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HomeMy WebLinkAboutzW-0450SetCITY OF RENTON DEPARTMENT OF ENGINEERING WARREN C. GONNASON -DIRECTOR OF PUBLIC WORKS PREPARED BY= GARDNER ENGINEERS, INC. ARCTIC BUILDING PENTHOUSE SEATTLE, WASHINGTON 98104 Laks W- shmgtan City H ®n VICINITY MAP O Feet O 4? 2 2 Miles SCALE PROJECT LOCATION SHEET CIO. TITLE I TITLE SHEET 2 SITE PLAN 3 STRUCTURE PLAN 4 PIPING PLAN 5 ELECTRICAL PLAN 5 DETAILS 7 DISCHARGE LINE �?e 9 -Zi -9? Q 4 -22-71 W 450 CITY OF RENT ® N DEPAP.TMENT OF ENGINEERING W —450 TALBOT HILL PUMP STATION TITLE SHEET �y/ GNED NI DgTF 17 5 —%S FILE NO. Vy A50 NN M AS Staowr ;KED —D .—A.— LOVED ua cT °�'— —ilr !SHEET I OF? *_ df17 NO. REVISION �?e 9 -Zi -9? Q 4 -22-71 W 450 CITY OF RENT ® N DEPAP.TMENT OF ENGINEERING W —450 TALBOT HILL PUMP STATION TITLE SHEET �y/ GNED NI DgTF 17 5 —%S FILE NO. Vy A50 NN M AS Staowr ;KED —D .—A.— LOVED ua cT °�'— —ilr !SHEET I OF? GROUND 16l' 1_ TO PUMP STA. y /GHPRESSURE DISCHARGE 7'- RUN SHACKLES SHACKLES 4'-1`4 ' TO IC' BEND ICI ITH 7 7O LOGS AT i ' u VALVE. ? -12 14 S' / � �EkIST L4 X IZ "TEE CHAMC•EP, (SENDS M. I, ti tt7EP NE. \N PIPE _ VERTICAL I' NORTH I. BEGN LONCRETE - ENI_ASEIv,ErEv;� I 1 3' ELEV. 21CONLRETE --LEGEND O THIS CONTRK PIPE - - 1S0,a,' RNCASrLM.ENT WATER LINES —D — STOR;\A 9RF\IN•S Iz" G0NC, PIPE HZ' 90' BEND I�.�. FULL LENGTH -32 r GAS LINES —� VALVES EXIST. - z" COVED, OVER RODS IZ" ST KLL �— EXIST SEE ELEVAT f ON HIGH PRESSI D1KH AGE LINE EL_EVA ION FOR DETA.L , DISCHARGE LJ VERTICAL "BENDS � q i� I f � EXIST A � R vALV E SF NG M.S. J' RISER /� T x -Ii" 90° BENDS1 MJ 1 I x E I_ 168-5- EXIST EL. 164.-7 F`OOR F_a- Ibg STAT 10W_l gU L_U I.\I Z j � U P\j IV, P --LEGEND EX.1ST ING THIS CONTRK WATER LINES —D — STOR;\A 9RF\IN•S Iz" G0NC, PIPE G GAS LINES —� VALVES LJ VERTICAL "BENDS � q i� I f � EXIST A � R vALV E SF NG M.S. J' RISER /� T x -Ii" 90° BENDS1 MJ 1 I x E I_ 168-5- EXIST EL. 164.-7 F`OOR F_a- Ibg STAT 10W_l gU L_U I.\I Z j � U P\j IV, P ` s - PUMP S DISCHARGE �— 145- >3ENi35{ " ct VER?'._1• '04NECT Ta X ts�l II EL. - ib.a r -7' T 'r 1- (!'TEE Mix FG- " SLEEVE 1 CL.3:) i I 17r - I -h" GATE. I, LVE M3 x PL X 1 ', " t- a" x6" RED �GER MS -,,PE, ?E. 0 ROCKERY---4 a 173 EXIST- EL. /7Z ? EXISTJNG SHED \ s STORAGE REfVtOVE EAST NOTES I. PAVE AREA INSIDE FEfICE Z "_A.C. OVER 'Z "CRUSHED ROCK i S ' +RE -D ISTRVI I ENn QI= BU�I_DI�� Q�_ Z. ELEVATIONS ARE , TOP F'I N. AC J. STORAGE