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Home My WebLink AboutS-336902n 0 0 N N O Cn Z n Z =0 0I- (7 2 _Z Ld ♦- Q Q Z } O Q ~ Z O LL) J J Q 0 a 0 O O a E--F W a r� I� 3@3 H U u C a LL r c L Q LL i LL U. im .AP.W NI,N ILA®- ` �n wG-Fy. v"O.:r`Z" - )r.-.� �'•`�w r.��aws -'- '- - _ -. -. _ - ! C"P 22 -1/2 -- _ -• ___ °r PLAN VIE ^ -NA VALVE BO% LID WITH V DIRECTION OF WATER MAIN AND WORD "WATER" CAST INTO IT fllE I} AIL - WP I— EARS J 2- SWARE OPERATING NUT THICKNESS arr v `A %R IV WT. Iwo. 3 'I t. 78 MIN" WIDTH WHITE POST 1 W SEE NOTE 4 BACK ILL MATERIAL (SEE LIMITS OF PIPE ZONE (SEE NOTE 5) T CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL � B �. �.. �;_� - Y(CUSS A DESGN) NOeES 1. PROWDE UNiORM SPMRT UNDER BARREL 2 HNro TNS UNDER NAUNCIES. >. ca w•CT BEDDmc YAIEROV. To aes NAa. oENSTY o.- uRECnY D.LN -. HANG TAMP OR4Y. •. SEE "E %CAYATrR AND PREPARANOx OF TRENCH - N THE SAAND NCHM CIPMrr OF TxE sTANOAAO SPECNMAnON6 FOR IRORCR NOM 'W Ax0 MENCNNC OPTpNS . ME M ET1/2 W62• BEOCxQ ME MNMUY l3XRCRETE WmM SXALL BE 1 -1/2 tD. t 1W'. DE '1 SATRMEIKq vASE�WW�R6 SECTON Q 5 ANDAA�C41$CANTp19E �E T IiNHAi ROCKN.I A Wao, - - 6 - r�rrr,x�- _s.y �• o- .iy.AeW.. �u V° \ 45 BEND TEE PIECE CAST IRON VALVE X, RICH - SEATTLE TYPE i- STEEL IX.YMPIC FOUNOARY LENGTH AS REQUIRED \ MIN. THICKNESS 2 -1/4• INSIDE MEASUREMENT 2 -1/4' DEPTH 24 VALVE MARKER P05T W (SEE NOTE 4 ) LIMITS OF PIPE ZONE BACKALL MATERIAL -� (SEE NOTE 5) fi • BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) OR LUPS LANCER MAN i- PER FDOT OF PIM QNIErDR s WT W USED N THE BACKFLL MATERIAL. . SEE DARD G YAIERW. FOR fiQD PPE- N THE AaXABONS $ECiNM Q 1NE STANDARD SPEORCATONS FOR Tff MATERIAL 9'EFFKAIONG 7. SEE "BEDDNG MATERIAL FOR REXMU PIPE" IN THE AG CATES SECTOR OF STANDARD SPEanGA- FOR ME YA,ERAL SPECIrGSTIDNs fl PPE MTSI F£ ANCNORm N SWH A MANOR AS N ENSURE ROW LNE 5 NANTNNED. wv way, -w • .g z ,N.H�J.Hr,w,rON- T a rMrMMr• �„'�.°.! °r`a°:.,y -2 T w rr.a.a. a,"J.•rNy• "Y4si° -- - a"'iH ��"- I ge BEND i1 -1/4 FIGURE 1 VALVE XTE SION NUT SECTION A -A EXTENSION VALVE OPERATION NU i % ION NO - VAl M w FR c- TEE WITH G" SIDE OUTLET a I B FOUNDATION LEVEL (CLASS B. C. D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE r BEppNC CU54 OESmx CNENSw CUSS A (LASS D Cl C CL44 O 0.A.4 F • r/. I.D. zmD 12" MAX. a `�41Y� "�� -� "• �'•A� L �T r wA`4•i.� .i`irw� r a r.N�6,".r wx,p� yi AorAmzTNOyOANrHOy 0.