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A B D GENERAL 3 DRAWING NO. DRAWING NO. DESCRIPTION GI INDEX OF DRAWINGS 02 LOCATION AND VICINITY MAPS, KEY PLAN G3 GENERAL SYMBOLS G4 STANDARD ABBREVIATIONS G5 PUMPING STATION SITE PLAN G6 PLAN AND PROFILE, STA 0+00 TO 4 +00 G7 PLAN AND PROFILE, STA 4+00 TO 9 +00 GB PLAN AND PROFILE, STA 9+00 TO 14+00 G9 PLAN AND PROFILE, STA 14+00 TO 19+12.33 4 G10 PLAN AND PROFILE, STA 0+00 TO 4+G0 G11 PLAN AND PROFILE, STA 4+00 TO 8 +03.19 G12 PLAN AND PROFILE 16' IRR, STA 17+81.55 TO 21 +80 G13 PIPELINE DETAILS PROCESS AND INSTRUMENTATION 3 DRAWING NO. DESCRIPTION P1 PROCESS SYMBOLS P2 INSTRUMENTATION SYMBOLS AND IDENTIFICATION SYSTEMS P3 ABBREVIATIONS/IDENTIFICATION SYSTEM P4 EFFLUENT DISTRIBUTION PUMPING STRUCTURAL 2 DRAWINO NO. DESCRIPTION S1 GENERAL STRUCTURAL NOTES S2 'TYPICAL CONCRETE DETAILS S3 PLANS S4 SECTIONS S5 DETAILS AND SECTION S6 PLANS AND SECTIONS S7 SECTIONS AND DETAILS '1 A IF)x Row IIIIIIIIIIIIIII) 0 WIN@ mm OE 6t eG C 0 MECHANICAL DRAWING NO. DESCRIPTION M1 MISCELLANEOUS DETAILS M2 PUMPING STATION SITE PLAN M3 PUMPING STATION PLAN AND SECTIONS M4 PARTIAL PLANS AND SECTIONS ELECTRICAL DRAWING NO. DESCRIPTION E1 SYMBOLS AND ABBREVIATIONS E2 SYMBOLS E3 SINGLE LINE DIAGRAM - 1 E4 SINGLE LINE DIAGRAM - 2 E5 CONTROL DIAGRAM E6 PLC 1/0 RACK DIAGRAM E7 PUMPING STATION ELECTRICAL SITE PLAN E8 ELECTRICAL DETAILS E A F � G _ M GENERAL NOTES: 1. THE LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES SHALL YE VERIFIED BY EXCAVATION BEFORE CONSTRUCTION START. 2. THE PIPE JOINTS SHALL BE LOCATED 10 FT EACH SIDE OF ALL EXISTING WAY" ONES. 3. THE LOCATIONS OF UTILI TIES ARE APPROXMATL THE CONTRACTOR SHALT_ VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE RELOCATION WITH UTILITY OWNER. CALL 46 HOURS BEFORE YOU DIG FOR UTILITY LOCATION: 1 -800- 424 -$M 4. CAUTION- EXTREME- HAZARD- OVERHEAD ELECTRCAL SERVICE LINES ARE NOT SHOWN ON THE DRAMINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SMALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED. 5. WHERE EKISTNO MPROM"13 ARE TO BE REPLACED. ALL MATERIALS REQUIRED TO COMPLETE THE WORK SHALL BE NEW AND OF SAME SIZE ARID DIMENSION AS THAT OF THE EXISTING IMPROVELEHNTS, UNLESS OTHERWISE NOTED. 6. ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION SHALL BE RESTORED. EXCEPT WHEN DIRECTED OTHERWISE BY THE PLANS AND SPECIFICATIONS. INS SHALL APPLY TO BOTH PUBLIC AND PRIVATE U71UTIES AND IMPROVEMENTS AT NO ADDITIONAL COST To THE OWNER. 7. ALL EXISIINO UTILITIES NOT SHOWN ON THE DRAWINGS WINCH ARE ENCOUNTERED DURING CONSTRUCTION SHALL BE RESTORED. EXCEPT WHEN DIRECTED OTHERWISE BY THE CONSTRUCTION MANAGER THIS SHALL APPLY TO BOTH PUBLIC AND PRIVATE UTILITIES AND IMPROVEMENT'S AT NO ADDITIONAL COST To INE OWNER. 6 ALL PROPERTY COI N[n RIGHT OF WAY MARKERS, SURVEY MONILVANTS AND FENCES TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL IKE FIRST LOCATED AND REFERENCED BY A SURVEY, THEN RESTORED IN THEIR ORIGINAL LOCATION (SEE SPECIFICATIONS). 9. STA X+X)U THIS INFORMATION IS STREET CENTERLINE STATIONING AND LT OR RT XUf OFFSETS FOR THE CITY OF RENTON USE ONLY. TEMPORARY EROSION CONTROL NOTES: I. APPROVAL OF A TEMPORARY EROSION/SEDRENTATIGN CONTROL PLAN (TESCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ELL.). 2. THE TESCP FACILITIES SHALL BE INSPECTS DALY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEXR CONTINUED FUNCTIONING (KCC 9.04.050 92). 1 STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSIRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT (RCW 46.51.655). 1. ANY PERMANENT REIEI,ED t0MXTENTLON FACUTY USED AS A TEMPORARY SEITLIN0 BASIN SHALL BE MODIFIED PWIATTHH THE HE EROSION CONTROL MEASURES AND SHALT. PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILTY SHALL NOT BE USED AS A TEMPORARY SEI IMO BASH. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. S. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REOUIREO. FAST GERMINATING GRASSES SMALL BE APPLIED AT AN APPROPRIATE RATE. 6. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THMESS OF TOD (2) NOES 7. THE APPLICANT /CONTRACTOR SHALL DESIGN AND CONSTRUCT SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE LATH SECTION 5.4.4. OF THE KCAWDM. As UQ—h Dnvdms �I ftbd p wbl�l Bp�( clip rd ��01 PeoteeeisRUl BBdEw i Al 1111 IV TI I'AIF LKM/MP* # m t T A O 1[udelt�LRf CIF MNrepLlAn OrttL FEB ,993 N,N. 'TAIL 1'4�1� •III' t Brown IIIIIm CIIImwel f. ,.� 4AMI. M'1lf1 •.'N/ 111( !,F Consultants 41•W, . n CAD TEAM MVO BOEING CHILLER CDOLING WATER SUPPLY SYSTEM 69560001.DWG ,UIL II A,. ., VIVI Mt0 .nwnnrl" Seattle, Washington CITY OF` BENIGN c� � A WARBURTON No SCALE INDEX OF ORANANGS Y 1.,,I A>kAl A. f 1 ,• , G1 yvMr, Ir. C""T"UNT or PUBLIC waft" otFM s j 3 W/M 15-93 B C 0 E F C H 6 4 3 2 - n - I 1 •'- 1 4 ( ' 1 ' 1 1 - I - T - I - N - I - 1 - I • I • 1-4 -1 . 1 , I ! I ! -1 5 6 7 1 9 l- I- l-I-r-I-1�I-L'I'L'�'1'I•F•�•1•I 10 11 1«BBNNwwm 12. NMI -- -- _ `� fi !fi iierifili%%ieiNtlIs -1onn elonr then tlrin i "tito6 it in inn to the 4muty, of the OtfaiYI NenmMt, 9Z 23 111`3 CZ ZL IIIIIII�IIIIIIIII�IIIIIIIII) tL 0z a r t 61 91 1.1 91 41 1t Ct at It 01 S • A 9 IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� s 4 E Z 1 INW10 2 1 c' ..I �J�IIi�ITTIN Rl Ao .. L) "»u mm Oe ez ( NMI It t>w :ierifi�d.eo..t is low Clow t>Va tt�! c i notices it is AIM to the 4ality of the ~"I d cnMet. t Le 6iz Sz ♦Z ca as le OZ sL at L► •► at r► cl at it O 6 0 4 M 1l0 lllllllllllllllllll w �lllllll 11 12- c ♦ E z r O ( IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� A A B c ° A E P 0 H CIVIL GENERAL SURVEY CONTROL NOTES � � SOIL B11N 0D AND +"'"` DWO POINT COORD COORD ELEV. NATURAL GROUND OR GRADE DESIGNATION E CS ,; XISTING EQUIPMENT OR ® AT N DESCRIPTION — - — MATERIALS TO BE REMOVED Gg BACKFILL 0 0 AND A 173142.69 HYDRANT 1652897.46 17.155 BRASS 8 v (W/TRAFFIC BADS) l TO BE BURT FOR SEE NOTE 3 B 173149.62 I#M77.06 17.615 BRASS y BEDDING f FUTURE REMOVAL �! ROUND OR DIAMETER ® BURIED VALVE' NEW O6 902 173912.61 1652367.73 126.55 BRASS GRANULAR MATERIAL SUCH AS — NEW FACILITIES (SOLID) L ANGLE CRUSHED ROC( OR GRAVEL DC BURIED VALVE, EXISTING (OR SCREENED) DID 915 173926.23 1452767.22 126.70 PK �•••� EXISTING (OR SCREENED) F PAVEMENT N PLAN 0mm MANHOLE CENTER LINE — — (TYPE AS NOTED) PROPERTY LINE. PHANTOM LINE OR MATCH LINE � PLATE OR PROPERTY LINE — AC PAVEMENT N SECTION C� K} ® BURIED ACCESS VAULT CENTERLINE QQ NOTE DESIGNATION — *— x- FENCE (EXIST SCREENED) ❑ CATCH BASIN OR INLET HIDDEN LINE OR BURIED OR EQUIPMENT DESIGNATIONS PIPING SYSTEMS �-- FUTURE IMPROVEMENTS W� VAIN -+ -I i t t+ RAILROAD 0111 WATER METER OR IRRIG VALVE BOx y EQUIPMENT IS CALLED OUT BY ITS PREFIX PIPING SYSTEMS ARE CALLED OUT BY SIZE WATER SURFACE W/0 WITHOUT FOLLOWED BY A NUMBER, ENCLOSED AS FOLLOWED BY ITS PIPING SYMBOL, ENCLOSED 4 -- 110 — CONTOURS --C UTILITY POLE w /ANCHOII SHOWN: P 1 AS ��: I ->� TTT ARCHITECTURAL / STRUCTURAL 12' PW 4 120.0 EXISTING SPOT ELEVATION O SURVEY MONUMENT PIPE SIZE X -I EQUIPMENT PREFIX PIPNO SYSTEM (OR SCREENED) SURVEY CONTROL PINT [ . _ �_J_ STEEL AND SEE SECTION 13060 OF SPECS) 110.50 FINISH GRADE SPOT ��_ [[[ ��_ (SEE PPNC SYMBOLS ON DIGS P1, P2 AND P3, ELEVATION 52 ; • •_ • REINFORCEMENT NEOPRENE. RUBBER 112.80 75 _` J N SECTION OR PLASTIC SEQUENTIAL NUMBER EXISTING PIPING* (_i2' PW TOP OF CURB ELEVATION 'z /12.00 GUTTER OR GROUND ELEVATION -EI000 COORDINATES W /GRID POINT OF EQUIPMENT lI MORTAR, GROUT OPENING WITH I P 1004 H SWALE OR DEPRESSION \ / - -_ _ _I OR _ GRATING OVER FUTURE EQUIPMENT - -- FUTURE PIPING tY PW LIGHT POLE, EXISTING SCREENED - ~• GRATING OPENING PENING WITH CHECKER • PIPNO SYSTEM DESIGNATIONS FOR EXISTING EDGE OF WATER; FLOWLNE SPAN 4 _ PLATE COVER DO NOT ATE PPE OFSER IC USED. ONLY AND 3 WITH DIRECTIONAL ARROW I1 1L GUARD RAR CHECKER PLATE 3 x1 SLOPE (3 NOR TO 1 vERT). PLAN QS rj Sm WATER STOP MISCELLANEOUS DEVICES TYPICAL SECTION AND DETAIL NUMBERING SYSTEM ti ALUMINUM UTILITY STATION (LETTER. IF 1 VER17, SECTION 1 SLOPE (3 NOR 1T) RR SWATCH �� -�• HANDRAIL OA ANY. DESIGNATES TYPE) (1) SECTION CUT ON ORAWINO M3401 � _ VALVES MECHANICAL HOSE RACK SECTION NUMBER WT OR PILL SLOPE; PIPE AND FITTINGS H, FLOOR DRAM f__ ARROWS POINT DOWN SLOPE i { BALL VALVE (NORMALLY OPEN) SINGLE LIE DOUBLE LINE SINCE LINE DOUBLE LINE �, , XCO CLEANOUT. x- DESIGNATION DRAWING APPEARS L li ANY L J (NOORRMALLY CLOSED) -- �I - FLANGED JOINT ELASTOMER AND FABRIC SECTION CUTTING PLANE LLLL TREES, SHRUBS OR HEDGE �: �{ EXPANSION JOINT O AL WAATER S OL WATER (2) ON DRAINING U3402 THIS SECTION IDENTIFIED 2 BUTTERFLY VALVE � PLAIN OR L:i00VED END E P 1 CHECK VALVE MECHANICAL COUPLING •Ii ELBOW UP O AIR O MEASUREMENT 2GE FOR SECTION NUMBER - ----'� CULVERT PUSH ON. MECHANICAL 2 �Si } OR BALL AND SOCKET li�� -p - PIPE ANCHOR SOLENOID VALVE JOINT f I -- i�I1 —T ELBOW GOWN - DRAWING ON WHICH — _• - -8'S— SANITARY SEVER I ' ' �F" "' SECTION WAS CUT MELDED JOINT I (01 liF UP IN LINE PRESSURE SENSOR (3) � AR MANNER. EXCEPT ATT DETAILS - -- 18'50— STORM DRAIN I PRESSURE BALANCE ARE IDENTIFIED BY LETTER RATHER THAN OPERATED VALVE SLEEVE TYPE BY NUMBER ---- -4WCS— COMMED SEWER - - -- MECHANICAL COUPLING I - - i - TEE DOWN a � PUMP DISCHARGE VALVE ROTAMEIER - -. - -T— TELEPHONE RESTRAINED 'SLEEVE LATERAL UP NOTES -• - -P— ELECTRICITY M, T+ PRESSURE AND VACUUM TYPEPIMECHANICAL CO .r RELIEF VALVE ,�.- .. {�{p- ���y I. SHOWN RHEREON SMA�l7 BE USED ON THE CONTRACT -- •• -4'G— GAS .1 . - FLANGED COUPLING I - I �►p7� LATERAL DOWN O 21X N$11�.T 2. SEE VIINGSWIC C4 FOR ABBRENA110NS l Of DENSITY ELEMENT 1 wl:l VACUUM RELIEF VALVE ADAPTER 3. POINT -B' IS 1075FT EXIST OF PONT *A* ON SW 16TTH ST. —B'W— WATER ( I Y_71L,.41r ---1 CONCENTRIC REDUCER FE FLOW ELEMENT - -.. RESTRAINED FLANGED W Ei COUP LE LEVEL ELEMENT COUPLING ADAPTER ADAPTER --------------- PAVEMENT MAIeWO �I.I PRESSURE RELIEF VALVE I - � � ECCENTRIC REDUCER PE PRESSURE ELEMENT GROOVED END ADAPTER PI PRESSURE INDICATOR (GAUGE) .. PIPE TRACER TAPE FLANGE TE TEMPERATURE ELEMENT TI TEMPERATURE INDICATOR .�u , . . w'' N ., I o �l.. I •r;� 0 1 PATF LKM/MPW *METRO U-idiut7 •1 wbv"Ut.n B•.tU. FES 1993 WOMB WW CddW@l VAD 01 TEAY III - I(I, mi 1a1 Con3u Eta ntS MVO BOEING CHUM COOING WATER SUPPLY SYSTEM 69560003 Seattle, Washington CITY OF RENTON Iwo 220M ♦1.9W,14f• AS N070 «A'YIY. IL, J. wARBURTgI tlIVY IY) GENERAL SYMBOLS G3 n.I. n „ Iro„nn v DIDPMTINCNT OP PUSL1C WONKS HxfwS • /a7 wrws t Jt W/M 15 -93 A B C 0 E F G H I i �� �I�IIIII�IIIIIII�II11111�1111111�111�111�111�111 .11 Il���}��ti ri��r � rr II II�11�111 II�IIII�I III 111,11 I I�III�I�I�III�I�I�II�I�I�II�I�I�II�I�I�I� 0 some mm 1 � 4 5 6 9 10 I 11 wB m 12- i Md!llet �i tfi iieneliLo� Nennont is two clan then the 1 ! • i notices it is doe to the yality of the onisinel document. ! ` It L1 91, B� s • 9 s b c z OE OZ s 0� ►hew O �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�I IIIIIIII�IIIIIIIII�IIII) n J 2 0 e • 1: C3NP CAB CAF CAP CS cc CCP CCSP CD COR cou SID elm CER COP NxN COPM or$ CH CHR a CP CJ CK LPL CKT a0 aD CM CMA CMIC CML CMP SPA CMU A TL Acousnc ITER PIPE IULFATE, ALUMINUM MIND DEICE A IF)x CNO on a COI COL CON CON COMPT CComoo CONE CONN CONT CONVID CONST CPLC CK RR CM COIN CREJ CID CM CT CTIF CIR Cu Cv C� c CYL 0 Do Dt DEC ET D OF pp OppFD OA OIAG DIFF DIM OP Do DIS O MH ON am DO OR DT DW Owl) E EAT EAU E ED EE EF EFF EFFFSS EJ L EECT ELL EMBD [EMIR Er _ LM EPS [am ES Elf EMU IV EX Env EXP EXT B C CENTER POINT (POLYVINYL CNLOREIE 6 RLIBMR EXPANSION LY DIFFUSER EFFLUENT At DAMPER . N, DRAIN x SUPPLY y(�sN 0 CA � V L an EPD IOLIRCES am O10 ORION aan am ow or Owl/ PAYMENT WATER FACE 1. EVOSED EXIOIIOR HAND TIC No HOOT MOPE NOR NO" No NO HH nn HM HOA NOR M M ISO HT HTIL M11 "TV H V "VAC Hw NMITR NZ HYD A D D A C047M CLEANOUT ►A TAB CARBON OXYYM MOT, FACE, FUSE(0), IAN I DEMAND FIN AIR IAN FC UMN COLLECTION FCIL CCOOMMINNI, a a COMPARTMENT [[w CC YOR CONCENTRIC GOAD NCMI1,, ComoDmil .�r,Ci CENTER POINT (POLYVINYL CNLOREIE 6 RLIBMR EXPANSION LY DIFFUSER EFFLUENT At DAMPER . N, DRAIN x SUPPLY y(�sN 0 CA � V L an EPD IOLIRCES am O10 ORION aan am ow or Owl/ PAYMENT WATER FACE 1. EVOSED EXIOIIOR HAND TIC No HOOT MOPE NOR NO" No NO HH nn HM HOA NOR M M ISO HT HTIL M11 "TV H V "VAC Hw NMITR NZ HYD A D D A A f f MOT, FACE, FUSE(0), IAN I IA A AM C CA O OVERALL wlyz f1oN M MIGML11AT01_ _1 oN a a a a mu Mme, p OOR BEAM I IF O OC a ai �CEp1(17AM HLORRIE I IN I INDICATING LAM► O CO M CLEANOUT I INN I INFLUENT INFLUENT S OH C M F I DUUOT CONNECTOR M MET I INTERIOR b ENING TOR M MNITTE N N1TIONME YE C ORF W WON E c M MR I INVERT INMVERT ELEVATION a aT O ODOR REDtNCI AIR NIT, MTNEAD I IT l lSTRUIIFNT TM OODDOIRSSC UNUN ROW LINE ' J• JUNCTION SOX P 'M P PUMP PAVEM Dw �t AiL S JCT J PP[ L J�T P P/C P P�NT orrCM METAL NOTE N NV 4 40 OT PRIND,) P PCP P REINFORCING LION NVA K AMPERE T T C BOTTOM KWAR � KRMAR A Pic P C1RN To P 00 POPE COUPLING P LAIN A PEI P POR Tai Nd 1 SEoaO L LAY L LIAVMO A LA � nJRt P PH P AK A TAT IIONIOROED PPE L LLEEL � �OlK LIMIT � � P PROPORTIONAL '. FLOW BOTCH, FIONWAT L L� l lUINEN1 FEET BASEBOARD P PIC P PERRY ITT lH OEVI PE I VALVE MPH MILCS PER HOUR AUTO MALI /DIV MOTOR a nPLr/Ovm RAL HIGH POINT, M VALK. MILLIVOLT NX MAT RESERVOIR WL 2=1 Lam• N NEUTRAL NORTH tRATLIIE VENT NA NONAUTOMATIC Nom $Dom HYOIIOMOE Y CLOSED Will O11LAO �a NEB HC NOT IN CONTRACT No NORMALLY OPEN, NUMBER NON XES PER ![CORD NI' NAMEPLATE mm NET POSITIVE SUCTION HEAD MRS momma" STEM NTI NOT T ow SCALE NW MORINNEST Brown and Comwo Consultants SsatUe. Washington e c CITY OF RENTON DRIOMMAIRH7• OP PUALIC WOw111 0 �41 ,iC •��i,J:.� E INN FLTER CONCRETE CONCRETE PPE ROAD or WAY STEEL r F 0 N R0 AMON QPDNM TS YD04MAMN SNITCH RP NAM POINT TSE DWAM SMALL END RIM REVOLUTION$ MR MINUTE TV TIRRMOITATNC VALVE R: RAILROAD TWO TYPICAL RTRP REINFORCED TIRRMO><T PLASTIC IJH U� JN UG MY REMOTE TERMINAL LRNT u I ILTIM TE LOAD R/V� RELIEF TT a WAY Rill RARIMNTER LEAM UTILITY POLE ML RMP RAP MNTEI ►PE 34 UNINFOTRUPTIBLE POMER SUPPLY US_ UTILITY STATION UNOERSOM �py�, UNIT SWSTAVON SA S01liMt_ AOII NO0 VAL% SLOPE ,WMK ! !DIAL 110% R V VALAW NT VOLTS, KRTIC.AL VAC VACLIUK VI&TS ALTERNATING SCFM ! lTANOARID C Jtm FEET PER MINUTE VVAR VARIABLE SCR•0 SD 3PIUrM DAMPER, SMOKE OMTOR, vCP 'ATPWM CLAY PPE SAMTMY ARAN, STORM GRAN W VOLLNE DAMPER !M[0 xSOUMTIEDASI, St00NOMY EFFLUENT VDC VOLTS DIRECT CURRENT SECT SEC110M Wit(» VXAMMN S TER N > XLECTOR VLT VAULT SEPARATOR VP VAPOR PRESSURE, VACUUM PUMP sMNT SUPPLY ORRLl, SLMR OATS MI VERTICAL PONT OP NTENECTON ! gnu INCREASER � VERY THROUGH UGH 00{JPLl10 !IM M w VERY ON. SLC SLIDE GATE of scmm SIM SUALFUR w WATER, SOCKOLIT WO& WASHER. M ! SPACE, SET POINT. STATIC W MTN COLUMN SLIP -ON E STOP woo MK�CLlMIOUT va SPACES No 110100 !P[C >> CIFICATIMS KO WW" DMAUST ORIOLE L %� DE rOtTE% SPACING m F FLA SPY so" TCLEMONt WOO 114311t GAS; RR � T pEjEgJpp YMIMI wNM[Tq SRG SAFETY OIp IN a >R ON V SAFETY R4Jp VALVE IS STAINLESS o LW�tM�Y MP WOPM Nq POINT SSl[,11101 .OED C— �J PLANE JOINT SSC SOLD STATE 001NFLAT R MB MINTER SURFACE SiH STANaESI STEEL MT HIUD YM > SLS 1�D Iiitt /11[ UT AK wm >>� Y REGISTER. W24IR ST START, gT AT RMILTIONi wEONT STD STATION, .STORM AIR STD ST STORM GRAIN, S/W M� W VALK FAMIC, D) sTGA STARTNO .Mw BmTIL K NET MATHS R FLOW !m CT STRONq x SPARE OOMOUIT_ (SUn+01 Lim) SUS . SL µ71111U N/ � IrNa0.VETNIIENE LUTE •T SURFACE SUSP SUSPENDED YCO YARD C ENNOUT 3V SOLDIOD VALVE VIR YEAR 7 U we rm6 aT SoCXET1Kt0 2S FORT" SIMTCH S Y GE SWA / NUMBER, POUNDS T TOP To TERMINAL BOx, TV AND BOTTOM 10 AT TOP or ow I DIAMETER, PHASE VAUM TX TOP or cum TCL TOTALLY CAM Top TO TIME MAY READY, TTAAW OK1 I TE TOTALLY DICLOMO. TEMPORARY NOTES: TE TOTALLY ENCLOSED. TEMPERATURE CLEMENT 1. ADDITIONAL ABBREVIATIONS ARE OEM in N NISI Y1.11-t971 TERRAZZO Wit TRANSFORMER t 19 FOR u VEIOYE OF THE DETAILS TA0 TO" AND GROOVE OR IN FO MIAMI N PRESENTED ON 1H IS DRAWIIC TH TNEI�ETER MAY NOT BE REQUIRED AS PART Or TINS CONTRACT. — THICK THRESH THRE TH1U rpa SHOLD1 Tu THREAD LARGE ENO TOA TEST -GK -AUTO TTOC TOP or COMCIKTIE O[ THREADED ONE TO THREDOLET TOIL TOP TOP Or MK TOS TOP or STEEL - 1 TIP TANGENT PONT. TRAP PRIMER, TURNING POINT TTPLX TRIPLE TWO TIMING RELAY, STAR TREAD L TRANS TRANSFORMER To TRANSMITTER - ,. THIS 1RA►I>RI1 S1MTC►N m ` LIO//VPW OMUTRO LfilaMyayLT « LUL »pYW SNLtL FEB r: TEAM MIIIO BOEING CHLLER COOLNO MATER SUPPLY SYSTEM � ROLE MIAF"MN STANDARD ABBREVIATIONS w/M IS-9J C D' i ) N! I' NINfN�IILi1II! T' 1I1In1IT ILlIIT IT, II '�I����'Irl'I�'�'rTI�sf'1'r'I'lip lll'I'IIIqIIIII4if�liy '! Eli! Eli !llolili!ili!ill!l"MM!w�ie �Fi!i M TNI 11/011 r nut if t>tiIi �iesitil� Mcttt�t iw low clew t"S Stile • + ttwticw/ it Is &im to the ywwlity of the or"I wl Mcewwt. 1 OE dz wa Ix 9z sz *a ce to �a OZ et m d.1 wl wt *1 CL at a 01 e e d. ! 9 s y C z a wrl lniilnii�iininii�nnlun�nnluu�nnlun�nnluii�inll LLLL�L IMNLLILItL) .�, L.ILL. �iNLLLL�LLIRLII:!INN I„N,ILN ;.I, NIMNMMI►Y:INI„ M.:IM 1�!.::1 �LL:II ;: I;;;;!;;;; 1:: .,�.::,I.:::I::::I:::a::::,1.:• �ini�niihui�uuluu�unlnu�nnluu�uuluu�nuluul 8 7 2 M i 12- O Brown and Comwo Consultants SsatUe. Washington e c CITY OF RENTON DRIOMMAIRH7• OP PUALIC WOw111 0 �41 ,iC •��i,J:.