SATED RECONSTRUCTION ` H MATCH EXtSTING(CoNC. BLO(_1( WDOD), RELOCATE CONTEIVTS AE REQUESTED eY 0WIVER DAT yf,p lOMAL ` 101/0/77 NO. REVISION a N C� v :O \FJ S R' t I I �I I 2ZS't w, ISE-r EDA SITE SI:P (5C:6 Spec') A Am Aft 6 g*7 06A moou BID SCHEDULE I CITY OF RENT O N DEPARTMENT OF ENGINEERING W- 450 TALBOT HILL PUMP STATION ITF PLAN GNED (1'7 DATE f.J 1 i "' ! '� FILE NO NN � L' =KED T SCALE' 1" - 5' FIELD DDUKrADE_ MOVED I SHEET 2 OF 7 `b \ '1 - z o c 0 ft 2G1_o 2 .4" 8 -a _ _J PLAN Z # L'on }. - ! �'op � 1 6oT. , {" apar{' Sy m, orb , g = k�ot'p�ost- tensioning anchors �4- J4" to C. 9. tendon ( 4- 5pace5 e 2' -G PD5T -TENS IONING TENDON PROFILE z d d 3' -0 @ridge cont, i.fYP� d ►( 1 #S t b ea: ed e ea, oF9 fYp• r to "e ridge 4 "Cfyo i' -2 ttypi _extend 2 mn. beyond op'y �#4xg-o 12 fop can on wOf1 ci- + 6 (typ) I % _ I "5x4' -o diag. t4 b ea cor.(1rP�( _IZuCi �s r .o. e. I OA N! O )tnl 1 3'. Gl. 6 n3 I t Tdon spacng T�p i #4 e t2" e.w. 6of. i /} Con'{`. 1nor. a i .. 1 , ea. bond beam 2 Z drip �roove�fyp. hatches ceni'ere�! over p,.m 3s � I bond beam unit' I # 5 hoe. - extend 2 0 a. o ea. side of op'g, i 6" K t2" i1KLA -ALL' file Pressed S +aal Trame d-j � foryono7 floor 0 Heo.d a open end uni� - erou' f i Il me-fo_l -ffr -c�me yrafe 4'1oorin9 o� mo.5onry o- nclnor- 3 ea. � --r,,6 A #5 Vert. d steel �ra.me See sheea 6 for Suction well (+YP•) jpres5ed e stru t��crl defo %/s L t IARc"I. ISl ur peg soil or compacted 9ro,nular fill doorr� w/ L12 "` X 18" louver @t'op 7�oryoncLl floor I - � # 5 vert•, - 3S reo'd SeG pin" for locaflon �l I'5 dowel top4 6.+. yl to II -7 C 'l * 4 a 12 "e.w. P -t*J!f en }ry pOal C gufEer- �� -Cnir exhaust' center over doo �� �� . �_IL0 3 3 3 � _ ,\, F j O O L— air intake I V ROOF PLAN n. t. s. - L 311 C 1. ;' 2 # 5 Ion 3. 6oT'. (i- y pi Ti,.l grade, - Slope away -From 61,13 -clyp) Pert pipe foo t inn drain, all around connecT tc M" drain 2„ Typ -V-0J exhaust hast 1 Qtr R. intake hood w/ bird Screen T- 14" G.S. 601t 4 lnse, 3 re,9'd ea. s ide \ 442" s9. inside \I J -5 + 4- n. moforiZ.ed lou.fer �d L 2x2K I''I, k O -4 ig. air into_ke- air flow / ea, corner w/ 2 toward 5 ;no +ot- / ¢" Golfs 4 flush shells corn +rot C.P -r)+er {3a C-h (20-IV-) GENERAL NOTES All procedures, materials and worlkrnanship Shall conform to +he. Uniform BuLild in j Code ; 19'13 Eclition. [�10 clCt'iI1 and Campo -c. +ion Bockfiil ma- +ei -;J shall be c- {r::e. J,o -ininc mixture