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HomeMy WebLinkAboutR-386316FBI Cn N I TS C2.21 C3.07 gg �DRWEWIWs 1,�LL EW RkVPl. 1 n) T HE MGE MIXIATO 1WT4LA Ila" OF CXASTRWnNOW ENTA-AW.E. TO'AVOM �QF T� VAY VAIWAk0*4 WkM� 0 IT $6 TK- R MiN, N IRA NICE UE 10WAINED W TMAI FAD i46TA11, b*WWAV OLILVERT If -THERE M A A0A0&XX UTCH RftWW,Ar,, PER OnYWAD STAhOARDS r V0 QUARRY SPALLS V i mrt,!, TN- r PROWDEFULL"NIC AREA, NOT" 1, CONDITIION OF USE 1, 1, CONS TRUCTION ENTI'MCE S HALL BE• 13',TABIL IZE. D WHEREVE R TRA.FFI C W I LL SE LEAV N G A CONSTRILKC1100N S 1TEA14D TRAVEL I N G 0 N PAVED ROADS OR OTHER PAV0 AREAS WITHIN 1,0W FEET OFTHF� SITE_ TM D47SII 12iZIPSHMN, !GKAS TEkSILE EsDN"T1401N ASWD41W) W%M": kJ1AS1`&TI1kf*a% I:AS'rM037K1,*w 400 psi W& !1,.4S(U,S3-TANi3AfW SIEVE, SIZE1 Z D96M AND: 11111VALLATICIN SMCW41CAMONS 2,,1, H-W.'FOEL (WOOD SMED MULCK) MAY SE SkJOSTITUTED FOR OR COMBINED Wfffi QUARRY $PALLS IN ARE THAT WILL SOT SE USE, D FOR PERUMENT ROAM. HOG FUEL 18 'NOTRiEoomwNDED FOR ENTRANCE STAG BILIZATIONiN URBAN ARE -AS, -THIE INSPEC10A MAY AT ANY'nIME RECIUME THE USE Of QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM SENG TRACKED ONTO PAVEN*KT OR IF TW. HOG FUIELIS:BEING CARRIED ONTOPAVEMENT, 22, FENCING SWL BE OWTALLED AS NECESSARY TO REST MIDT TRA FITC TO THE CONSTRUCTION ENTRANCE, 23_ WHENEVER PO$SfkE:, THE FRANCE SHALL BE CONSTRUCTED ONA FIRM, COMPACTED $UBGRAOE, 114kS CAN SUBSTANTIALLY INCREASE THEIAF ECTNENESS Of THE PAD Affil? REDUCE, THE NEED FOR MAINTEN Ce. 3. MAINTENANCE STANDAIIIiDS 31, QUARRY SPALLS SHALL. SE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3,2, IF THE EXTRAWX IS NOT PREVEN TING SEDIMENT" SEING TRACKED ONTO PAVEMENT, THE N AL TER NXrJVE MEASU RES TO KEEP THE, STREET$ FW OF $EOWENT SKALL 8E;U$F_D.% THIJ S MAY II LODE STREET SWeEVIW-, NN' I NCReASE IN THE MMIENSIONS OF' THE ENTRANCE, OR THE "TALLATON OF THE WHEEL WASH, IF WASHING A'S USED, IT" SI BE DONE ON AN ARCA COVERED WITH MSH60 ROCK, AND WASP*0 WAMR SiKl, DR&IN, TO A S604MENT TRAP OR -POND. 3,11, ANY MD*K*T THAT ISTRAC00 ONTO. PAMEMEWT *.#A'LI- BERFAkOVED IMWOWTELY BY SWEEPtNO. THE SELNMENT COLLECTED BY SWESPINGSNAU W:REM0W_0.OR.ST4W1ZED0N SiT.E., THEPAvr�wN-,SNALL W)TSF CLEANED BYWASHiNG Dawk TW STREET, fl -C P ERIE. 15 ATHREAT I'D Nb�r_� W 'Y, IF IT NE -ESSARY TO WASH THE STRE rxm?, T W W.A. SVWE ING1.8 A14.0 `TI"IEP S"L SUW MUST 0EC4*0UC. E Tf* VVMHED, INTO THE SUMP WHERE IT CAN BE C XONTROLLIED AND ALLST _14A AT L - -LY, 34, Al QUARRY.90 ARE i4OSSINEDFROMi THV PAD AND END UPON TH.S ROADWAY SRA.