�°� BLOCKING SITING PROCEDURE NOT VALVE MARKERS SHALL BE EQUAL E %TENSIONS ARE REQUIRED MIEN VALVE NUT CARSONITE UTILITY MARKER IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. E XTENSIONS ARE TO BE AX TENSION OF VALVE MARKER P057 TO BE USED ONE $E FOOT LONG. ONLY. ONE EXTENSION TO BE USED PER VALVE. MAIN LINE VALVES OUTSIDE PAVED TO FOR ALL VALVE OPERATING NUT EXTENSION AREAS AND VALVE MARKER POST -r p" BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) B 1/4 O.D. 1/2 0.D. 1/0 O.D. 2ER0 O.p. C 3/10.D. 1/20.0. 1/R D0. MD. • A . 4" NSW 2 1. %. AxD LANCER n Y I.D. '�'i.. •� mr cAr•Ta Cm °F Im^°N NIARpIW Fine IR ,I/IW WTC DWG. NAPE: BR26 SP PAGE:0085 NOTE: AIZ EXTENSION$ ARE TO IN MADE OF NOTE: SIZED AS NOTE AND PAINTED WITH TWO COATS OF METAL PAINT. ,TIM ® ADOPTED A^'v � 1-af WIC 12/94 DWG- NAME: OR45 5P PAGE: B09p FOUNDATION LEVEL � A I (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE - - PIPE BEDDING FOR SANITARY SEWER ADOPTED ATr HM D NTANP• NP MM ® Lar WIG FAT7 - - -- pWG. NAME: BWI8C SP PAGE: 807 - \✓Wy4%0rSC 1 C L_u%.v jmu 011114U rrtVVtuuKt r V ALVr vrtmA I INN Nu I tx t tNSION oi PIPE BEDDING FOR SANITARY SEWER \ � A \OUR -.... E' NWr \• !• PIinw 1 6114 WR I CK MAIN 1- VLTl'lUU1NU S I A I IVN VERTICAL CROSS FOR POLYPIGGING MF,a.a Ye W �E WM bYYN -,=M LWA m ND -4TArc5 R.TSacs. � el s HwE D` ISM a ,••,. „�.•,••. .�iTS -la •.-w aF -.N o�.n� - z,araWa mw°iOAi Di� rAV¢ a au�ier°°E ILA rAW Am (( . r,ro rWwwWn nwcu -..- N• w (i: nW1°`mo- °yxDT1 49 Ar ImDTAIn .NUw m m-z P- rt«'o -.w> wI .. I�wiNn .T„R ^•� w- �,Ir °.;�` -,ter Fw,Ww �.x.'.E°L. °`O` ciol m NOTE: AL NUM WpTE3 K,NLFD YMN [O,PSII (R PAND MW>•SK 9WL H UST- WNFDJ4 ID W.TNwCrWp.Nt !a-x9pN A.I,s MHH: v6TN1ID OT Wom � a ,EIR wJL Z O N A -A Of w F- _ r— z1MO al �. �I wa L� NOTE: r ,K crxxN TP nE wea Pn, W Ar u.Aar r rrHW. w w44 UNCS LAN we SPAWO Aup6 M WE np.WPIDH Af.AA,41 frT (!CAI M s Y9C NtArl ,06 3/4' & 1- WATER SERVICE 0 ova STANDARD 51DE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) TESTec DEn4 TP usr Rm rA,E DDa W N WD Uwe wWn a VWRc FUUNDW, o,NNmo"�• -rK°P NNUTTi01d I 1NQYA'D (SIX 4AD WFe ,,:•¢ .M4 >. p.l. W,rcN TFh I� , w' Nc rcc Dur.> .aNneA SS( Taw Trnmrs. -a: nc W,E rrarE (R mu) T -eulo RAwDE ox mP WM r nP No z• rwc tENPDRTRr fau0 ( M E -WM E•P � -DOD RAWIE ox wnaN NHD x- a nvN� AssEMW.r - RIw(FM) NM zTIP c z' Vow -DTr �YAW IAa TEE. rM e• RNH(E SoE RNRET. c4xuE¢ RoolNC iEmrxrAr WLacK s- Wa rATe (rt x NA AWM c -Sw, lENUwr -T F- DVCaE MIN PPE cuS5 Sz mcxT LWm. -FN TD wT 14• . 