of sand and gravel or well cdrmde.d cllamn crc, -shed rock, Matc.r;c I sha11 6e Gompor- i-e.el f-0 35 i. o+ r»o x imu m density. Conc.rafe Vt- roof slab _ di.000 psi f'c 34er concrete= 3500 psi Rein�orce.mc.r\+ ; A,,STm A G 15 groede 40 1 Lap splicrg 3o bar cl;ameter5, Pos}- -pensioning Tendons s o.11 be "1 wire strands conform- in3 }o A57M A416, greaseol a.nd Pla.sfic wra-P pet! for u.nbonded consfrcdc +ion. Ihi{ ia.l Force a_fee locko{ stia(I be 41 !tips per tendon. Tandons shedi 6e S+ressed O f4er c ompresswe sfrengidn re o-c.hes 35ca psi, Slab forms and Shoring 5hu. -li eprrio.in in pkare wn +ii all tendons horde been 5i'res`.�eci. Reinforced Hollow (fin;+ Ma --,enry: Mo..5onry unii-5 sko-it be- 4 "x M" A (-" "kla - All" tile.. Lay in ru.nnin bond. Ose type -5 mor +at- o_nd 2000 psi 9rot- Ex +ee;or joints- Wer -41,ea Joints , In +el -ior ,oirrfs - Con Cave joins, nom_ I ° over hang (fyp ) 9/g °bug as -Fir 11 �� Plyood IJ ¢ 0.lu.m. fraad plai-e In tenor w A -8) -BJ 1.4 Hnrdwood yw E�e_Sartil u ml> Anchor Towall "¢ Golf 9 insert 9.115 ayyle Shelf �� Standard �- F. B. IZ.. 14" alum' all Oro to ! = 1,1„ rc7_FOCe of kall 4y SECTION ELEVATION i 3 -3 Note: Use Phenol - Re5in or Rescorcinol -Resin Glue \ I iur assembly. l n-4- 5. (abinet Hordwa,a Shelf Standcrd5 f 7Bg Sianlev Shelf SupportGlip<_ 4 799 " Pulls QD2 U5 26 " Cd415 *,4s " Hinges ' 15%� U526 CABINET DETAIL 1� • ,� "�t: ' *4 12 "0 -W. - L r lsTR + iG °a REa,ORDS E =F ;, 1 �.. ; l DATE...-7.1-1/ REVISION BY APFF . I I bond beam unit' I # 5 hoe. - extend 2 0 a. o ea. side of op'g, i Pressed S +aal Trame a 0 Heo.d a open end uni� - erou' f i Il me-fo_l -ffr -c�me -a w Q mo.5onry o- nclnor- 3 ea. � --r,,6 A #5 Vert. k O steel �ra.me N d jpres5ed 31 -0 - -11- o x 1 34 �ollow rnet0.` m00 doorr� w/ L12 "` X 18" louver @t'op O of Ckot- ima,Tion Room Coo, only 1 M J.16 DOOR DETAIL r 4-50 A A-- ,, °, QO ^IL IL L 1�6 Ux3x %2 3 -V2 ANCHOR (F3DTH �.t °4@ 9 "W r. o c � � 7 9 %z %z I \ SYM. ABT. �, A —fit — — N 2 4 S 9 "HOP, O.F 4`- 6 6" ❑ /%OLE o/ 1 FIELD C_UT � 4 -6 `< ? � B SE DTI ON \: -C pX x J x s�:TtCIR WELL FLOORING PL&N REMOVABLE gi)TTERFl�f VALVE SAFETY CHAIN OPERATOR ON ZINC COATED Z_p Hool(c FOR EXTENSION 57R. LINK SAFETY CHAIN BONNETS TRADE S ZE i TV. O JIR C.TIO NS r %+ PIPE PAIL �, t rmr. r —``- PANEL - �oOCC.00000000�� N II ,I k--.GRATtNG B W- 450 OPEIV TALBOT HILL PUMP STATION ._. �s. PvMP PANEL S PIMP DESIGNED L7 f'i.' e'M .