- L BE RalOVED IMMMATE 216-10 STDPUN X A ,*4 F ll "ORK" .................... .......... .............. ENT TIMICT-10#0 Rogy""CE 2008 NTS kDRAINAGE GOATE FRAMif .......... n� F. . .......... .. gg iN W'CE WATER 11 U 02.31 I C3.07 111�� 4 V. 0 NOW~IMM 2, The: SIGD 01v11 have abW10in high-fov Wilef Syoy 1(ow veftw to pasa 1 f 9 Iri>su E="WAM. must allow mmova! of#* SQ. D wnhcuf spililiv the col[ a W, *Ow* 4,. Re�xm malintemoce in amord6nce With Stshdard Spe&ta0w 8-01 3(15) STD. PLAN 216-30 PUTKIC WOIX,� CATC04 MASON FILTM* DEPAR'rNCEN'T NTS C2.01 C3.67 NTS lc2.01 C3.67 % AS31, POPE ALLOWANC46 s N Plift NAT91*11,U elliqonm x i. No" . 4iikaiiiffiwl 10i NTS kDRAINAGE GOATE FRAMif .......... n� F. . .......... .. gg iN W'CE WATER 11 U 02.31 I C3.07 111�� 4 V. 0 NOW~IMM 2, The: SIGD 01v11 have abW10in high-fov Wilef Syoy 1(ow veftw to pasa 1 f 9 Iri>su E="WAM. must allow mmova! of#* SQ. D wnhcuf spililiv the col[ a W, *Ow* 4,. Re�xm malintemoce in amord6nce With Stshdard Spe&ta0w 8-01 3(15) STD. PLAN 216-30 PUTKIC WOIX,� CATC04 MASON FILTM* DEPAR'rNCEN'T NTS C2.01 C3.67 NTS lc2.01 C3.67 V_Z14 RAIR EACH C-ORNEIR I -VI Mot 0. SAR Wit t ALIUMMVIVIt PIHWAAVT SAM 680TW" 3 "*ram SAW" irypliff If D.� [%U 'I'M EN '1' NTS k I k4AX S',GPE� § POPE ALLOWANC46 s Plift NAT91*11,U FIN AME AMD VANED G*ATE i. . ................... .......... tam P 1,N- 0 CWCA' C T E ................ ..... ........ ..... ........ AU METAL NPE ... .. ..... UP 127* 4\$TD SPEC 0.0kix", . $010D WALL PVC, ...................... E. t6l PRCiP-LE. W&L NIC 61, UR It 211.1211 SPEC. 9�44� ........... E ............................. C4,*RUGA1W POLYE74YI-ENE 81 CAM SM&A P PE ONE 43 Kw HOOP FC* T HE 4T TWO #_1 B �*:_HOOPS FOR 21 �* Q'iT RIECYANGULAR ADJUSTNUff SIX"Ok may"61 1 As 300WOM 8ftertIffifivt s 1 I010)a MbW sh"A Wi ft PRECMTE SECTM, ftots (placIed wxordi g to ft SUyukut Spsafto6xw), or wire Mesh having a MiNmwm ara,of 0,12 squam twhim po f00 shiNA W ittin asi k0A o minirritum taquiredrabar shown the ALT~VA PASt_'AST "SE SECTION, Wire is be in ovsh sha rot pial the The:-04'"cotA diameter shallnot be Qmatw then 20" Kkowoss1*1 hav� a vM1 thidowss, of r (niolirtiumW 2,150 aiaxinumv P-MV40 a 1, nliiivum U4 betwtvn ft knockout wal and Ow oulaido of ft Abemr dw installied, -wOh. po . A# the gap jo" wvadw in ampm;ia nca $Urldw4 Speefficahoo 9-04,3. A vww 3 The muvllurri iftoth from- the finished gresde to the lo9i!' 0p invelt 4* shail be 6" 9,3 (% kA EACCii WAY 4, The finaaw, &Jd crista musibe OsUbad gar h dw SvW down, P11MCAST "M =CTION TW PMentaa" Sin May haft a r*UnQWC' 4 1 1. y ow, ano the wo ts be siopoo at a rate of 124 orsteaw. 