� E INN FLTER CONCRETE CONCRETE PPE ROAD or WAY STEEL r F 0 N R0 AMON QPDNM TS YD04MAMN SNITCH RP NAM POINT TSE DWAM SMALL END RIM REVOLUTION$ MR MINUTE TV TIRRMOITATNC VALVE R: RAILROAD TWO TYPICAL RTRP REINFORCED TIRRMO><T PLASTIC IJH U� JN UG MY REMOTE TERMINAL LRNT u I ILTIM TE LOAD R/V� RELIEF TT a WAY Rill RARIMNTER LEAM UTILITY POLE ML RMP RAP MNTEI ►PE 34 UNINFOTRUPTIBLE POMER SUPPLY US_ UTILITY STATION UNOERSOM �py�, UNIT SWSTAVON SA S01liMt_ AOII NO0 VAL% SLOPE ,WMK ! !DIAL 110% R V VALAW NT VOLTS, KRTIC.AL VAC VACLIUK VI&TS ALTERNATING SCFM ! lTANOARID C Jtm FEET PER MINUTE VVAR VARIABLE SCR•0 SD 3PIUrM DAMPER, SMOKE OMTOR, vCP 'ATPWM CLAY PPE SAMTMY ARAN, STORM GRAN W VOLLNE DAMPER !M[0 xSOUMTIEDASI, St00NOMY EFFLUENT VDC VOLTS DIRECT CURRENT SECT SEC110M Wit(» VXAMMN S TER N > XLECTOR VLT VAULT SEPARATOR VP VAPOR PRESSURE, VACUUM PUMP sMNT SUPPLY ORRLl, SLMR OATS MI VERTICAL PONT OP NTENECTON ! gnu INCREASER � VERY THROUGH UGH 00{JPLl10 !IM M w VERY ON. SLC SLIDE GATE of scmm SIM SUALFUR w WATER, SOCKOLIT WO& WASHER. M ! SPACE, SET POINT. STATIC W MTN COLUMN SLIP -ON E STOP woo MK�CLlMIOUT va SPACES No 110100 !P[C >> CIFICATIMS KO WW" DMAUST ORIOLE L %� DE rOtTE% SPACING m F FLA SPY so" TCLEMONt WOO 114311t GAS; RR � T pEjEgJpp YMIMI wNM[Tq SRG SAFETY OIp IN a >R ON V SAFETY R4Jp VALVE IS STAINLESS o LW�tM�Y MP WOPM Nq POINT SSl[,11101 .OED C— �J PLANE JOINT SSC SOLD STATE 001NFLAT R MB MINTER SURFACE SiH STANaESI STEEL MT HIUD YM > SLS 1�D Iiitt /11[ UT AK wm >>� Y REGISTER. W24IR ST START, gT AT RMILTIONi wEONT STD STATION, .STORM AIR STD ST STORM GRAIN, S/W M� W VALK FAMIC, D) sTGA STARTNO .Mw BmTIL K NET MATHS R FLOW !m CT STRONq x SPARE OOMOUIT_ (SUn+01 Lim) SUS . SL µ71111U N/ � IrNa0.VETNIIENE LUTE •T SURFACE SUSP SUSPENDED YCO YARD C ENNOUT 3V SOLDIOD VALVE VIR YEAR 7 U we rm6 aT SoCXET1Kt0 2S FORT" SIMTCH S Y GE SWA / NUMBER, POUNDS T TOP To TERMINAL BOx, TV AND BOTTOM 10 AT TOP or ow I DIAMETER, PHASE VAUM TX TOP or cum TCL TOTALLY CAM Top TO TIME MAY READY, TTAAW OK1 I TE TOTALLY DICLOMO. TEMPORARY NOTES: TE TOTALLY ENCLOSED. TEMPERATURE CLEMENT 1. ADDITIONAL ABBREVIATIONS ARE OEM in N NISI Y1.11-t971 TERRAZZO Wit TRANSFORMER t 19 FOR u VEIOYE OF THE DETAILS TA0 TO" AND GROOVE OR IN FO MIAMI N PRESENTED ON 1H IS DRAWIIC TH TNEI�ETER MAY NOT BE REQUIRED AS PART Or TINS CONTRACT. — THICK THRESH THRE TH1U rpa SHOLD1 Tu THREAD LARGE ENO TOA TEST -GK -AUTO TTOC TOP or COMCIKTIE O[ THREADED ONE TO THREDOLET TOIL TOP TOP Or MK TOS TOP or STEEL - 1 TIP TANGENT PONT. TRAP PRIMER, TURNING POINT TTPLX TRIPLE TWO TIMING RELAY, STAR TREAD L TRANS TRANSFORMER To TRANSMITTER - ,. THIS 1RA►I>RI1 S1MTC►N m ` LIO//VPW OMUTRO LfilaMyayLT « LUL »pYW SNLtL FEB r: TEAM MIIIO BOEING CHLLER COOLNO MATER SUPPLY SYSTEM � ROLE MIAF"MN STANDARD ABBREVIATIONS w/M IS-9J C D' i ) N! I' NINfN�IILi1II! T' 1I1In1IT ILlIIT IT, II '�I����'Irl'I�'�'rTI�sf'1'r'I'lip lll'I'IIIqIIIII4if�liy '! Eli! Eli !llolili!ili!ill!l"MM!w�ie �Fi!i M TNI 11/011 r nut if t>tiIi �iesitil� Mcttt�t iw low clew t"S Stile • + ttwticw/ it Is &im to the ywwlity of the or"I wl Mcewwt. 1 OE dz wa Ix 9z sz *a ce to �a OZ et m d.1 wl wt *1 CL at a 01 e e d. ! 9 s y C z a wrl lniilnii�iininii�nnlun�nnluu�nnlun�nnluii�inll LLLL�L IMNLLILItL) .�, L.ILL. �iNLLLL�LLIRLII:!INN I„N,ILN ;.I, NIMNMMI►Y:INI„ M.:IM 1�!.::1 �LL:II ;: I;;;;!;;;; 1:: .,�.::,I.:::I::::I:::a::::,1.:• �ini�niihui�uuluu�unlnu�nnluu�uuluu�nuluul 8 7 2 M i 12- O — THICK THRESH THRE TH1U rpa SHOLD1 Tu THREAD LARGE ENO TOA TEST -GK -AUTO TTOC TOP or COMCIKTIE O[ THREADED ONE TO THREDOLET TOIL TOP TOP Or MK TOS TOP or STEEL - 1 TIP TANGENT PONT. TRAP PRIMER, TURNING POINT TTPLX TRIPLE TWO TIMING RELAY, STAR TREAD L TRANS TRANSFORMER To TRANSMITTER - ,. THIS 1RA►I>RI1 S1MTC►N m ` LIO//VPW OMUTRO LfilaMyayLT « LUL »pYW SNLtL FEB r: TEAM MIIIO BOEING CHLLER COOLNO MATER SUPPLY SYSTEM � ROLE MIAF"MN STANDARD ABBREVIATIONS w/M IS-9J C D' i ) N! I' NINfN�IILi1II! T' 1I1In1IT ILlIIT IT, II '�I����'Irl'I�'�'rTI�sf'1'r'I'lip lll'I'IIIqIIIII4if�liy '! Eli! Eli !llolili!ili!ill!l"MM!w�ie �Fi!i M TNI 11/011 r nut if t>tiIi �iesitil� Mcttt�t iw low clew t"S Stile • + ttwticw/ it Is &im to the ywwlity of the or"I wl Mcewwt. 1 OE dz wa Ix 9z sz *a ce to �a OZ et m d.1 wl wt *1 CL at a 01 e e d. ! 9 s y C z a wrl lniilnii�iininii�nnlun�nnluu�nnlun�nnluii�inll LLLL�L IMNLLILItL) .�, L.ILL. �iNLLLL�LLIRLII:!INN I„N,ILN ;.I, NIMNMMI►Y:INI„ M.:IM 1�!.::1 �LL:II ;: I;;;;!;;;; 1:: .,�.::,I.:::I::::I:::a::::,1.:• �ini�niihui�uuluu�unlnu�nnluu�uuluu�nuluul 8 7 2 M i 12- O C D' i ) N! I' NINfN�IILi1II! T' 1I1In1IT ILlIIT IT, II '�I����'Irl'I�'�'rTI�sf'1'r'I'lip lll'I'IIIqIIIII4if�liy '! Eli! 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WATER SUPPLY SYSTEM Consultants r.,� 1.,.. „n _ 6956(WO5.DMG Seattle, Washington CITY OF RENTON 4 a WARBURTON 1 to PUMPING STATION ,n• A�xAL , • �, IPA. , G5 DEPARTMENT CW PUBLIC WORKS j I ,„ WIM 15 -93 SITE PLAN A B C D E F 0 H ��III�I���I�I�I���I�I�I��rl�l�i���l���li��l��ili. i! illfµt ►Irjr t �► r�rlr�rlr ir�rlr�rl Ilr II�,�I1 1 I1i�i1i�11 11111 111 111 111 111 11111111111 0 1 4 5 - •-- 6 10 11 MIM[/1«i1MM 12- r': 3t tri iiesifiL�/ Meet i� lo" Clow thou tai• • i mice, it in "a to tbo �lity of the ~ml MeumMt. t ; OC Ge ad LZ 93 Ge *a Qt LL it OZ •t W U 91 at 1t Ct tt u 0` f f L � 9 S 1r E Z t wr+ 0 �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� I, I 'S„ 2 I -.j 4a INN mm A ■ 'A90Vo: tE 1.7 . 1� , C / /I N 17 94 4 4 -2-r45' S E 2§ f A-45'0'0' 43- SEND i3 ft'Ff TE 1-4- 4 06 H SE N 17 45' BEND tV '' l 111; � `ii , � � %�`�t', �� XAMAMA" + E I.IS2.341.2658 A-W W V 2-45* EMS 0 . tz- VN ..... ... ....... ..... ... .. ..... . 135: ................ . . ........ ... . . . ..... .. ...... . .... . . .. .. ... ..... 135 130 ........... .. T I . . .... ..... ... ........... . 130 I. q 125 4 so =20(" SEE 125 CHLORINE NOTE 2 120 CONTACT CHANNEL 120 rl S-0.00102 W z 4E 1$7.4 to 115 1E 118.01 110 .......... . A@*Xulft lhswlra 105. . .. . ......... . . 0+00 0+40 0+80 1+20 1+60 2+06 2+'40" 2+86 3+20 3+60 4+00 IDD SCALE: HOW. 1*-20' VOL V-5* - 130104 : 10 UW/MPW JUIMETRO 11kawpamy of met"poli"n %&tug Brown and Caldwell 1-01 Pum, F . EB IN3 CAD TEAM MVO Consultants BOEING CHILLER COMING WATER SUPPLY SYSTEM •%'f 6956GOOB.DWG AS NOTED EFM LINE 0 AS-SMT Tme 6193 Seattle, Washington CITY OF RENTON J. WAWRTON A- -1 � • IA, =7- 1 —1- N PLAN AND PROFILE GG L— I DEPARTMENT OP PUBLIC " W/M 15-93 STA 0+00 TO STA 4+00 A v 8 V- C v 0 v r v v — - v 4 5 'AP ' I NMI if Clow tboa Me IN"N't1ce" it ► to do* to tha' qms"ty of tb* or"Iml docum Ga •e. La 9a se tie 4► 91 21 et U 0 1 1 1 1 1 1 10 1 1 A i A A L 0�c - 1 .9 9.9 is oz at at ct 10 12- v c a I "no 5 NOTES' N 173.678.0201 rf 1.652.3741031• t UTILITY ELEVATION 01PROXIMATIE, NANO EXCAVATE TO LOCATE EXISTINO UTILITIES AFTEIII IDENTIFYING A20* 42' 05' WITH PIPE LOCATOR. 22 1/r SEND 2- TRACK CROSWO MAY BE OPEN CUT WITHIN TIME LIMITATIONS 3KCWIE0 IN SECTION 01014. RESTORE TRACK UNt AND CROSSINO IMPROVEMENT TO ORIMAL CONDITION. 3. FOR CONDUIT CABLE SEE Ell AND TRENCH DETAL 013. SE N 17 45' BEND tV '' l 111; � `ii , � � %�`�t', �� XAMAMA" + E I.IS2.341.2658 A-W W V 2-45* EMS 0 . tz- VN ..... ... ....... ..... ... .. ..... . 135: ................ . . ........ ... . . . ..... .. ...... . .... . . .. .. ... ..... 135 130 ........... .. T I . . .... ..... ... ........... . 130 I. q 125 4 so =20(" SEE 125 CHLORINE NOTE 2 120 CONTACT CHANNEL 120 rl S-0.00102 W z 4E 1$7.4 to 115 1E 118.01 110 .......... . A@*Xulft lhswlra 105. . .. . ......... . . 0+00 0+40 0+80 1+20 1+60 2+06 2+'40" 2+86 3+20 3+60 4+00 IDD SCALE: HOW. 1*-20' VOL V-5* - 130104 : 10 UW/MPW JUIMETRO 11kawpamy of met"poli"n %&tug Brown and Caldwell 1-01 Pum, F . EB IN3 CAD TEAM MVO Consultants BOEING CHILLER COMING WATER SUPPLY SYSTEM •%'f 6956GOOB.DWG AS NOTED EFM LINE 0 AS-SMT Tme 6193 Seattle, Washington CITY OF RENTON J. WAWRTON A- -1 � • IA, =7- 1 —1- N PLAN AND PROFILE GG L— I DEPARTMENT OP PUBLIC " W/M 15-93 STA 0+00 TO STA 4+00 A v 8 V- C v 0 v r v v — - v 4 5 'AP ' I NMI if Clow tboa Me IN"N't1ce" it ► to do* to tha' qms"ty of tb* or"Iml docum Ga •e. La 9a se tie 4► 91 21 et U 0 1 1 1 1 1 1 10 1 1 A i A A L 0�c - 1 .9 9.9 is oz at at ct 10 12- v c a I "no 5 5 4 A B C D L F H NOTES: 44, 11. THIS AREA HAS BEEN LANDSCAPED; RESTORE TO ORIGINAL CONDITION. 2. THE TRENCH SHALL BE EXCAVATED TO AMOX ELEY 123 1 ORNMAL ORI BETSEEN STA 4+45 AND STA +I& BACKFILL AND COWACTED MTH CLASS 91 MATERIAL Nil n5l N �6+45 1- L G, ». Or E I DETAIL 013, 1. 6,2 3. FOR CABLE CONDUITS TS SEE DWO ES AND Tl A 4 D El D -Tr 0' 0" US PIPE LCK-TIM; 225 4. VERIFY WATERLINE ELEVATION. CIDIM PIPE �Ll I _11 I/V SEND 11 1/4' SEND "i T AWALj Will IF LESS THAN IV CLEARANCE. BEND SECTION 30 STA 3+47 104 #4 PAI P'l REST F �r� 1. 1 ,` - -- -. �� -�." i% ./- -, . ,� / - _ l} IS OF 41 + all 'k 4 < 1 105 A 4+00 IT 4+40 0C dc o.d 4+80 6+26 6+60 6+00 6+40 30' EFFR S-0-00714: An Dolk Mwift 6+80 7+20 7+60 8+00 SCALE. HORIZ. 1"-20' VERT. 1*-5• .... .. .... .. ... .. .. ........ . ... . . ........ 140 ........ . .135 ............. . . ...... 130 125 -1Ol120 SEE NOYE 4 2:"- A 44 ........... W z IE; 114.65 .......... ... lit, (Eli• IRA 110 LKM/MPW Brown and Caldwell CAD TEAM I MVO Consultants 8 8/93 Seattle, Washington CITY OF RENTON J. WAR"TON DEPARTMENT OF PUBLIC WORKS C D E v F S NMI it 18""Imm • clew this tbIs "i It Is am to the 402"Ity of tbo or"I"I dwomeme. 0z s► 21 ♦ CL at U 0 s 9 IE 111.78 • 105 8+40 8+80 9+20 WMETRO 111-i cd mobapolitan status EArr FEB IM BOEING CHILLER DOOLING WATER SUPPLY "Um AS NOTED EFFR LINE 695613001M . 'A' 1 N PLAN AND PROFILE G7 W/M 15-93 STA 4+00 TO STA 9+0() v 10 12- ff c a ► "no 5 4 3 2 H bill, a 4 3 A 5 A 0 - 1 A E Ak F A, O H I *� �'. 12 +20 12 +60 13 +00 13+40 SCALE HORIZ 1' °20' VERT. 1' °5' Unlu41 N�IF 1 ^•xnn 5 4 3 130 125 120 2 115 110 105 100 T� 13 +80 14 +20 95 r Brown and Caldwell N07B: LKM/MPW YaG,CI t d W Htan B"ta. IMMINTAO >�, ,v.ri „t�,ln vw FEB t66J Consultants I,t tUt. rri lu u� ,v Y¢� .r f1rt�.�,Y1vMlr CAD TEA„ MPW BOEING CHILLER COOLING WATER SUPPLY SYSTEM •1. 5856000NLDWO 1: "'THE':CONTRACTOR -SMALL DEMat 16 -ltm -m TO CLEAR EASTING .... ...... "" "' "' AS NOTED EFFS AND EFfR LINES dt.. UTILITY CROSSRNCS eY MINIMUM 6 INCHES.. F THE CLEARANCES THE 16 INCH "VU AND THE WATER PIPELINE 15 LESS THAN 1s NCHHEES THE 16 W H MR JOINTS SHALL Ga DEPARTMENT OF PUBLIC WORKS _ .. .. . �— PEL 130 :.. BQ LOCATED IN ACCORDANCE ,MTH THE WOOF STANDARDS (10 FT EACH SIDE OF THE WATER PIPELINE) D E F v ..C_ , !-- a TEL _ t Cla SFT . /p06'E ORADY SR40S W'a G H ........: uA bE,e whDa(: CtEliifiliicES: GRADY WAY 16 fT r•, FT Pn L JJJ IIII�IIIII�I�IIIIIII�IIIIIII�IIIIIII�IIIIIII�IIL I! !lllW 0 t.1M461N6M 1 IIIIt II IIIIIIIli III IIIIII III 1141 lip *t 405 32 FT: . 55'Fti 4 5 6 #3 ^� i 125 3. FOR'CABLE COfDU�T SEE DRAWING EE AND TRENCH G13 _ - _ bras this F Vt- 1 . h • i � S $ a Messsst. • OE dz st az sz sz +,z ! cc as It OZ .�. / . ........ ...... ..... .. .may.. .... .... I .. I I . ... .. ....... `` �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� Y ....... .. ... .. �I =! .!! ' I' I• `- Af ;. 120 C31 i II^ ad-old � t r. 2 p,i,.. I••.lt T t' SEC h ` NOTE 11S 01 g1 -_ -_ ..`.� - - -- - -� -- ,_ - _, §11 NOTE 1 ' -- -"� I 110.. N>rl. - I.E. 111.75 S °O.OU7,4 --------- - -- - -- ... � - �.��. N 30': EFFS S•0 X67 �� i te• r,a LE 111.15 S-0.00072 VZJ I a .. .. . .. $O � I.E. ,,,.G .�.I �I;a Iw F 7.E. ,050 1001 I 9 +00 9 +40 9+80 .. ... .....• .... 10 +20 10 +80 11 +00 11 +40 11 +d0 I *� �'. 12 +20 12 +60 13 +00 13+40 SCALE HORIZ 1' °20' VERT. 1' °5' Unlu41 N�IF 1 ^•xnn 5 4 3 130 125 120 2 115 110 105 100 T� 13 +80 14 +20 95 r Brown and Caldwell 'ir.urn -. „•,w. r11T1, i.' • ..t�r.., ,,.' LKM/MPW YaG,CI t d W Htan B"ta. IMMINTAO >�, ,v.ri „t�,ln vw FEB t66J Consultants I,t tUt. rri lu u� ,v Y¢� .r f1rt�.�,Y1vMlr CAD TEA„ MPW BOEING CHILLER COOLING WATER SUPPLY SYSTEM •1. 5856000NLDWO AS Butt TM0 6h3 Seattle, Washington CITY OF RENTON "" "' "' AS NOTED EFFS AND EFfR LINES dt.. J WARBURTON rw nllu n�.t PLAN AND PROFILE Ga DEPARTMENT OF PUBLIC WORKS W/N ,s -8J STA 9 +00 TO STA 14 +00 A B C D E F v G H IIII�IIIII�I�IIIIIII�IIIIIII�IIIIIII�IIIIIII�IIL I! !lllW 0 t.1M461N6M 1 IIIIt II IIIIIIIli III IIIIII III 1141 lip I I1III1I1IIIII11111IIIII�I�III�IIIIIIIII�IIII 4 5 6 9 10 11 tMMNNIwW11 12- i NMI -i! tlri- iierifilsN Must is loos cloor _ - _ bras this • i s�ties6 it is Ms is the +sslity of the wrisis.t Messsst. • OE dz st az sz sz +,z ! cc as It OZ s11 at L/ st 2I< *t cl at a 01, s s t 9 s o E z �« 10. ` `` �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� 0 IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� ;. A 0 A C A 0 A L A F O H AIN -7 illillillilljllllllllllilljllllllllllllllllI — 111111111111 0�_ IN,, 4 - — -- — — — — -- 22 SEE NOA It"/ CONNE To TO 01 )I&OGOO - 4'Z2� N07 2 T I -Cn3 4 6 18&00 16TH 77= Sr 5'F 1, 65,2.9 2.9 34 - NOTES: : 47-1 4 I. FOR CONDUIT CARS. SEE DWG ES AND TRENCH DETAIL 013. STA 17+81.55 T 2. W Di LINES CONSTRUCTED By OTHERS IMTH 12' _W M (IPX FOR N 173,191. SEPARATION. 16• IRR CONTINUATION E 1.652,1 A- 4 1) 3. TRANSITION FROM 24' PIPE SEPARATION TO 12' D, SEPARATION AT CONNECTION To E)IISTING 30• Di 4W BEND LINES BY mum STA 22+ 3 125 S-O.0b072 120 As SWU Drawbog 81 = ofr 2 110. W z 105 100 IE 107.87 95 0 AS-BUILT A x 14+00 14+40 0 *"of oc ez 9e Seattle. Washington CITY OF RENTON DEPARTMENT OF PUBLIC WORKS C v 0 E ::If ,07.8. 07.15 105 + ^v 100 95 18+60 18+40 16+60, LKM/MPW 411METRO MUFACIP&Hty of matmpautan ftatth FED 1"3 AD TEAMI MVO BOEING CHILLER COOLING WATER SUPPLY SYSTEM 6956GOO9.DVG AS NOTED EI'm AND "m LINES a WARBURTON PLAN AND PROFILE G9 W/m 15 -93 STA 14+00 TO 19+12.33 F 0 v 2 5 4 3 61P 10 12• NMI! If ii-l-a" CLOW ii" tug mice It :18 on to the qm1jt7 of the ~MAL Meet ge *a cc at 19 oz at 91 41 91 91 at u OL 6 • 4 9 9 111 c a 0 jr III llllllllllnul Inllllnlnllllllllnnlnlllllllllulllulllullllnlnlllnll� S-O.0b072 qrl As SWU Drawbog = ofr 14+86 . . . ........ 4+66 18 +40 16+80 i7+'2' 0 17460 SCALE: HORIZ. 1' -20' VERT. 1*-6' Brown and Caldwell Consultants Seattle. Washington CITY OF RENTON DEPARTMENT OF PUBLIC WORKS C v 0 E ::If ,07.8. 07.15 105 + ^v 100 95 18+60 18+40 16+60, LKM/MPW 411METRO MUFACIP&Hty of matmpautan ftatth FED 1"3 AD TEAMI MVO BOEING CHILLER COOLING WATER SUPPLY SYSTEM 6956GOO9.DVG AS NOTED EI'm AND "m LINES a WARBURTON PLAN AND PROFILE G9 W/m 15 -93 STA 14+00 TO 19+12.33 F 0 v 2 5 4 3 61P 10 12• NMI! If ii-l-a" CLOW ii" tug mice It :18 on to the qm1jt7 of the ~MAL Meet ge *a cc at 19 oz at 91 41 91 91 at u OL 6 • 4 9 9 111 c a 0 jr III llllllllllnul Inllllnlnllllllllnnlnlllllllllulllulllullllnlnlllnll� 5 A a A C D E � � A F . o _ H p 0 AS BUILTS A IF)x N HM mm oe ea a 9t gZ Brown and Caldwell Consultants Seattle, Washington C CITY OF RENTON DEPARTMENT OF PUBLIC WORKS D •4IUlA IIrIIF I �. ¢.ri ill• I'VI lM {1M3 � MI lirl�ll E r'�- mug li th iii"fil d dit- is two Clow tbou We 1 i "tics* it is aw to the Nulty of the orulaml Mcumem. t cc Be is 0Z s� 91 at at if I CL at it of s S J 2 LNM/MPW > msTAO : n- runleq.ur;� or wtroDet►4n tr..ttle FEB 7993 rw will' •.All till W: W TEAMI MN) BOEING CHILLER COOLING WATER SUPPLY SYSTEM 6956GO10.0Wo WwM410 AS NOTED fFT'S LINE lvrxnp Y•. J. WANatuRTNkI "IN", IM PLAN AND PROFILE G10 W/M 15 93 STA 0 +00 TO STA 4 +00 III n• F 0 M I . I. I. 1. I 1 11 1-1-1-$-1'1 "1.1.1 10 11 tMMNMNM111 12. IIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�illllllll�lll 110 - SOUTH NEW IE 11442 105 ....... ...:........... .. ..... ...:.... _.. .. ;.: �L �` wis < 100 ` .... ...: i . A�MB p1110�f� 1 ��✓ And Ai I t ................. ............................... ........... ..... ................... ........ 0 +00 0 +40 O +QO 1 +20 1+60 2 +00 2 +40 2 +d0 ............................... J +20 3 +60 4 +00 �. ... ' SCALE: HOR12. 1•.20' VERT. 1'.5' p 0 AS BUILTS A IF)x N HM mm oe ea a 9t gZ Brown and Caldwell Consultants Seattle, Washington C CITY OF RENTON DEPARTMENT OF PUBLIC WORKS D •4IUlA IIrIIF I �. ¢.ri ill• I'VI lM {1M3 � MI lirl�ll E r'�- mug li th iii"fil d dit- is two Clow tbou We 1 i "tics* it is aw to the Nulty of the orulaml Mcumem. t cc Be is 0Z s� 91 at at if I CL at it of s S J 2 LNM/MPW > msTAO : n- runleq.ur;� or wtroDet►4n tr..ttle FEB 7993 rw will' •.All till W: W TEAMI MN) BOEING CHILLER COOLING WATER SUPPLY SYSTEM 6956GO10.0Wo WwM410 AS NOTED fFT'S LINE lvrxnp Y•. J. WANatuRTNkI "IN", IM PLAN AND PROFILE G10 W/M 15 93 STA 0 +00 TO STA 4 +00 III n• F 0 M I . I. I. 1. I 1 11 1-1-1-$-1'1 "1.1.1 10 11 tMMNMNM111 12. IIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�illllllll�lll 5 4 3 2 I A A C A A E A F A 0 A H r'F / �1TC `_' '� N 173,340.62" A- i2W3r IJ 11 1/4 ISEND --------------- JSTA,06+85 Ly 6+00 7+00 -------- --- LONGACRES DR. 3 013 If J, I r I ip 5 4 3 2 I ii"". . T. FEB 1993 Brown and Caldwell Consultants m mmf MYO BOEING CHILLER COOING WATER SUPPLY SYSTEM 69SM11.DWG EFFS UNE 0 AS BUILT Sea"Ie. Wa3hington W -� N4 AS N01M L—W.10, 8/93 CITY OF REN TON` It W~TON — —1*1- 1,, PLAN AND PRORLE Gil DEPARTMENT OF PUBLIC WORKS W/M 15-93 STA 4+00 TO STA 8+03.19 ► A B C v D v F v H 0 NfM6NIp1 1 7 4 10 11 wmwsw&Aw 12- EMS If 181me clear then thl• moticee It to &a to the 40411ty of the Original dloicument. OC ea •d 4a ga ga va cc at It OLP •1 •1 Lt 91 •► tor, ct at 01 • • A 9 9 #1 E a I Pf" 0 a 4 A -A • A . C I A 0 A E A F a H 5 4 3 I. TO- MR VALWS WITH EXTENSON STEM AND VALVE SOX COVERS MOLL HAYS THE LETTERS 'RR'. STA 18+13-20 ...... SEE DET D/MI. .. . ...... ... .............. ..... .............. ....... .......... ... ...... . .. ....... . ............. ............ . ... ............ ............... ...... . .. . . .. .......... .... ...... ... .... .. .... . ...... .. W1 ...... 125:: ............ ...... ................... LL 1W F T. .... ... .... ... .............. ....... ......... ..... . .... . I. ..... . .. ..... ... . .. .... ...... ....... .... .[rA ....m .......... ...... ISMS 125 120: .. ..... ... .... ......... ... ... ...... . .... . .. ........ ...... ......... .. ...... ......... .. .... ........ ....... . . . ....... .... 1..... °.............. ... .. ..... . .... ... . ..... . ... ... .... ........ ... . ........... . .... 120 115 .. ....... ... ... .......... . ..... 4 . ..... . ..... ... ...... ....... :115 2 rci UUU a ff 110 + 2 S.D. .. ... ....... ......... S.0.0,,—ft ......... ......... ... ........................ .... .......... .......... . .. 110 S--0.00273 105 LE 109. 0 110.0 LE 110.1 END OF LLi 105 Too . . ............ .. Ri .100 95 .. ... .. ... .... ... .. .... 95 ......... .. .......... .. ........ .. ....... s.... ........ 17+40 17+80 .. . ... ... .......... ; . . . ....: ................... ........... . ... ... ..... ..... 18+20 18+60 .... 19+00 19+40 19+80 . ... ...... 20+20 a .... . .. .... +00 21+40'' 21+8D 22+20 SCALE: HORM V-20' WAT. 1*-W Dol 15 DAIr- Brown and Caldwell U(M/MPW IF , -,v *METRO M..Wpmy -fustmpbumn 8"tus r FES 1993 111 NO Consultants CAD TEAM I MVO 8"G CKULER WOUND WAIM SUPPLY SYSTEM 9-%"2.DWG 0 AS-BUILT JAT 93 SeaMe. Washington CITY OF RENTON 11104mil"11 LWAR"TCN AS N07M m UWS — PLAN AND PROFILE 16" IRR G12 v 17C 7.p ARTMCNT OF PUBLIC WORKS WIM 13-93 STA 17+81.55 TO STA 21+80 A v 15X 11 Jill 11111111111 t I I I tM?Rfffp tIM 5 NMI' ff ibi Is less CLOW then tide 1110I It is d" to the 4mdItr of tbe orftlmJL document. 0 e I 6a Be LE ga G.z bz ex ac it OZ it •L At 91 21 � I I I I A a 91 U 10 14 wmatomwm 12- w IIi j2l� ,0 0 Jill 111111111 A B C D E F 0 H �. TYPICAL VERTICAL TRENCH - - — TYPICAL UNRpTI11CTED TRENCH i NOT TYPICAL VERTICAL TRENCH TYPICAL UNRESTRICTED TRENCH SEAL SAW CUT LNf -� •• � R[STOIIf AC PAVEMENT STRUCTURAL ZONE I. PAVEMENT RESTORATION SHALL QITEND TO ��— GREATER "•TN A PATCH 3• MN OR 1' /_- CONTRACTOR CAUIED SURFACE DAMAGE OR !EE NOTE I RESTORE UNPAVED SURFACES RESTORE AC/ PAVEMfNt STRUCTURAL 20Nf TO UMIT3 SHOWN WHICHEVER 1S OREATER. TO ORIGINAL CONGTgN 6• / WITH CL •S AC PATCH 3• MIN OR I' AC PAVEMENT GREATER THAN EXISTING. STRUCTURAL ZONE - -- SEE SA CUT LINE 5 RESTORE - -,\ I I r ST PAVEMENT A PL ACO DITIOONN A B !' CRUISED ROCK CLASS J r 2- 6' PUOET � � - I V� STRUCTURAL ZONE POWER CONDUIT 2' PVC J 12' POLY 1M / - PIPE TRACER TAPE CONOIAT S' CRUSHED ROCK L �� AB VE PUKED 12' TYPE 'A, CLASS J P{ -- ABOVE PIPE (TYP) PIT RUN 2 -6' PVC VARIES 12' (TYP) 12• / >,PUOET PON" 2• PVC TELEMENTRY SILOPING �- 24' - 12• SIDq ALT 2- a PVC J CONDUIT (�) I (TYP) (C(ONSTRUCTION CONDUIT -- 12• SLOPING LT 1S' I - _ 3DE)SLOPES TO PIPE TRACER TAPE CONSTRUCTION BE DETERMINED - - 12' (TYP) / T� � (TYP) TO EL k DM�M -- ; BY CONTRACTOR POLY TUBEE .GII BE CON R CONTRACTOR iof •� BY CONTRACT011 SEDDNO -- - — gIBIpI 4 10E PENETRATION D D \ OF SHEETING — -- _ _ ' _ 4 AS REO D _ \ TYPE .D. \ PEA GRAVEL EAEIiR VEL \-- To 11 Y SHEETING S OR SHORING AS REOro 1/4 - -- TRENCH RITE K FOUNDATION BEDDING - -- TYPICAL TCH SECnON TUBE FILL, IF REQUIRED AS SECTION DIRECTED BY ENGINEER SEC I IVI� ) FILTER FABRC TOE PENETRATION \ - - 1/4• TO 1 1/2' OF SHEETING - -- — `�-- SHEETING OR - - TYPE K FOUNDATION SCALE: NO SCALE VAR AS REOD SHORING FILL. IF REQUIRED AS 4' SO 3 -- AS REQ'D FILTER FABRIC - DIRECTED BY ENGINEER SEE DWO 010 \\ - --120' MANHOLE APWA TYPE 11 ' �- TYPICAL VERTICAL TRENCH - - - � -- TYPICAL UNRESTRICTED ICTED TRENCH ' TYPICAL TRENCH SECTION JOSAM FLOOR DRAM -- J -- 3 - - - -- 39962 SERIES OR EQUAL SEAL SAW CUT LINE -- I .7GCTIVIW - /— RESTORE AC PAVEMENT STRUCTURAL ZONE r SCALE: SECTION SCALE AR r j SEE ROTE I \ WITH CL •B' AC PATCH 3• MN OR i' SLEEVE -TYPE COUPLING - -- - GREATER THAN EXISTING. -- RESTORE UNPAVED SURFACES J j r AC PAVEMENT - TO ORIGINAL CONDITION (SEE CIO) I I ) STRUCTURAL ZONE.- USE NON- SHRINK GROUT AROUND 30' RIPE - — V - 6' CRUSHED ROCK , - I CLASS J 2* PVC TELEMETRY 1 CABLE J VANES 1 ] I � � CONDUIT II PIPE ` t •:� u - -SIDES ALT EFTS r 8 TO BE�PLACED 2E tY SLOPNO OZ tY ABOVE PIPE (TYP) , (�(STRUCTIOH CAST IN PLACE CONCRETE 3/4' 2 24'„ 1- SDE)SLOPES TO ADJJSTNG RING 1L4' 1 Y SSFHN SCREWS (TYP) (TYP) Par I () BE DETERMINED ASPHALT - . 1. - 112. O.C. I i 2 C TUBE BY CONTRACTOR PAVEMENi,' Li._1_y_4• 53'%63'X1/2• CHECKER I \ f• I - --- --- - - ., -- -- R- r I f cif •1/4_ PLATE ALUM. - _ ` Ij '\ bit \ "( f ��'• •,:!°.S• :: +Tt. • . ; ; . , . - r.-. -- —_ I \ LOCATION OF LIFTING + - ` t - �'`-• \ HOLES (TYP 4) } • I " ff -' S CE :.• 1 JI16• �• �I - LOCATION OF BOLTED COVER � t I If • -... n � .:� CLOSED K�LI -- � I � ' • EXPANDED NEOPRENE �� :-3/16' _I I PLATE IN TOP n J GASKET SEE LOCATION FOR LIFlNG HOLES CD � 30' ° � ... ..- - --..'- � ,' '' /� , 4•x1/2'9)f0' SPACING I II I� � PLAN NEW (TYP 4) SEE oEr A /G13 ALUM STIFFENER BARS I+i: L3'X2'Xt /4' MIN i METER MANHOLE 3. — FACE TO FACE 's{I2,' / ) DETAIL 9 _ _. -- �. _ . - •:' t - • ZPE171Ad 1 SHALL BE FURNISHED BY n1E SCALE NO SCALE G10 BEDDING CONTRACTOR (4 EA.) - � � I ' ' ", 1 �FILL. TOE PENETRRATION YPE K FOUNDATION Of SHEETING - SHEETING OR SHORING AS REOb AS REOO — D CTED BY ENGINEER � Rt DOWELS D 24' �- - — - y TYPICAL TRENCH SECTION SPACING HY LONG BOLTED COVER PLATE AND SUPPORT SLAB AVER SECTION 2 ' FILTER FABRK: DETAIL A SCALE: NO SCALE VAR SCALE NO SCALE C3 130111 e, TW,I,11I,,IF L OmmarAO »�� tmpa • r..rv., • ,,, „ w. �M/ypW Yllafel : e} W La BnLWL FEB 1993 Brown and Caldwell nn N - EIGS 494 Consultants :r y�rl r, rx�+ "' CAL TEAM Mvo BOEING CIOIAEJt COOLING WATER SUPPLY SYSTEM 6956C013.DNC AS -SULT • un n.va . rvi rrr,.rurnu �uwro,aer •,,.wo >. ,+ 0 As BUILT tMe a 93 C1Ue, Washington AS NOTED OF RENTON J. WARBURTON PIPELINE DETAILS G13 DEPARTMENT OF PUBLIC WORKS W/M 15-93 ,a A 6 C 0 E F G H �ili��li�il��ili�ili��l��ili�ilillli�llillll��l�. IJ! Ill.�lr}• il��r � t II l�ilr�llt i�ili�il lii ll�ll I lllllll�lllllll�lllllll�lllllil�lllllll�llll p w TIN OW '� % s r MO�tt t ir:�iier:filii d*C ut 12, is Is " Clow i1do 1 s 10 11 1«BBw96RNAMn► i rtie•, it is r•• to the q•lit7 •! the Klsiml dmwn t. X7 ! pE ea •e Le 9z sz '10'a ct zt 19 pZ 61 91 19 99 21 at u 01 • • 1. 9 s 4 e z 1 Ihw p Illllllul Inllllll Inlllullnnlnlllllullnllnlllllnllull Inllnlllnnllulllullnnlnullulluulunllullnlllunl �`• A � A G A D e F 0 H EQUIPMENT _- QUICK CONNECTOR � SUCTION DIFFUSER � ADJUSTABLE !PEED _ CONTROLLER SPEED (ti }J paHDeA PUMP. VERTICAL (NORMALLY CLOSED) J CAP OR PLUG TEMPERATURE WELL GATE ® ADJUSTABLE SPEED �! DRIVE (MECH) --- l BLIND FLANGE 6 PLATE 5 TE TYPE ® RECEIVER OR . (NORMALLY OPEN) AMMONIA UNION FLOW STRAIAMANG VANES PRESSURE VESSEI���tttt BM SCREEN, MECHANICAL PRA ^ SLUICE GATE ® PRESSURE REDUCING HEAT EXCHANGER. �y REDUCED PRESSURE (NORMALLY CLOSED) —� DAMPER ASSEMBLY �-I SPIRAL TYPE SACKFLOW PREVENTER u SLOWER OR CENTRIFUGAL PROCESS LINES `J FM SLUICE GATE HEAT EXCHANGER, R (NORMALLY OPEN) PRIMARY PROCESS FLOW STRAIGHT TUBE TYPE GN SECONDARY PROCESS FLOW AWER OR COMPRESSOR. G �`//��// RIGHT ANGLE GEM LIQUID RING TANK, DOUBLE WALLED -AW UTILITY SYSTEM FLOW 4 COMPRESSOR, HEAT EXCHANGER, SCREEN, ROTARY OVERFLOW LO NK, FUTURE SLOWER U -TUBE TYPE TA NON - PRESSURE 4 U% ROTARY LOBE TYPE VENDOR PACKAGE BOUNDARY (REFER TO VENDOR INFORMATION FOR DETAILS OF SYSTEMS WRTHN CER BOUNDARIES) SILEN EXOSTNO EQUIPMENT, PIPING OR SIGNAL PATH I� BCLER MIXER ENCLOSURE BOUNDARY PIPE LINE DEVICES n PROCESS AND SIGNAL CROSS REFERENCE SYSTEM ` U�•' BtRNER, HASTE GAS • ((i) MIXER, HORIZONTAL SURFACE INJECTOR '1 r M/FROM SYMBOL EXAMPLES • FLAME TRAP AUTOMATIC AIR VENT (OWG P2) (OWO P3) 3 O CENTRIFUGE ® MIXER. INUNE STATIC FLAME TRAP WITH THERMO A (FROM) PTO) b A FROM TO D J SHUTOFF ASSEMBLY MANUAL AIR VENT B r ^� TO b —f DEFINES A UNE CONTINUING FROM DWG P3 RIGHT SAE SYMBOL C TO FROM e MO mom CHECK D TO DOG P2 LEFT SIDE SYMBOL A. Q CULLER ABSORPTION ABSORPTION TOR —4�F-► STRAINER TO UPPER T LOWER CASE LETMM P�� SAP LINE CROSS REFERENCE SYMBOLS APPEARING THE LEFT AND RIGHT SIDE RESPECTIVELY ON EACH DWO M IDENTIFY PUMP. CENTRIFUGAL AND LOCATE ON CROSS REFERENCE SYMBOL ® COMPRESSOR, ROTARY FOOT VALVE SCREW ^ SEDIMENT TRAP PUMP, DIAPHRAGM SEDIMENT NR SEPARATOR EQUIPMENT IDENTIFICATION SYSTEM 1 1 COMPRESSOR, PISTON DT CAS OPoP TRAP 1 EFFLUENT DISTRIBUTION l \J `� J EQUIPMENT NAME P 1611 1 DRAIN PUMPS 1,2 2 D �._ V V/ V I V V V PUMP, GEAR EQUIPMENT DESIGNATIONS SEPARATOR P1� 1 - EQUIPMENT NUMBER 2 DIFFUSER �� I P1002 DRAW VALVE EQUIPMENT PREFIX Fl—i PI PELINE FILTER SPEC: 1131) — SPECIFICATION REFERENCE ENGINE PUMP. METERING TYPE: VERTICAL TURBINE — EQUIPMENT TYPE RUPTURE DISK CALIBRATION CHAMBER HP: 40 —MOTOR POWER RATING PUMP, PROGRESSING CAVITY RELIEF) NOTES: TV I. UNLESS OTHERMISE NOTED, PIPING AND INSTRUMENTATION SHOWN ON 'P' ORAWRN6S SHALL EJECTOR, PNEUMATIC PULSATION DAMPENER BE PROVIDED REGARDLESS OF WHETHER THESE FEATURES ARE SPECIFIED ON OTHER DISCIPLINE RUPTURE DISK DRAWINGS (IE. MECHANICAL, INSTRUMENTATION. ETC.). PUMP, ROTARY LOBE (PRESSURE RELI N EF) 2. THIS DRAWING IS GENERAL NATURE. SOME SYMBOLS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINOS. 1 INLET AR OR FILTER- SIENCER. I AIR VENT SIGHT GLASS 3. SEE DRAWINGS G4 AND P3 FOR ABBREVIATIONS. i 4. SEE DRAWING P3 FOR EQUIPMENT AND PIPING DESIGNATION SYSTEMS. 1 PUMP, SUBMERSIBLE STEIN VENT 5. SEE DRAWINGS C3, P2. P3, Et AND E2 FOR ADDITIONAL SYMBOLS. WI W OGENERATOR SAMPLING OCONNECTIONS FLUSHING S. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND N CATEGORIES I1 r AR RELIEF VALVE FOR CONVENIENCE ONLY; SYMBOLS MAY BE USED ON ANY OF THE . CONTRACT DRAWINGS. 130112 I1nt11M tioTt Pr,74.m J PARSONS *METRO PaL7 a M.t-pout" 8"Um - - r:.u..: r. 1 1[1111QL FEB 1993 Brown a,nd CaldweM a BOUND CHILLI]! caauNG WATER SuvPtr SYSTEM of Consultants `� "'�° �"' �' CAD TEAM sRw PIPING. PROCESS AND INSTRUMENTATION DIAGRAM .un� ; w ua. �,..«; <rn 69WP001.OWG CITY OF RENTON ID J NO Seattle. Washington L No sGALE PROCESS SYMBOLS r�;� P1 D"ALt"U MT OF PUBLIC WOBIIB ® L. ) W/M 15- 93 A B C 0 E F r. ' III���IIIII��IIIIIII�II�IIII�IIIIIII�IIIIIII�III. III Ilt�µ'�,�,�t �I�jt � tt' II �I�I►jllt II�IIIIII ICI 11!,�II �I IIIIIII�IIIIIII�IIIIIII�IIIIIII�IIIIIII�I�I 1 k i � Mont: If tliriierifi — - - - -_ -- -�- ---- -- - 10 11 MAMMBBIBMNF 1 l�N Meet ii 1•a• el••r this tai• • i setIces it Is M• to the +•ality of the evigisal Merest. OE ez et cz 9z se 4z tt za Iz pZ •1 e1 cI e1 e1 rt cl zt u p� • e c 9 9 ti c z I ww O �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIU� IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� i A A B C O E F 0 N FUNCTIONAL IDENTIFICATION INSTRUMENT OPERATING FUNCTIONS PRIMARY ELEMENT SYMBOLS MEASURED IA READOLIT FU 01 OUTPUT MODIFIER CALCULATIVE FUNCTIONS CONVERSION FUNCTIONS INITIATING VARIABLE MODIFIER PASSIVE FUNCTION -FUNCTION A ANALYSIS ALARM - --- ORIFICE PLATE B BURNER, COMBUSTION C CONDUCTIVITY CONTROL ®® FOR INPUT /WTPUt CONVERTERS R�OW� I-1 MAGNETIC R01MIElEi1 6 0 DENSITY, SPECIFIC DIFFERENTIAL Q SUMMING E I GRAVITY USING FOLLOWING SIGNALS: E VOLTAGE PRIMARY Q OR SONIC FLOWMETER (DOPPLER iERENCE ( TYPICAL) PITOT TUBE L—i OR TRANSIT TIME) ELEMENT OQn E - VOLTS BIAS - HYDRAULIC X F FLOW RAZE RATIO I - CURRENT PROPELLER 011 G FIRE, SMOKE CLASS AVO OR I n AVERAGE TURBINE METER -� -- POSITIVE DISPLACEMENT METER H HAND HIGH CI D 0 - ELECTROMAGNETIC OR I CURRENT.(ELEC) INDICATE SONIC Q MULTIPLYING P - PNEUMATIC FLUME J POWER SCAN --�T K TIME, TIME SCHEDULE TIME RATE CONTROL STATION O DIVIDING - RESISTANCE THERMAL FLOW ELEMENT AN MWEIR OF CHANGE ' A - ANALOG L LEVEL UC1t LOW SQUARE ROOT EXTRACTION B - BINARY FT VARIABLE AREA FLOW Y USER'S CHOICE MOMENTARY D - DIGITAL INDICATOR (ROTAMETEII) MIDDLE. INIERAIEDIrVTE FLOAT LEVEL ELEMENT N USER'S CHOICE X ^ OR 1,ti EXPONENTIAL F - FREQUENCY �V!! 0 USEII'S CHOICE ORIFICE P PRESSURE. VACUUM POINT (HEST) f(II) { Q CHARACTERIZE a OR O PROPORTIONAL CONTROL ACTION DIAPHRAGM SEAL QUANTITY INTEGRATE CONNECTION DISPLACEMENT OR FLOAT TOTALIZE KU TIME FUNCTION O O REVERSE PROPORTIONAL U R RADIATION LEVEL ELEMENT • RECORD B � CONTROL ACTION --�- IN -LINE PRESSURE SENSOR S y, FREQUENCY SAFETY SWITCH 1:1 BOOST AND ISOLATE T TEMPERATURE TRANSMIT © OR OI INTEGRAL CONTROL ACTION U NULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION © VELOCITY LIMITER R ROW ELEMENT INTEGRAL WITH V VIBRATION, MECHANICAL VALVE DAMPER, LOUVER d/dt OR OD mivATIVE CONTROL ACTION �- TRANSMITTER (MASS FLOW. ETC) 1,000 BUBBLER LEVEL TUBE ANALYSIS 0 wcH SELECTING W WEIGHT, FORCE, TORQUE WELL X UNCLASSIFIED X AXIS HIGH LIMITING 1 -0 ON -OFF CONTROL ACTON Y EV T. S XIS ATE. OR Y A RELAY, COMPUTE, CONVERT O LOW SELECTING INSTRUMENT SIGNAL SYMBOLS MISCELLANEOUS SYMBOLS Z POSITION. DIMENSION 2 AXIS DIUVEII, ACTUATOR pt_0 DIFFERENTIAL OAP CONTROL FINAL CONTROL ELEMENT m LOW LIMITING ACTION OINSTRUMENT LOOP IDENTIFICATION INSTRUMENT AND FUNCTION SYMBOLS REV REVERSe ACTION '°J . 1i2 GAIN INSTRUMENT SUPPLY, PURGE OR FLUSHING DEVICE (TYPICAL) PROCESS TAPS ® GAP ACTION FLOATING 3 FIELD MOUNTED INSTRUMENT 3:1 2:1 ATTENUATE ii �i PNEUMATIC SlgUL R RESET FOR LATCH -TYPE 1,.i 7T IL O SAMPLE AND HOLD (TYPICAL) (ANAL00) OPERATOR 3 FACE MONIED INSTRUMENT SO SPLIT - RANGING ------- - - - - -- ELECTRIC SIGNAL LOOP NUMBER 0. ON YAW PANEL, OPERATOR (ANALOG) O SEAL WATER CONTROL UNIT ACCESSIBLE YL 11, i PNEUMATIC SIGNAL INS1Rl11/ENr LOOP Q INSTRUMENT MOUNTED ON/IN ANALYTICAL FUNCTIONS ���'� (DISCRETE) NO1t:S. MAIN PANEL. OPERATOR NACESSIBLE ELECTRIC SIGNAL RES Cl2 RESIDUAL CHLORINE (DISCRETE) 1. THIS DRAWINO IS GENERAL IN NATURE SOME FACE MOUNTED INSTRUMENT INSTRUMENT TAG NUMBERS O ON FIELD PAREL, OPERATOR sot SULFUR DIownE cAPILARY TUBE OR SYMBOLS AND IDENTIFICATIONS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS. ACCESSIBLE FILLED SYSTEM OTHER SYMBOLS AS DEFINED BY ISA SIX MAY 12J• COMB COMBUSTIBLE GAS BE USED IN ADDITION TO THE SYMBOLS SHOWN. P D IT A YFIELD INSTRUMENT MOUNTED OH/IN H 2 S HYDROGEN SULFIDE ELECTROMAGNETIC OR SUFFIX -USED ONLY WHEN FIELD P �—`b SONIC SIGNAL (GUIDED) 2 SEE DRAWINGS 04 AND P3 FOR ABBREVIATIONS. 2 TWO OR MORE INSTRUMENTS INACCESSI9F PH PH ELECTROMAGNETIC OR 3. SEE DRAWINO P3 FOR EQUIPMENT AND PIPING WOULD OTHERWISE HAVE THE DO DISSOLVED OXYGEN SONIC SIGNAL (UNGUIDED) DESIGNATION SYSTEMS. 2 SALE TAG NLRNBER ® MULTIFUNCTION INSTRUMENT _ WITH SHARED HARDWARE ° °— SOFTWARE ON DATA LINK s. SEE DRAW INGS 03. P1. P3. E1 AND E2 FOR LOOP Nu►eaR (USED FOR 'DISTRIBUTED TYPICAL INSTRUMENT IDENTIFICATION ADDITIONAL SYMBOLS. CONTROL SYSTEMS-) —• •— MECHANICAL UN( r r HYDRAULIC 51 SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS COMPUTER FUNCTION PANEL LOCATION • SYMBOLS CATEGORIES FOR ON ANY OF THE ONLY, SUCCEEDING LETTERS; CONTRACT MAY BE S. READOUT OR PASSIVE r Es\ ELECTRIC POWER SUPPLY FUNCTION AND /OR I OUTPUT FUNCTIONAL IDENTIFICATION 120 VAC 60 HZ U.O.N. OUTPUT FUNCTION WTN INTERLOCKING OR SEQUENTIAL MODIFIER NMEN REOUIRED FUNCTIONAL ON CONTROL FUNCTION i I � S"% - SERVICE AR SUPPLY DI'FFATINC FUNCTION • \ INSTRUMENT QUAUTY ER LETTER, WHEN SEE TABLE REQUIRED INS DRAWING 1 1:1 IA AR SUPPLY PROGRAMMABLE LOGIC VARIABLEED L �TIATlNG CONTROL FUNCTION 1 n ` BASIC INSTRUMENT C2j WATER �N�L 1 EXAMPLE-- O DCS 1/0 POINT SUFFIX • =:i ,; ' t 1 vaT PLC 1/0 PONT INPUT NUMBER LION = UNLESS OTHERWISE NOTED 1 ' . OPTIONAL 113 n 1 n.l rrni r T IM m S T g O Mowwpsmy a AMtNOpltt.a swu. rs_.ti. � 4 � J PARSONS ' FEB 1993 &0111tH rld C�Idw�M .' .,, BOEING CHILLER COOLING WATER SUPPLY Consultants •.;;L °'�' ,;;�,1 CAD TEAM SRW PPINA PROCESS AND INSTRUMENTATION DIAGRAM 6956POOz Seattle, Washington CITY OP itENTON two �• .n rule NO SSE AL m, c" °A,RAL s*� •J wAl7BC1RroN 1 ^. INSTRUMENTATION SYMBOLS AND pZ DRPARTURNIT OT PUMILLC WOIILIU /., L7•,tf I: W/M 15 -93 IDENTIFICATION SYSTEMS w A NI C O E ` G H 1�, ����•� I�t�t 1'�I If Ili�t�l�i �I�I�IIIj ICI 1�1�1� 1) I�III�I�I�III�I�I�III�I�I�III�III�III�I�I�II - 0 Nf111111dI 1 2 4 5 6 T 9 10 11 wwwwlwwN 12• !, _ �_ . t NMI 3i tii �lesiiil�M �ie�ne i• 1M• Clow tms this i 1 i moticee it is AN is the �lity of the �r "I Met�t. OE ! f az ec cz 9z sz az ! cc zz tz 0Z st •t ct •� •► Nrt c� zt ►t 0� • • t s +r s z t H'. 0 T �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIU� I . nu�lnlhnl�iulinn�ulllnn�lulhln�inllllu�nullnl) I, "w 1 7 -1,;c -c . ►. � _ 'L+1,!= ..°SII[F��i[(.'