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HomeMy WebLinkAboutMorgan Hill Pump Station - 2004W / j Z 2Wa D?C F 8/ Ap i Jz m Op z rn 6m I r — -- c 1 t ACA 0 -- -- (E) ;a w Z.0 10 0 ';o 0 C) Z I Lmi3 CIO Z l m 1 yO > r -e 140 zee J t Z O / ! _ oqL D mm / w ( for { N m v = f N IR in r :. . . „ `G o 0 Z FN / cl z mxo r i P Z TN T T EET Atl ffffl C) .,{ 'M`s": Z frn A -i 12' i. f cc '^ a F z iii "`•. fNTNE _ y -.. 1 D D D A 6z 6 CNi ` W N C)) c Z ' z / t D jf Z t I • mz mom vN c f V, ONEO pOD O 03 com$g Z >2 o mm .< D= 0 1 ray O z 0 0CY O o o m co N Z N 07 > < ia gF,, J A D N J 01 N A W N ZO A A A A vJ AJ1 N N OAi A)1 yy01 QZ 1v0 O 2O V A N S W N J 47OWN pZ OD O 01 W W j A ono ro ro 00 m N NJNNVWWOUU NV Z W m JWO W N U y y N N O N NN01 N Z N V m m f m F H O A A A f7 A l7 AtgiZZ 1D Qj m r7 W NAJ 0 A A ll A Z ZZ s6 m m m N rn mm i z DATE: MAY 2003 ' I t • Z CITY NOF PORT TOWNSEND t`o :;;Jt TT!! p Q1 ., o SCALE: NOTED O MORGAN HILL BOOSTER STATION DRAWN: M.J.A. 0 cl y AND WATER MAIN IMPROVEMENTS o o,3 7s Y NAL CHECKED: C.B.F. CONSULTING ENGINEERS 317E CONTROL, GRADING, AND PIPING PLAN X01 DEXTER AVENUE NORTH SUITE 200 EXPIRES: 06 -09 -05 No. REVISION DATE APPD APPROVED: D.J.M. SEATiI.E. WASHINGTON 98109 • (206) 284-0860 n vJOINAWN 2O pZ OD O 01 W W j A G OAi N b O tp GZXA m W pipW m U y y N N O N NN01 N Z N V WONAJ 1D N A U W W N A J O W O b N D N m m m N rn m i J 10 J OY m N z DATE: MAY 2003 ' I t • Z CITY NOF PORT TOWNSEND t`o :;;Jt TT!! p Q1 ., o SCALE: NOTED O MORGAN HILL BOOSTER STATION DRAWN: M.J.A. 0 cl y AND WATER MAIN IMPROVEMENTS o o,3 7s Y NAL CHECKED: C.B.F. CONSULTING ENGINEERS 317E CONTROL, GRADING, AND PIPING PLAN X01 DEXTER AVENUE NORTH SUITE 200 EXPIRES: 06 -09 -05 No. REVISION DATE APPD APPROVED: D.J.M. SEATiI.E. WASHINGTON 98109 • (206) 284-0860 JW QZ NOTE$ lO MAINTAIN 10' MIN. SEPARATION BETWEEN WATERANDSEWERMAINS. O CONTRACTOR IS RESPONSIBLE FOR REPAIR OFANYUTILITIESBROKENDURINGCONSTRUCTION. O THE NEW WATER MAIN SHALL CROSS UNDER ALLEXISTINGUTILITIES (EXCEPT SEWER MAIN) UNLESS SHOWN OTHERWISE ON PLANS, MINIMUM COVER SHALL BE X -6'. SIDE SEWER LOCATIONS ARE NOT SHOWN. OS REMOVE VALVE BOXES OF ALL ABANDONED VALVES. FILL VOID WITH CRUSHED SURFACING AND ASPHALT PATCH. TEMPORARY SLOWOFFS ARE REQUIRED FOR EACH STUB FOR FLUSHING BEFORE CONNECTING TO THE EXISTING SYSTEM. 4D THE AMOUNT OF OPEN TRENCH ADJACENT TO THE EXISTINGA.C. WATER MAIN SHALL BE LIMITED TO 100 FEET. SILT FENCE (SEE DETAIL SHEET G-15). 