18 ALL 5ANITARY 7. DEW/A77ON FROM 7HESE�PLANS RWI L REQUIRE APPROVAL FROM THE OWNER,OENGINEER AND APPROPRIATE PUBLIC AGENCIES. 8. b 19 LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MA 7F FOR DIMENSIONED 9 LOCA77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCA77ONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. Bt 20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BET#EEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PA ONG OR LANDSCAPING. 21. ALL TRENCH BACKF /LL SHALL BE COMPACTED TO AT LEAST 95.x' OF THE MAXIMUM DRY DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR, FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90X /F NOT IN AN AREA OF FU7URE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPAC77ON SHALL BE COMPLE7ED PRIOR TO 7ES77NG LINES FOR LEAKAGE. 22 ALL SIDE SEHERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2. OX PROPERTY /LOT CORNERS NV OR BUILDING LOCA77ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONS7RIJC77ON. SIDE SEWER TEE STA77ONS ARE REFERENCED FROM THE NEAREST DOWNS7REAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA7F AS -BU /LT RECORDS OF ALL SIDE SEWER LOCA77ONS ALL SIDE Sf#ERS SHALL SE TESTED AT THE TIME OF MAIN LINE 1FS77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0" OF VER776AL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10'01V EACH SIDE OF THE WATER MAIN CROSSING. 24 SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN >0 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW CONNEC77ONS TO EXIS77NG FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM CONST ?UC77ON IS FINISHED, 7ESIFD, CLEANED AND ACCEP7�0. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSIRUC77ON AND /OR ISSUANCE OF OCCUPANCY PERMITS; ENGINEER /SURVEYOR- CER77FIED AS - -BUIL T DRAWNGS MUST BE PREPARED OF ALL SANITARY SEWER FACILI77ES. 27 INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURE7RACT CLIMBING AND FALL PRO1EC77ON SYSTEM,' AS MANUFAC7URED BY "MILLER FALL PRO7FC770N . Ty SEC. f 7 WX 23 m' RGE 5 E., W M. STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED ,, NCREIF RISER BY PIPE INC., 7R APPROVED EQUAL. VAX. PIPE SIZE - 21 " I.D. I-ADDER -STD. ALUMINUM 7R GALVANIZED STEEL , ONCRETE SHELF 'RECAST BASE SECTION 7R CAST IN SHELF. NO SCALE r5 J 2 "x 4" STUD SERVICE MARKER PAINT UPPER -� PORTION WHITE AND LABEL "SEWER" WITH 3" HIGH BLACK LETTERS. WRAP p WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND ATTACH IT TO THE 2 "x4" S7UD. SIDE SEWER DETA IL NO SCALE 1 "1' � ISO 10" 9" 8 -3 4» 1 -114'O 112"1 r-2" 7" 8" 15,• CAST IRON RING AND COVER 5/8» 2 -, 1.• 3.• 5 M/X '�� CONCRETE BLOCKING r ------ \ 7z� MAN Zye 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8•, I- 112 SO 1 S$ RAISE - -1/2" WIDE BORDER IN UNIMPROVED AREAS POUR 1 O" 7H/CK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHAL T ROADWA YS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. PIPE MATERIAL AS SPEC /FIED BY THE ENGINEER ,y! ^ 1! CONCRETE CLASS 3000 4 -3/4» 12'0 --'- FIBER JOINT PACKING 45'(118) BEND 6 INCH OR 8 INCH CLEAN-OUT C.O.R. STD DWG. 8W = -18B NO SCALE 60" ALLOWABLE) FOR CAST IRON l OR DUC77LE IRON PLUG TO BE SEALED --�- IN SAME MANNER AS MAIN SEWER ✓OIN75 T0oul A009 ►O�KING MAX. GWE CON 2X MIN SLOPE HORIZONTAL .R MAIN TYPICAL SIDE SEWER ELEV4 77ON R SHALL HAVE A MINIMUM 4' THE LOWEST HOUSE (E TAP THROUGH CAST IRON S STEEL BANDS WHEN I Z, D. I. PIPE AND C.I. PIPE Im 14711 NE 29th Place Suite '101 Bellevue, Washington 98007 425.885.7877 Fax 42SAR5.79.5 L4 W W a W W W � 3 tYi d o; w � o m • I SANITARYSEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/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 OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077F /ED 24 HOURS IN ADVANCE. 3 ALL CONSlRUC110N SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA TIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STA 7F CHAPTER AMERICAN PUBLIC WORKS ASSOCIA 170N (APWA), LA JEST EDITION AND THE CITY OF RENTON STANDARD SPEC/FICA770NS. 4 ALL LOCA77ONS OF EXlS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 5 A PRE- CONSTRUC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PR /OR TO STAR77NG NEW CONSTTRUC710N. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR /OR TO STAR77NG CONS TRUC770N. (INSPECT /ON WLL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON) !T SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSIRUC710N. 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCT /ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONST ?UC770N SITE 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM /1S' PRIOR TO ANY CONSIRUC77ON. 8. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC770N lS IN PROGRESS. 