�': A A B C D C F 0 H MISCELLANEOUS PIPELINE AND EQUIPMENT SYMBOLS CONTROL STATION SYMBOLS PIPING SYSTEM IDENTIFICATION EQUIPMENT PREFIXES ® INDICATING LAMP (IL) 6 FLANGE MOUNTED DIAPHRAM SUBMERGED LAUNDER SA SERVICE AIR ACC AREA CONTROL CENTER O O O ® SELECTOR. SNITCH (SEL S11) AA �ATIIOON � SCBR SLUDGE OAS SCRUBBING WATER RETURN AMU AM KAN 0 UNIT 5 IJ ALUM SCBS SLUDGE OAS SCRUBBING WATER SUPPLY ARV AIR RELEASE VALVE PUSH BUTTON (PB) BS BLENDED SLUDGE see SCREENINGS ASO ADJUSTABLE SPEED CONTROLLER r SD STORM DRAIN ASO ADJUSTABLE SPEED DRIVE SHELL AND TIME ® BAFFLE INDICATOR CCMI CONDENSER COOING WATER RETURN SIGH) SULFUR 010100E GAS ((MECHANICAL)) HEAT EXCHANGER CCN7 CONDENSER COOING NUTTER SUPPLY SOL SULFUR DIOXIDE LIQUID 1 A15 AUTOMATIC 11RANISiEIR SNITCH SPEED CONTROL RHEOSTAT � CNIDAM SOLUTION SDS SULFUR DIOXIDE ' B BLOWER CHART RECORDER CLO CHLORINE OAS SOLUTION BAT BATTERY V. "a SUBMERGED ORIFICE _ CLL CHLORINE LIQUID SOV SULFUR DIOXIDE VACUUM &O O�µE BREAKER PIG LAUNCHER WITH V -NOTCH VIER . CL CHLORINE SOLUTION SEP SECONDARY EFFLUENT CS CIRCULATING SLUDGE SN SUPERNATANT CFR CHEMICAL FEEDER CSO CAUSTIC SODA SPW NO. 3 SPRAY WATER CHRI CHILLER CONTROL STATION DEVICE FUNCTIONS CSE CHLORINATED SECONDARY EFFLUENT SSC SECONDARY SCUM C f CMNN ACID AL) COLLECTOR DWR aN� WATER STS SETTLED SEWAGE CP COMPRESSOR �����) BLAST DATE (LONCTWIDINAL) CWS CHILLED WA11]I SUPPLY CRH BRIDGE. EN ETC.. PLUS C1 DOMESTIC POTABLE WATER TBS THICKENED BOTTOM SLUDGE HOST - ENTIRE PACKAGE) CTS POTABLE SOFT WATER TTSSR THICKENED BOTTOM SLUDGE RETURN CV CONTROL VALVE C2 NOPOTABLE CITY WATER TO TANK DRAM CYL CYLINDER (HYDRAULIC, 4 C2S S FnM NONPOTABLE m O" NOU,E C .) C TMa IoW CU CHAIN AND FLIGHT COLLECTOR AM AUTO SELECTOR STITCH (SEL SW) C3 NO. 3 WA70 V VENT DOS OSTRINIIED CONTROL SYSTEM 4 (CROSS) (SECONDARY EFFLUENT) HEAT TRACE CL CLOSE PUSH BUTTON (PB) C3HP NO. 3 WATER HIGH VC VACUUM CHEMWAL VENT OPR CT CMAT COMPUTER /MANUAL /AUTO/TRACKING PRESlUIE VF' PETROLEUM VENT OT DRIP TRAP CW CITY WATER STATION) C&P NO. 3 WATER LORI VTR VENT THROUGH ROOF DU GIVE UNIT COMPENSATED M Ev CONTROL POKER INDICATOC LIGHT (IL) SURE Ydtl0AT10N WAS SLUDGE ACTIVATED E ENOIFIE © FLOW METER Y SCUM TIPPING TROUGH F1 FLOW INDICATOR TOR TOP �) EP ELECTRO PNEUMATIC SWITCH U FWD FORWARD (IL) CC TER CLEANNOS EPR EVAPORATOR HOA HIWO /OFF /AUTO (SEL SILL) OCR OIOESTEUI CLEAMXCS IIETURN JOA 100 ADEN /AUTO (SCI. DH DOMESTIC POTABLE HOT WATER F FAN f LOR LOISTUREF/RWOTC ( OW DEIOHRED WATER SPRAY NOZZLES y MLH =g SLUE (IL) DR DRAIN FP T FLUID PONEA UNIT Y A LS MAN /AUTO LOADING STATION OS DIGESTED SLUDGE FZS FREEZESTAT CIRCULAR CENTER FEED A AGITATION AIR VALVE OP /CL/PC SEL SKI) COLLECTOR MECHANISM OCP PURGE VALVE OP/CL/PC (SEL 94. EE ENGINE EXHAUST CON GENERATOR oL OVERLOAD (L) EFFS EFFLUENT SUPPLY SIN) OP X��� (� EFFR EFFLUENT RETURN MIST ELIMINATOR PAL LOW PRESSURE (IL FA FOUL AIR H MOIST HEX NEAT EXCHANGER 3 PB PRO(:RAIBJABLE TRO.LER/BYPASS (SEL SYIQ FLT fH.1RAlE 3 RDY READY (IL) FOR FUEL OIL RETURN HRC NEAT RECOVERY COIL REV REVERSE IL FOS FUEL OIL SUPPLY HPU HYDRAULIC POTTER UNIT AUTOMATIC STRAINER RHO RUNNING (L) FP FIRE PROTECTION HTR HEATER HC HEATING COIL —��— CONNECTION PIMG NEW ROi REVERSE OFF(0*N( RO (SEL SW) HXT NEAT EXTRACTOR AND EXISTING PIPING R00 RESET PS F /ON (SEL SNQ GAS GASOLINE CIRCULATION HN. HVAC LOOP SOT SPEED !N! ROIL RHEOSTAT on � CIRCULATION L INSTRUMENT LOOP 9 SPEED INDICATOR SP ST STOP T((�PB) HOOHH HIGH PRE9ttSLNRE HYDRAULIC OIL JWW JACKET WATEq PUMP t� C SiF STMT FORWARD (PS) HRR HEAT RESERVOIR RETURN LV LOUVER iµ. �, GRIT OEWAIERNG UNIT STR START REVERSE HRS HEAT REESERRVOIR SUPPLY T TEMPERATURE (PB) TOR "No HEAT RECOVERY WATER RETURN M MOTOR TTCPS Trai /CLOSE /pC (SEL Sys HRMIS HEAT RECOVERY WATER SUPPLY MCC Y01TM CONTROL CENTER T[ _- /NORM /SILENCE (SEL SW) MSG HIGH PRESSURE SLUDGE GAS ME MOTOR CONTROL MECHANICAL LH TROUBLE (L) HW POTABLE HOT WATER EQUIPMENT LAUNDER AND MER TLH TEMPERATURE (IL) WEE MISCELLANEOUS ELECTRICAL EQUIPMENT WISH HIGH TORQUE (L) IA INSTRUMENT NR SINGLE-STAGE CENTRIFUGAL IRR RROATON MME WSCELLANECUS MECHANICAL EQUIPMENT �� FLOW BLOWER MX MIXER (RASH, EDUCTOR, ETC) J11R JACKET WA1FJt RETURN 2 NOTES: JWS JACKET WA70 SUPPLY ORT ODOR REMOVAL TONER CYCLONE LOR LURE OIL RETURN 2 Los LUE OIL SUPPLY P PUMP I. UNLESS OTHERWISE NOTED, PIPING AND INSTRUMENTATION ISC LOW PRESSURE SLUDGE PLC PROGRAMMABLE LOGIC CONTROLLER SHOWN ON 'P' DRAWINGS 94ALL BE PRONGED REGARDLESS CAS PNL PANEL OF WHETHER THESE FEA7URE5 ARE SPECFIED ON OTHER MO MIXED OAS PRV PRESSURE RELIEF OR REDUCING VALVE Y DISCIPLINE DRAWINGS (I.. MECHANICAL, INSTRUMENTATION .tc.) ML MIXED LIQUOR PVI. PRESSURE VESSEL SLUDGE BLANKET FLOATING SCUM SKIMMER MS MIXED SLUDGE REC RECOVER MONITOR 2. THIS DRAWING IS GENERAL IN NATURE SOME SYMBOLS NG NATURAL GAS S SILENCER SHOWN HEREIN MAY NOT BE USED ON THE CONTRACT DRAWINGS. OF OVERFLOW SEP SEPARATOR Si SUPPLY FILTER PA PRUERATON NR SG SLUICE CATE 3. SEE DRAWING G4 AND P3 FOR ABBREVIATIONS. PCD PUMPED CHEMICAL DRAINAGE SLO 910E GATE PO PUMPED DRAINAGE SUB SUBSTATION MANUAL BAR RACK PE PRIMARY EFFLUENT SMIO SWITCHBOARD 4. SEE DRAWING P3 FOR EOUPMENT AND PIPING DESIGNATION PF PRESSURIZATION FLOW SWCR SWITCHGEAR SYSTEMS POL POLYELECTROLYTE HOPPER PS PRIMARY SLUDGE T TANK PSC PRIMARY SCUM TON TURBINE 1 5. SEE DRAWINGS P1, P2, Et AND E2 FOR ADDITIONAL SYMBOLS. RAS RETURN ACTIVATED TST THERMOSTAT AR (HVAC) SLUDGE J " �7 B. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND N RS RAW SEWAGE •w1 , _ 1 _ TELESCOPING VALVE yl� CATEGORIES FOR CONVENIENCE ONLY' SYMBOLS MAY BE USED RMP RAINWATER PPE UN LINT HEATER !t TRUCK ON ANY OF THE CONTRACT DRAWINGS. UPS UNINTEItlRUPTXiLE POWER SUPPLY VSD VARIABLE SPEED DRIVE I VAF VENTILATION AN FILTER IM dl "" WATER "�" 130114 . hAluL1 I•rn:•n ER ,. i..ri n.r a rte, .�c *METRO RIIYaMIp.Dty K>: M.L1.,.DL>D SNtLk FEB 1997 wr v. nw, J PARSORIS Brown red rN ONW4ll ' BOEING CHILLER COOLING WATER SUPPLY SYSTEM ..sn^un wr n.•r• �,. ^ CAD TEAM SRW PIPING, PROCESS AND INSTRUMENTATION DIAGRAM 69E6PG03 Consultants ��' .,,. •'.. r • nu ID � •n.,nv ra ry Seattle, Washington CITY OF AENTONJ WARBURTON "° scA<E ABBREVIATIONS/IDENTIFICATION P3 VIAL �' •u�i a r: 1 U"7 AILTMENT OT 1PILMLEC WO1R]It1 ® s 1z W/M 15 -93 SYSTEM ' A B C D E F G M I�• IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIII 111 �tlll,}1 Itl�t 1't�, t ,I 11111 I11 111111111 III ltl,�it I I�III�I�I�I 1�1�111 111�1�1 1111111 1111111 I I I I I . O ,. THB INCH 1 4 5 6 9 { 10 11 I«.BNIRBRRIE�R, 12� i I Ems - -it t>w iierifiLN Meet Is leW tier tiao the maceB it to 60 to the �lity K the • 841 Meet. OC ez •d 19 9z sz tiz cc zz "is' •1 e ► 91 t V 9 O ( IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�I {IIIIIII� IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII) law 0 4 3 IF 1 A B C 0 E F 6 H ------------------------------------------- ------------- --------- - - - --1 1 ------- --- ------ -- -- ----- ------- ---11 1- 1101FLw 1IOIFLw -e I- 1103TMP 1103710 -e PNL 102J 1101FLW -ETS 1101FLw -OCS I PNL 1023 1103TMP -EIS 110371P -ICS �cSE�EFi I TT FIT FE I I t0- cm 1101 1101 1103 110J 1 1 B I 1 20- CSE 1 I 30' fiiS M BR SING ; J0. 2t,• EFFR CHLORINE 31 CSE 3, CSE CONTACT I I OVERFLOW CHANNEL 2 1 I �- E9 STRUCTURE 11112 PIIL SO 2001 i I ® ® ® ® ® -- ----- - --_ f -- DIP 1013DPH 1O13DPH -e ® ® ® -- -- °DPH 10150PH 10150PH -B I I f------- --a�� f- ------ --rim i l 800 RNC RNO CP OPH I ROO RN6 RNO CP DPH I I I 1 1 W I I ROY OPH OOA >'T o j ROY DPH OpA r -------------- PAIL 1023 I 1 I I I lIR nR iY1 � X 101118 - -�'-�- 101116 �r-I j 101J 101218 RDY I - _f _- I i • ---- I 1016 M I I I I 21'1 M 1 I CHLORINE CONTACT CHANNEL 2 CHLORINE CONTACT CHANNEL 1 62 age- I STRAINER 140.1 1 M MME 1011 b SPEC: 15100 sG Fo,- DISTRIBUTION BOX SG 1065 1- V STRAINER NO.2 NNE 1012 SPEC: 151" =1 -- i 1002P -ICS X I 30- CSE i I F-Fn-01-11 SPEC: 11390 VALVE VALVE N0.1 CV 1014 y� i� —� 1o0t1C -oc5 >< 10a11a -e p 100110 �r X I 19 ® ® 100110 -E'TS I 1 f- t001RUN -e• 1001RUN •X RUN 1oo2R -e 1omIR -e 1omlt ,� RN0- 10011R -ICS f 10018 -ETS I 140A ST SP 1002P -B t00IP -B IO01P ILit 1001P -OCS f IO01P -ETS 1002HSA -9 1OOIHSA -9 IODIHSA X �• sG Fo,- DISTRIBUTION BOX SG 1065 1- V STRAINER NO.2 NNE 1012 SPEC: 151" =1 -- i 1002P -ICS X I 30- CSE i I PUMP N0.2 P1012 SPEC: 11390 DRAIN VALVE N0. 1 CV EN �b F I 1 L t t I I 1 -8 1 IOOyG �Y-•I PNL 1023 X I 19 ® ® 1002W -ETS I 1 f- 1002RUN -e 1002RUN -ly RDr RNC TBL ® O O y 1 1oo2R -e IODOR 0-1 i 1500 L_ HOA ST SP 1 I 10028 -ETS 1 I 140A ST SP 1002P -B 1002P ILit 1002P -ETS 1002HSA -9 1002HSA �AUTO� I -�------ -7c- - - -= - 1•e- - - •• - - -- ------ >i- - - - - -- ------ -i �1 I I- V M iS � Im 121.73 - -, LK EL 120.60 EFFLUENT DISTRIBUTION PUMP NO.1 P 1001 SPEC: 11317 TYPE: VERTICAL TURBINE 0. 3300 OPM HEAD: 22 FEET HP: 40HP r HAIL i 121.73 LML EL 120.90 l EFFLUENT DISTRIBUTION PUMP NO.2 [E 0E] SPEC: 11317 TYPE VERTICAL TURBNE 0: 3300 GPM HEAD: 22 FEET HP: 40HP I PNL 1023 I I n y ; - - -- V I � EFFLUENT DISTRIBUTION ' PUMP NO.3 (FUTURE) P 1003 i I EFFLUENT DtMBUTION PUMP N0.4 (FUTURE) P 1004 3 2 f1A11 III I!' i'f !'lIJI! [ill 1u1Me1 l of FEB 1903 J PARSONS �T A O r�1 7 WttepYtAe Baer Brown wed Cddwel II R l4r, "III I•!:. J•ACII I:1. II (I !11 ' BOEING CHILLER SA COOUNO wATEII SUPPLY � ` Consultants An NY „ r;,,,;, CAD TEAM sRw PIPING. PROCESS AND NSTRUMN7NTAnoN dAa1tAM 69WO04 y l')•W OHII'� 4 11 Seattle, Washington CITY OF AENTON 1Y Wo gr•lN 1C 11 NO SCALE • I , . IVA 6FC AL ;C' 1TAItBIN1TON •" I. EFFLUENT DISTRIBUTION PUMPING P4 DZPARTMZ" Ov mmu0 won" I I ems t c [>t j I w/M 15- 93 A B C 0 E F C �IIIIIII�IIIIIII�IIIIIII�IIIIIII�IIIIIII�IIIIIIL 11! Il��}il ,tt rllfr It �� I�Ill�llt II1IIIIII III 111,11 I IIII111111111111I Jill IIIIII IIIIIII 1111111 0 »"""'°" 1 4 5 6 T 9 10 11 �eewl 12- ,,.,..�_..,...- t_ - r NMI At tM- itetiiiL�/ deeum"t Is I*" eilws tun tYie 1 � • Mticeo it is doe to the a ality of the etisivi Mernt. X7 t OE ea ed as 9a se ffa ca as is OZ s► e1 at 91 21 % b at u OL s e a 9 s v e a I "no 'Vie �IIII�IIII IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII) IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� 5 5 4 3 A - B GENERAL at I THE GENERAL NOTES AND TYPICAL METRO DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. G2 CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE. THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES ARE MORE RESTRICTIVE. G3 THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PRIORITY DESIGN. ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA, AND IF THE ALTERNATIVE PLANS ARE ACCEPTED BY THE ENGINEER. G4 M� STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. G5 FM awemm MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUC- TURAL DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. G6 STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COM- PLETED STRUCTURES, DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS OR INSTABILITY MAY OCCUR. 07 A. FLOOR AREAS: (1) OPERATING FLOORS ((FLOORS ON WHICH MACHINERY MAY BE DISASSEMBLED) 200 PSF. (2) ENGINE OR MOTOR ROOM AND SIDEWALKS - 250 PSF. (3) UNLOADING AREAS - 2 -1/2 TON TRUCK OR 100 PSF. (4) TRUCK TRAFFIC AREAS- AASHTO HS 20 LOADING OR 250 PSF. (5) ALL OTHER AREAS- 100 PSF B. GRATINGS, CHECKERED PLATES, AND HATCHES - SAME LOADINGS AS ADJACENT FLOOR AREAS. C. STAIRS - 100 PSF. D. ROOF - 25 PSF. E. WIND- 20 PSF SUBJECT TO HEIGHT AND SHAPE RESTRICTIONS. F. SEISMIC LOADING- ZONE 3 UNIFORM BUILDING CODE 06 0� SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. SLOPE SHALL BE 1/4' PER FOOT EXCEPT THERE NOTED OTHERWISE ON THE DRAWINGS. AT CONTRACTOR'S OPTION, BOTTOM OF SLAB MAY BE LEVEL AND MAINTAIN A MINIMUM THICKNESS AT FLOOR DRAWS. 2 G9 F1�.QfAm SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR LOCATION k SIZES. IF)x A OE M "to We" C 0 ALUMINUM Al AMUCARL( ALUMINUM CONSTRUCTION SHALL CONFORM TO THE'LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL OF THE ALUMINUM ASSOCIATION. A2 JAZft UNLESS OTHERWISE INDICATED, STRUCTURAL ALUMINUM SHALL BE ALLOY 6081 -T6 AS SPECIFIED IN ASTM B -308. A3 ANJll111 W OOYTACT WTM C1IIdETe WHERE ALUMINUM IS IN CONTACT WITH CONCRETE OR MASONRY SURFACES, CONTACT SURFACES SHALL BE COATED WITH HEAVY ALKALI- RESISTANT BITUMINOUS PAINT. CONCRETE Cl AsM rM CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE (ACI-318). C2 ALL OETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUC- TURES (CRSI AND /OR ACI-315), LATEST EDITION. C3 A. CONCRETE, f 'c 4,000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS. (fc -0.45 f 'c FOR ALTERNATE DESIGN METHOD), UNLESS OTHERWISE SPECIFIED. B. REINFORCING STEEL 1 TENSION DUE TO FLEXURE, GRADE 60 (fs- 24,000 PSI) 2 COLUMN REINFORCING, GRADE 60 (f.- 20,000 PSI) J CIRCULAR TANK HORIZ WALL REINF. IN HOOP TENSION, GRADE 60 (fe- 16,000 PSI). C4 CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER. A FOOTINGS AND FOUNDATION MATS CAST ON GROUND - 3'. B. CONCRETE TO BE IN CONTACT WITH LIQUID - 2 -1/2'. C. CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER. (1) BARS GREATER THAN 05 - 2' (2) BARS /5 OR LESS - 1 -1/2' D. CONCRETE NOT TO BE EXPOSED TO GROUND, WEATHER, OR LIQUID. (1) BEAMS AND COLUMNS - 1 -1/2' F ) SLABS, WALLS, AND JOISTS - 1' ALL BARS SHALL BE CLEAR OF ANY ARCHITECTURAL RUSTICATION OR REVEAL - 1' CS CONCRETE CONSTRUCTION SHALL BE REINFORCED CONCRETE EXCEPT WHERE PLAIN CONCRETE IS INDICATED ON THE DRAWINGS. UNLESS OTHERWISE NOTED, MINIMUM REINFORCING STEEL SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING SCHEDULES: A. SLAR REINFORCEMENT SLAB THICKNESS SIZE SPACING EW 4' a. 5" k 6' /N,5 9' 8' THRU 10' /5 12" T k B 12' 8: 14' j5 9' T k B 16' 06 12' T k B B. WALL REINFORCEMENT WALL THICKNESS SIZE SPACING EW POSITION 6' t e' /5 9' ON CENTER LINE 10' /5 12' EF 12' 8: 14' 05 9' EF 14' 06 12, EF 16' THRU 20' 06 9' EF MASS CONCRETE SHALL BE REINFORCED WITH #6 • 12' EW MINIMUM IN ALL FACES. E - F C8 ADOEO 7ri� lTEd M w WHERE BEAMS OR WALLS ARE PARALLEL TO MAIN REINFORCING IN SLAB, PROVIDE /4 • 12' IN TOP OF SLAB NORMAL TO BEAM OR WALL. EXTEND BARS 2' -0 BEYOND FACE OF BEAM OR WALL. WHEN SLAB IS ON ONE SIDE ONLY, TERMINATE BARS WITH STANDARD HOOK ON OTHER SIDE OF BEAM OR WALL, UNLESS OTHERWISE SHOWN ON THE DRAWING. C7 IN ADDITION TO NORMAL ACCESSORIES USED TO HOLD REINFORCING STEEL FIRMLY IN POSITION, EXTRA ACCESSORY BARS SHALL BE USED AS FOLLOWS: A. IN SLABS 05 RAISER BARS AT 36' 0/C MAXIMUM TO SUPPORT TOP REINFORCING STEEL. B. IN WALLS WITH TWO CURTAINS /3 U OR Z SHAPE SPACERS AT 6' -0 0/C E.W. C8 Bu jm jBm CONCRETE STRENGTH - 4,000 PSI GRADE 60 REINFORCEMENT BAR SIZE 06 OR SMALLER #7 08 09 /10 /11 TOP BAR* 48 DIA, MIN 3' -8 4' -9 6' -0 7 -4 9' -0 OTHER BAR 40 DIA, MIN 2' -10 3' -B 4' -8 5' -10 7' -0 • TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12' OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE POUR. C9 I BARS ENDING RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE REQUIREMENTS OF PAR. 7.1, AC1 -318. ALL HORIZONTAL REINFORCING BARS SHALL BE TERMINATED IN STANDARD HOOKS UNLESS OTHERWISE SHOWN WITH 90 DEGREE HOOKS OR SPECIFIED ANCHORAGE. CIO ALQBIQ-xm MONOLITHIC SLABS WITH TOPS THAT ARE SLOPED SHALL HAVE BOTTOMS FLAT, MAINTAINING A MINIMUM THICKNESS AT DRAIN. MAINTAIN A VARIABLE SLAB THICKNESS, UNLESS OTHERWISE SHOWN. C11 CONCRETE SLABS SUPPORTED BY GROUND, UNLESS OTHERWISE NOTED, SHALL BE 6' THICK REINFORCED WITH WWF 6 X 6 - W29 X W2.9 AT MID -DEPTH OF SLAB AND DOWELED ALONG THE EDGE OF SLAB TO ALL ADJACENT WAILS, COLUMNS AND FOUNDATIONS WITH /4 • 15' THAT LAP 1' -0 WITH WWF AND EXTEND INTO WALLS, COLUMNS AND FOUNDA- TIONS AT LEAST 91; IF SLAB IS DESIGNATED AS 'ISOLATED SLAB' ON DRAWINGS. OMIT DOWELS AND SUBSTITUTE 318' THICK PREMOLDED JOINT FILLER TO ISOLATE THE SLAB FROM CONTACT WITH THE STRUCTURE ALONG ITS PERIMETER. C12 EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314' CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS. C13 ANCHOR BUIS USE OF ANCHOR BOLTS SHALL BE GOVERNED BY THE FOLLOWING TABLE: BOLT DIAMETER 1/2' 5/8' 3/4' 7/8' 1- 1_1/8' 1 -1/4' MIN. EMBEDMENT N STRUCTURAL CONCRETE 4' 4' 5' 6' 7' 8' 9' ALLOWABLE SHEAR 2000/ 3000/ 35600 4150/ 4150/ 45000 53000 ALL BOLTS, STUDS AND MISCELLANEOUS METALWORK SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. EMBEDMENT LENGTH FOR BOLTS IN TENSION SHALL BE DETERMINED BY THE ENGINEER. STAINLESS STEEL BOLTS SHALL BE USED WHERE SPECIFIED AND /OR AS DIRECTED BY THE ENGINEER. ,�I "u ,,•,n drAfn maz W. MAN Brown end CinldwNl Consultants •��"�'�'�'�� �I'�'M � C^D �A,. '�„ Seattle, Washington ,eeo JR CITY OF RENTON �� J. wARBUaraN agAaTUMMT on PUHiaC Woxxs [ B C 0 E AL' ,... �._.. - �_ _ _ « - -- -- - _� 1 r` I NMI tltii+iietifil Meat i• Is" elves than thi• vtiea, it is Am to the quenty K the me"I"I MeumMt. t La 9z sz ,a cc to it OZ at at 41 91 at ##I al. O1 s F 9 G _ M W,3(nm ST1 STEEL CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS AND STANDARDS PRESENTED IN THE LATEST EDITION OF RISC STEEL CONSTRUCTION MANUAL. CAMBERING OF BEAMS AND GIRDERS SHALL BE AS SPECIFIED IN TABLE OF MAXIMUM AND MINIMUM CAMBER UNLESS OTHERWISE SPECIFIED. ST2 MAVJAL ALL STRUCTURAL SHAPES, BARS, PLATES AND SHEETS INDICATED ON THE DRAWINGS SHALL BE STEEL MEETING ASTM A -36 SPECIFICATIONS. ST3 MUM WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION WELDER SHALL BE CERTIFIED BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (OR AWS). ST4 } STANDARD SHAPE STRUCTURAL STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE GALVANIZED OR PAINTED AND SHALL HAVE A CLEAN SURFACE FOR BONDING TO CONCRETE WHEN IT IS CAST. ST5 pAWQ STRUCTURAI STEEL SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATIONS. ST6 STAINLESS STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AISI SPECIFICATIONS. WHEN STEEL IN CONTACT WITH SEWAGE AISI TYPE 316 STAINLESS STEEL SHALL BE USED. WHEN MATERIAL IS WITHIN ONE FOOT HORIZONTALLY OR VERTICALLY OF SEWAGE AISI TYPE 304 STAINLESS SHALL BE USED EXCEPT AS SPECIFIED. MODIFICATION OF EXISTING CONCRETE M1 THE FOLLOWING NOTES ON MODIFICATION OF EXISTING CONCRETE ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. M2 EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE SHALL BE THOROUGHLY CLEANED AND COATED WITH EPDXY BONDING COMPOUND IMMEDIATELY PRIOR TO PLACEMENT OF THE NEW CONCRETE. M3 UNLESS OTHERWISE SPECIFIED, DOWELS SHALL BE SET INTO DRILLED HOLES WITH EPDXY GROUT. EPDXY GROUT SHALL BE FORCED INTO HOLES TO FILL THE VOIDS. HORIZONTAL HOLES SHALL BE DRILLED SLIGHTLY DOWNWARD (APPROXIMATELY 151. M4 STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BY EXISTING STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONCRETE WORK. t.l ' .t e 4 3 2 3MmiTAO Mua{et/WtY tOLtopOt.nR..,XL .q FEB 1993 r, .r. BOEING CHLLER COOLING WATER SUPPLY 5936SO01.0WG NO SCALE w .nn. I; • GENERAL STRUCTURAL NOTES S1 W�A1 15 -9,1 G H I�III�I�I�III�I�I�III�I�I�III�III�II 10 11 1M1II> 12- IIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�III yS'1 °_ Flom A 8 C �p'o� gEN g g�ALL g� g�����pp 'ppK gAp LAp Sp�pE gg D ' PER M 313D17NLESS 0%ERNASE SPECIFIED.S OEN'L STRUCTURALS NOTE CQ — -- r ALTERNATE BENDS--/ 6 A ORI S2 AME 'IV REINF TYP 4 CRIER (OPTIONAL) CORNER INTERSECTION C.OIRNER (OPTIONAL) SEINEL�G DETAIL A NO SCALE VAR TO BARSACUTEATIV RECTANGULAR OR IRRCLAR OPENING CIRHCER &&CHEFAMF , N FACE 1' INS INI1NUNfi�AS BARS SHOWN. 