� DATE GIId % ?7_ FILE NO DRA n - -AG- CHECKED APPROVED SHEET OF-7 REVISION BY IAPPR.'I DATE I \ SYM. ABT. �, A —fit — — N 2 4 S 9 "HOP, O.F 4`- 6 6" ❑ /%OLE o/ 1 FIELD C_UT � 4 -6 `< ? � B SE DTI ON \: -C pX x J x s�:TtCIR WELL FLOORING PL&N REMOVABLE gi)TTERFl�f VALVE SAFETY CHAIN OPERATOR ON ZINC COATED Z_p Hool(c FOR EXTENSION 57R. LINK SAFETY CHAIN BONNETS TRADE S ZE i TV. O JIR C.TIO NS r %+ PIPE PAIL �, t rmr. r G� 2)(2X' /4 CLIP L t —BOLT TO FRAMING/ %,N ITA VA' ¢ 3DLT FLOOR I LAI>DEP? T OP DETA 34ACHET ? -' %z "ANCHOR BOLTS / ° I j 1 S OD �� j 1 r..�`75 -4 ` 12" DOWEL 6 "SLAB I L"'IFI'AlN Il 6 8;, l� �� IIIr1:. 1J1TH VA°" . T EAC.44 RAIL sEcTION A -A " NA ABT _e�7i:1311 DISHARGE .S -I %z ANCHOR BOLTS r o \0 �J PUMP BARREL BASE FLANGE PUMPS I, 2, o-3 PUMPS 5-- 2' -O° IN 17H 4 -!l, A,NCHCR 801-TS i 2 x--'iz° STRAP ( 1 6 ' x FORM To D fI FIT I" {5 BOLT NEOPRENE PAD CONCRETE _FLOOR IZ- / "ANCHORS D+ ail - BOLTS PIPE SUPPORT BLOCK PROVIDE I EA. FOR ;6; 12', Id'+-$" PIPE —``- PANEL - �oOCC.00000000�� CITY OF RENTON r; 1 DEPARTMENT OF ENGINEERING G� 2)(2X' /4 CLIP L t —BOLT TO FRAMING/ %,N ITA VA' ¢ 3DLT FLOOR I LAI>DEP? T OP DETA 34ACHET ? -' %z "ANCHOR BOLTS / ° I j 1 S OD �� j 1 r..�`75 -4 ` 12" DOWEL 6 "SLAB I L"'IFI'AlN Il 6 8;, l� �� IIIr1:. 1J1TH VA°" . T EAC.44 RAIL sEcTION A -A " NA ABT _e�7i:1311 DISHARGE .S -I %z ANCHOR BOLTS r o \0 �J PUMP BARREL BASE FLANGE PUMPS I, 2, o-3 PUMPS 5-- 2' -O° IN 17H 4 -!l, A,NCHCR 801-TS i 2 x--'iz° STRAP ( 1 6 ' x FORM To D fI FIT I" {5 BOLT NEOPRENE PAD CONCRETE _FLOOR IZ- / "ANCHORS D+ ail - BOLTS PIPE SUPPORT BLOCK PROVIDE I EA. FOR ;6; 12', Id'+-$" PIPE ADO Ok r BID SCHEDULE I CITY OF RENTON r; 1 DEPARTMENT OF ENGINEERING „ W- 450 !� TALBOT HILL PUMP STATION ._. �s. DETAILS DESIGNED L7 f'i.' e'M .� DATE GIId % ?7_ FILE NO DRA n - -AG- CHECKED APPROVED SHEET OF-7 REVISION BY IAPPR.'I DATE ME SEE SHEET Z FOR �U_Tic? r L /A't DRAIN LINE EXTENSIONS , f VARIABLE SPEEb p?IVE 10 -0 SUPPLY 411,14-° 7e PUMP C0/.i7 -p01 —Lv y � as t AZ 'r?OVr AF'.S l oN PUMPS Z C 3, -,XP /N7�" id "F ,t'/ OIL TF#H�� j — r -J2 "SL EE ✓E /✓LJ / i CUT Q SWITDRAIN -.I R VALVE -1 EXTEN 6 A80V� II 1 FLOOR &CAP i e3 DKAI N _WAT� SAVER VALVE / �� / ` PAINT zO �{I6l i' I U J/ I 1 JUT iDE W /NDO F I O 1 / r YELLOW!3 CONCRETE a� � BLUE No5c NOM FPEEZE P AD VALVE ,'� Xr'YD:RAA1 % I' 1 I PIPE SUPPORT X 31 HIGH z PPESSJRE St NS /NG All '-� — — - LINE iy 2 „DRAW lt2 TAP