9O STRAW AND HAY BALE BARRIER (SEE DETAIL SHEET G -15). 1® CATCH BASIN INLET PROTECTION (SEE DETAIL SHEET G-15). 11 TRANSFER SERVICES TO NEW WATER MAIN. ALL NOTES DO NOT APPLY TO ALL SHEETS. 1 r W w _. w l PLAN SCALE 1'- 20' -0' f I AFTER TESTING AND APPROVAL OF NEW 12' WATER MAIN, ABANDON EXISTING 6' A.C. WATER MAIN TO NORTH. PLUG AND BLOCK EXISTING GATE VALVE AND REMOVE VALVE BOX. APPROXIMATE WATER MAIN LENGTHS (THIS SHEET), HARRISON STREET 12 -INCH 60 LF Q PROJECT COORDINATES 0 1' 2' TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 4 0 < m N O U O Q 2 pO W W U K 2 dO1/1 n U < o w Zz 0Z g W? to oN W g lili" II Z NN a fQ0 Z s; W W Z DWW cc O W O Ha m N X3 N2 O U J O 4 0 < m N O U O Q 2 pO W W U K 2 dO1/1 n U < SHEET. G -B OF: 17 JOB NO.: 02656 DWG: G6- WATERMAIN Zz 0Z W? W co r. y1 0 to Q a fQ0 0) > SHEET. G -B OF: 17 JOB NO.: 02656 DWG: G6- WATERMAIN Zz 0Z W? W co Z3 0) > W cc O W O Ha m F N2 OZ J O IL W IxLuI-- 0 o Z a 3 o3 zU 0 a SHEET. G -B OF: 17 JOB NO.: 02656 DWG: G6- WATERMAIN NO. NORTHING EASTING COMMENTS 7 414017.25 1168319.34 12' x 8' TEE 8 414134.28 1168223.55 22 1/2' BEND 9 414125.22 1168227.64 22 1/2' BEND 10 414191.25 1168121.51 45' BEND 11 414125.23 1168113.24 22 1/2' BEND M 4 N i m O U C Z B O y wte• Tr rjPOQe . g SHEET: Q -T OF: 17 SOB NO.: 02656 IWG: G7_WATERMAIN w SEE SHEET G -5 a: 1 t z its f t Q cog:' ti liid / zga K `—POLE TO BrHC#D FOR i WATER MAIN INSTALUI J I ' 0 4a N U 6eMEL =18: TYPE 1 F / / _`_ 10 MAINTAIN 10' MIN. SEPARATION BETWEEN WATER Z Sv "- AND SEWER MAINS. > C-15 I.E. =134.8, 8' PERF. VC S a 5 i < g INFILTRATION TRENC _0 1 a INFILTRATION 7 O CONTRACTOR IS RESPONSIBLE FOR REPAIR OF Y o ANY UTILITIES BROKEN DURING CONSTRUCTION. v cc j PC TOLE HELD FOR o V) o u < I t j I WATER MAIN`-msTALIAT10N t J 3 THE NEW WATER MAIN SHALL CROSS UNDER ALL 6 EXISTING UTILITIESINSTALLLFPERF. PVC 1 j 1 ""` SHOWN OTHERWISE SEWER MAIN) aG-12 STORM RAIN, S= 0.000 ( Jj 1 ; ; 2- 8'x45' BENDS, j/ J ! atNFlATIONTRENCH) MJxMJ W ' ' j SDCB N0. 4. TYPE 1 f SHALL BE 3' -6•. W13THRUSTBLOCKS51' SDCB N0. 3, TYPE 1 t RIM EL =139.5 / ® SIDE SEWER LOCATIONS ARE NOT SHOWN. < j RIM 135.2 . 2 e5 LE. =135.5, B' PERF. P1 E G -15 0 I.E= 135.2, 8' PERF. PVC E G -12 r /) SO REMOVE VALVE BOXES OF ALL ABANDONED VALVES. FILL vo i (INFILTRATION TRENCH) f VOID WITH CRUSHED SURFACING AND ASPHALT PATCH. r w INSTALL 30 LF 8' PERF. PVC ffl INSTALL 130 LF © TEMPORARY BLOWOFFS ARE REOUIRED FOR EACH STUB FOR t • 1 STORM DRAIN, S =0.000 f 8• PERF. PVC e5 FLUSHING BEFORE CONNECTING TO THE EXISTING SYSTEM. 