10 THE CONTRACTOR SHALL PR019DE THE w OF RENTON NnTH AN AS -BOIL T DRAWING OF THE SANITARY SEWER SYSTEM MORTAR WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX /MUM DEPTH OF 8 INCHES, THOROUGHL Y TAMPING EACH LAYER TO 95Z OF MAX /MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA7ERIALS TO COMPLE7E THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS771VG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EX /STING ASPHAL T SHALL BE NEA'TLINE CUT WITH A SAW IN A 6 CONTINUOUS LINE. A TEMPORARY COLD M/X PATCH MUST BE PLACED IMMEDIA 1FL Y AFTER BACKFILL AND C0 PAC ON A PERMANENT HOT MlX PATCH SHALL BE PLACED WTHIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA775FAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFIFR THE COMPLETION OF CONSTRUCTION. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASH /NGTON STANDARD SPEC /F/CA170NS FOR ROAD AND BRIDGE CONST7i'UC770N. THIS 2 SHALL INCLUDE NECESSARY LEVELIAIG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC770N OF REQU /RED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE `� N9LL BE SUPPORTED ON A UN /FORME Y DENSE UNY7ELONG BASE. PIPE BEDDING SHALL BE PEA GRA d/EL 6" ABOVE AND BELOW THE PIPE. 4. 16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETFD ASIM D 3034, DR 35, C900, OR 5 DUC77LE IRON CLASS 50 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REW9SION OF AWWA C110 & C111, THICKNESS CL. 52. 6 CT 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN M PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18 ALL 5ANITARY 7. DEW/A77ON FROM 7HESE�PLANS RWI L REQUIRE APPROVAL FROM THE OWNER,OENGINEER AND APPROPRIATE PUBLIC AGENCIES. 8. b 19 LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MA 7F FOR DIMENSIONED 9 LOCA77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCA77ONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. Bt 20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BET#EEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PA ONG OR LANDSCAPING. 21. ALL TRENCH BACKF /LL SHALL BE COMPACTED TO AT LEAST 95.x' OF THE MAXIMUM DRY DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR, FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90X /F NOT IN AN AREA OF FU7URE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPAC77ON SHALL BE COMPLE7ED PRIOR TO 7ES77NG LINES FOR LEAKAGE. 22 ALL SIDE SEHERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2. OX PROPERTY /LOT CORNERS NV OR BUILDING LOCA77ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONS7RIJC77ON. SIDE SEWER TEE STA77ONS ARE REFERENCED FROM THE NEAREST DOWNS7REAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA7F AS -BU /LT RECORDS OF ALL SIDE SEWER LOCA77ONS ALL SIDE Sf#ERS SHALL SE TESTED AT THE TIME OF MAIN LINE 1FS77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0" OF VER776AL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10'01V EACH SIDE OF THE WATER MAIN CROSSING. 24 SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN >0 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW CONNEC77ONS TO EXIS77NG FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM CONST ?UC77ON IS FINISHED, 7ESIFD, CLEANED AND ACCEP7�0. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CONSIRUC77ON AND /OR ISSUANCE OF OCCUPANCY PERMITS; ENGINEER /SURVEYOR- CER77FIED AS - -BUIL T DRAWNGS MUST BE PREPARED OF ALL SANITARY SEWER FACILI77ES. 27 INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURE7RACT CLIMBING AND FALL PRO1EC77ON SYSTEM,' AS MANUFAC7URED BY "MILLER FALL PRO7FC770N . Ty SEC. f 7 WX 23 m' RGE 5 E., W M. STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED ,, NCREIF RISER BY PIPE INC., 7R APPROVED EQUAL. VAX. PIPE SIZE - 21 " I.D. I-ADDER -STD. ALUMINUM 7R GALVANIZED STEEL , ONCRETE SHELF 'RECAST BASE SECTION 7R CAST IN SHELF. NO SCALE r5 J 2 "x 4" STUD SERVICE MARKER PAINT UPPER -� PORTION WHITE AND LABEL "SEWER" WITH 3" HIGH BLACK LETTERS. WRAP p WIRE AROUND THE PIPE, EXTEND IT TO FINISH GRADE AND ATTACH IT TO THE 2 "x4" S7UD. SIDE SEWER DETA IL NO SCALE 1 "1' � ISO 10" 9" 8 -3 4» 1 -114'O 112"1 r-2" 7" 8" 15,• CAST IRON RING AND COVER 5/8» 2 -, 1.• 3.• 5 M/X '�� CONCRETE BLOCKING r ------ \ 7z� MAN Zye 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8•, I- 112 SO 1 S$ RAISE - -1/2" WIDE BORDER IN UNIMPROVED AREAS POUR 1 O" 7H/CK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHAL T ROADWA YS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. PIPE MATERIAL AS SPEC /FIED BY THE ENGINEER ,y! ^ 1! CONCRETE CLASS 3000 4 -3/4» 12'0 --'- FIBER JOINT PACKING 45'(118) BEND 6 INCH OR 8 INCH CLEAN-OUT C.O.R. STD DWG. 8W = -18B NO SCALE 60" ALLOWABLE) FOR CAST IRON l OR DUC77LE IRON PLUG TO BE SEALED --�- IN SAME MANNER AS MAIN SEWER ✓OIN75 T0oul A009 ►O�KING MAX. GWE CON 2X MIN SLOPE HORIZONTAL .R MAIN TYPICAL SIDE SEWER ELEV4 77ON R SHALL HAVE A MINIMUM 4' THE LOWEST HOUSE (E TAP THROUGH CAST IRON S STEEL BANDS WHEN I Z, D. I. PIPE AND C.I. PIPE Im 14711 NE 29th Place Suite '101 Bellevue, Washington 98007 425.885.7877 Fax 42SAR5.79.5 -1 �ql O O E at cC C%j Rl U) O cl, 0 m rod 137LF 80 SAN SWR. UNDER CONSTRUCTION SEE WEDGE -WOOD LANE DIV J ENGR PLANS BY CORE DESIGN INC. SCALE: 1 40' • 20 40 80 O Z CORE J031 05156 -:5 oZ 7,41 67,L 0 01 0 C) P-4 rod 137LF 80 SAN SWR. UNDER CONSTRUCTION SEE WEDGE -WOOD LANE DIV J ENGR PLANS BY CORE DESIGN INC. SCALE: 1 40' • 20 40 80 O Z CORE J031 05156 -:5 oZ 7,41 67,L 0 01