6 . i _/1 __IEw9TF1 R R(OS ME sm OE,•a foR lE wWS WMAW MORE. xvWMN, -t/x xA9D NA94D UAAN ROCI (sm 3/4) WXC AMNo TIFM TW •wpwO�iV ABM 94P6�U, Dw•.MO.. 3 e FIRE HYDRANT ASSEMBLY rWAL ewNeeDw Der•4 LLYFL ALL cAOIIHD NW s N•Dl,s IE,¢ ru. cNamD NAWb ^ NEW Di WSTEw I8E qs 4xc NN. wnl� I FILL ANER N.L CLEAN. W PpUDW Al EUXD i IXO AND CORRECT II. IEF%I•'F IEYPCMV RE ( A fIION -OTT F•I IT NIO CORRECT IO vATS WM OL SLLT.vE (4D! Di aPoOts �"v , HYDRANT LOCATION IN CUT OR FILL F°"` ®2 FIRE HYDRANT ASSEMBLY DETAIL 8116 WATER CONNECTION DETAIL WET TAP ROLL 2 08 F DIX .2 ■ — 73-_ jg_o7 SANITARY MANHOLE TYPICAL DETAIL 6 1RCDj it R yO O}} F 1- U U Af5 m OL 9 y g III O O O W W D O ' s WA a m o V U w 3� ® m O m O Z - W Fl I-W r 9We rWeII`V.II E VV W �/ FINISHED GRADE ELEVATION TEMPORARY 2' GALVANIZED PIPE AND 2- GATE VALVE PROPERTY I 6•_p•• 6" BUILDING SEWER PIPE 1 UNE FUTURE RUILORRG SEWER MANHOLE FRAME AND COVER 6" SEE DRAWING BR29 12' MA% 24 - ADJUSTMENT (4' MIN.) NOTES: 1. STEPS TO BE 3/4' I DEFORMED BAR GALVANIZED SAFETY y INSTALL DATE - - -- "K -F 7 CONE _ •0' STEPS OR EQUAL. 2. STEPS ARE TO BE M PLACE BEFORE MANHOLE SECTIONS ARE INSTALL ED. 3 FT UPC COVER TO -INCH DVMAETER AND UNDER 2' PLUG ON TOP BLIND FLANGE AFTER � REMOVAL OF POLYPIG TEE WITH G" SIDE OUTLET a I 2 4'• STUD SERVICE MARKER PAINT UPPER PORTION 'SEWER- ANS STENCIL ON SIDE WORDING •SEINER- WITH 3° HIGH BUCK LETTERS. BBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 3. LASING TO 11E PER DRAWING BR29. SECTIONS TO fff OF REINFORCED PRECAST 4. CONCRETE. CONCRETE. 4 FT MAN. COYER (1 21. DIAMETER AND 0462)) STANDARDS 6'J SIDE RAND BUILDING SEWER AND 16 WRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. JCJ STEPS - 3/4' DEFORMED BAR 5. ALL JOINTS SHALL BE GROUTED. S. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR UJ STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) GAS WTH A HIGH $DID$ URETHANE COATING; IT - UNLESS OTHERWISE IRON SADDLE SECURED APPROVED BY THE CITY, MAKE TAP THROUGH CAST TO SEWER MAIN WTH STAINLESS STEEL BANDS fi -t /2. CONCRETE RISER BY PIPE INC., WASSER MC OR APPROVED EG; NEW WATER TLVN POLE - _- WHEN CONNECTING VITRIFIED CLAY, NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, 01 PIPE AND Cl 7• MIN. OR APPROVED EQAL. •A• COLOR OF COATING SHALL BE WHITE. 7, RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WTH AS TM C -443. Q SMOOTH INVERT &CHANNEL NON- SHRINK GROUT 60" ALLOWABLE. MAX. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO CORE ORR I Fn B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE VERTICAL CROSS FOR POLYPIGGING STATION- SIZE OF VDOIGL aR055 SIHALL BE Tiff SAW AS SIZE OF MAN LINE OR DUCTILE IRON PIPE. 1 :3:5 MIX s OUj CONCRETE `N`�ING 7 T }- i G-E C BLOCKING V)N 25 NPwCSTE 0` Q 1 MAX PIPE SIZE - 'E' tr I-) T LADDER -STD. ALUMINUM OR GALVANIZED STEEL MORTAR FILLET CONCRETE SHELF DIAMETER OF THE LARGEST PIPE, 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL •A' 'B• 'C• ,D• VERTICAL CROSS (W % R) ME SUND FLANGE TOP CGN 2X MIN SLOPE - -- 'E• 48' MH 48' 6" MIN. 5 "MIN 24 Om OF CROSS WRH 2- TAP t 2• TEmMWMWr BLCI -OFF (REMOVE BLOW-0FF ASSCNSLY AMID INSTALL 2' RuG AFTER REMOVAL OF aFANNG ONE BLIND FLANGE ON OOROu DF � AS09BLY -POLY -PIG') -- HORIZONTAL 6" SIDE OUTLET TEE �.. SEWER MAIN ).i PRECAST BASE SECTION OR CAST IN SHELF. MIN. 21' I.D. 54 MH 54' 8- MIN. 5.5- MIN. 24' MIN. 24' I.D. 60' MH 6D' 8' MIN. 6' MIN. 42- MIN. 30' 1.0. ONE RUE (W) IN END OF CROSS CONCRETE BLOOORI: 6" MIN. SEWER MAIN CONC MO •B. • .- .: •. ..• .• ALL fEBRRS AND POYPI(S SHALL BE REMOVED FROM SUIT OF VERTICAL aKSS QSIFECM)N OF NEW WATER MARK BEFORE WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING ADOPTED 01T M WINPN i jBLOCgNO OF E AT MAIN OAT R 25AT MAIN O _R 25 r�D c R AON ELEVATION ELEVATION NOTE: UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.Y' COVER AT PROPERTY STANDARD 5106 3SWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) Do ImRON 6' MIN. (TVP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE SANITARY MANHOLE TYPICAL DETAIL �OW�1�1ipT - mAy PIS t Car DATE M!M DWG. NAME: BR%5 SP PAGE: 81 I4 LINE OR 3 -S LOWER THAN THE LOWEST HOUSE ELEVATION, NHICHEVER IS LOWER. c4rr ".I. I 4� mnNOArm nAxW NT T3f WIC ,2/94 Da w N DWG, NAME: BR39 SP PAGE: 8076 ,KV4m m WHOt Af, M' a e4• xwxwas 4 E T mrs nIe tM90s •meo Aorc. m, M., OMMDnF NTUN -- MIT WIC I2/. "� Ao °C'' DWG. NAME: OR20 SP PAGE: 8071 6114 WR I CK MAIN 1- VLTl'lUU1NU S I A I IVN VERTICAL CROSS FOR POLYPIGGING MF,a.a Ye W �E WM bYYN -,=M LWA m ND -4TArc5 R.TSacs. � el s HwE D` ISM a ,••,. „�.•,••. .�iTS -la •.-w aF -.N o�.n� - z,araWa mw°iOAi Di� rAV¢ a au�ier°°E ILA rAW Am (( . r,ro rWwwWn nwcu -..- N• w (i: nW1°`mo- °yxDT1 49 Ar ImDTAIn .NUw m m-z P- rt«'o -.w> wI .. I�wiNn .T„R ^•� w- �,Ir °.;�` -,ter Fw,Ww �.x.'