5 (INFILTRATION TRENCH) f STORM DRAIN, 5 =0.000 G_t4 zo FIRE HYDRANT ' t 74 ( ( INFILTRATION TRENCH) O7 THE AMOUNT OF OPEN TRENCH ADJACENT TO THE EXISTING SG_14 ASSEMBLY 1 1 JJ A.C. WATER MAIN SHALL BE LIMITED To 100 FEET W I C.P. Nat j } /`- >? x,. . ' ` t © SILT FENCE (SEE DETAIL SHEET G-12). STRAW AND HAY BALE BARRIER (SEE DETAIL SHEET G-12). f n Z ! max" If' CATCH BASIN INLET PROTECTION (SEE DETAIL SHEET G-12). w d 40 -.._ -- .._— s— f 11 TRANSFER SERVICES TO NEW WATER MAIN. Z SDCB JO. 1. TYPE 1 t k --'-`"- ._ "`-- ,- 1 s^`"`.^.. "# m 5 RIM EL i 1 j CROSS UN ?E J Y ALL NOTES DO NOT APPLY TO ALL SHEETS. C-15 LL= 134.8, 8' PERF. PVC N / ppp INFILTRATION ENCH) } EXITMI- F.-.,; F ;- (7 Jf 1 `" M .S ` ?.: W APPROXIMATE WATER MAIN LENGTHS (THIS aHcETl 12 W/ RUS BLOCK I" _ `4 S W CHESTNUT STREET 12 -INCH 260 LF J f L = CHESTNUT STREET B -INCH 100 LF Vy X84Ni- ' RSGV, FLxMJ j ` E STREET 8 -INCH 230 LF co 1- 2' ADA TER, FU MJ t 2 -45' BENDS. MJxMJ Wtkv11W/ THRUST BLOCKS . e 1 -8'x4' REDUCER, PExMJ WC.P. Na3 1 C4V ; ; I.E =139.70 , X PROJECT COORDINATES '1'•se °°>' aft M r O 1r z- oz Z f w 1 j Z3 w> W Q f W J F' 02 < 00 ` 145 ! ~ O z C m Z IL J 6z LL = WmU ! RECORD DRAWING O z Z d 3a4r...e w• ..., .eNtlie Mnwll°o F wla, a 3 In SEE SHEET G -7 DOC NOV. 2004 _ o ° O fV sc M.A.N. ci z C) C B.F. < i enoaca y: 0 zwhz SHEET: G'H PLAN 0 1• 2' OF: 17 SCALE: 1• =20' -0' E TWO INCHES AT FULL SCALE. JOB NO.: 02656 IF NOT, SCALE ACCORDINGLY DWG: G8- WATERMAIN N0. NORTHING FASTING COMMENTS 12 414381.00 1168146.83 12' x 8' TEE 13 414421.04 1168187.54 45' BEND 14 414401.19 1168204.13 45' BEND EMEND JW aZ E m to O Q J Cl C. m N F- 0raJ 30 Z_ Q wH 3 C^ 7 F- J Di Q 0 LA 10NOinZWNZ F- a- Kill SEE SHEET G -10 I /3 j 11 (2' SERVICE) I HOLD POLE FOR WATER /STORM INSTALLATION REMOVE EXISTING 6" V.C. SS-- SANITARY SEWER, INSTALL NEW 6' PVC SANITARY SEWER MAIN. 55 _ CONNECT TO EXISTING 6' PVC SANITARY SEWER W/ 2 -8" 45' BENDS, MJxMJ / `. 6' FLEXIBLE COUPLING W/ THRUST BLOCK CONNECT TO EXISTING 8' D.I. STORM W/ 8' FLEXIBLE REMOVE CAP AND CONCRETI ' COUPLING THRUST EXIS . 8' D.I. WATER MTO EC IN ! ' 1 -8' RSGV, FL.M I ! 