6 The openingshall be measwrod at the 109 of 010 proo" baw 60.0oft. R 1, ADPick i up boul shall bo 94roualed. full after the basin r*s beoftpiacO. 4, 4 Drama oogs and castinp shhall be set in ffx~ in a=rdanm voth V_Z14 RAIR EACH C-ORNEIR I -VI Mot 0. SAR Wit t ALIUMMVIVIt PIHWAAVT SAM 680TW" 3 "*ram SAW" irypliff If D.� [%U 'I'M EN '1' NTS pYr WOM __ -- ---------- ­­ ------- MAKH 2008 C2.41 I C3.07 N--� NOTES 1, CO#MT*N OF use 1.1. REOUIRED Xr, 1,11, THE TOP OFALL SLOPES IN EXC'E'SS OF 3H:: IV AND WITH MORE THAA 20 FEET OF VERTICAL REUCP: I, I ,2 ATI NTERVAI N SP E ON THAT EXCEEDS THE OWENIS10, S ECIFIEDBIELLOW. iki�iN FILOWPATHUNGTH Er I-V 5-1% 0DFEV- 4 TO 140l KTV i2T0!1H-,,1V 1 75•w% 5')�w Z DESIGN AND INSTALLATION 6MCWICAMONS 2.1, FOR SLOPES STEEPER THAN HAV WIT H MORE THAN 10 FEET OF VERTIMRELIEF, BENCHES MAY OF -CONSTRUCT -F-0 09 CLOSER SPACED INTERCEPTOR $WALES; MAY BE USED, THE DESIRE MEASURE MOST BE DESIGNED BY AN 6NGINMR TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND ORTRAP, 22, CONSTRUICTI NL TRAFFIC OVER —lEkWORARY SWAUES SHAL USE IN0141i R. 0 , 3MAINTENANCE STANDARDS a. I QXMA0,E RESULTING FROM RVNCWF OR GONSTRUCTiON ACTiVITY SHALL 5E REPAIRED IMMEDIATELY 3,2, IF THE FACILITY00 NOT REGULARLY RETAiNSTORM RUN-OFF., THE CAPACITY-ANWOR FREQU ENCY Of: 1 HE $WALES $HALL SE INCREASED E NTS gm� PIAW 217.10 1111111"AcKpiroft SWALE 2008 XXWS IN PLUR FADW, SRkLIN SPLI09C.) AT PW6 USE STAPLES "NAE R41", OR ffcu� VALEW TO ATTACA FAMr- TO MMS, V MAX, L PM VACNOVAY K WCI� W F OF VOW BACHM 0 LME? "v. SY u (r-# W"* VA14VE sac Pam. xmrm FW%M ............. mom °I. 0006MM OF use 11 WT FEN IX MAY 1*, U DOVM8LOPE OF ALL NSTORBEO AREA& Z SILT F9"J8ft0TWTFN0f0Tri ::00bCP1*TRATE`.0 FLOWS. WR ISINTENDED TC Ti�REA _E*T WOSTANTIAL AIM04*TS 01OVE-RIAM0 FLCM, ANY C011CENTRATIED FLOW MMT Se CONVEYfED THROUGH THE DOWNAGE SYSTEM TO -4 $W*ENT TW dlk:PONV Z 01110101 AND NVALLATIO111 SP60WCATIOW 2A THE GEOTIEXTLE USED MOST MET THE STANDARD LISTED BELLOW, A COPY OF THIF MAWFACTURERS FAWW SPEC;RCATIONS MOST S.E. AVA4.AMU ON SITE year.. .. ... ... ...... is x sJWf*,JW­.1..1.­ kjmtS"_441. FAUS 4 *KTIM ff.RWftPVM JASW _"nL___ i AMNINWA, SAsftc at n*qu smakesT IA5TU DA&VI .,I Ala, WN i0tTUVI(RAn wmbftupoumw 2.2, STANDARD XTR04TH FABRIC REQURES Wil & SACKING TO :t THE. STRENGTH. OF THE FENCE WPA SACKING OR CLOSER KIST SPAC04 MAY K REQUWM FOR 9XM $TWOGTH FABRiC IFF F*L0 PEAF0RJ1&VOCE WARIRANTS A STROKWR FENCE, 23, WHE14k THE FENCIE IS INSTALLED, THE SLOPE Shftl NOT BE STEEPER THAN 2H11V 2.4, W- A TYPr-AL. SILT ffiNCE IS LJSED: TiE STANDA-*904X4 TREWH MAY NOT HE �WOUCEDAS LONG AS THE 90TTOM 0 INC�SES OF THE SILT FENCE ZS WUL K*20 ANO t&CURE fk A TRENCH nIAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO RYPASS OR UNDeRMIN5 THE it,.T Pot(* 1. %A#PVkAMW STANDAIRM 11AW DAMPOE SKALL SE REPAIR WW�NiATILLY, 34, fli* F0", TH10y MUST St AI'MACEPMD AND COWEYED TO A SEDIMENT TRAP OR POND, iT S *".IAW� 1004" y#* 0"14, $40E V TIS pp,* 4 F1W.IX CLOGGING AND ACTING ASAI tT E TO: FLOW AND T40CCA~ QAANW,0ZATK-* C# IFLOV0 PARA4 E, to'r4 T*55 OCCU00, REPLACE THE FENCE OR REMOVED THE TRAP 96AWNT_ rIG 14Sao*, w N*w r* I-NOOF-o W4E-,N S*4**W -9:6 MIT"TO 42TRAVI �FASR� ffle-olt)(Tlts) Hiks VICTERKMA-171ED OW OLET 01iftAKDOWN, lIT SHALL SE ftPLACe C. 214.00 KHRUC - zik - DrPk1trMEN'r MANC COR STD NTS EX1ISY ip.NGI :LL, f, AC� EIINZ[,� D0 INOT C; STJRB BLECKV C2.01 I C3.07 rivA y LAN"GE" (0-N TOP wi,74- H ND F 2 1.4,1- & 1 ­BL14U� FLANGL NV W/_`,"'TA�1 2" E;,FT,4 ........... W, LA X­T� 41-:1 ... ... ....... �N� , CU- I �NG 9�� FiL'l 44D U �J Mp, r1`t_0C_,X & I,-) i4,14, ­ l I + ANHI'­% IAL SPCDC)L'S C �4ALL -N, NE. N B Y ' 3 fit; ES CONNECTION TO WATER MAIN .... ....... . ................................................... EXISTING TEE OR END LINE CAP V A Sew%• -t'4 V%-*�,J -,t rT� �17- " C2.01 C3.67 t. A11. 1 1 WW It *6 C2.61 I C3.07 %­ 10, i16 PERMIT DRAWINGS Drawing Title STANDARD DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 912512015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No 3n07 k I k4AX S',GPE� A — -- — — — -------------- pYr WOM __ -- ---------- ­­ ------- MAKH 2008 C2.41 I C3.07 N--� NOTES 1, CO#MT*N OF use 1.1. REOUIRED Xr, 1,11, THE TOP OFALL SLOPES IN EXC'E'SS OF 3H:: IV AND WITH MORE THAA 20 FEET OF VERTICAL REUCP: I, I ,2 ATI NTERVAI N SP E ON THAT EXCEEDS THE OWENIS10, S ECIFIEDBIELLOW. iki�iN FILOWPATHUNGTH Er I-V 5-1% 0DFEV- 4 TO 140l KTV i2T0!1H-,,1V 1 75•w% 5')�w Z DESIGN AND INSTALLATION 6MCWICAMONS 2.1, FOR SLOPES STEEPER THAN HAV WIT H MORE THAN 10 FEET OF VERTIMRELIEF, BENCHES MAY OF -CONSTRUCT -F-0 09 CLOSER SPACED INTERCEPTOR $WALES; MAY BE USED, THE DESIRE MEASURE MOST BE DESIGNED BY AN 6NGINMR TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND ORTRAP, 22, CONSTRUICTI NL TRAFFIC OVER —lEkWORARY SWAUES SHAL USE IN0141i R. 0 , 3MAINTENANCE STANDARDS a. I QXMA0,E RESULTING FROM RVNCWF OR GONSTRUCTiON ACTiVITY SHALL 5E REPAIRED IMMEDIATELY 3,2, IF THE FACILITY00 NOT REGULARLY RETAiNSTORM RUN-OFF., THE CAPACITY-ANWOR FREQU ENCY Of: 1 HE $WALES $HALL SE INCREASED E NTS gm� PIAW 217.10 1111111"AcKpiroft SWALE 2008 XXWS IN PLUR FADW, SRkLIN SPLI09C.) AT PW6 USE STAPLES "NAE