PUMP 5 ONl Y -GAGE--- _ N & - ���- ��- - -� - -� FLOOR O �2' DRAEN j n I r , t /8'r 3111 7HRJ FLOOR o I Z I7 I l o SEAL WITH MOSTIC F I� ✓� Y 1 1� - 1 N �M� �f-6 / 7-Fr j 4 VALV; = II Q j rz J BRACISET UNCEY MEl ER J 9 r 2061P-2A / I f „ C� - -4 3 G 5,0 „ �I' + �I I I OBINNEL FIG 194 N0.2 , -3 DRAIN ;a IS RD' TED 45 - - - - -� l p N, \r u -7' l �\ / / € c ?OP✓ °lAN VtE`.✓ CONC. BLOCK -j BLOCK -� �';'I) V ° DRAIN 1 9 '46J' �j 1 / % I - - PJr s✓_= �� o`� ��I ,��vE % F L_C I I OBI A -A Q fl _ P 7z s ~ '11 r �• / -mil �TQ d' F, /JA1P' FL 8 /! n CC �T (D % y 2 Uj� 00kl�l , / E` AIR VALVE CONIC. �i BLOCK /. ABS DRAIN 12 D.I. -y_ �� VRRtiv S D.t =/ r. /o cv _ r .4JG + G f U FLGC.4 EL. \ 2-'f SC FZ c 0 % GRP,TE SLP ,- , /= LANGE' L {� /PE SUPPORT 33 E � CONC- o 1 BLOCK L - -� � 2E. PUMPS - s3 _ W /STRAP SEE -DE.-TAIL SHEET 6 BLOCK /6 PUMP 5 - - - - - -- - - -- - -- - BLOCK VALVE W[ETER KEY SCALE % "= Ir -C" i_ C15) 1 - 1-I” C- ATE' VALVE FL. I_ sq"PRessupE RELIEF VALV6 Fl. CL 250 COUPLINGS KEY F I T T. g fV ;c u�': G I '-i” BUTTE 0 FLY VALVE F 0 2 - IG" BUTTER LY VALVE i I�: 29- c y c 1- IZ" FLEX G IPLI G I J 'D 'IL:,J' Of'i HEA R DISCHAIRG raE P 2e 0 Z 8 BUTT -E VALVT 1 I_ - _ E ADER NEAPS !,2,+3 z 3 0° 12` FLEX �U ING ic. iS t S L PI 0 /i`� CAP R S, L� �- 8" FLEX GsJPL,tJGS 9.0:;'To 8=2-6- 2 P, " GUYEII R-DO v7t ? O Z- i CFfECK VALVES, JS -C _ g S, � F_? ,PE :E_ C � HK °w ?ts" X 8 /fS° WYE CstyEZ _h'D x F; / - 8" CHECK VALVES, SERIES i5-0 2 -,0' Fi. x FLEX SMITH'' 133LAIP BIZ r, f0 " "Fi X, its �Kr9J�LENp trG,' l0" 90 BEND ORDOva, END 0 1 - (o" CHECK V11\1-VE SERIES 125 SL1 l - 8" F/• X FLr`_X CAUPLInIG `;M,ITH %�.qt? 912 /C" GAPGRX D -,M r't� GATE � � j c ! /G" STEEL F;PE +✓PC;;JYE� Y>,rs} ( :21 i ;. © 2 -10" GATE VALV C(AS' 250, /. Q 1 - /;' VicTAL,_IC STY -�z^ 77 pi'AI =S DISCHARGE READER CLASS 45-o "I � /� "x !2 "x /o` Ti' 'ri(E Rr-4ED EttD x %/. 4 0 I - S" GATE VALVE CLASS G50, ; =, 7- IU" VICTALStIC STYE 77 W 6'` F1 xGRC�VcD EW ADAPTER r. " ''' F° k01`wF-D ENV X F✓. x FL. Q I - o' GATE VALVE CLASS /2- F; 1 _ G'/ /Z !b x J,y 4 �(Y 9 CONTROL , �„ ® VtC7flu_ it ; {LE ?7 � 6" v.c 3ENlJ F.. � /d " 90' BLl ✓D 2 - Zf PUIV�P ONTROL VALJ.ES CLASS 2EC F/ B 1 -6" VICT ; /C `TYLE 77 3 o \ - b x F x, b TEE 5TI=1_ ?I, jD `x f " T �E FL CL Z5� xGf G xc1 = /;D x FL. cLJZE FLoUFt Lt1Jc O 1 - 3 ° PUMF CoI�TPOL VAlcJF CLASS 2S0 F1 Q 2 - 16 " ' ✓ICTA1-;C ' TYLE 77 � $` TEL, cAz7 ir?g/V Ft ?