1 -8' ADAPTER, FL.MJ o , 1 -8 "x4' REDUCER, MJxMJ 2 -8 45' BENDS, MJ.MJ 9 0 W/ THRUST BLOCKSI175eo' (CONNECT TO EXISTING 4" GATE VALVE) W ( 0 QDj G f \ 1 \ \ O r \ F STgFFT 3 1 I ss gFFT 1 -8' 22 1/2' BEND, Mi.MJ W/ THRUST BLOCK 18 f \\ REMOVE CAP AND CONCRETE THRUST BLOCK AND CONNECT TO EXISTING 8' D.I. 1 -8' SOLID SLEEVE I 3 HIGH \ \ 1 Q. ; 2- N OCK WALL 1 -8' 22 1/2f BEND, MJxMJ W/ THRUST BLOCK / / \ / N -W 3 HIGH 3 AN OCK WALL ll RSGV, FLx J \ 1- 8'1DAPTER, J \ 1 -8' 22 1/2' BEtaID, MJxMJ W/ THRUST BLOCK\ ' \ INSTALL 8 PERF. PVC STORM DRAIN. 5=0.000 l3 1 -8' 90' BEND, FLxFL 15 W/ THRUST BLOCK 1 -8" RSGV, FLxMJ Gs 1 -8 ADAPTER, FLxMJ 1 -8 SOLID SLEEVEW W \ \ ui nn S B NO. 5 TYPE RI EL= 139.50 1.F=135.50, 8- PERF. PVC W O,F• Nab \ \ r \ / 1 WATER MAIN PLAN / TO CROSS SCALE 1'= 20' -0' \ OVER SEWER NOTES 1O MAINTAIN 10' MIN. SEPARATION BETWEEN WATERANDSEWERMAINS, O CONTRACTOR IS RESPONSIBLE FOR REPAIR OFANYUTILITIESBROKENDURINGCONSTRUCTION. O THE NEW WATER MAIN SHALL CROSS UNDER ALLEXISTINGUTILITIES (EXCEPT SEWER MAIN) UNLESSSHOWNOTHERWISEONPLANS. MINIMUM COVER SHALL BE S -6'. SIDE SEWER LOCATIONS ARE NOT SHOWN. OS REMOVE VALVE BOXES OF ALL ABANDONED VALVES. FILLVOIDWITHCRUSHEDSURFACINGANDASPHALTPATCH. TEMPORARY BLOWOFFS ARE REWIRED FOR EACH STUB FORFLUSHINGBEFORECONNECTINGTOTHEEXISTINGSYSTEM. O7 THE AMOUNT OF OPEN TRENCH ADJACENT TO THE EXISTINGA.C. WATER MAIN SHALL BE LIMITED TO 100 FEET. SILT FENCE (SEE DETAIL SHEET G-12). IQ STRAW AND HAY BALE BARRIER (SEE DETAIL SHEET G -12). 1® CATCH BASIN INLET PROTECTION (SEE DETAIL SHEET G-12). 11 TRANSFER SERVICES TO NEW WATER MAIN. ALL NOTES DO NOT APPLY TO ALL SHEETS. Q PROJECT COORDINATES NO. NORTHING EASTING COMMENTS 15 414333.82 1168491.59 1 90' BEND 16 414428.80 1168522.79 22 1/2' BEND 17 414401.69 1168505.08 22 112' BEND APPROXIMATE WATER E STREET MAIN I ENGTHS (THIS sHFEn* B -INCH 85 LF ALBERT STREET 8 -INCH 135 LF OAK ST. 8 -INCH 60 LF (HIGH PRESSURE) OAK ST. 8-INCH 50 LF (LOW PRESSURE) RECORD DRAWING ww W., boa ar.11.01, W-6.swawa «•a. «.....ax 0.* NOV. 2004 or. M.A.N. MOW or. C.B.F. 0 1' 2' TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY O N W $ llGIILd W N w Fj^ w $ z v 4 w$ O W pa (7 q Z J 2 z O o3 4 3NO < m "i O V O a z wW J U K N mU Q CL a 13 OZ Z O WcZ/ w 0, V! N f Z3 Go j Jw Q Z m SDCB NO. S. TYPE 1 1 -4' TEE, FLxFL W/ FU RIM EL =178.50 THRUST BLOCK COUPIPOLETOBEHELDFORI.E- 176.00, 8' PVC S 1 -4' BLIND FLANGE W/ WATERMAIN INSTALLATION THRUST BLOCK 9 INSTALL 20 LF 1 -4' RSGV, FLxMJ A REMOVE EXISTING 8' STORM DRAIN, 1 -4" FLEXIBLE COUPLING2DI.AC14' A.C. WATERMAIN APPROX., S -0.010 1 -8'x4' REDUCER, MJxFL 11 REMFMAINTENANCEW W ' era 11 REMOVE A.C. WATER MAIN APPROX 140 LF REMOVEW TREEEXISTING7 _ An INSTALL 230 LF 8' STORM DRAIN, APPROX. S =0.100 REMOVE 6" V.C. SANITARY SEWER, t' REPLACE W/ 250 LF 6' PVC xSANITARYSEWER CONNECT TO EXISTING SDCB NO. 6, TYPE 1 i t MAINTENANCE HOLE) RIM EL -178.5 J' yI.E.