R41", OR ffcu� VALEW TO ATTACA FAMr- TO MMS, V MAX, L PM VACNOVAY K WCI� W F OF VOW BACHM 0 LME? "v. SY u (r-# W"* VA14VE sac Pam. xmrm FW%M ............. mom °I. 0006MM OF use 11 WT FEN IX MAY 1*, U DOVM8LOPE OF ALL NSTORBEO AREA& Z SILT F9"J8ft0TWTFN0f0Tri ::00bCP1*TRATE`.0 FLOWS. WR ISINTENDED TC Ti�REA _E*T WOSTANTIAL AIM04*TS 01OVE-RIAM0 FLCM, ANY C011CENTRATIED FLOW MMT Se CONVEYfED THROUGH THE DOWNAGE SYSTEM TO -4 $W*ENT TW dlk:PONV Z 01110101 AND NVALLATIO111 SP60WCATIOW 2A THE GEOTIEXTLE USED MOST MET THE STANDARD LISTED BELLOW, A COPY OF THIF MAWFACTURERS FAWW SPEC;RCATIONS MOST S.E. AVA4.AMU ON SITE year.. .. ... ... ...... is x sJWf*,JW­.1..1.­ kjmtS"_441. FAUS 4 *KTIM ff.RWftPVM JASW _"nL___ i AMNINWA, SAsftc at n*qu smakesT IA5TU DA&VI .,I Ala, WN i0tTUVI(RAn wmbftupoumw 2.2, STANDARD XTR04TH FABRIC REQURES Wil & SACKING TO :t THE. STRENGTH. OF THE FENCE WPA SACKING OR CLOSER KIST SPAC04 MAY K REQUWM FOR 9XM $TWOGTH FABRiC IFF F*L0 PEAF0RJ1&VOCE WARIRANTS A STROKWR FENCE, 23, WHE14k THE FENCIE IS INSTALLED, THE SLOPE Shftl NOT BE STEEPER THAN 2H11V 2.4, W- A TYPr-AL. SILT ffiNCE IS LJSED: TiE STANDA-*904X4 TREWH MAY NOT HE �WOUCEDAS LONG AS THE 90TTOM 0 INC�SES OF THE SILT FENCE ZS WUL K*20 ANO t&CURE fk A TRENCH nIAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO RYPASS OR UNDeRMIN5 THE it,.T Pot(* 1. %A#PVkAMW STANDAIRM 11AW DAMPOE SKALL SE REPAIR WW�NiATILLY, 34, fli* F0", TH10y MUST St AI'MACEPMD AND COWEYED TO A SEDIMENT TRAP OR POND, iT S *".IAW� 1004" y#* 0"14, $40E V TIS pp,* 4 F1W.IX CLOGGING AND ACTING ASAI tT E TO: FLOW AND T40CCA~ QAANW,0ZATK-* C# IFLOV0 PARA4 E, to'r4 T*55 OCCU00, REPLACE THE FENCE OR REMOVED THE TRAP 96AWNT_ rIG 14Sao*, w N*w r* I-NOOF-o W4E-,N S*4**W -9:6 MIT"TO 42TRAVI �FASR� ffle-olt)(Tlts) Hiks VICTERKMA-171ED OW OLET 01iftAKDOWN, lIT SHALL SE ftPLACe C. 214.00 KHRUC - zik - DrPk1trMEN'r MANC COR STD NTS EX1ISY ip.NGI :LL, f, AC� EIINZ[,� D0 INOT C; STJRB BLECKV C2.01 I C3.07 rivA y LAN"GE" (0-N TOP wi,74- H ND F 2 1.4,1- & 1 ­BL14U� FLANGL NV W/_`,"'TA�1 2" E;,FT,4 ........... W, LA X­T� 41-:1 ... ... ....... �N� , CU- I �NG 9�� FiL'l 44D U �J Mp, r1`t_0C_,X & I,-) i4,14, ­ l I + ANHI'­% IAL SPCDC)L'S C �4ALL -N, NE. N B Y ' 3 fit; ES CONNECTION TO WATER MAIN .... ....... . ................................................... EXISTING TEE OR END LINE CAP V A Sew%• -t'4 V%-*�,J -,t rT� �17- " C2.01 C3.67 t. A11. 