.E°L. °`O` ciol m NOTE: AL NUM WpTE3 K,NLFD YMN [O,PSII (R PAND MW>•SK 9WL H UST- WNFDJ4 ID W.TNwCrWp.Nt !a-x9pN A.I,s MHH: v6TN1ID OT Wom � a ,EIR wJL Z O N A -A Of w F- _ r— z1MO al �. �I wa L� NOTE: r ,K crxxN TP nE wea Pn, W Ar u.Aar r rrHW. w w44 UNCS LAN we SPAWO Aup6 M WE np.WPIDH Af.AA,41 frT (!CAI M s Y9C NtArl ,06 3/4' & 1- WATER SERVICE 0 ova STANDARD 51DE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) TESTec DEn4 TP usr Rm rA,E DDa W N WD Uwe wWn a VWRc FUUNDW, o,NNmo"�• -rK°P NNUTTi01d I 1NQYA'D (SIX 4AD WFe ,,:•¢ .M4 >. p.l. W,rcN TFh I� , w' Nc rcc Dur.> .aNneA SS( Taw Trnmrs. -a: nc W,E rrarE (R mu) T -eulo RAwDE ox mP WM r nP No z• rwc tENPDRTRr fau0 ( M E -WM E•P � -DOD RAWIE ox wnaN NHD x- a nvN� AssEMW.r - RIw(FM) NM zTIP c z' Vow -DTr �YAW IAa TEE. rM e• RNH(E SoE RNRET. c4xuE¢ RoolNC iEmrxrAr WLacK s- Wa rATe (rt x NA AWM c -Sw, lENUwr -T F- DVCaE MIN PPE cuS5 Sz mcxT LWm. -FN TD wT 14• . 6 . i _/1 __IEw9TF1 R R(OS ME sm OE,•a foR lE wWS WMAW MORE. xvWMN, -t/x xA9D NA94D UAAN ROCI (sm 3/4) WXC AMNo TIFM TW •wpwO�iV ABM 94P6�U, Dw•.MO.. 3 e FIRE HYDRANT ASSEMBLY rWAL ewNeeDw Der•4 LLYFL ALL cAOIIHD NW s N•Dl,s IE,¢ ru. cNamD NAWb ^ NEW Di WSTEw I8E qs 4xc NN. wnl� I FILL ANER N.L CLEAN. W PpUDW Al EUXD i IXO AND CORRECT II. IEF%I•'F IEYPCMV RE ( A fIION -OTT F•I IT NIO CORRECT IO vATS WM OL SLLT.vE (4D! Di aPoOts �"v , HYDRANT LOCATION IN CUT OR FILL F°"` ®2 FIRE HYDRANT ASSEMBLY DETAIL 8116 WATER CONNECTION DETAIL WET TAP ROLL 2 08 F DIX .2 ■ — 73-_ jg_o7 SANITARY MANHOLE TYPICAL DETAIL 6 1RCDj it R yO O}} F 1- U U Af5 m OL 9 y g III O O O W W D O ' s WA a m o V U w 3� ® m O m O 8" MINIMUM ' e v. EXISTING SEWER CASI IN -PLACE CHANNEL & SHELF MANHOLE BASE FOR CONNECTION TO EX. SEWER Z U Lu w ~ PPnn V LU LU U RECOMMENDED FOR APPROVAL J� y BY: Date: DATE 02/07/2007 J JOB NO. ® ■ BY: Date: NEW MANHOLE PER 2 W STANDARDS = a Q UJ _ fi) W NEW 8" W SEWER PVC x CONC. MANHOLE Q CUT OUT EXIST. PIPE, MAKE ADAPTER (PVC PIPE ONLY) L r W Q SMOOTH INVERT &CHANNEL NON- SHRINK GROUT Q Z AFTER NEW LINE IS ACCEPTED. p� L ®L Q 8" MINIMUM ' e v. EXISTING SEWER CASI IN -PLACE CHANNEL & SHELF MANHOLE BASE FOR CONNECTION TO EX. SEWER Q O N I•La YU) Lu w ~ PPnn V LU LU U RECOMMENDED FOR APPROVAL y BY: Date: DATE 02/07/2007 BY: Date: JOB NO. ® ■ BY: Date: DWG NO. ® — 'f.ANl16D DEC e z ?nnp, BY- Date: %� 7 SHEET 7 OF 9