- 175.80, 8' PVC W , LE- 176.90, 8' PVC N I.E.- 175.80, 6' PVC S y 15 LF B' PVC co STORM DRAIN S =0.120 m 8' FLEXIBLE yCOUPLING PLAN SCALE: 1'- 20' -0' PLUG EX3 6 V.C. SEWER AIN "1 8 ' C0. LE 8.70 8" CONC. LE.= 179. &O SS MANHOLE RIM EL= 160,70 i,E.= 173,90 N l 72.80 £ I.E. =17270 S EXISTING INFORMATION BASED ON CITY BASEMAPS, TH FI A/V-* riwo.A 22 1/2' S IT OF PVC N /7t SANITARY SEWER AIN S =0.050 INSTALL SADDLE MAINTENANCE5HOLE 13 RIM EL =183.90 APPROX. LE =176.00 S,N,W TEE AND ER, M&PE NOTES 1O MAINTAIN 10' MIN. SEPARATION BETWEEN WATER AND SEWER MAINS. O CONTRACTOR IS RESPONSIBLE FOR REPAIR OFANYUTILITIESBROKENDURINGCONSTRUCTION. O THE NEW WATER MAIN SHALL CROSS UNDER ALL EXISTING UTILITIES (EXCEPT SEWER MAIN) UNLESS SHOWN OTHERWISE ON PLANS. MINIMUM COVER SHALL BE 3' -6'. SIDE SEWER LOCATIONS ARE NOT SHOWN. SO REMOVE VALVE BOXES OF ALL ABANDONED VALVES. FILLVOIDWITHCRUSHEDSURFACINGANDASPHALTPATCH. TEMPORARY BLOWOFFS ARE REQUIRED FOR EACH STUB FOR FLUSHING BEFORE CONNECTING TO THE EXISTING SYSTEM. 7 THE AMOUNT OF OPEN TRENCH ADJACENT TO THE EXISTINGA.C. WATER MAIN SHALL BE LIMITED TO 100 FEET. SILT FENCE (SEE DETAIL SHEET G-12). 9O STRAW AND HAY BALE BARRIER (SEE DETAIL SHEET G-12). 1® CATCH BASIN INLET PROTECTION (SEE DETAIL SHEET G -12). 11 TRANSFER SERVICES TO NEW WATER MAIN. ALL NOTES DO NOT APPLY TO ALL SHEETS. Y: w Of g$ Of N Lj 8N O s ZW i$ b O Z,W J 'o K? N UW30 yi n p 0 < m -i a = o0 r < G W a A` o u h00h SHEET: G -10 OF: 17 JOB NO.: 02656 DWG: G10- WATERMAIN 0E- Goo OUZZ w= a LuZ3 W 3 D: o 0 W F- C Z a 0 9L J J 6Lu SHEET: G -10 OF: 17 JOB NO.: 02656 DWG: G10- WATERMAIN n i i 1 1 r I I APPP 9 Py 9 f C.P. No. 7 1\ a 1 NO Y 2 -8'x8' TEES, FLxFL PRV ELI V. 200.0 FEET W/ THRUST BLOCKS 6 PRV SETTING APPRO)L 45 PSI 3-8' RSGV. FLxMJ UPSTREAM PRESSURE APPROX 95 PSI 3-8 ADAPTERS. FLxMJ 2 -8' SPOOLS 2- 10'x8• REDUCERS. MJ)dJJ 2 -10• SPOOLS 2 -10' FLEXIBLE COUPLINGS, A.C. x D.I. 2 -8. 