°� lb " TF6 : tJuC711- ;kw) FA I %CLO,JJ MFTF/? CLASS FI, xG.E• � 1 -6" B1 i-/ w, -H I "' T4 `� /6 " BL_ � ✓. ?/r N i O TA' 1 J ! 8' FLOW METER PL,41fu END TUs,�7 VicT1i0L1= STYLE -%% 0 g" F/. S,CGL,C-AST /ROiV r I3 1 - l ' AIR, ?ELEASE VALVE 300 r�Sr MAX r� -4" Ft.. x Ft_Ex. CCUPLINGS 9 1 A,,P RELEASE VALVE ✓.50 PEI AAA.1 w /Anc�taFt S r'LS B` 90` 3EsYl3 CAST IRat,/ Fl_ /f� � 7Y ��✓ %_ /L� .' J 3 J E.1" Ft k E ADA? m,5:R - 1' TEE /Yi. v. -.+ F:ii1_:;�sGR C/ 125 FLx CR3G:%E D cti✓ 3/6 To DRAIN A" A5A -Lf� SRC, V z D jG GI {• L /7 x Yq- "PIR RL; -EAR ~� ✓r-V �.� PRES G GALVANIZE AAOI )NT ON VIJAL L i« � c C AIR RF' '!L_ VALVE- << RECv'Dj HOSE. SIBS 3' ABOVE F-LOCR SEE CE TAIL S/;EET 6 .'��:.�tvII it Aiv �;'IA�I 11`1L s BID SCHEDULE 'L • V CITY OF RENTON DEPARTMENT OF ENGINEERING 1N— 450 TALBOT HILL. PUMP STATION PIPING PLAN LOVE^ I SHEET �T OF =- TYPICAL- !li�'CONIVU;TS FOR eLf_-_- TIME LOCK FOR P(MAP5 r-F-AFT ML_ p6 jB W (7l4 FUTURE: USA CONTROL., TZ&N5PCQ-lMMrZ 4e0Yr= Fl" PUMP CONTROL -FK mepwzm6LJNQ -rc- L �-,W- "'Rk" V. - -36 7 c) _Z1 B-I FA +(l -tl tW L- /* F POZ MhU fx� _j ZOO M -41 v L X Ir -2 FUT p 'tea. A� X I I L V ----------- 114 Ll L-f N (7- �,�. m � E) -- z -- o -1" -PA,'IEL B e 5 4= 4--C�OIZO A, C71-4L @ Eeox L-jmi -T- fs-vvrr�-: 4 H2:' IN �=rz vv,&L.LS rz 1N JP-rZM43!5rW,- -M4Kr1 7-� wAr.N S-1 r- Z;-,4gz7-- Ga tu EC;dL M Lear " vz z,= c. - 4102-4CA W//-LIX, C,=NrAc-7- -C3p. —LxvF_R 905 MERCO(Cl 5fNl-rr-H Au k4mr) -Z:L=-!.j-=cTna swrztl ICR D=57 Li-y OPEN Zr-L v opa?4 sw -.SWITCM, A100MATI C TE SWITCS4 SFDT"V4LVE- LjkilTSWJ-,r-4;j NA.L-) PVS = PIL-07 VALVE SOL--MI�10 f) = PaM,- MO-09 STAFCMIZ fl C _77. I-11& V I PIS77 —C-4 i5�� 1 cS A -6, i..'s w,77;4 4 -. 5�OAitCr _j * 4 V 0 I � EFE- D I d - rl-i AA4C., 4,�OA m 2--X-- rp 200A. rte! Ns ZOOA. — I Z5 t p (004. 9✓Lsr "Lua 3o P P=-,,Wmf;F- Lod. -,A 7�1 z A K j a F- c �e j V, S; i 4-2-04-SF1 A L4,:>NC-,/WEL�2 * 7-4-E f -E5 T . 4aov.- -- JRAVlS-"- Of — F-A.NJGL- Ef DESIGNED Jo'- DATE 11-51-760 NI -450. DRAWN JC-,,V J.OT- SCALE-!/2-rl FTMD BO—G- RMASION I BY I AIM DK,-z APPROVED of 7 It —C-4 TE d. -(A 2P V,) gi�g�,Q MC)-rnW-- W171k BID SCHEDULE I P;Pr=- (11CLA-VlL CC.?." tt CjR--ZA) ah I \14-1\1 a 111! pz, I E- L) � G HCORDS CITY OF RENTON DEPARTMENT OF ENGINEERING W- 450 U ATE.. TALBOT HILL PUMP STATION ELECTRICAL PLAN DESIGNED Jo'- DATE 11-51-760 NI -450. DRAWN JC-,,V J.OT- SCALE-!/2-rl FTMD BO—G- RMASION I BY I AIM DK,-z APPROVED of 7 It