2 N ROTENINRS NG N�j f 4. $ pp�E 'b F5fgEWALLS. FOR CIRCULATION OPENING 5• REI" NO CUT�INO NOT �T�T AND WALL DPFNW2t0 DETAIL NO SCALE OFI PIPE CIC6 CONDUIT OUTSIDE HEX, NUT AND GALV. ANCHOR BOLT. OIA. AS -- LEVELING NUT REQ 0 BY EQUIPMENT MANUFACTURE ELECT. SERVICE - - 3/4 "41/4" GROUT STEEL EQUIPMENT BASE �- - m I TYP 3/4- RggAppD.. ;ILT OCi1TI0NIPAS REO D 46 o�. DI PLUS 2 �- CONCRETE EQUIPMENT BASE PLAN ^O VOID T R W NO 3r NCHR BOLT n r. • ! WHEJN2411RED METAL BASE �� ' ��44 xx C CRETE SLAB NON- BEARING VOID AREA WITHIN ci0 L, { RQNFORGNG STEEL METAL BASE TO BE FILLED WITH o:- -� -__ I -. CEMENT GROUT > -_� ANCHOJEBOLTS SHALL BE 2 FOR A.Q SEE 3/4 " ?1/4" NON- SHRINK GROUT MIN. SI SHOWN OR DET. P /S2 - . L UNrvDER ALL BEARING SURFACES L 2" _I LONGER AS REO'D BY AND IN BOLT HOLES- rMIR�I EQUIPMENT MANUFACTURER - _� --- /— - , ; �- ANCHOR_BOLT FOR AINNENT R Eg�� 3 2. 1 'i CLR 1 BYCEQUIPMLNTREWD3" �! R D. DETAIL S2 ' MIN - r �I NO SCALE EF ` �.J%A ENR�TOEEN& , 1 ALL EQUIPMENT. EI TO SUING TANKS, SHALL HAVE A CONCRETE OTHRWISE NOTED 2. ANCHOR BOLTS SHALL BE SIZED FOR THE EQUIPMENT LOAD TAPAP FINISHED FLOOR - • PLUS SEISMIC LOADS. (ZONE 3). ObFTH NIRRS SECTION 3. ANCHOR BOLTS SHALL BE SET IN POCKETS, EITHER PIPE OR BLOCKOUTS SEE DIET P /S2. ANCHOR BOLT SHALL PENETRATE EQUAIENT R.ftr STRUCTURAL SLAB AS REQ'D TO MEET MINIMUM EMBEDMENT SPECIFIED. 4. DRILLED HOLES WITH ANCHOR BOLT SET IN NON - SHRINK GROUT MAY BE USED IN LIEU OF HOOKED BOLTS. EXPANSION SHIELD TYPE BOLTS SHALL NOT BE USED. DETAIL VAR 5. ALL PENETRATIONS FOR CONDUIT AND PIPING SHALL BE NO SCALE WITHIN CONCRETE EQUIPMENT PAD. PAD TO BE CONFIGURED ACCORDINGLY. E F D H s^ ALTERNATE LOCATION 6" PVC WSTP T/ -1 TOPPING,1 Y -. _ y . 6" PVC WSTP T T/3 - ' _ / WHERE VIN r- _ AS SHOWN '�' � 4.11 ` ON DWGS OR AS T I T/ + I ; SPECIFIED + + 6" PVC • - DRY SIDE' J TYPICAL CONSTRUCTION JOINT IN SLAB TYPICAL KEY W/ PVC WATERSTOP TYPICAL JOINT W/ PVC WATERSTOP VERTICAL W t a TYPI -., rON4TR , nDN t0u'TS HORIZONTAL IN WALLS PREFORMED WALL PLASTIC TOPPING ADHESIVE RETARDED SURFACE WATERSTOP WIRE TIES • 12" O.C. TYP - 6" WATERSTOP SLAB OR FIG SANDBLAST JOINT THOROUGHLY 2" GROUT BEFORE PLACING WALL CONC. TYP.- - 1 -t t TYPICAL wNT W/ PLASTIC WAL! AND SLAB MATH WATERSTOP ADHESIVE WATERSTOP (PROVIDE ONLY WHERE SHOWN ON DWGS) (OPTION) 719ru rtnNelfllnwAUA wu.. DETAIL VAR 45' TO 60' 1 8 °- / REwFO��RppdNGDR��p pTIRN °�pN� ^G'Ere' Spy RISER DIMENSION -NOTE 1 1/6' I, 1,45' 2. DETAIL TAL BEFORE WELDING OTHER NSQDE. / AS SHOWN ( R. EXTEND TO %% U " RI DET2 F RAD. O. N D ��VCLEAR OF SIDES J _ f QO 6 AN�LESMALLERA'L IV FOR 1^ 1/2^ RAO 1/8-T �f �/6 NOTE 1— 3• E9S ELECTRODE FOR GRADE 60. `AS'SHNOWN 4" -/3 NOSING 4. SEE AWS 07.4 FOR WELpINGf6" TO EADi BAR TYP I - HORIZONTAL 111 - HORI20NTAL PROCESS AND OTHER DETAILS. DRAIN HOR12 L--- VERT TTACK } I TACK AREA G AREX - 60' ` 45• DETAIL VAR r i -+ �_(�-� NO SCALE ', /1 li i D , - -t- - 1 f2/3 S u % - 1/8- -i Spy PPD /3 BACK UPE LENGTH EA SIDE 11 - HORIZONTAL L -- H Ap 1_1 / /4" MELDING REINFORCING S>" me DETAI x/65 DETAIL NO SCALE W = J IJi t a # META O lhelelrlll, UYIre/eIIt.a INAttL AA Brown tied Coldwel !;N: M IJ'A11f . u' „In ,,�, � �: �N'1 Nry IN 4I• 111 V W Consultants ;�,N•7 aua # CAD TEAM Yw BOEING CHILLER COOLING WATER SItPPLY symm 6956SOOZDWG Seattle, Washington CITY OP RENTON ID tr,o „ "° ° "''' NO SCALE I A.•I1. I,, �' J wAR6uRTOH .,,III. , I I,. TYPICAL CONCRETE DETAILS S2 . I ; AWAt. , ....0 DilA7<7Y1lN? Of YVILLC WOE1t1 [� tt W/At 1& 93 ^I, •. r A 6 tJ 0 E � G H �Illj» IIIIIIjllll�II�IIII111�11 'lll�lllllll�lli, Ij !ll't1 llljr rTtqtrjlvljfjljlj t Iljlll1ll III tll� ( IIIIIII�IIIIIII�IIIIIII�IIIIIII�III�III�III� 4 5 6 1 9 10 11 wamsmww 12• r NMI it !M ii'esifil� ti4ettt».at i4 1664 Blow than tMe i wticaf it i4 fte t4 the +aality of tow offtiaal dnomme. t OE ea we La 93 se 'Ire cc Be to OZ st st At 4t st fit ct at it OL 4 4 A 9 s 4 c a t ww 0 E;x �IIII�IIIIIIIII�IIIIIIIil�lllllllll�lllllllll�lllllllll�llllllll l) IIIIIIIII�IIIIIIIII�IIIIIIIIi�lllllllll�lllllllll�lllllllll�llll� 2 5 4 3 I�I . I�. 4 a 2 I A CHLORINE CONTACT CHANNEL I CHLORINE CONTACT CHANNEL 2 As Nollk Dm WWW rsr A v a HP EL 115.50 A r � SEE SECTION 1/5" PLAN AT EL 116.75 SCALE: 1/4*-1'-0 A A A G A CHLORINE CONTACT CHANNEL I TEMPORARY 9WHEAD F I T �_ - _I I t 12* CHLORINE CONTACT CHANNEL 2 I I I SWE WE AM SEAT BY MANUFACTURER (TYP) 4 -7 10 W EW. (Typ) 90 SUMP INV EL 114.60 Oro" WA coww" Consultants Seattle, Washington C 4 V 2* DEEP FRP (PREFERRED) GRATING DISTRIBUTION BOX 6* X 6' STEEL -T TUBING COLUMN W/o DOWkWOUT (TYP) 71% T EOUIP BASE. SEE I ! EXPAN DET 0 /S2 - SION JOINT ... ' I- - - - - - J 0. 14 JOINT =- 1 7-7 FA so i'�Za Em JT M I L AROUND 6* TRENCH DRAIN I/.- EXPANSION JOINT EL 126.20 1 WATH 1* FRP GRATING EL 125.95 SIMILAR j0 SEC 9/S8 BOTH ENDS OF TRENCH DRAIN AND BEARING SEAT IN TRENCH DRAIN t -k— COL. 1 CIL v-O I 12*-0 1 2'-.0 617 0 6'-0 CITY OF RENTON I DUVARTURNT Or PUMLIC Won" v n IF 0 "m NOW 7 NMI It JLWW Clow ima, We motleop It Is do* to the 4wouty of the ~"I d"Um"t. cc at it 0z at at 4t 91 21 ct at I OE ea ad 4a ge GE *a I I I I I 1 11 1 A -.1 011, f H COL f S' X 6- STEEL CCL I TUBING COLUMN D P) COL I SEE ISECSp160/UST?(TY W-1 11.51 -0 61-0 1 12 12'-0 'OLk. 12'-0 + 12l-0 8'-0 6y-0 PLAN NOTE. SCALE: 1/4*-I'-o FOR COORDINATES. SEE 0 DRAVANGS. W. MAN *METRO MumUlpaUty of Ustropiditan Seattle FEB 1993 77-W r.. -- ". —7 BOEING CHILLER COOLING WATER SUPPLY SYSTEM DEG I DE F`UW4NO STATION 4595IIS003.DWG if, 'W11141 AS NOTED J. WARBURTON 0013 tole 7— A7i� PLANS S3 W/M 15-93 1w f 10 wmlmwwm 12- #V c a I Pw 0 • A B C p E F A D H COL 6' x 6' x 1/2' t COL 6' x 6' x 1/2' 6 X r x 1/2' Col. 6' x ' x t/2' COL 6' x 411" " 111 E COL 6• x 6' x 1/2' � 6 \ I X114 e•x6•x1/4• e'x6•x1/4' a•x6•xt /4• e•x6'x1/4' e•xe•x1 /{• e•xe•x1 /4• ( 5 KEY NOTES: I 15 I S7 I I I i O O1 FIBERGLASS PANEL BY CENCEL. (TYP) SEE A/S5 5 • S. x 6' O DRILL 2' CIA HOLE AT COLUMN FOR DOWNSPOUT OR PLUG. SEE DETAIL H /S7 xt /1• Q DRILL 0.5' WEEP HOLES AT EACH CMAM FOR DRAINAGE. 6' x 6' x 1 /{' 6' X 6' X 1/4' 6' K 6' X 1/4' : K 6' X 1/4' 6' x 6' K t / {' 6' x 6' X t / +' 6' X 6' x 1 /{' 6' X 6' X 1/4' 6' x 6' x 1/4 O ALL MEMBERS SHOWN ON ROOF PLAN ARE STRUCTURAL STEEL TUBING. •r NI x S °o S g $ 8 S g S g S L DD - 00 DO DO DO DO 00 DO 00 00 END JOINT DETAIL 0/57 FIBERGLASS dt� � + i \ -- - - -- — _ DWD S5 DETAIL D .97 O1 (TTP) -� -- -i .}� 4 II DETAL E /S7 DETAIL C/ S5 EL 7.6.00 1' x14 — _- .xelxt / +' e'xe x1/4•- x6 x1 /{ a x6 x1/4 SEEDEie a x61 x1/4 a xe x1/4, EL 137.00- cau►61 �►— 4 6'0 �r °-0 .p.- -a' o . —�� _ • —_V-0_ 61 -0 -h ° !' =0- DOWNSPOUT CONTRACTOR MAY SUPPLY 1 6 -0• WIDE PANEL S4 13 (OPTIMAL) ROOF 1/4'-1'-0 PUN 1f2• JT.TYP t2' �t CO M uSADDLEo 15 6 x e 3 ALL AROUND W! N � COLUMN DETAL F /5 ! 12 ( (STRUCTURAL v TUMN° 3 12' - MtTM NO CUTOUT ,� EW. EF '' _-L. _ ) DETAIL F/�7 ( FELD MERIFI) I HP EL 126.67 "� I I EL 128.84_ KITH CUTOUT 4 (FIELD VE" - 1 12 EW. EL 125.99 L iT'1 aµ -_ LP EL 126.42 -_— I I r TEMPORARY =T BULKHEAD . -- BY CONTRACTOR -- DRILL 7 /e' D41 X 6' DEEP Ia • 12 EW =�• i ' MOLES FOR 04 0 24' EW -FOR REINF, WITH EPDXY GROUT (TYP) , .;'� - SEE MECHANICAL SEE PLAN I 6 ' FOR SLIDE 2 b (�) �- D� AND SEAS 305 (Twj Cam) 12 a 12867 2 _o n 12s.e7 ( Nd9TUltE PROOF �i TYP {� CONCRETE UNDERLAY -- b 12 EW i i AND 12. OF TYPE 'H' •, I I +I I IE 118.75 MATERIAL � 2 I 1 I I( f I 2' -e• r /6 6 12 L DOWEL EF I , FILL WITH NON- SHRINK "4 I DOWEL II - I ' I EPDXY GROUT (TYP) / , !P EL 115.b0 /+ SEE S1 NOTE M2 f N 6112 EW t - I 94 • 12 05 • 12 1T-YPr ` IE 115.5° EL 116.5 .. -- - SEE PLAN)0 -1 li 05 0 12 ' AT SUMP NOTE: • INDICATES DIMENSION TD BE VERIFIED WITH PUMP MFR. N • 12 EW H" p at a EW EL 11350 MOISTURE PROOF 9" bw SECTION SECTION n ra•..�6>�..�. SCALE: 316'-1' -0' SJ SCALE: 3/a'•1' -0 p S4 rAmu II..I� - < ":.H „• 13011 �w ,•.:.• .•.w' - W. MAN *METRO MuclpBt> oI MtroPoLt.n Seattle FEB 199. Brown and ClidwN eaElNO CHILLER cOaLwo WATER SUPPLY SYSTEM C EO DE PUMPING STATION 6956SO04.DWG o As -BUTT Ba 1/94 Seattle. Washington CITY OF RENTON ` ” ` °f As NOTED bN4L c L wARBURTON SECTIONS DZPAIIT"Wvr OF PUILIC W081K1 ACS •=j n W/M 15- 93 A B C D E v F v G H app - -- - �IIIII�I�I�IIIII�IIIIIII�IIIIIII�IIIIIII�IIIIIII. I!_•!ll��+•>'�tt rl►rr r�ql , tr�+�l'►�I II111�111 Il�illllj III I��11 I IIIIIII�IIIIIII�IIIII�I�IIIIIII�IIIII�I�IIII - O »TIM1410N 1 _ 9 10 11 IIR.�M6« 12»� 4 5 6 i NMI - -it ew rin% MeiNt is law elus tbie tie eotiee6 it Is Tee to tre +eelity of the oeisiri Meemmt. OE ea ec az 9z sz az ? cc at It OZ sI e/ d.1 •I eI �I tilt a OL s • 9 s IV e a I ww �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIU) I ill III IIII I fill 11111 IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� I vv.'tEi►'si.11tYDtky:,� .. .r- �'.I,.- #> wat4l!!�il� f Lttq l�fr 1 e 4 3 A II'1071 3 HB CONT PROVIDED BY PUMP MFR NOTE: • INDICATES DIMENSION TO BE VERIFIED WITH PUMP MM If A L . U /5,• 12 (tea- $ (TYP) r1 . B 12 Ew Frm Fall F. I ❑ ❑ i EL 125.67 SEE SECT 6/S wow i { -- PUMP WRDY 4 - TS6x0 COLUMN (STRUCTURAL TUSING) - TDIETTAIILL F /57 % (TYP) CUTOUT BUTT WELD ALL AROUNL IL U4w 1 /e• ROOT IL e ML MOISTURE PROOF OVERLAY AND e' DRAW ROCK F.OR REINF. SEE SECT 1/S4 � o.a•THNaLNESS, WHITE GRD COME- ^ s• N � OMP EDGES AT x.15 (TYP TOP GUTTER (TYP) AND BOTTOM) SECTION 3 SCALE: 1/4'-1' -0" SJ SUPPORT SUPPORT 6' -0• (s_o• oR o• -o•� aPnoNAL o±o PA�L� 1_iTYP)- 4• (TYP) .75' y, ( 0.09• THICxNESS EMBED GRID 0011E TYP ^ 16. pA o SKINS ( 1 - WHITE GRD CORE (Nyp)FACE SKINS N (TTp� -- - - 15 (tYP TOP FIBERGLASS REINFORCED SHEET AD BOTTOM) FIB III&8S 01MFORCED SHEET AND BONDING LAYERS AND eoNDCMO LAYERS 1 0 AS -BUILT A I / I I i N YMB "am 0 ez 5. MINIMUM SZE OF WELDS SHALL BE N ACCORDANCE WITH AISC SPECIFICATIONS UNLESS OTHERWISE SHOWN. D.1p:�! 11 ^IL �I1•IA:+•^ tr.••., {,DIED' A Brown Old Cddwel Consultant Seattle. Washington .,`n' ,••ul av Iwl.:•NII B C CITY OF RENTON DRPARTYENT OP PUBLIC WORILB D E 1 t M UR It bil lidi fil i et to Is" Clow tbas Me .beat it is Mw to the yotit7 of the ~"I McoMt, t 9z sz yz ca at It OZ at at 4► at t► '01 c► at ►► 01 s • F A D OVERHAND INTERNAL END DAY COL. BAYS r �3►' I r -•� I W -0. OR N -0• 6' -0• SEE TS0x6 r 4 -s /e•a ' SS BOLTS GRIND FLUSH, ND L SA SIMOOTH DETAIL SCALE: 1 1 1Y -1'7V OVEIWANO -- ENDS COL 11 F- ID I I I TS 7% 5 X 1 /4 CONNECIIOH SLEEVE WITH SMM PL.N'tTE OR BENT PLATE TO SUIT TS e x e SEE PLAN - - I - - - - - -- -�+ ' I- I ii ' -- -tsex11 - T Jr r I I , I - 5/e• DIA d• SS BOLT_ — Typ I TYP I 45 12 TS6x6 TS xe 1O s7 i I 57 ; {- i - Tsexe ; TS5X 5x1/4 ! { CONNECT SLEEVE WITH SHIM PLATE OR BENT PLATE TO SUIT IS 6 X 6 DETAIL D SCALE: 1 1/2• -1' -0' S4 Ar HnUt Dnwins - a«or�pnel BIBe,o�� for i !Iff W. MAN *METRO KUASOIP•u1f Of IULMOPO1PAn 39 &tt . FEB 1993 CAD TEAM DE BOEING CHILLER CODUNG WATER SUPPLY SYSTEM 6956SOO1.OWO .0+11.11, AS NOTED PUMPING STATION J.tWARBURTOH DETAILS AND SECTION W/M 15-93 I , F G H 5 4 3 2 10,- ,- ,- I- ,- ,- N-�1•I- , -I•I•( 112+ 1 MI�INHIwIMIF ( IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII�IIII�III � �`• .,,� � +•new. ., , '"W'���I��"• - NOTES: 2 FIBERGLASS SHELTER ROOF FIBERGLASS SHELTER ROOF* 1. SHELTER ROOF FACE SKINS SHALL BE �FTRA SECTION 4 SECTION 5 Fl�C� ACRYLIC- POLIESTER MANUFACTURED LIEN L io w1E SCALE: 1/2'.1• -0' S5 SCALE: 1/2'•1' -0" S5 iE i METRO. OBE wWAiLULL RESIN SURFACE WEATHER COAT ON TOP SION. . -Q. 2. CONTRACTOR SHALL VERIFY ALL ROOF PANEL DIMENSIONS _ BEFORE FABRICATION. ! TOP AND BOTTOM WITH I 3. FABRICATED CUTTERS AND BATTEN SHALL BE ,4 VINYL BULB SEAL AND �'! STANDARD SYSTEM PRODUCT AS MANUFACTURED 55 •I SCREWS BY ROOF MANUFACTURER jl BY CEMCEL. t,l FSERCLASS STEEL STRUCTURAL NOTES: I I I I SANDWICH 1. UNLESS SHOWN OTHERWISE. DETAILING. FABRICATION AND 1 I I 111 ROOF PANEL EREC17ON OF SHALL BE IN - - - WALL ITH AIM OF STEEL CONSTRUCTION - I 9TH EDITION. S FIBERGLASS SANDWICH ROOF PANEL 4' x e' GRID PATTERN - GUTTER EDGE 2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM AX ALL STRUCTURAL STEEL TUBING SHALL BE ASTM ASOO S5 TO BE VERIFIED GRADE D IN FIELD FIBERGLASS SHELTER ROOF PLAN 3. ALL STEEL MEMBERS SHALL BE CONNECTED WITH 3/4 DIA ASTM A325 N HIGH STRENGTH BOLTS UNLESS SHOWN OTHERWISE. DETAIL A DETAIL B 4. ALL STRUCTURAL STEEL MEMBER SPLICES SHALL BE FULL . SCALE: NO SCALE S4 SCALE NO SCALE 5• PENETRATION GROOVE WELD. 1 0 AS -BUILT A I / I I i N YMB "am 0 ez 5. MINIMUM SZE OF WELDS SHALL BE N ACCORDANCE WITH AISC SPECIFICATIONS UNLESS OTHERWISE SHOWN. D.1p:�! 11 ^IL �I1•IA:+•^ tr.••., {,DIED' A Brown Old Cddwel Consultant Seattle. Washington .,`n' ,••ul av Iwl.:•NII B C CITY OF RENTON DRPARTYENT OP PUBLIC WORILB D E 1 t M UR It bil lidi fil i et to Is" Clow tbas Me .beat it is Mw to the yotit7 of the ~"I McoMt, t 9z sz yz ca at It OZ at at 4► at t► '01 c► at ►► 01 s • F A D OVERHAND INTERNAL END DAY COL. BAYS r �3►' I r -•� I W -0. OR N -0• 6' -0• SEE TS0x6 r 4 -s /e•a ' SS BOLTS GRIND FLUSH, ND L SA SIMOOTH DETAIL SCALE: 1 1 1Y -1'7V OVEIWANO -- ENDS COL 11 F- ID I I I TS 7% 5 X 1 /4 CONNECIIOH SLEEVE WITH SMM PL.N'tTE OR BENT PLATE TO SUIT TS e x e SEE PLAN - - I - - - - - -- -�+ ' I- I ii ' -- -tsex11 - T Jr r I I , I - 5/e• DIA d• SS BOLT_ — Typ I TYP I 45 12 TS6x6 TS xe 1O s7 i I 57 ; {- i - Tsexe ; TS5X 5x1/4 ! { CONNECT SLEEVE WITH SHIM PLATE OR BENT PLATE TO SUIT IS 6 X 6 DETAIL D SCALE: 1 1/2• -1' -0' S4 Ar HnUt Dnwins - a«or�pnel BIBe,o�� for i !Iff W. MAN *METRO KUASOIP•u1f Of IULMOPO1PAn 39 &tt . FEB 1993 CAD TEAM DE BOEING CHILLER CODUNG WATER SUPPLY SYSTEM 6956SOO1.OWO .0+11.11, AS NOTED PUMPING STATION J.tWARBURTOH DETAILS AND SECTION W/M 15-93 I , F G H 5 4 3 2 10,- ,- ,- I- ,- ,- N-�1•I- , -I•I•( 112+ 1 MI�INHIwIMIF ( IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII�IIII�III � �`• .,,� � +•new. ., , '"W'���I��"• - 5 4 3 2 1 A A tl G - - U A t: A F A a H -� -- CHAINRAILING 7 SI i T -0 SO DPNO W/ 1/41 AL `"J I BOLTED COVER PLATE 12-05 1 ale 3'-0 SO OPNG N/ 1/4' AL - - BOLTED COVER PLATE -- - HR TYP \-1-05 ' x 4' -0 T t B PLAN AT EL 140.00 SECTION • SCALE: 31r' -,' -0 SB TOP PLAN EL 129.84• -- -- _I t/2• EVANSION JOINT ( i . -� 2 /S T • B Wl JON T(� R AND I i T AND B ' -- FOR REINF 0'•, SEE SECTION 1/S4 - I I 4.12 EF -VERIFIED BY EQUIPMENT MANUFACTURER SECTION SCALE: 3/r -1'-0 11 1/2' RING 314•%10'x34' t- 7'%2'x4' BARS art, AL HANDRAIL /4 . 12 EW T t e t/2• t \ 1 Joy MELD TO BASE 1. AB _ • 12 3/4• tt f- (TYP) , is b 1 - NONSIRNK CONIC BASE ` - - 34• - I 1.4 AB \ SECTION 1 -1 - -- - � •- �- -- � aiMe nEO LEKOTH II t LEVELING NUTS \--CONTRACTOR TxTx1' ' ' ENET- ? - -- SUBMIT HANDRAIL GROUT POCKET - - - J2_ Ib EF /S • 12 EF �-f4 1 APPRoVAL sEFORE ANCHOR PIPE SUPPORT ±12 NSTALLATxxI • DETAIL SCALE: NO SCALE M3 /4.72 - T I - /1.12 2 -1 2$10•x34• RING t BASE - PLATES W/ LOT HOLES i'4 TileHO ' OR � I - 1 /2' t - 30.4 o �I . 12 I 1/2' t it EL 129.75 T w/ % b �L- ♦ ! 1� I 1210' ! / 1 1 2' NONSHtNK CONS WWSTP TYP BASE r I 2�� Y-- --- ••ii .3 I I .�.' i - , 3 �• I1 f� il►I' 1'4 AB -- EMKDED LENGTH SECTION SECTION 3-3 `- t LEVELING HUTS SCALE J/!1' -11-0 !B /5 EF As Now Elmwing 4 a • 12 EF S•• d•91ep�� fir SLIDING PIPE SUPPORT d�11g1p9•��(itr•t•9,• DETAIL B 011 • SCAM NO SCALE M, A..�r tt�• To (T1?) t r FOR RONF SEE SECTION 1 /S4 I i I I I 1/2' EV JOINT �tC•f� �0+}'�i� .VERIFIED BY EOLAPIENT MANUFACTURER SECTION SCALE: 314r-IV-0 i,1 . 1/2' It /8�- -- TYP SECTION 2 -2 1/2• t a -' rw A 1 /e' I / ' I L _ (fi+7l 1 8f. 1 II SECTION 4-4 �1 1 ,I. .•..1... 1JV1L1 — - MAN W. *METRO YIHIIrU u3..1, .;IV L OF wft" mm comwel FEB 1993 � Y. all 1C /1111 " +.NI ...r.l.n • yl Iw'Ir,1 BOEING CHLLER ul :, Consultants I�ie rwa . n,,..Ynwu � DEO DE OVERFLOW �roLY SYSTEM 0 AS-BUILT / Seattle. Washington CITY OF RENTON r. '010 44 iy� 3 /e' -1• -0 6956SOD4.DWG BCS ♦ 41 9t 4.M �r n��uwlnrr �^ J. WARBURTON PLANS AND SECTIONS 1. •I AiiAl SR+MAL �' u..n,t i• SV dZPARTHR" 01 PI muc WOMIKS %Sj%j� tt W/M v5_93 A B C D vi E F 0 H i OE bt se Lt ge 4Z �IIII�IIIIIIIII�IIIIIIIII�IIIIIIII I�IIIIIIIII�IIIIIII ;•r.•.;t l'~ NMI fi Sri sifiin/ �ie ii !iii clew -ttien this 1 i Notice, it is 60 to the +selity of the ~"It dwwwo. ca q it OZ s► s► M 91 21 to I c► at u OL • a 4 3 2 16 I r, I r, t I I- t- I- t- I- t- I�'•�'' 10 11 1t>Kwt18wm 12- IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� � FOR REINF SEE SECT 7/S4- ,• AL HANDRAIL A CHAINUNK IE 14t.00 DO4WNTURNED ELODW EL 1.42.00 1 SS SCREEN - 1 5' -0 - 4' B'. I _ +f � JI si D 12' EL tae o0 I FOR REINF SEE OPP j WALL + EL 731.75 /4.12 . -EL 134.50 ` 1 EWEF 04 012 t II EL 133.50 ' - w EL 137 50 1 : EL 131.00 f 'JA it EL 129.75''' F CLASS Al FILL TYP ' J X12• • FOR REINF SEE SECT 7/S6 lYP SECTION • SCALE: 31r' -,' -0 SB TOP PLAN EL 129.84• -- -- _I t/2• EVANSION JOINT ( i . -� 2 /S T • B Wl JON T(� R AND I i T AND B ' -- FOR REINF 0'•, SEE SECTION 1/S4 - I I 4.12 EF -VERIFIED BY EQUIPMENT MANUFACTURER SECTION SCALE: 3/r -1'-0 11 1/2' RING 314•%10'x34' t- 7'%2'x4' BARS art, AL HANDRAIL /4 . 12 EW T t e t/2• t \ 1 Joy MELD TO BASE 1. AB _ • 12 3/4• tt f- (TYP) , is b 1 - NONSIRNK CONIC BASE ` - - 34• - I 1.4 AB \ SECTION 1 -1 - -- - � •- �- -- � aiMe nEO LEKOTH II t LEVELING NUTS \--CONTRACTOR TxTx1' ' ' ENET- ? - -- SUBMIT HANDRAIL GROUT POCKET - - - J2_ Ib EF /S • 12 EF �-f4 1 APPRoVAL sEFORE ANCHOR PIPE SUPPORT ±12 NSTALLATxxI • DETAIL SCALE: NO SCALE M3 /4.72 - T I - /1.12 2 -1 2$10•x34• RING t BASE - PLATES W/ LOT HOLES i'4 TileHO ' OR � I - 1 /2' t - 30.4 o �I . 12 I 1/2' t it EL 129.75 T w/ % b �L- ♦ ! 1� I 1210' ! / 1 1 2' NONSHtNK CONS WWSTP TYP BASE r I 2�� Y-- --- ••ii .3 I I .�.' i - , 3 �• I1 f� il►I' 1'4 AB -- EMKDED LENGTH SECTION SECTION 3-3 `- t LEVELING HUTS SCALE J/!1' -11-0 !B /5 EF As Now Elmwing 4 a • 12 EF S•• d•91ep�� fir SLIDING PIPE SUPPORT d�11g1p9•��(itr•t•9,• DETAIL B 011 • SCAM NO SCALE M, A..