9(r BENDS. MJxMJ W/ THRUST BLOCKS 1 — PRV STATION (GC SYSTEMS) THE SURVEY INFORMATION FOR RIGHT —OF —WAY 6', 4' MA)OMUM VAULT DEPTHPROPERTYLINESANDTOPOGRAPHICDATASHOWNMADISONPRVSTATIONINSTALLTOMATCHE)OSTING GRADEHERONWASPROVIDEDBYVANALLERSURVEYING. SCALE: 1•- 20' -0' 1! f EMSTNG INFORMATION BASED ON CITY BASEMAPS s i A 1 / i YCC/ 1 C, V. 1 L 1 \ 2-6'x6' TEES. FLxFL co RECORD DRAWING W/ THRUST BLOCKS W rwwx,.. 0-" t.&" 4-6' RSGV, FLxMJ W d 2 -6' ADAPTERS, FLxMJ W> DON NOV. 2004 2 -6' TRANSITION COUPLINGS, DIxAC h, M.A.N. 2 -6' 90' BENDS, M&MJ MJ d CbNk + K G.B F. W/ THRUST BLOCKS G) m 0 1• 2• TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 1 -PRV STATION (G.C. SYSTEMS) 0— F 6', 4' MAXIMUM VAULT DEPTH MR INSTALL TO MATCH EXISTING GRADE NO7FS IL j 2 PRV ELEV. 200.0 FEET W 6• PRV SETTING APPROX. 45 PSI vO} I— UPSTREAM PRESSURE APPROX 95 PSI v3 J/ J f MONROE PRV STATION SCALE: 1' =2W -0• r f / / EXSnNG SANITARY SEWER MANHOLE co RECORD DRAWING W? W rwwx,.. 0-" t.&" co W d Z3 W> DON NOV. 2004 h, M.A.N. o MJ d CbNk + K G.B F. H G) m 0 1• 2• TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY o 0 W N Z8 Z3 v Z gmW = O9J F `O Nz ; 0 O Z e Ii U OK U K S dDv) o U < OQ y90 Z= ZR co W? W co WZ3W> o MJ d ZHG) m 0 0— F O MR IL j 2 d N. W vO} I— v3 SHEET: Q -11 OF: 17 JOB NO.: 02656 DWG: G l-PRV COUNTY RAID* 3` DiA — COUNTY Ct; a F o7 r TANK I' I YELLCW FA: :NT_i;_ PP i cl4 ED 1201 y _.`_ E - iT:CAL LC...:.C. _ i f A i fREEDSTREETi i. 1 -2' TAPPING SADDLE 1 -2' RSGV 6" PVC zi PRESSURE 4 e TRANSMITTER G-14 VAULT CA t - - - --f— X - -i3 j I i 1 Irf I FJ, 1 t CONCRETE PAD. SEE SHEET M -5. Z 0) CLEAR. GRUB & WASTEHAUL DISPOSE TO A WIDTH FROM — •^.CNC'r.ET` Slip PEESSURE HYDRO - PNEUMATIC TANK FENCE TO EDGE OF RESERVOIR (18't) AND TO A LENGTH .._ . E. T P. RECD Ds'b> ST:AiI\ AND FRP BUILDING. OF 5 FT SOUTH OF THE FRP BUILDING TO THE AC SEE SHEET M -5. PAVEMENT EDGE OF REED STREET (175 ±) THE TOP 6' OF ui SURFACE AND REPLACE WITH CRUSHED SURFACING TOP Z3 COURSE COMPACTED TO A DEPTH OF 6'. GRAVEL Z SURFACING SHALL BE PLACED AFTER ALL CONSTRUCTION oc O ACTIVITIES (FOUNDATIONS. BACKFILL. ETC.) HAVE BEEN COMPLETED AND ACCEPTED BY THE ENGINEER. SITE PLAN SCALE: 1' =10' RECORD DRAWING Dew NOV. 2004 a . M.A.N. CAN Dr. C.B.F. 0 1' 2' TWO INCHES AT FULL SCALE. IF NOT. SCALE ACCORDINGLY o w o U) g ° w $w„ z zga O a z =g U ° ig o L` s N {.. 0 O Oz W C w aa0zxa W U < tiv;oi ° rd 8 o 4r 0Q, 110 SHEET: G -17 OF: 17 JOB NO.: 02656 DWG: G15 -HPM TAN Z 0) FOZZ, oW = ui Z3 Z 3 oc O F--IL zrn2 O J2d co Q 1- a d LL.o W C p ZH o a< 3 Z5 U. 0Q SHEET: G -17 OF: 17 JOB NO.: 02656 DWG: G15 -HPM TAN