1 1 WW It *6 C2.61 I C3.07 %­ 10, i16 PERMIT DRAWINGS Drawing Title STANDARD DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 912512015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No 3n07 VA14VE sac Pam. xmrm FW%M ............. mom °I. 0006MM OF use 11 WT FEN IX MAY 1*, U DOVM8LOPE OF ALL NSTORBEO AREA& Z SILT F9"J8ft0TWTFN0f0Tri ::00bCP1*TRATE`.0 FLOWS. WR ISINTENDED TC Ti�REA _E*T WOSTANTIAL AIM04*TS 01OVE-RIAM0 FLCM, ANY C011CENTRATIED FLOW MMT Se CONVEYfED THROUGH THE DOWNAGE SYSTEM TO -4 $W*ENT TW dlk:PONV Z 01110101 AND NVALLATIO111 SP60WCATIOW 2A THE GEOTIEXTLE USED MOST MET THE STANDARD LISTED BELLOW, A COPY OF THIF MAWFACTURERS FAWW SPEC;RCATIONS MOST S.E. AVA4.AMU ON SITE year.. .. ... ... ...... is x sJWf*,JW­.1..1.­ kjmtS"_441. FAUS 4 *KTIM ff.RWftPVM JASW _"nL___ i AMNINWA, SAsftc at n*qu smakesT IA5TU DA&VI .,I Ala, WN i0tTUVI(RAn wmbftupoumw 2.2, STANDARD XTR04TH FABRIC REQURES Wil & SACKING TO :t THE. STRENGTH. OF THE FENCE WPA SACKING OR CLOSER KIST SPAC04 MAY K REQUWM FOR 9XM $TWOGTH FABRiC IFF F*L0 PEAF0RJ1&VOCE WARIRANTS A STROKWR FENCE, 23, WHE14k THE FENCIE IS INSTALLED, THE SLOPE Shftl NOT BE STEEPER THAN 2H11V 2.4, W- A TYPr-AL. SILT ffiNCE IS LJSED: TiE STANDA-*904X4 TREWH MAY NOT HE �WOUCEDAS LONG AS THE 90TTOM 0 INC�SES OF THE SILT FENCE ZS WUL K*20 ANO t&CURE fk A TRENCH nIAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO RYPASS OR UNDeRMIN5 THE it,.T Pot(* 1. %A#PVkAMW STANDAIRM 11AW DAMPOE SKALL SE REPAIR WW�NiATILLY, 34, fli* F0", TH10y MUST St AI'MACEPMD AND COWEYED TO A SEDIMENT TRAP OR POND, iT S *".IAW� 1004" y#* 0"14, $40E V TIS pp,* 4 F1W.IX CLOGGING AND ACTING ASAI tT E TO: FLOW AND T40CCA~ QAANW,0ZATK-* C# IFLOV0 PARA4 E, to'r4 T*55 OCCU00, REPLACE THE FENCE OR REMOVED THE TRAP 96AWNT_ rIG 14Sao*, w N*w r* I-NOOF-o W4E-,N S*4**W -9:6 MIT"TO 42TRAVI �FASR� ffle-olt)(Tlts) Hiks VICTERKMA-171ED OW OLET 01iftAKDOWN, lIT SHALL SE ftPLACe C. 214.00 KHRUC - zik - DrPk1trMEN'r MANC COR STD NTS EX1ISY ip.NGI :LL, f, AC� EIINZ[,� D0 INOT C; STJRB BLECKV C2.01 I C3.07 rivA y LAN"GE" (0-N TOP wi,74- H ND F 2 1.4,1- & 1 ­BL14U� FLANGL NV W/_`,"'TA�1 2" E;,FT,4 ........... W, LA X­T� 41-:1 ... ... ....... �N� , CU- I �NG 9�� FiL'l 44D U �J Mp, r1`t_0C_,X & I,-) i4,14, ­ l I + ANHI'­% IAL SPCDC)L'S C �4ALL -N, NE. N B Y ' 3 fit; ES CONNECTION TO WATER MAIN .... ....... . ................................................... EXISTING TEE OR END LINE CAP V A Sew%• -t'4 V%-*�,J -,t rT� �17- " C2.01 C3.67 t. A11. 1 1 WW It *6 C2.61 I C3.07 %­ 10, i16 PERMIT DRAWINGS Drawing Title STANDARD DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date Permit 912512015 Revisions Drawn by TDY Checked by SDH Date 9/2912015 Project No 212033 Consultant Project No Owner Project No Drawing No 3n07