�r tt�• To (T1?) t r FOR RONF SEE SECTION 1 /S4 I i I I I 1/2' EV JOINT �tC•f� �0+}'�i� .VERIFIED BY EOLAPIENT MANUFACTURER SECTION SCALE: 314r-IV-0 i,1 . 1/2' It /8�- -- TYP SECTION 2 -2 1/2• t a -' rw A 1 /e' I / ' I L _ (fi+7l 1 8f. 1 II SECTION 4-4 �1 1 ,I. .•..1... 1JV1L1 — - MAN W. *METRO YIHIIrU u3..1, .;IV L OF wft" mm comwel FEB 1993 � Y. all 1C /1111 " +.NI ...r.l.n • yl Iw'Ir,1 BOEING CHLLER ul :, Consultants I�ie rwa . n,,..Ynwu � DEO DE OVERFLOW �roLY SYSTEM 0 AS-BUILT / Seattle. Washington CITY OF RENTON r. '010 44 iy� 3 /e' -1• -0 6956SOD4.DWG BCS ♦ 41 9t 4.M �r n��uwlnrr �^ J. WARBURTON PLANS AND SECTIONS 1. •I AiiAl SR+MAL �' u..n,t i• SV dZPARTHR" 01 PI muc WOMIKS %Sj%j� tt W/M v5_93 A B C D vi E F 0 H i OE bt se Lt ge 4Z �IIII�IIIIIIIII�IIIIIIIII�IIIIIIII I�IIIIIIIII�IIIIIII ;•r.•.;t l'~ NMI fi Sri sifiin/ �ie ii !iii clew -ttien this 1 i Notice, it is 60 to the +selity of the ~"It dwwwo. ca q it OZ s► s► M 91 21 to I c► at u OL • a 4 3 2 16 I r, I r, t I I- t- I- t- I- t- I�'•�'' 10 11 1t>Kwt18wm 12- IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� � 5 4 A to COL b M DIA ROOF PANEL AND GUTTER SLTS (TYP) NOT SHOWN FOR CLARITY 1 N1 TS 7 X b OR BENT PLAT CONNECTION SLEEVE -- SECTION 11 SCALE: s -i' -o• 3s tCOL -TSBX6 zI-- F- -- TYP TS B x 6-\ I 'Ir MAX 44 41, r I TSB % 6-- 1 1/2• 2 1/2' SECTION g SCALE: 1 1/2• =1• -D' 1115 D DETAIL 0�/S7�(TYP) 2 FIBERGLASS SANDWICH FRONT EDGE OF GUTTER ROOF PANEL - - SHALL BE FLUSH WIN - CONTINUOUS BUT) FACE OF FRAME- - -- - - TAPE ALL AROIRH[ 1 16• DIA WEEP HOLE 1e1 2 µ10.E 6 FROM ALL CORNERS (TYP) .} v I i � � 114 x J /4• SS HE% HEAD r � SELF i PNG SCREWS WITH Md.OED NEOPRENE WASHER DOWIVSPGUT BONDED TO DISHED SS AT LEG WASHER AT 1• -0. O.C., T1'P e X 6 STRUCTURAL TUBING- - / - INTERMEDIATE JOINT OF 1 EDGE GUTTER/ROOF/FRAME ROOF/FRAME _ I SECTION 13 SECTIOTYNPIC 14 SCALE: 11/2'.1' -O• S4 SCALE: 11/2' =1' -0• S< V 8 /6• DIA sS bOLT— P17 TS b X b OR BENT PLATE CONNECTION SLEEVE io ✓� — �. t \ i TSaX6 I — TS0x6 SECTION 12 SCALE: 3• -1' -0• Sb END COL ROOF PANEL NOT �• SHOWN FOR CLARITY - T1P TS6x /� r - r- -TS6X6 TSaX6- 2 T�2• U A L F GUTTER NOT SHOWN FOR SS�DETAIL G- - -- - -7 ,'- 1/2• CAP PLATE WITH 2• DIA HOLE AT CENTER 1/6' R \ aTRUCTtURAL -ROOF PANEL NOT STRuo SHOWN FOR CLARITY TUNING STRUCTURAL TUBING j I 1/2• DU WEEP HOLE BEAM NOT I 2 PER LEG SHOWN FOR I - CLARITY 14 T 1 - -1/2• DIA 4 WEEP HOLE Ir 2 PER LEG NOTE �I • TO BE VMMO WITH GUTTER/ ROOF MANUFACTURER DETAIL E SECTION P15 SCALE: 3'.1' -0' S4 SCALE: 3• -1' -0' U H 53 ear .— T9 fri SECTION _ SCALE: 3•.i, -o• S7 b 6 x B STRUCTURAL TUBINO- 1r 11; 1.9' DD PVC DOWNSPOUT SEE ELEYAnON -- CUT OUT - -- — -- ' • 1/2' OIA WEEP HOLES- 3/4' STEEL BASE PLATE — -- TS 6%6 COI. A�DR BOLTS_ T '•.\ I TTT 1 3 4 DUI SS I - - -b % 1 1//2 CUTOUT AT GUTTER SIDE 3/4' STEEL PLATE BASE TYP 3 SIDES �/4 + J i 16 Sy u - t. - - 1• EPDXY GROUT f I 2• I ,6S• _ 6.2• 3 ��1 l�, �. 3/4• DIA SS ANCHOR BOLT MIiFI LEVEIJNG NUTS (TYP) �-r SECTION SCALE: 3• -1' -0• S3 S7 SECTION 10 DETAIL KF r SCALE: 11/2' -1• -0• 55 SCALE r -r-o• S4 NOTE 5 13/16' PROVIDE NEOPRENE DOWNSPOUT HOLE DRILLED TO MATCH /14 X 2 3/4' SS SPACEX /SUPPORT 9• ABOVE FIBERGLASS SANDWICH 1/2' I 5 6/18• X HEAD SCREW TOP BATTEN #14 SS SCREW BOTTOM OF COLUMN (TYP) ID OF PVC DOWNSPOUT ROOF PANEL — .- • 12' O.C. (TYP) WITH SEAL - -1/16• PVC CLUED TO \ END BATTEN • 1 I DOWNSPOUT AND EPOZED 2 (TYP) WITH E 7 �I y �' TO CUTTER N 1.90• DO PVC �r f DOWNSPOUT (TYP) BOTTOM BATTEN OOMNSPOUT �I END BATTEN BY �' • WITH SEAL AND MANUFACTURER DETAIL I•t RO SS SCREW �I .�, 010 SS SCREWS 124' O.C. • 24. O.C. SCALE: 1 1/2'•1' -0' S4 TACK WELD AT 3' O.C. TO FRAME MN KENO RADIUS (TYP ALL CORNERS) RIVET AT e' OC (TYP) NOTE: FINISH NOTES — STRUCTURAL TUBING STRUCTURAL MEMBERS NOT SHOWN FOR CLARITY I. ALL SEAMS ARE TO BE CONCEALED OR CW" w END JOINT OF FLUSH AND SANDED SMOOTH. `• ROOF/FRAME TYPICAL TYPICAL TYPICAL 2• ALL EXPOSED SURFACES ARE TO BE FINISHED SMOOTH. } (TYPICAL) EDGE INTERMEDIATE END 3. ALL WELDS ARE TO BE GROUND FLUSH AND SMOOTH, SECTION 118 OTTER JOINT JOINT FINISH RADIUS TO MATCH STRUCTURAL TUBE. -I 1 SCALE: 1 1/Y =11-0• S4 DETAIL G 4. ALL STRUCTURAL STEEL HANK GALVAN2ID, SEE SPECIFICATION FOR PAINnNG 1HEOUtitf]HENTS SCALE 2'.1' -0• As Bull ft Dmwin>Y OW m Brown d camwN Consultants 0 AS —BUILT BOS 4/� Seattle, Washington A B C BiBd ��es pwiwisisl BBBI. CITY OF RENTON DRPARTURNT OF PUSL1C WOMm D Ilnll r:ntAi — — -- ee4,'1v1j MWA* W. MA N # m m irm O YIm1t LpIWt7 tM Wtt epBttla B4.ttL FEB 1993 CAD TEAM DE BOEING CHOLER CDOUNG WATER SUPPLY SYSTEM 69S6S007 �n .nnmel AS NOTED µr L wA1TBURTON .. SECTIONS AND DETAILS S7 EIDW • f „ W/M 15-93 W111, •, E F G H v N1tINHMBN ^� % I nut If t1ki ites h"m Mcummt ie lee clew tbas Me astices it is one to the +wlity of the or"I"I decowme. 1 dz ec Lt 93 st ,a ca at to 0Z st st At of 41 -vt ct at u OL s 0E • I IIIll III III Illl�lll�lll�lll�lll�ll 10 11w+ 12- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I i k A A B C D fi F G H WARNING PWO OUNTED HOSE WARNING SIGN. SEE DETAIL B NOTl 1 THIS AIL C THIS DRAWING 1HIB DRAMWO ATTACH NTH 1_4'_ - J 1/r /S• SEE NOTE 3 5• //i' 9EE GRIMING RIVETS (4)- — I� - r 110- SEE NOTE 3 NWIE J NCRETE SLAB PIPE COUPLING �'I. • 3'/5 1/2' SEE NOTE 3 WEND TO HOSE HACK - 1 1//2' CJHP FOR AIR AND WATER CONNECTIONS. SIZE WITH LINE SIZE TO MATCH AIR OR - _2• iVP 3/4' — _ -- SILL VALVE AND WA1191 LINE SIZE -- ANGER_ BALL THREADS D - -- - -- { 1 2 1/2• PA o NUTSaaA � r�0' -- ( D0 NOT DRINK LONG sm SEE Fan Posf • 1 5n• L A T109 GRAINING OTE 5 C3 6.0 POST ■ 4'-0' NOTES: 3µ• ISOLATION VALVE, l�v - ;, i LONG, WITH 3'd'xt /4• 1. HOSE RACK AND MOUNTING SHALL BE WELDED 3 /4'i O - -- TH I S WATER — • �, 5,i• SEE NOTE J — - �.� SASE SET ON 1/2' ®ROUT - CONSTRUCTION. MATERIAL MN J /tr• STEEL tt 1 +.� PLATE HOT DP GALVANM AFTER FABRICATION. ALL BOLTS AND NUTS SML BE GALVANIZED. j_ Q T . l 2-1/2' CIA } DRAIN VALVE, SEE NOTE 4 ANCHOR BOLTS-- - -- - - 2. ROUND ALL CORNERS (3/4' RADIUS} . —B CUBIC FEET OF 1 1/2' MINUS WASIIEO a USE OIMENSONS PRECEDING SLASH WHERE WMHl10 SICK SHALL HAYS WHITE LEi1EMN0 GRAVEL PACI(ED U GRAN iYT UWIO SERVICE (C2 011 C3HP) TO THE UTILITY ON RED BACKGROUND. MATERIALS IN ACCORDANCE 3 1f - FOLLOWNfN�0 S.AaSHA F R , 1 µ0N1 DII�uSROSSR. POST MOUNTED RACK WITH sPEaFICAttaN sficnoN 10405. -- T1IPICAL WARNING SIGN TYPE D OUTDOOR UTILITY STATION DETAIL c DETAIL B 4 POST MOUNTED CONCRETE UTILITY STATION NOTES: FORM TO FIT SADDLE. i j - AT PAD TO SUPPORT CHECK 1�4• % 4' STEEL STRAP OVER i' MN-TYP 1. PRomoe ALL UTILITY STATIONS YATTI WARNING SIGN THAT READS VALVE OR ROW 51e4;&4' WIDE ' 1 •DANCER -DO NOT LINK THIS WATER' DISP AYEO IN A PROMINENT METER -- SADDLE CONCRETE PIPE SADDLE STRIP (120' /iMRAP MIN .NEOPRENE PLACE AT THE UTILITY STATION. SEE DETAIL s/Mt. HEIGHT (AS REWIRED) x CONCRETE ON BASE, MINIMUM 3'-0' 2. PROVIDE EXTERIOR UTARTY STATION WATER PMO WITH WINTER PIPE NOT" I 1/4' S1EEI PLATE -4• LANG ON AS - CHAIN I DRAINS TO PREVENT FIiEELNM FOR EXPOSED PIPES THAT ARE DRILL SADDLE AND ( 9117 - \ 1/4* 57 IR WSSET i AROUijNp J /4' CHAMFIT ALL SUPPLIED FROM SUITED WA11]I PIPES SLOPE ERPOlED PPE BACK 9TANCHION. INSTALL �/ -per WE•D TO HOL USSE � TO BURIED DRAIN VALVE (+ROYCE ISOlA110N VALVE GWN /4-wCH BOLT. LOat } ,1r VALVE AND ROC( SUMP SIMILAR TO TYPE D UTILITY STATION. ASHER, AND NUT STANDARD SUPPORT `T I -- TYPICAL 2 EA SCE SHED 3. INSTALL ISOLATING VALVE WITH EXTENSION STEM AND VALVE BOX 30 DIED 1 I - 1 - I - - - - - - I M MANUFACTURER (SIEVE — WITH COVER MARKED 'WATER.• SEE DETAIL D/M1. J _ iY v 4. INSTALL DRAIN VALVE WITH EXTENSION STEM AND VALVE BOX t/4 1•- i 4• PPE STANCHION ASPHALT IMPREGNATED FELT 5'f _� 3 NTH COVER MARKED 'DIRAI11.' SEE DETAIL D/M1. OR NEOPRENE GASKET 13' ODE (120 WRAP MN�— ' -3/4' AM EA SIDE —OPERATING NUT 3 FINISHFA SLAB 04012-- 5 PROVIDE TYPE 0 UTILITY STATION WITH CONCRETE BASE ?* n=' S /i' SST ANCHOR - - -- -VALVE AS SHOWN. POST MOUNTED RACK IS SEW" TO SLAT i BOLT NTH STUD hN WITH ANCHOR BOLTS AS SHOWN ON DETAIL C/11. io•xioxt /2• Mw_ BOLT NT FULL `� � - STm PLATE - -- _ I , I , e• X f' TRENCH DRAIN -- r -- _' ' I t� -05 EF TYP 1' MINIMUM PIPE OA. # L CONCRETE BASE LEVELING NUTS -- 4• MAXIMUM - Q I I TYP TYP DETAIL PIPING SUPPORT CONCRETE SADDLE PIPE SUPPORT sHAU.ow BURIAL DETAIL F DETAIL G VALVE NUMBNER ENGRAVED SURFACE Box ON VALVE Q FORM If DYl DISH r DRAIN LINE FLOOR LEVEL CLEANOUT WITH RISER EXTENDED TO SURFACE f• Mw-7YP `I - - -Tt- UNLESS OTHERWISE / NTH ROUND AOCESS COVER. NTH TYPE 1 CLIEMOUT - - 2 SPEaFIED - —. S EII O REFERENCE HERE DRAINAGE NOTES: SPEC SECTION 15400. D OR EQUIPMENT OR FINISHED FLOOR I. SHW�L BE PROVIDED W H G&V IZED DIKROMEE DUCT�ILEC S e•` CONdtETE PAD 2 J O I CRATES AND COVERS. 2 -5/5' FLOOR I SST - VALVE BOX BY VALVE 1/5 BEND -- CLASS E CONC 2. P FO OR ILLS SPECIFIED. SPECS HAVE A SLOPE OF 1/4 -INCH BOLTS- MANUFACTURER. SEE TTTT I E LOWER POSITION i / 3. CLEANOUTS.AND VENTS FOR HORIZONTAL DRAINAGE PIPES INDICATOR EXTENSION HANDLE SHALL BE PROVIDED IN ACCORDANCE NTH APPLICABLE W/tOP BEARING PLATE 1/5 BEND PLUMBING CODE. - _ CSR + EACH SIDE COUPLING DRAWN - - - -- VALVE :'. r -W LENGTH - - - OF PIPE ��4 140TE: As CONCRETE BEARING t2' MN TYP�SCLEANOUT IS FOR FINISHED CONCRETE UNDISTURBED SOIL i7WR �� Sir PADS W/}11N RENF i AS IS NO'! t BO' ELBOW TYPE 0 CLEANOUT 6 FOR CONCRETE BOORS VALVE j+ 12• MN -TYP 1 WITH FLOOR COVERING. - DETAIL DEEP BURIAL M3 BURIED VALVES TYPE I EQUIPMENT DRAIN TYPE I AND II CLEANOUT CLEANOUT (LINE END) DETAIL 130123 - 1 A.M. MK M. WEBER # m E T R o Mu.t 1pllt� .f w..- !W•�.. r..ccM. FEB IM Brown and Camwar N r, Consultants . � 6 - �N�I1.1, CAD TEAM DE BOEING CHILLER COCLING WATER SUPPLY SYSTEM $"&Y001.DWG 0 AS -WLT BGS 4/94 Seattle, Washington CITY OF RENTON r ,� \>tH. 1 WARBURTO N „t.O:� , MISCELLANEOUS DETAILS 'Mt ,• DlfAXfV"X" OP PIJNLIC EZ22ME2=1 Il/11p t t/N W/M15 -93 Ili " �' A B C D E F 0 H O 1 � T i� 1 ,�;5•'• N fIN N4aI / 1 -- � • - ) - t - ' - I - , - I - ' - , - , - N M I E 1._4 , -� ( •9•� I , 5 6 ' ,10,- ,- ,I- � -, -," M,,�,NI,12' 11 ,,t{3 i NOTI<t i. it tri- iiesii low document Is l*ss Clow twm this T �CZ miter it to An to the wlity of the oeiairl MCamwt. Ole 6t Be Lt 9t St fZ LL �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIU� It OZ at at At •l at ft Cl at it 01 S • L 9 IIIIIIIII�illllllll�lllllllll�lllllllll�lllllllll�lllllllll�llll� S 4 E Z t "no , .. •r . t s ` Row aG• ciE CHLORINE CONTACT CHANNEL 1 s 6• - F so 1005 _ FLOW UTILITY CHLORINE CONTACT CHANNEL 2 unm 10'-0• ri� - STATION -- - - � MN 50 100! , t - DISTRIBUTION SEE Dw0 _ I _ -- - 12• SD I I HAND HOLE WITH CJHP GATE VALVE ' -2• C2, 1• SA, I j - - - -- 4• CJHP 2• CI -BJ IN I I 1i HARD HOLE/ i P 1011 / -- 2• CI Box VAULT - 2• C2 MPI G I —�• x 2 t/2• MME toil IE 11e.50A �• j -- z t/r cLS LocAnaN sHONN j \ 9ATIUV REDUCER nm EIOSTWO LIGHT POLE ( \ SEE ONO MJ t1' -0' INTO 2 t /2• CLS �--- APPROX1"A1E (NAND S \ I F C2 -C1 - P 101 �' CSf CAVATE - -- - - -- - - -- -- --- --- -- - - -- - -- - - -- -- - -- - - -- — - — - - - -- - i w r ' PIPE LOCATOR) 3 0 E3 43 _J4 -- L—, I705TUIG ELECTRICAL -1 sG• so �. - I r - ♦ I r t CONDUIT _ 30• csE 1' � � �. 1 J %,�° MEE 1G2o twE foiz _ EXISTING LE / ..1 1 ✓ +� I j -- I 2 b� _ �� t �• rn b j �.. ♦ I - o STING ELECTRICAL DUCT BANK - - i• F "' �-•--� - - --- b I _ i MIN I CURB 120' RS TO BE BUILT W ! ' ' 19EJ OR 1994 '. 1 I _ ��_ , F _i - -- i I I� MCC 1021 T F ,OOS PIPE i 12• Cw -_ Q- Q Q' j3 Q i Q / % t1' CSE t'-0• 6' -0• 6' -0' _i- 6'-0• 12' -0• 12'-0• = f0' CSE I P 1002 / -� ' I I SO• CSE _ / PAD FOR FUTURE PIMP 1 1/2' CJHP STA 0+00 1 P 1001 J OR CONTINUATION EXISTING PAVEMENT.;i 1. C• PAD fOR P T� PUMP TE 1102 � SEE ONO 010 1 WOO PUMPINGPSTATION SITE EwsnHC FENCE •� LAN 1 " T / MO pfp SCALE. 3/1E• -1' -0 0124 J.. ";r�'• NEBER llualei t of 1Mten nt.. s.aru. fEe ,Etta M. Brown and Caldwell " " "'" .a. B 1 Consultants . °.;',iwl .L� rN:l -' OSA DE BOEwcaIiLLER COOLING WATER SUPPLY SYSTEM 69s6MO02 .1.11 WJ ,.I,iN•l G AS-BUILT I 1 />H Seattle. Washington J. WARBURTON '/16•e1' -o• PUMPING STATION SITE PLAN L!!:j I.INIV. 1 H + A B C */Mm- 91 D E f G H IF)x i �1111111�111111111111111�111111 �IIIIIII�IIIIIII IJ Il�� Ill�f t jl Illll�llf Itl�lllll III llllj I IIIIIII1IIIIIII�IIIIIIIIIIIIIII�IIIIIII�IIII O Nf/MIMMI If NMI It the iieroffli� diemFit is '!ou 4 low twm 04. 9 10 11 �w 12- + notice, it is dve to the *kality of the or"I 14ftumt. I ,r Oe 6Z fC LZ 9Z St 4Z CL ZZ is 0z Sl •t Ll 71 Bl 101 Ct et tl 01, • • L 9 s 4 E Z t + 0 �IIII�IIIIIIIII�IIiIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIU) IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� A B C D E A i 0 H °' OR 30' CSE - MME 1011 ® 3' ME t P 1011 I B P 1002 M3 °' NJ P 1012 ELASTOMER EXPANSION ----FOR 20' CSE * V T PIPING N M "T - -- . -- - AREA SEE DET A/M3 — - - e - - v_ - _ �•• Ploll � - - P __- - v 1012 0 p O -- - A"ENOTr► TE MME 1072 IF I �- MME 1011 4 \ I I ; - I. 1 _L i IC: j np O - - MME 1012 0 CV 1011 P 1001 ' - - - - © f 1 I f O F-•I ' T O � r'J � - �0 CV 101° - 20• CSE / Oj lJ O Q - 30' CSE ® 3• CSE u• csE - - -- - -- � � � © �° I ,o nt1 -� 7 - - f � � F _r --a - 3C csE I ` I - -- -- - -- - _ - i -J ❑ , ❑ O ❑ ❑ - - - TYPICAL PIPING AT STRAINER 1° DETAIL A ! • 4 - - - TE 1102 . 3 TYP SCALE: 3 /I'.1' -0' M3 3 t1 � �• CSE r 13 i MATCH INVERTS KEY NOTES PUMPINO STATION Q EQuPMENT DRAIN. FOR DETAILS SEE owa M1. O TYPE I CIEANOUT. FOR DETAILS SEE DWG w1. PLAN O SCALE: 1 /4'-1' -0 1/2' TAP NTH BALL VALVE FOR PRESSURE GAGE CONNECTION. INE 1012 - - - - - - - -� MME 1011 SIMILAR — - -- - O4 TYPE 2 AIR RELEASE VALVE. SEE SPECS. r A - -- -t P 1002 ©0 2 1/r CSE - -- - 20• C Q PROVIDE BLIND FLANGE. 4 S -- STA a00 FFOR s0• EFFS INVERT ELEVATION 11&50. FOR 1' SA -- - - `, 1 Q O O 14• CSE P 1012 CONTINUATION SEE DWG GIO. HEAT TRACE �� CSE O PROVIDE TYPE 741 VICTAULIC FLANGE OR EQUAL. f. 129.87 AND INSULATE 129.67 O ROOF COLUMN. FOR DETAILS SEE STRUCTURAL DWOS. 4' CJHP 0 20QCSE 2 r 1 , 1 Q - -- - ©EL 12°.41 -. ♦ t0' CSI: O PAD AND COVER PLATE FOR FUTURE PUMP. SEE STRUCTURAL DINGS. VE " 10 TYPE D UTILITY STAnoN FOR DETAILS SEE OW0 Mt. 2 I � ViR 1 - - - 1 _ -- _ . /F.•+.{ 11 1 1/2' UTILITY STAVON ISOLATION VALVE SEE DWO M1. 12 1/2• UTILITY STATION DRAIN VALVE. SEE DWO wt. UE 117.65 GRAVEL DRAIN PIT. SEE OWO N1. LOCATION SHOI((Mi ' ATE AFTER D \1 P HWL EL 121.73 ,° i0 14 EXISTING LIGHT STANDARD. RELOCATE B RE(Y1lRED. IDENTIFYING PPE LOCATOR)- `1 `II 1 13 - L11L EL 120.50 t5 O° 15 EXISTING ELECTRICAL caNaHr. RELOCATE IF REQUIRED. ` E 111.00 Q EQUIPMENT PROVIDED BY PUMP MANUFACTURER. l I i 1 17 PROVIDE 1 1/2' TAP ON 30' CSE HEADER INVERT NTH AS PROVIDED BY i 1 I BALL VALVE AND PIPE TO TRENCH DRAW. PUMP MANUFACTURER V t° TRENCH DRAW. SEE STRUCTURAL DWCS. TYP TYPE 1 AIR RELEASE VALVE. SEE SPECS. 1 a D� O `� EFFS ® TEAT TRACE AND INSULATE EKPOSED PIPING INDICATED. ` I 6' DR CV 1018 � � r —U® 30• CSE RESTRAINED IE 11&50 lNer%oerwe AW CV 1014 SIMILAR SLEEVE TYPE O CHECK VALVE SUPPORT. SEE DET F/Mt. wi 1 SECTION � � WO ® CONCRETE SADDLE PIPE SUPPORT. SEE DET O/M1. SCALE: , / /•.t' -o' M3 ,I � � SCALE: SECTION 2 ® ANCHOR PIPE SUPPORT. SEE DET A /S& SCIONO PIPE SUPPORT. SEE GET I/S& ' ® I' VENT NTH 118' SCREEN ON TURIED DOWN END. 125 nnn re. rl 'rl �:arr � M. WBER lt' lat M E T R O Yak'"Ut.1 rpllu Battr .� wW FE 119B rown C� 3 • Consultants DsA DE BOEING CHILLER COOLING MATER SUPPLY 69s°woo3 CITY OF ItENTON °"' �4 I "uur:I,I. I t.... ' AS -BUILT '• Etcs 4 9 eOttllr woahington ��,r4t �- �AnY.t1. ��> a WAIRBURiaN , ,mll ./41 ' � PUMPING STATION u:... M3 oESrAarUsEVr o1 PusLtc woaxs ® :I „ w/MIS -ea PLAN AND SECTIONS A ° C D E F G H �I�II��III�III�III�III�III�III�III�III�I�i�lllll. Ij, �ll��'1� �I��f � t �� �� <<<I�11 I���I�I�I III III I IIIIIII�IIIIIII�IIIIIII�III I�I�I�I I�III�I - O Mt'INMINI 1 10 11 wmweIItlm 12, ! �d!'�: i tbi �lesifil� Metr�t is leas clew tMa trio i rticat it is #ft to the gNsaty of the owf;iel dmuamt. i OE az •d La 9z sz va ca as it OZ GI W 1.9 at 91 111 et at 14 0L s • L 9 s v c a t IMFI I �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�III .,, �;11w►: r ,r .� AN A CHLORINE CONTACT CHANNEL M4 SEE SECTION 01014 GROOVED ENO COUPLING flP FOR LMTATIONS ON LOWING WATEII L CHANNEL SECTION ♦ CHLORINE 30' CSE CONTACT CHANNEL Z SO 1005 IE 122.75 EXISTING UTIUTY STATION - -, - - - Y,ry�r•rt i +I r. t 30' CSE 3 •,{ all ��ti.'•J DISTRIBUTION Box PLAN SCALE 1/4' -1' -0 EL 125.99 EL 126.67 SEE GET A/M4 / FILL WITH NON -SHRINK r - 2 EPDXY GROUT (Typ) I ,• FOR DETAILS SFE DWG S4- WS EL 12225 , WS EL 122.25 - � 1 n N � I II IE 116.75 00fTACTIQW/TL ' � OORACTi WfEL , EL 111.00 I EL 111.00 I �\ 1 1 SECTION a SCALE' 1/4.01'-O• M4 IF)X A B CHLORINE CONTACT CHANNEL T CHLORINE I t x2001 CAN NOT BE DEW � L CONTACT CHANNEL , —MODIFY EXISTING Z 4 1 I' FOR DATE OPERATOR (RELOCATE EXISTING HANDRAL MOUNTED I� I!I HOSE RACK AS REO.0) ! -EDGE Oi EKI11NO CONCRETE WSALK WEIR I I , � � f STRUCTURE 1 ii 4l i ri r �cJHP� \ I `- -- -- - - --- -- 3' C3HP CHILLER COOLING WATER RETURN PLAN SCALE: 1/4' -1' -0 -EL 126.67 REPLACE CONCRETE EL 126.00 WALKWAY —jr., TO MATCH E10� NG 5' -01 SLEEVE TYPE COUPLING TIP 1 11 30• csE tE 115.50 3/16• PL. WELDED WEEP RING. 34' YIN DIAMETER Brown and CaMwM Consultants Seottie. Woehington C EISTING CONCRETE - - -_ NEW CONCRETE WALL ��- - E TYPE WALL THIMKE i sp tool WS EL 122.25 SO 1006 SIMILAR GROOVED END COUPLING TYP f v I I I �- DISTRIBUTION BOX CHLORINE CONTACT CHANNEL r -6•- r -- - -Fl - LL WITH NON ,2 -SKUNK , -- OI �TOF p AUSLD S4 �• -6 - y- Q' - --{ - 24' EFFR 9 WS EL 122.25 V WS EL 122.25 ago" CHLOW I CONTACT 1 CIvim pp pIANa I I SLEEVE 1IPE COUPLING. TYP ; IE 117.60 EL 111.00 EL 111.00 SAW CUT OR CORE DRILL AS REGI) FOR E TYPE WALL THIMBLE _ - - -- - 1 (11M WITH NON - SHRINK EPDXY GROUT SYLIIR TO SEC 2/S4) SECTION a SCALE: 1 14' -I'-G' Y4 M. WEBER IAraun; u.r rvio •n '� ' ? DSA r DE rI rll7n ,ta ...l.ry,;, CITY OF RENTON DBP"THBNT OF PUBLIC WORKe D E v NTMBN4eN T 4 ,t>t If itii iiesifi nt MeiNt�ii leo elves tbas thin i rt;;Oo it is Ma to the +aality K the •ti=it•al Meet. OE ez ac 1cz 9z sz e►a cs iz �a pZ s� �► a s� �� �► c� z� a p� s r•m uir J. WARBLIRTON F 9 DET�-Ir-O SCA FEAma n>n� br prointorl �1. ' 4PmsTwo NUI&I"Ut7 of r.tropout.n .it.tue All FEB 1997 BOEING CHILLER COOLING WATER SUPPLY SYSTEM 6956M004.DWC PARTIAL PLANS AND SECTIONS M4 w/MIS -9� G 10 N N 11 1 81K IMJ12'- no H 2 5 4 3 9 A , C D Ifi, E F 0 GENERAL LINEWORK PLAN DRAWINGS (ca+nNUEO) H PLAN DRAWINGS (cGNnNum GENERAL ABBREVIATIONS NEW FACILITIES LIGHTING SYMan C VNRING DEM -E SV1 RO c NOTES: 1. N GENERAL, AMREV✓ATIONS USEO N ELECTRICAL DRAWINGS ARE N ACCORDANCE WITH ANSI YI.1 -1972. AMNREVIATIONS ON THIS SHEET ARE N ADDITION. OR ARE AMMENOMENTS UGHTWG FIXTURE SHAPES AND SCALE ARE 5>bICdES TO ANSI YI.1 -1972 AND ABBREVIATIONS DEFINED ON OTHER DRAIWNGS. IN CASE OF CONFLICT — C FACILITIES TO RERAN NOTE: REPRESENNIED MEERE POSSIBLE THE EXAMPLES GENERAL; THESE AMMEMATIONS SHALL TAKE PRECEDENCL 5 1117'4 EIQSTNO FACILITIES To BE REMOVED SHHXNH BELOW ARE TYPICAL APPLICATIONS UNLESS OTHERWISE NOTED W RN° DEVICES SHALL BE 2. THE FOLLOWING ABBREVIATIONS ARE NOT TO BE COWUKD RITH EQUPMENT NIMERING PREFIXES FIXTURE TYPE IDENTIFIER. TYPE APPLES TO WALL MOUNTED. FOI MDUNiWG HEIGHT SEE SPECS. LISTED ON DRAWING G2 OR On" CONTRACT DOCUMENTS. 5 EQUIPMENT OR PACKAGE BOUNDARY FIXTURES OF THE SAME SHAPE MTHIN A ROOM ((�� EE((���� OR AN AREA U.O.N. OPTIONAL QUANTITIES SHOWN• S SINGLE POLE SMTCL 20 AMP UNLESS OTERNSE NOTED. AC AMP AAWPIER , Ml0A�ERRECS) T M METER REM TO UGHTSPEC, REF. 7. AC ABOV! FINISHED �� NA MILLIAMPERE LINE CONTINUATION: NTH OPTIONAL REFERENCE B FCt P a-- MOUNTING: S S GANGED SWATCHES - -N COMMON BOX MITI COMMON A" AS HIGH AS POSSIBLE MGM MOOD CIRCULAR CONTR MIL A 32 bA EXAMPLE: MATCHLNE 'A', ON DRAWING E32. L - POLE R - RECESSED WALL PLATE AN AMPS INTAS POS CAPACITY. SY1RM MCP MO011 CIRCUIT PROTECTOR E32 E32 e�6 P - PENDANT W - WALL "CE SWATCH SUPERSCRIPT MODIFIER. LOWER CASE LETTER. AL ALUMINUM MECH MECHANICAL — NDICATE9 CIRCUIT CONTROLLED - -O b,O etc. ARCH ARCHITEC U L MFR MANUFACTURER) PLAN DRAWINGS �R OR HEIGHT. °0R TO BOTTOM MAY �.- 10, 4 :NTH CIRCUIT NLMB�R. MMIIC MICROPHONE ASYM ASYMMET111 NUMBER OF LAMPS AUTO AUTOMATIC CIRCUIT AND RACEWAY SVLR S /LAMP WATTAGE SWATCH SUBSCRIPT MODIFIER. UPPER CASE LETTER AND AUXILIARY MM MILLIMETER -- AND AMERICAN YIMtE GAUGE UgNTSPEC REFERENCE OR NUMBER: �' MV MILLIVOLT, MEDIUM VOLTAGE NUMBER OF FIXURES J = DODOU LE POLE B �IIL N//A NOT APPLICABLE P 7357 RACEWAY IDENTIFIER, SHOWN IN OPTIONAL OVAL BOX. FLUORESCENT FIXTURES NW NEUTRAL SEE RACEWAY SCHEDULE - REP. 1 4 - FOUR WAY NIC NOT CONTRACT j� K KEY OPERATED C CONDUCTOR. CONDUIT NO. NU19ER RACEWAY OR WARM SYSTEM ABOVE FLOOR LEVEL RECESSED N CEILING. J-BOX, FLEX, AND MC . MOMENTARY CONTACT. THREE POSITION CB CIRCUIT BREAKER NOW NOMINAL BELOW CEILING, EXPOSED UON. CONNECTION SHOWN. MS = MANUAL OTO STS On SWATCH a0 NP NAMEPLATE T ER ) a NTS NOT TO SCALE 4 RACEWAY OR WARM SYSTEM A90VE FLOOR LEVEL. SURFACE ON CEiLING. JP-SOX SHOWN. DIRECT ECEPT n ra CIA CONCRETE CONCEALED N WALL OR ABOVE CEILING UON. C� CONNECTION. GENERAL UNLESS OTHERWISE NOTED, RECEPTACLES STALL HE OC ON CENTER 125 VOLT, SOME PHASE. STRAIGHT BLADE, NON- CNTL CONTROL OH OVERHEAD EIXAME70 4 RACEWAY OR WARINO SYSTEM IN OR UNDER FLOOR. PENDANT STEM SUSPENDED. 4-BOX Ai CEILING LOCKING, GROUNDING STYLE. CT CONTROL TRANSFORMER OT gUNHE OR CONCEALED IN OR BEHIND STRUCTURE OR • • AND STEM LOCATIONS SHOWN. CONNECTION EQUPMENT .ROUGH STEM. 20 AMP RECEPTACLE. SINGLE STROKE - SINGLE P PORE. PHASE DOUBLE STROKE - OUPLEx. DO DUCT BANK, DIRECT BURIAL PH POLE, PHASE PULI90x NOME RUN -SEE PARE7J4). F CIRCUIT INFORMATION. M RECEPTACLE MODIFIERS: DC DETAIL CURRENT PPHH PHASE PUSHBUTTON. MCC SCHEDULE (REF 6 /), F011 CIRCUIT INFORMATION. I O , FLUORESCENT STRXPUGHt J -BOX SHOWN. GAO DIAGRAM POD NA- -1,3,6 EXAMPLE: HOPE TO PANELBOARD PRO A. C - aACf HANGER PLC PROGRAMMABLE LOGIC CIRCUITS 1. 3. AND 6 FIXTURE ON UNSMTCHED CIRCUIT GF - GROUND FAULT CIRCUIT INTERRUPTER ONG DRAWING CONTROLLER 1'C, 300 AND �� n JMGHT LIGHT etc.) PAIL CONTR + /MO AVG 0. RACEWAY SM MTH CONDUCTOR CONTENTS n' - NON- SMTCFED CIRCUIT ® 4IOV, 3ah EO AMP. RECEPTACLE MTH 9ACKBOX EA EACH PR PAN ARID SIRES• ANGLE ADAPTER, AND SPRING DOOR. EL ELEVATION PRI PRIMARY ELEC ELECTR AL) PT P07ENIIAL TRANSFORMER UGHTING, RECEPTACLE, OR MISCELLANEOUS BRANCH INCANDESCEHT/MD F7xTURES: EMER EMERGENCY PVC POLYVINYL CHLORIDE SPECIL RECEPTACLE. RATING OR NEMA CONFIGURATION ENCL ENCLOSURE PMt POKER 10) ORCU1TiN0 NOT SCHEDULED. ® AS SHOWN. EXAMPLE NEMA 10 -SIR. 125/25DV 3 POLE EQUIP EQUIPMENT �CLOSED RUNS MTHOUT HATCH LINES SHALL CONTAIN TWO 0 O RECESSED OR SURFACE 10-500 3 ORE. SO AMP. NOG- GROUNDING TYPE. Ex EbS1N0 RCPT RECEPTACLE WARES OF MINIMUM SZE REQUIRED BY THE SPECS REF REFERENCE SHWA THAT SYSTEM. OTHER CONDUCTOR 9ff F'0 b WALL MOUNTED ® RECESSED FLOOR RECEPTACLE - -ANT RECEPTACLE REOD REQUIRED SHOWN N PAWO CONDUCTORS TORS IN /X0 AMC NSDE A SDUARL p DUPLEXf �" iUFEELL0ELL AMPS RAPS ROOT WEAN SQUARE FOR 3 MORE THAN LHI CONDUCTORS N IC CIRCUIT SHOWN FLEX FLEXIBLE CONDUIT RM RESISTANCE TEMPERATURE MiH HATCH LINES THUS: Q � DIRECilONA1 LIGHT ® FLIT FUTURE TOTAL NUMBER OF CONDUCTORS - SURFACE FLOOR RECEPTACLE- -ANY RECEPTACLE 3 NOT INCLUDING EQUIPMENT GROUNDING 14 INSIDE A TRIANOE, all DUPLEX CDR GROUNDING RESISTOR SCH SCHEDULE CONDUCTOR$& NEUTRALS ARE SAME � POLE - MOUNTED AREA LIGHt. ONE POLE AND TWIG GANGED RECEPTACLES - -IN COMMON BOX NTH OF GROUND FAULT SCR SILICON CONTROLLED RECTIFIER Siff AS PHASE COFDU S FIXTURES SHOWN. OPTIONAL POLE NUMBER SHORN. COMMON WALL PLATE p DUPLEX GNO. C GROUND FAULT INTERRUPTER SEC SECONDARY REQUIRED. FOR ALWAYS EXAMPLE PORE NUIWAETI M4. DIES GALVANIZED, PoGD STEM �C SELECTOR REQUIRED. FOR NEC TA OROUNDNO CONDUCTOR � EMERGENCY UCHTNG UNIT. SELF- caNTARNEO MOTOR EOUIPAIENT Sri9 S Siff REFEII r0 NEC TABLE 26O-f5 SPKR SPEAKER CONDUIT FILL PER NEC OR MINIMUM SIZE EXIT LIGHTS. DARK QUADRANTS INDICATE FACES HOT HEIGHT SUB SUBSTATION OF 3 4 INCH EXPOSED, 1 NCH ALL OTHER iLLUYNA710 HH FIANOHOE SW �Tq, NST TIONRS EXCEPT FLEX - 1/2 NCH. HD HGH INTENSITY DISCHARGE SNIO SWITCHBOARD SURFACE ON CEILING HP HORSEPOM]N �0 RACEWAY P WIRING SYSTEM TURNED TOWARD THE H-D-A HAND-OFF -AUTO S� �� � VIEWER (UP ON PLAN DRAWINGS) t•,® O MOTOR HiR HEA117t WALL MOUNTED. ® MOTOR STARTER, INDIVIDUAL- -NOT LOCATED IN HV HIGH VOLTAGE RACEWAY DR O NG SYSTEM TURNED AWAY FROM AN MCC OR SIMILAR GROUP ASSEMBLY HVAC HEAnNO, VENTILATION. AND TEL TERMINAL X - -� THE VIEWER (DOWN ON PLAN DRAWINGS) � ieJ NTH DIRECTIONAL ARROWS NR C0101TNXiWO TELEPHONE LIGHTING CONTROL: XGX I COMBINA71ON MOTOR STARTER- -NOT LOCATED H2 HERTZ (CYCLES PER SECOND) TEMP 1E11PL7XANRE O RACEWAY OR MRNO SYSTEM CHANCE IN ELEVATION IDf- TEMP TRANSFORMER OR DISTANCE FROM VIEWER IN AN MCC OR SIMILAR GROUP ASSEMBLY ID INSIDE DIAMETER TV 30 LTG CIRCUIT IDENTIFIER: WHEN SHOWN ADJACENT IMC INDIVIDUAL MOTOR CONTROL" TYP TYPICAL 2 CONDUIT STUB AND CAP TO FIXTURE IDENTIFIES CIRCUIT NUMBER AND I IMC INTERMEDIATE METAL CONDUIT SWATCH. % CIRCUIT 3. CONTROLLED BY SWATCH a. DISCONNECT. NON- FUSED. PROVISION FOR CLASS R FUSES. NTLK INTERLOCK U/G UNDERGROUND 'n' - NON- SWATCED CIRCUIT INST INSTAN SS TANEOUS LION UEIE OTHERWISE NOTED DUCT BANE, REINFORCED CONCRETE UON. LT FUSED DISCONNECT: CLASS R FUSES UON. I/O INPUT - OUTPUT 2 OCCUPANCY SENSOR V VOLT DUCT DUCT BARK IDENTIFIER- -SEE ® FIELD INSTRUMENT JB JUNCTION BOX VA VOLTAIPERE 12 OUCT BANK SC►EOUI.E, REF'. 2 ® OCCUPANCY SENSOR CONTROL UNIT VAR VOLTAMPERE REACTIVE EXAMPLE.- N( LE.- DUCT BA 12 KCMIL 7000 CIRCULAR MIL WD VARIABLE FREQUENCY DRIVE CONTROL STATION. CONFIGURATION ACCORDING KV K.L%6T — 23 MANHOLE YH) OR HANDHOLE (HH), SEE Q PHOTOELECTRIC CONTROL UNIT TO CONTROL DIAGRAMS. KVA KILOVOLT- AMPERE XFMR TRANSFORMER KVAR KILOVOLT- AMPERE REACTIVE XMTR TRANSYIT77R MANHOLE HANDHOUE SCHEDULE, REF. 1 KW KILOWATT FIANDHOLIE 023 KIM KLOWATT -HOUR w/ NTH' �' RIDE --o-.�700A DISTRIBUTION ECUIPMENT SYMMBOLS TELEPHONE SYSTEM SYMBOLS LDIRO o WATNDUr JuwcnGN BOX MMH OPTIONAL IDENTIFIER SEE - LT LONG 7MLE"TE WITHOUT EQUIPMENT SCHEDULE. REF. 4. 711t035 GENERAL: APPROXIMATE SHAPE MCI SCALE REPRESENTED LTO LIGHTING XP EXCPLOSIOHM>tt00F TERMINAL BOX SEE EQUIPMENT SCHEDULE, REP. 4. MERE POSSIBLE, HOWEVER EXACT SIZE AND CE7MFRAL UNLESS OTHERWISE NOTED, TELEPHONE OUTLETS SHALL BE LV LOW VOLTAGE EX AMPLE: TERMINAL Box /I035 NUMBER OF SECTIONS IS ES71MAlED MOUNTED AT SAME HEIGHT AS RECEPTACLES. VERIFY. 2 IMPEDANCE FLOOR - STANDING DISTRIBUTION ASSEMBLY, SUCH AS , EXTERNAL LINE OR PLANT PHONE SYSTEM OUTLEt PROJECT SPECIFIC SYMBOLS NOTE: THIS CRANING IS GENERAL IN NATURE NOT GROUNDING SY!MBO S A SMTCHHOARD, TRANSFORMER, OR MOTOR CONTROL ALL SYMBOLS SHOWN ON THIS DRAWING ARE USED IN ^ CENTER MODIFIERS: SUBSEQUENT GRAVING& r 1 MCC1100 A - ATTENDANTS'S CONSOLE 1T� Oi GROUND ROD. WA • 10' -0', COPF'ERCI.AD QUIPYENT NUMBER (EXAMPLE) F - FUTURE INSTRUMENT (UNLESS ROD ANSI NOTED) J e JACK. PLUO-N TYPE J I ® GROUND ROD AND 11E1.L WALLL MOUNTED OOR STARTER ASSEMBLY, SUCH AS W . WALL IN7RUMENT CABINET RD, MOTOR STARTER PANEL, OR TERMINAL • GROUND CONNECTION. BOLTED TYPE PBD1200 CABINET �, �— GROUND CONNECTOR. COMPRESSION TYPE —0 -0- GROUNDING CONDUCTOR EQUIPMENT NUMBER (EXAMPLE) 04 SPEAKER I,n II I.S. !:••!f 7`•nlfC cAR tonsultants own and camwel ,I ,. I,.rl. J. PARSONS *METRO Muetetp•UtF DIN Metropolitan Seattle •.4.,r�,rl l• 14rr t.AMI [rt trlil -,(all ' V nWI.INII MI IN .1• �rl e951E001.DYYC a,lt llua o.l..,orull CAD TEAM DE BOEING CALLER COOLING WATER SUPPLY SYSTEM Seattle, Washington CITY OF RENTON '�t0 •` `wArteuRTON NO � WAwlry: 1:.. Ib1VAL cam. bNAL' /•.IIk A•, �, SYMBOLS AND ABBREVIATIONS E1 1117 _711 DBPARTNlNT OP PUBLIC WOIUtl1 tx►eIX� • 1N,I • I W/M 15-93 Ilrl • r A B C D E F G H t ��Ill�l���l�l�l���l�llll�lllllll�lllllll�lllllll IJ !l 1�1i ll1jl` tqtYFj l JlIIllO iIllII fi l I lfqll I IIIIIII1III Jill IIIIIIII�lllllll�lll 111 111 0 t.TN.11/0N 1 4 5 6 _ _ 9 10 11 NEIBNWI MINIX 12. i NMI Itt t>M lu1l Mc tlin lose clear than tide eatiee� it i• � to the wality K trM o rulml documents �..., _. • OE sz az cc zz tz OZ s► at At 91 t► fit ct at u O` 1t 6 0 9 s b c z trw 0 �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIJ� IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�III (X ♦eTr ?".��.:.'1'!T. r ♦ .. +w.'*�•fJ(flM IL♦TM.`... A B C D E F O H LINEWORK CONTROL DIAGRAMS CONTROL DIAGRAMS (CONTINUED) CONTROL DIAGRAMS (CONTINUED) ONE LINE DIAGRAMS .) CONTACTOR COU MIN OPTIONAL DESCp7lDN OR REF. Q_WITCHEC� SHOWN gITH ��U LOCATION REFERENCE "WPM CONTACTOR COIL 1011 LTG C %T UTILITY METIER pp PUGET SOUND CONDUCTORS CONNECTED C .CONTACTOR LIOHTINO ON GENERAL U NORMALLY NORMALLY AND TERMINALS. O POWER AND LIGHT REQUIREMENT. SILLBLL �---- INCOMING POWER SUPPLY F .FAST OR FORWARD OPEN CLOSED +— CONDUCTORS N0T CONNECTED � M MAN OR LINE 5 IM . FIRST MOTOR OR WYE (�) (NC) �_ "IN CABLE C TERMINATION. E1 CONES ---. -- CONNECTION POINT 2M . SECOND MAIN OR DELTA 3Z5 7ZS MFl M:STNUNCTIOE IN DATA INDICATOR 11, x% LTG CKT /I R . RUN OR REVERSE O 0-00 LIMIT: FREE —O O•-- LIGHTING ARRESTOR � 011 EQUAL b --�— TERMINAL ENTIRC POINT FOR OUTGOING CONDUCTORS WITH S L SLOW OR STMT VALVE VALVE FVU101 O _ O-r SURGE ARRESTOR IDENTIFICATION. ')pP DENOTES CONTRACTOR ASSIGNED. KIC SOLENOID TR�ER 1zS 6� `_* --.I - CABLE IDENTIFIER AND SIZE Lic_r_ri l �uE0±13 0� 06o LIMIT:FELD CABLE ROUTING THROUGH RACEWAY(S) VANE FVOIO1 VALVE FVOt01 BUS DUCT OR BUSWAY MOP f0 s) RELAY COILS WITH NUMERIC PREFIX AND OPTIONAL �—1 USED AsnAUTOENABLE. LL: CONTROL RELAT 10 F53 FS3 STAB OR PULL -APART i Is — MAGNETICTION (OPTIONAL). BREAKER MCP), AXE AUTO ENABLE CCI- UNLATCH RELAY a�0 O� FLOW ��52A �i CONNECTION. 18 IDENTIFICATION (OPTIONAL). E%AtNPI� : BREAKER 't B' a _ r CIRCUIT BREAKER, THERMAL - MAGNETIC UNLESS L LATCH AT PIPE —200A AIR CIRCUIT BREAKER 15 AMP OTHERWISE NOTED. WITH IDENTIFICATION (OPTIONAL) TRIP. OPTIONAL L0. SHOWN. n n �� EXAMPLE BlKA1�71 •�• TR o) TIME CT DELAY COIL WITH NUMERIC PREFIX, DELAY N O 02-p TEMPERATURE 52 -01 POWER CIRCUIT BREAKER ¢� �'— ACTION. AND OPTIONAL TIMING RANGE AND SETBNO. C' G � (AR. OIL, 011 OAS) 8 ' FUSE WITH SIZE AND OPTIONAL IDENTIFICATION. ON a OFF DELAY EXAMPLE: TIME DELAY RELAY 9TR. AT WELL 1pppA P FRAME AND OPTIONAL 1bANP �A x SEIm SEC/MW TR - TIMING RELAY PSI 1200A F TRIP SETTING AND I.D. SHOWN 4 FU3 iS AMP O� O pPj�p PRESSURE FUSE WITH BLOWN FUSE INDICATOR. RELAY COB. WI7H NUMERIC PREFIX AND OPTIONAL l8� d DISCONNECT OR • J/1�1\CI1� U� OVERLOAD. �TRa RELAY 11 AT TANK —� ISOlA11N0 SWITCH 4 V 600A SHOWN RATING 0/L TRIP CR - CONTROL RELAY �O o�p LEVEL —� DISCONNECT SWITCH. RATING OPTIONAL 30 AMP b_ vl I FUSED SWITCH: 30 AMP BOOV MNIWM UNLESS OTHERWISE NOTED. hlE AT SUMP AT SUMP FUSE AND SWITCH OL RELAY COL WITH OPTIONAL PREFIX. ,m 200E RATINGS US —J[� — OL - THERMAL OVERLOAD RELAY W32 O Orb FORCE OR TORQUE SHOIAW MTR MOTOR (PHASES AS REQUIRED) METO A� AT DRIVE POWER TRANSFORMER METEII WITH ALPHA IDENTIFIERS: SS1 COOUMM SELF COOLED U.O.N. hi sst OA OIL - IMMERSED, SELF COOLED 2sOw 100 KVA 13.2kV H ELAPSED TIME O SPEED _ OA/FA OA WITH FORCED All COOING JIM- SPACE HEATER. WATTAGE AS INDICATED. A AMMETER AT CONVEYOR OA. 5510 • , 'mm• ' 460/277 V M DRY TYPE, SELF COOLED COOLING V . VOLi11ETE11 I PRIMA Y At SECOND �VOLTA�GES. 460V H x Z 9ZE WITH RATED TEMP RISE SFIOWN PAIN CONTACTS M 3 280VA CONTROL SHOWN. TRANSFORMER. Z PRIMARY AND SECONDARY M ATOPNL Dim $A MANUAL- MOMENTARY MNDNG CONFIGURATION: PER ANSI 11'TTL VOLTAGE SHONE. SINE OPTIONAL AT PNL.NOm PuaNBUrroW D DELTA 120V _AI— AR -BREAK CONTACTOR, NEMA SIZE OPTIONAL _ A ( 3 50/3 CURRENT TRANSFORMER. PRIMARY /SECONDARY SIZE 3 � . ^ MANUAL MOMENTARY PUSHBUTTON WYE GROUNDED) . TURNS RATIO SHONE. M AT DRIVE Ah VACUUM CONTACTOR, NEYA 9ZE OPTIONAL OF► POTENTIAL TRANSFORMER nil —^ PRIMARY ! SECONDARY :.HORN SIZES MANUAL;- MAINTAINED 4160V - 120v VOLTAGES k WINDINGS 250 OHM 0OU0 I ROCKER SWITCH SHQUM• QUANTITIES SHOWN. RESISTOR: OPTIONAL VALUE SHOWN SNATCH OR INTERLOCK CONTACTS SHOWN M1iH TERMINALS (OPTIONAL) + J 250/5 . CURRENT TRANSFORMER: ER SMTg1 �S 12CR SCR I 1K, 3 RATIO, QUANTITIES SHOWN. POTENTIOMETER. TERMINAL NUMBERS OPTIONAL. � 10 f" � CONTROL RELAY CONTACTS WITH NUMERIC N VAT DRIVE MET ' LINE 12 LIFE 25 PREFIX AND OPTIONAL REF. OR DESCRIPTION. _ AMNI"ER SWATCH RECTIFIER 3TR 4TR 1 VS _ �7MERE SWATCH 0-11�G o•�.o ON DELAY (DELAY ON COL I]lENeaZAT10N) '4^ y1 MANUAL_ SELECTOR SWITCH METER. WITH OPTIONAL RANGE: tRIAC TO RELAY CONTACTS WITH NUMERIC PREFIX AND —0 `�'I� 2 POSITION p A - AMMETER LINE 43 LINE 44 OPTIONAL REF. OR DESCRIPTION. AT PNLnnu MAINTAINED O �S1000 W - AMMETER 2 TC - NORMALLY OPEN, TIME CLOSE. X . CLOSED CONTACT A NON - KILOWATT -HOUR METER W SURGE OR ARC SUPPRESSOR OR OR 1 2 or TO � NORMALLY CLOSED, TIME OPEN. F - FREQUENCY METER 2 CAPACITOR: SHONE WITH OPTIONAL VALUE /T J` I VAR - VAR METER tom V - VOLTMETER 5TR 6TR —Illo ; of 2 POSITION SELECTOR SWITCH 64 ANSI 037.2 DEVICE. INDICATORS SHOWN WITH OPTIONAL O••I 1-o N OFF DELAY (DELAY ON COIL DE- ENERCIZATION) ; I I SPRING RETURN TO RIGHT O3 QUANTITIES SHOWN. LEGEND x . LENSE COLOR 45 TC RELAY CONTACTS WITH NUMERIC PREFIX AND 1 I I X - CLOSED CONTACT _ A - AMBER LINE 45 LINE 46 OPTIONAL REF. OR DESCRIPTION. 1 STATUS OWECT CONNECTION G - BLUE EN OR OR TO NORMALLY OPEN. TIME OPEN. C` O O-r•p TC . NORMALLY CLOSED. Time CLOSE. A BATTERY y,� R = RED lW� �Y 2 _CL PUSH TO TEST W - WHITE t a X1 r-O �x TEST BUS TERMINAL SHOWN 5TR 6TR 1��� 600kW 46py GENERATOR MM WINDING CONFIGURATION STATUS SHOWN WITH TERMINALS (OPTIONAL) TIME DELAY RELAY INSTANTANEOUS CONTACTS T' ; nOtI SELECTOR SWATCH 60 Ns 3 ph, 4W SHOWN. VOLTAGE. FLA. POWER, FREQUENCY TAI 45 I LINE 5T WITH on oESa1P C AND OPTIONAL REF. I I I x - CLOSED CONTACT SHOWN. POKER FACTOR OPTIONAL. 1 i_I AA REMOTE BBUS TERMINAL SHOWN PROJECT SMIFIC SYMBOLS — 1 0 o* 50 AMP /10 esc RESISTOR. AMPS /TIME 1 AT PNLmra ALTERNATIVE REPRESENTATION: RATING SHOWN HOWN = STATUS --0 !4 b SHOWN LIT PUSHBUTTON I T OPTIONAL ID TERMINALS (OPTIONAL) 4 %000% GENERATOR OPTIONAL IDENTIFIER SHOWN EXAMPLE .PUSHBUTTON HS1234 FIELD EXCITER FIELD NOTE: THIS DRAWING IS GENERAL w NATURE: NOT w SWATCH POSITI ON ALL X CLOSED CONTACT SYMBOLS SHOWN ON THIS DRAWING ARE USED W u�1ll Q" . HS1234 �� OXOxx 0 . a SUBSEQUENT DRAWINGS. _.O OPEN CONTACT K KIRK KEY INTERLOCK N IF. 41F. 130129 AT PNUmm „'•, "1R , ", I d PARSONS *METRO MuWcIFWLF of M.LtopLLf.p Seattle FIR 1993 N1811`0 rm red CWWON N. °I (911"', ANI INIli '•A1 .Elf fN, Consultants :;"J'" µ< «.... ... A CAD TTSAM DE BOEING CHILLER COOLING WATER SUPPLY SYSTEM 6956E002 DWI; .. Seattle, Washington 13tl0 Ii ! I, uul law r NO SCALE t 695 E rp. j CITY OF RENEGE r4 ,L WARBURTON °L e' «If.A III.. SYMBOLS E2 ..T �. DlTAf4T1Y]tNT Or PUBLIC WORKS 3 > > w/M 15- 9.3 A B C 0 E F G H II�IIIIIIIIIIIIIIIIillllllll�lllllll�lllllll�lll .1111l��+ 1ll�f II Illjl�ljt I Jill II! III l 1141 Itpi I�III�III�III�III�III�IIIIIIIIIIIIIIIIIIIII p »TNB114M1 4 5 6 _ 9 10 11 M�B.1NB,�RIFF 12- j Mdl�t �t tririiewifil� Ne�nt is lea Clow tme t • i rticep it is IdIN to the ,olity of the ~"I MetrMt. 1 Oe ea •c La 9a sa as ? cc as is pZ sL •� NL( s� c� �� c� at u s • t 9 s IV c a 1 IN/1 I i �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� O` IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�II10 I� 2 1 A e 1247 KV LINE 1: I . 6 + NEE 1020: SERVICE ENTRANCE AND MAN BREAKER i PUGET AND �T ND POWER PAD I i MOUNTD E SNATCH ©y.t� 1247 KV Y;�i PUGET SOUND POWER 123 KVA AND LIGHT 480M. J . 4W TRANSFORMER V 480V i 111111112 /I INCOMING SERVICE GROUNDED CIRCUIT CONDUCTOR -` NEUTRAL DISCONNECT LINK NEUTRAL LUG I I PULL UTILITY COMPARTMENT SECTION HOT SEQUENCE O 400AT 600AF NFI MAN BREAKER SERVICE ENTRANCE RATED SURGE ARRESTOR MEE 1020 ELEVATION - r. - -� MCC 1021: CHILLER PUMPING STATION MOTOR CONTROL CENTER {U) --0 0 0 0 0- 2M ?,M - T4M - fi6M r ! I ®- -- -�- MFT I O ` oli I MNN BREAKERR RATED SfJRMGE CE ij_I I!I P1021A 3-1 - -- P10210:3 -1 0/d [nl_ G C, P1021z2' CONDUIT SURGE ARRESTER g Ja n a s a a - - - -- - - - I (40) (40) \75! i m,' - J EFFLUENT OISTFJFKMON EFFLUENT OMMOU71ON EFFLUENT DISTRIBUTION EFFLUENT DISTRIBUTION PUMP NO. 1 PUMP NO. 2 PUMP NO. 3 PUMP NO. 4 P 1001 P 1002 (FUTURE) (FUTURE) NEMA NEMA W1RNG: 29 INCOMING CABLES: ENCLOSURE NEMA TYPE: 3R NON- WALX -IN ENCLOSURE DEPTH: 43 INCHES VOLTS 48OV PHASE: 3 WIRE: 3 HERTZ: 60 Brown and Caldwed Consultants Seattle, Washington A B C / IIIIIIIIIIII f O NT'LMNNOM i 0E dz �IIII�IIIIIIIII�I f, CITY OF RENTON DzPAA2Wx T Or PILMILIO Won" 0 0 c' a z1c BACKWASH PUMP NO. 1 P 1011 r ♦60 I� L gig E�S mid. BACKWASH PUMP NO. 2 P 1012 30' W-t 20' r . 20' 20' 20' 20' ► REMOVABLE LIFTING ANGLE A i � E �I �i 0— J K A— M l — 1 2 3 4 1 5 1 6 1 7 _ 1SA M CONTROL IOOA t00A 100A 10DA SIZE t 8— PANEL SMC SMC SMC SMC 69 .�� PNL 1023 SIZE 3 SZE 3 SIZE 4 SIZE 4 15A M ( ) (FU ) SIZE PNL U 25 60 IF 0_ 25 AT H — 150 A TFR 1 4 1M 2M 3M 4M SM 6M 7M BASE CHANNEL T MCC 11021 ELEVATION �J•Ir�M Mnk ^J +�. i...,•n •w J. PARSONS . A.. •.(Wr•in. IHn wtunn•. Jn x.. rra ^ On CAD TEAM DE n' 1!416 N •• , JW 'ARBiHtTON E NMI Clow t"m tble i rtices it is aw to the quenty K the •witiml documm• 1 sz 4z cs sz tz 0Z it •1 Mu s1 91 lot ct at G H KEY N07M- 01 SCUD STATE SOFT STARTER (SMC) mTH BYPASS AND ISOLATION CONTACTORS. O MULTI - FUNCTION INDICATOR DISCRETE OUTPUTS TO THE PROGRAMMABLE LOGIC CONTROLLER SHALL BIE(1) ALARM - MAIN BREAKER TRIPPED(2) KIWI PULSE. O MAIN BREAKER SHUNT TRIP CDNTACT, 0 PRIMARY CONDUCTCRS FOR THE PUGET SOUND POWER AND LIGHT TMWSFORIMER SHALL BE PROVIDED BY PUGET SOUND POWER AND LIGHT. 0 1 i FOR CONTINUATION 100KVA ! ! SEE E4 208 /120V - IM 1024 J1. 4W R -I= TI lf� 1 IF PW 1023 24 CKT 30A MAIN t ra I 1 b: N N A A a ^b 16 S o loapU a TC 1017 ON LU7EJ LGFII STRAINER STRAINER STRAINER NO.1 STRANIER NO.2 CONTROL CONTROL HEAT TAPE HEAT TAPE PANEL NO. 1 PANEL NO. 2 TEMPERATURE TEMPERATURE PNL 1011 PNL 1012 CONTROLLER CONTROLLER STACK 2 DESIGNATION NEMA WRING: 29 HORIZONTAL BUS AMPS 600 VERTICAL BUS ALPS: 300 INCOMING CABLES: 4/0 CU. 21. 1 /1 GNO NO VERTICAL BUS IN SECTION 1 NO HORIZONTAL BUS N SECTION 1 GROUND BUS AMPS 300 ENCLOSURE NEMA TYPE: 3R NON- WALK -IN ENCLOSURE DEPTH: 36 INCHES SHORT CIRCUIT BRACING: 42.000 AMPS VOLTS: 460V PHASE: 3 WARE: 3 HERTZ 60 As Nuft Lm Mdl�66N �flO�pBlr /6r. IM m E T A O FEB I,,1i3 BOEING CHILLER COOLRIO WATER SUPPLY SYSTEM 615GE001DING NO SCALE 0, E3 . , 1;' SINGLE LINE DIAGRAM — 1 W/M 15 93 ' ' • ` ' 6 III�I�I�IIi�l�l�lll�lll�lll�lll�ll — 10 11 LM.BMBBRII w 12+ I Ir. IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� 1 I BASE CHANNEL T MCC 11021 ELEVATION �J•Ir�M Mnk ^J +�. i...,•n •w J. PARSONS . A.. •.(Wr•in. IHn wtunn•. Jn x.. rra ^ On CAD TEAM DE n' 1!416 N •• , JW 'ARBiHtTON E NMI Clow t"m tble i rtices it is aw to the quenty K the •witiml documm• 1 sz 4z cs sz tz 0Z it •1 Mu s1 91 lot ct at G H KEY N07M- 01 SCUD STATE SOFT STARTER (SMC) mTH BYPASS AND ISOLATION CONTACTORS. O MULTI - FUNCTION INDICATOR DISCRETE OUTPUTS TO THE PROGRAMMABLE LOGIC CONTROLLER SHALL BIE(1) ALARM - MAIN BREAKER TRIPPED(2) KIWI PULSE. O MAIN BREAKER SHUNT TRIP CDNTACT, 0 PRIMARY CONDUCTCRS FOR THE PUGET SOUND POWER AND LIGHT TMWSFORIMER SHALL BE PROVIDED BY PUGET SOUND POWER AND LIGHT. 0 1 i FOR CONTINUATION 100KVA ! ! SEE E4 208 /120V - IM 1024 J1. 4W R -I= TI lf� 1 IF PW 1023 24 CKT 30A MAIN t ra I 1 b: N N A A a ^b 16 S o loapU a TC 1017 ON LU7EJ LGFII STRAINER STRAINER STRAINER NO.1 STRANIER NO.2 CONTROL CONTROL HEAT TAPE HEAT TAPE PANEL NO. 1 PANEL NO. 2 TEMPERATURE TEMPERATURE PNL 1011 PNL 1012 CONTROLLER CONTROLLER STACK 2 DESIGNATION NEMA WRING: 29 HORIZONTAL BUS AMPS 600 VERTICAL BUS ALPS: 300 INCOMING CABLES: 4/0 CU. 21. 1 /1 GNO NO VERTICAL BUS IN SECTION 1 NO HORIZONTAL BUS N SECTION 1 GROUND BUS AMPS 300 ENCLOSURE NEMA TYPE: 3R NON- WALK -IN ENCLOSURE DEPTH: 36 INCHES SHORT CIRCUIT BRACING: 42.000 AMPS VOLTS: 460V PHASE: 3 WARE: 3 HERTZ 60 As Nuft Lm Mdl�66N �flO�pBlr /6r. IM m E T A O FEB I,,1i3 BOEING CHILLER COOLRIO WATER SUPPLY SYSTEM 615GE001DING NO SCALE 0, E3 . , 1;' SINGLE LINE DIAGRAM — 1 W/M 15 93 ' ' • ` ' 6 III�I�I�IIi�l�l�lll�lll�lll�lll�ll — 10 11 LM.BMBBRII w 12+ I Ir. IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� 1 I 6 III�I�I�IIi�l�l�lll�lll�lll�lll�ll — 10 11 LM.BMBBRII w 12+ I Ir. IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� 1 I 5 4 3 2 A e C -- 0 0 0 0 - -0 -- —0 - 0 0 POWER CR SUPPLY FOR CONTINUATION - — — SEE DRAWING E4 PNL 1026 • _. K �} � � .- - - - - -- --- -{[ -� -- - - — -- 1 I 1 CHILLER PUMPINO STATION TRANSFORMER PLC I/O - -- - - - — - -- RACK A O 1 tI t dd di- U'E PNL 1025 �C 2CO2 AND 11101: I — 2CO2 ANp 1 - GND FAIT C MIA. 2' CONDUIT, HH2 1101, H ��f71 SUPPLY FLOW 1 F-2 =J EFFLUENT DISTRIBUTION PUMP N0. 1 2 EFFLUENT DISTRIBUTION PUMP NO. 2 3 ® ® ® ® SPACE 1 i FOR 1 I I I FPUUMP I A LJ 13 OE N FIN NNM D _ E F 0 - -- - 0 -- - - 0 - - 0 - 1 0 PNL 1023 CONTROLS AND CONTROL PANEL INDICATORS IN FACE OF PNL 1023 to- CONBIHED �f 1• COMBINED _ • qpIII� �gI q I [nhi SS N� 0 • I..0 I u, Iw.w. Oro= OW Calidw� , IN•.J.,II' IN•j Consultants v ?*c +un:wx r•an,n Seattle, Washington CITY OF RENTON ;r"!ftT1NmT OF ruamc WORKI R C p MORI><t 3i eN+iietifil i�%ie G) 0 0 0 0- - L' J F-2 =J EFFLUENT DISTRIBUTION PUMP N0. 1 2 EFFLUENT DISTRIBUTION PUMP NO. 2 3 ® ® ® ® SPACE 1 i FOR 1 I I I FPUUMP I 0 F-13-1 LJ 13 PUMPS I j 0 0 0 0 I I 0 14 U 14 I I I ® 0 ® 0 i I 11 RETURN TEMPERATURE I j i I 111921 4 t I f0 10,11,12 14 STMT 15 PNL �S� IJ 11 „103 ,o ; 12 - j f� ' .•i n n n C4 n �� I^ n nnn y y IL w e � I, 02 1013 V (8 1101 I 101 1 SUPPLY RETURN HIGH RIFF FLUSH VALVE HIGH RIFF FLUSH VALVE TEMPERATURE TEMPERATURE PRESSURE STRAINER NO. t PRESSURE STRAINER NO. 2 STRAINER NO. 1 STRAINER N0. 2 fr 1� 1MME 10121 • I..0 I u, Iw.w. Oro= OW Calidw� , IN•.J.,II' IN•j Consultants v ?*c +un:wx r•an,n Seattle, Washington CITY OF RENTON ;r"!ftT1NmT OF ruamc WORKI R C p MORI><t 3i eN+iietifil i�%ie G) 0 0 0 0- - L' J F-2 =J EFFLUENT DISTRIBUTION PUMP N0. 1 2 EFFLUENT DISTRIBUTION PUMP NO. 2 3 ® ® ® ® SPACE 1 i FOR 1 I I I FPUUMP I 0 F-13-1 LJ 13 PUMPS I j 0 0 0 0 I I 0 14 U 14 I I I ® 0 ® 0 i I 11 RETURN TEMPERATURE I j i I SUPPLY FLOW 4 t I f0 10,11,12 14 STMT 15 o �S� IJ 11 lJ u r� � O9 12 f� H KEY NOTES: 1O SEE DRAWING EG FOR PLC 1/0 RACK. O SEE DETAIL A/E4 FOR INDICATION LIGHTS. 0 I } NAWLATE sCHEOULE 1 EFFLUENT DISTRIBUTION PUMP N0. 1 2 EFFLUENT DISTRIBUTION PUMP NO. 2 3 BACKWASH PUMP N0. 1 4 BACKWASH PUMP N0. 1 REMOTE OFF ON B TROUBLE 7 READY B RUNNNO 0 DIFF PRESSURE HIGH 10 SUPPLY TEMPERATURE 11 RETURN TEMPERATURE 12 SUPPLY FLOW 13 HAND OFF AUTO 14 STMT 15 STOP FACE OF PANEL 1023. 811 DhN& DETAIL a s SCALE: NO SCALE N ,� r maemowm B�tilw - l , J. PARSONS *METRO YunloipWt>r Nd Wtr.�oliLn BMttL FEB 1993 ♦ is CAD TEAM DE e ` "•' BOEING CNLLER COOl1N0 WA111 SUPPLY SY511A 699IE004AWC Imo H „enrtfmfn NO SCALE a W"�G” , •f,IH.. f.. SINGLE LINE DIAGRAM — 2 .,, ,�f E4 W/M 19 -93 „II E F 0 H is I*” clear thou We i nice, it is rw to the w"Iltt of tr. oeisiml Meet. t as �a OZ s1 st Ll 9L 21 at a pL s 6 4 3 2 I. I. I I I I I I I I F, - I - I - I 10 11 1eIBBMBrw 12- 1 z O* IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� 4 1 480 H 2 3 3 4 7 2 10 tt 12 13 14 15 A 9 C D A 0 A H CONTROL POWER ON 3 2 -0-0 BACKWASH CYCLE ON ICR —60 BACKWASH PUMP STARTER -1 loll (pp 1012) DIFF PRESSURE ALARM HIGH CYCLE TIMER @ 2,0-0 DIFF PRESS HIGH OPAN 1013 I (OPAH 1015) JCR I MME 1011 STRAINER CONTROL PANEL NO. I PNL loll (MME 1012) STRAINER CONTROL PANEL NO. i (PNL 1012) CONTROL DIAGRAM 8 (D M OL M GL OL 480V BUS MTR OL OL 0 ' OFF L OL; REMOTE ON OL It* 0 ICR 2 I 0'SEE:9/1!9 LINE: 4) 3 10 ma..; 4 5 M 6 !1 7 E A F ctrown &W Cddwal nsultants PN 2 OP BYPASS RELAY ICJ OFF IC ISOLATION CONTACTOR RELAY 120V ON AUTO SMC SOLID STATE MOTOR CONTROLLER 4 AIL 41 - I LC CONTROL POVER PLC OUTPUT I 2CR KEY NOTES* I W— EFFLUENT DISTIL ITR PUMPS ON EITHER (1) H NICTO? IS Wih foli THE OUTPUT RUN' PLC is 1-5 t f: ENERGIZED OR (2) THE H-O-A SELECTOR LS IN AUTO. THE PLC 'R : — .: LOCATED NEAR OUTPUT IS ENERGIZED AND AND THE PLC INPUT 'RUNNNW 2 ;STR HER I!j I M NOT DETECTED WITHIN X SECONDS, X 2CR SHALL INITIALLY BE SET TO 2 SEOONDS. READY w 46 a- A 0 A H CONTROL POWER ON 3 2 -0-0 BACKWASH CYCLE ON ICR —60 BACKWASH PUMP STARTER -1 loll (pp 1012) DIFF PRESSURE ALARM HIGH CYCLE TIMER @ 2,0-0 DIFF PRESS HIGH OPAN 1013 I (OPAH 1015) JCR I MME 1011 STRAINER CONTROL PANEL NO. I PNL loll (MME 1012) STRAINER CONTROL PANEL NO. i (PNL 1012) CONTROL DIAGRAM 8 (D M OL M GL OL 480V BUS MTR OL OL 0 ' OFF L OL; REMOTE ON OL It* 0 ICR 2 I 0'SEE:9/1!9 LINE: 4) 3 10 ma..; 4 5 M 6 !1 7 ht 0. W- inrcN o s n9ton CITY OF RENTON 1 1 IDUFARTUMNT Or VIUrzLic w0WW C v D 111111 Jill 1111111111111111111111111111111111 0 0e: 6z ad /.a ge rm ve x :w 4 3 ctrown &W Cddwal nsultants LEGOD. 480V OP BYPASS RELAY ICJ IC ISOLATION CONTACTOR RELAY 120V ------------- SMC SOLID STATE MOTOR CONTROLLER o s n9ton CITY OF RENTON 1 1 IDUFARTUMNT Or VIUrzLic w0WW C v D 111111 Jill 1111111111111111111111111111111111 0 0e: 6z ad /.a ge rm ve x :w 4 2OR LC INPUT I j (SEE B/ES, LINE 7) DPAH BACKWASH PUMP NO. 1, P 1011 BACKWASH PUMP NO. 2, P 1012 CONTROL DIAGRAM C 13M L PARSONS *METRO �A If FEB 1993 77W7--F777-- 7" .11 , I, r 10 CAD TEAMI DE 8"G CHILLER CDOLING WATER SUPPLY SYSTEM 695GEOD5 NO SCALE WARatHRTaN I :.. CONTROL DIAGRAM of (a -,- I E5 WIM 15-93 V v G v H 4 5 filmW docr•sit Is love clear tMs this mice, It Is we to the Wmallty of the •r"Isal decumeme. z to OZ it at Lt 91 2► 1t Ct at u L a 10 11Blt 12- 0 1111, C a I "no I III. 3 LEGOD. 480V OP BYPASS RELAY ICJ IC ISOLATION CONTACTOR RELAY 120V ------------- SMC SOLID STATE MOTOR CONTROLLER CONTROL POVER KEY NOTES* -PNL 1023 M PLC SHALL BE COWGURED SUCH THAT 'TROUBLE! CONTACT IS CLOSED tt" EITHER (1) H NICTO? IS ------- CL— THE OUTPUT RUN' PLC is ENERGIZED OR (2) THE H-O-A SELECTOR LS IN AUTO. THE PLC 'R ------- OUTPUT IS ENERGIZED AND AND THE PLC INPUT 'RUNNNW 2 M NOT DETECTED WITHIN X SECONDS, X PLC INPUT SHALL INITIALLY BE SET TO 2 SEOONDS. READY RUNNING O PNL IOCII AND PNL 1012 ARE SPECnED IN SECTION 15196. PLC INPUT 10 O SET CYCLE TIMER PER MANUFACTURER'S RUNNING REQUITEMENT. ~O -- -- --- DPAH - 2OR LC INPUT I j (SEE B/ES, LINE 7) DPAH BACKWASH PUMP NO. 1, P 1011 BACKWASH PUMP NO. 2, P 1012 CONTROL DIAGRAM C 13M L PARSONS *METRO �A If FEB 1993 77W7--F777-- 7" .11 , I, r 10 CAD TEAMI DE 8"G CHILLER CDOLING WATER SUPPLY SYSTEM 695GEOD5 NO SCALE WARatHRTaN I :.. CONTROL DIAGRAM of (a -,- I E5 WIM 15-93 V v G v H 4 5 filmW docr•sit Is love clear tMs this mice, It Is we to the Wmallty of the •r"Isal decumeme. z to OZ it at Lt 91 2► 1t Ct at u L a 10 11Blt 12- 0 1111, C a I "no I III. 8 4 3 ©= m= A -- - 120 VAC - PNL 1025, CKT 7 ISOLATION TRANSFORMER POWER SUPPLY CPU CARD 1 tip, 120 VAC CARD 2 11DI, 120 VAC CARD 3 BOO, RELAY CARD 4 8N, "a SPACE SPACE SPACE SPACE POWER SUPPLY 24 VDC PLC 1/0 RACK A LOCATION : CHILLER PUMPING STATION B LOCATION POINT (TAG) DESCRIPTION - FUNCTION 1/0! MODULE 100116 - B EFFLUENT dSTRMUTION PUMP NO. - READY KWH gLOWATT HOUR 10011'0 _ EFFl.AKNT DIS NW71ON PUMP NO. 1 -READY EFFLUENT DISTRIBUTION PUMP NO. 1 _- RUNNING I p 120 VAC DI � 120 VA_C IODIIN IO01P _ EFRLENT DISTRIBUTION PUMP NO. I - TROUBLE EFFLUENT DISTRIBUTION PUMP NO. 1 - RUN -_ - DO t RELAY _ h DO_i RELAY t001RUN 1001HSA _ _ 1002! _ EFFLUENT DKTII IUTIN PIHP N0. 1 - AUTO EFFLUENT DISTRIBUTION PUMP N0. 2 - READY _ _ DI 1 120 VAC DI 120 VAC 10021 EFFLUENT DISTRIBUTION PUMP 40. 2 - RUNNING DI 1 120 VAC 100 PP M DENT DISTRIBUTION PUMP NO. 2 - TROUBLE r6o 1 RELAY IOD2RUN EFFLUENT DISTRIBUTION PUMP 40. 2 - RUN 'Do RELAAY 1002AUT0 _ EFFLUENT DISTRIBUTION _PUMP NO. 2 _- AUTO BACKWASH PUMP NO. 1_- READY _ ' DI 1-: VAC DI 120 VAC 101110 _ 101718 _ BACKWASH PUMP ND. t - RUNlXNG DI 120 VAC 10130PIi STRAINER N0. 1 - DIF PRESStRE HIGH DI. 1 120 VAC _ _ 101210 BACKWASH PUMP NO. 2 - _READY _ VACKWASH PUMP NO. 2 RU'NNNC X01 t 120 VAC _ 10121 _ 10150PH - I W_ 12_0 VAC AO 1 AO STRAINER NO. 2 - Oi PRESSURE HIGH DI 120 VAC_ 1101FLW SUPPLY WATER - FLOW 1102TMMP _ _ SUPPLY WATER - 7EMPERATLRE AI AIJAO 1103TMP RETUIM WATER - TE�PEItATURE _ EFFLUENT DISTIIN1110N PUWWCG STA_T_ON - KWH Al_f_ NfA_O f DI 120 VAC 1020KIAN_ _ 1020P MNN BREAKER 11tlpPEp - TROUBLE EFFLUENT DISTRIBUTION PUMP S - RUNNING DI _120 VAC_ DO RELAY 10051 c -- - 120 VAC - - FROM 9"0 ISOLATION TRANY'ORMEII POWER SUPPLY O CONTROLLER CARD 1 1800, 24VDC CARD 801, 24 VDC 44AD 3 SPACE SPACE SPACE SPACE SPACE POWER SUPPLY 24 VDC PLC 1/0 RACK B LOCATION : BOEING FACILITY D POINT TAO OESCIUPTIGN - FUNCTION 1/0 MODULE 100116 - B EFFLUENT dSTRMUTION PUMP NO. - READY KWH gLOWATT HOUR ( 24VDC 100118 - 8 -1 EFFLUENT dSTR18UT10N PUMP NO. 1 - RUNNWO J0000 24V 10DIP= B EFFLUENT Dt5TMRn N PUMP NO. 1 - TROUBLE tj 24VDC 1001 RUN - 8 EFFLUENT DISTRIBUTION PUMP N0. 1 RUfI l DI 24VDC 1001HSA - B _- EFFLUENT DISTRIBUTION PUP N0. 1 - AUTO _{' DO 100210 - B_ _ DISTRIBUTION PUMP N0. 2 - READY J �24VDC DO 1 2 {VOC f00PJR - B _EFFLUENT EFFLUENT DISTRIBUTION PUMP N0. -2 - RUIINNG D-0 24OC 10020 -- B EUN DISRIBUTION PUP N0. 2 - TROBE _I DO 24C 10021iUN - B FLUENT DISiRBTIONPUMP N0. 2 - RUN p + 24VDC 1-065H-SA - 9 EFFLUENT DISTRIBUTION PUMP N0. 2 - A TO 800 TRANSFORMER 1107FLW _- 0 SUPPLY WATER - FLOW -- -- _24WC AOJ AO 1702TMP _- B SUPPLY WATE11 - TEMPERATURE -- - - - AO I AO - 1103TMP - B EM RETURN WATER - T PERAURE T 190 AO 1 AO 102OKWH - B EFFLUENT DISTRIBUTION PUMIWNO STATION - Im { 24VOC _7013DPH - B STRAINER NO. 1 - pF PRESSURE HCN - - - 00 24WC -DOT 1G150PH - B STRAINER NO. 2 - OIF PRESSURE F#CH 24VDC E EXOSTINO 3' CONOUT, FLOOR DUCT NOT IN CONTRACT I I O DISCRETE INPUT MODULE MODULE OUTPUT MODULE INPUT f I STAEFA RACK LOCATION : BOEING FACILITY POINT TAG DESCRIPTION - FUNCTION 1/0 MODULE EFFLUENT DISTRIBUTION PU1P N0. 1 -- -HEADY _ EFFUtE 1STI NT DBUTION PUMP 46.1 - RLW 6 EFFLUENT DISTRIBUTION PU1P NO. 7 - TROUBLE EFFLVE NT pSTR18UTION PUMP NO._2 -READY EFFLUENT DISTMWff_0N PUMP N0. 2 - RUNNING EFFLUENT DISTRIBUTION PUW N0. 2 - T_ROUBLE SUPPLY WATER - FLOW - - -- - -- SUPPLY WATER - TEMPERF jURE - - - RETURN WATER - TEfiPERAtURE - - - - - - KWH gLOWATT HOUR 1001! - US t _EFFLUENT DI97RBU710N PUMP 110. 1 -LADY tO011R_ - ETS I EFFLUENT DISTt &IfQN PUMP N0. 1 - RUNNNO 10OIP _- ET.�SL EFFLUENT DISTRIBUTION PUMP NO. 1 - TROUBLE 1009G - ETS I EFFLUENT DISTRIBUTION PUMP NO. 2-- READY 100418 - ETS EFFLUENT bMMT BU1T1ON PUMP _102- RUNMNO 10020 -ETS FFFLUEt1T OIS11tIBUTiON PUMP N0. 2 - TROUBLE 110IiLW - ETS SUPPLY WATER - ROW -- - - _. I- - _- -__ - _- _ - 1102TMP - ETS SUPPLY WATER - TEMPERATURE 110J11iP -ETS RETURN WATER - TEIPERAft& OPH DIFFERENTIAL PRESSURE HIGH 100117 _ _- S t001RT - S EFFUIENT pSTR18U110N PUMP Np, 1 _-Or Y EFFLUENT DISTRIBUTION PUMP N0. 1 - RUNNNO p q DI 24VDC 2�VflC _ 24VOC t001P - S 1007RUN -S tO01HSA - S 1 -- -- 00216 - S 100218 _ _ - 9 1002P _- S 1002RUN - S 1002MSA - 5 EFFLUENT DISTRIBUTION FUMP NO. 1 - TROUBLE_ EFFLUENT DISTRIBUTION PUMP ND. 1 -NUN 00 24W LN 24VDC - - - p 24VDC Of 24VDC D7 24VOC DO 21vDC DI 24VDC Al Al - q Al Al , DI 24VDC 01 24VOC _ DI 24VDC _ _ EFFLUENT DISI1IBUilON PUMP N0. 1 - AUTO --- - EFFLUENT DISTRIBUTION PUMP N0. 2 - READY _ EFFLUENT dSTRIBUIION PUMP NO. 2 - RUNNING _ EFFLUENT DISTRIBUTION PUMP N0. 2 - TRO-L -RILE EFFLUENT pSTRI8UT10N PUMP N0. 2 - RUN EFFLUENT DISTRIBUTION PUMP NQ 2 - AUTO SUPPLY WATER - FLOW -- - - SUPPLY WAtEXR - TEMPERATURE- - - - -- -- RETURN WA-10 - TE►PERATURE -- �- - - EFFLUENT dSTRBUTION PUMPING STATION - KWH 1101FLW - S 1�102TMP - S 11037W - S fo-iwH - S 1013DPH - S_ 10150PN - S STRAINEIR N0. 1 - OF PRESSURE NCH STRAINER NO. 2 - DIF PRESSURE HICK -- F 0 - H 1 MODULE LEOENO: EFFLUENT DISTRIBUTION PU1P N0. 1 -- -HEADY _ EFFUtE 1STI NT DBUTION PUMP 46.1 - RLW 6 EFFLUENT DISTRIBUTION PU1P NO. 7 - TROUBLE EFFLVE NT pSTR18UTION PUMP NO._2 -READY EFFLUENT DISTMWff_0N PUMP N0. 2 - RUNNING EFFLUENT DISTRIBUTION PUW N0. 2 - T_ROUBLE SUPPLY WATER - FLOW - - -- - -- SUPPLY WATER - TEMPERF jURE - - - RETURN WATER - TEfiPERAtURE - - - - - - KWH gLOWATT HOUR 1001! - US t _EFFLUENT DI97RBU710N PUMP 110. 1 -LADY tO011R_ - ETS I EFFLUENT DISTt &IfQN PUMP N0. 1 - RUNNNO 10OIP _- ET.�SL EFFLUENT DISTRIBUTION PUMP NO. 1 - TROUBLE 1009G - ETS I EFFLUENT DISTRIBUTION PUMP NO. 2-- READY 100418 - ETS EFFLUENT bMMT BU1T1ON PUMP _102- RUNMNO 10020 -ETS FFFLUEt1T OIS11tIBUTiON PUMP N0. 2 - TROUBLE 110IiLW - ETS SUPPLY WATER - ROW -- - - _. I- - _- -__ - _- _ - 1102TMP - ETS SUPPLY WATER - TEMPERATURE 110J11iP -ETS RETURN WATER - TEIPERAft& OPH DIFFERENTIAL PRESSURE HIGH DO 00 FLW FLOW 24 VDC r 24 VDC HSA HAND SWITCH AUTO POSITION 24 VDC 24 VDC AO AO AO 10 READY N RUNNING P PROM" RUN RUN: CLOSE MOTOR STARTER TMP TEMPERATURE - B PLC RACK B. BOEING FACILITY 120 VAC - - ETS PLC RACK C, EFFLUENT TRANSFER STATION A T ETS A - S STAEFA RACK, BOEING FACILITY EIOSTINO ENCLOSURE - DCS DISTRIBUTED CONTROL SYSTEM, EFFLUENT TRANSFER STATION ISOLATION TRANSFORMER KEY NOTES: 0 PLC 1/0 RACK B SHALL BE PROVIDED BY THE POWER SUPPLY CONTRACTOR AND INSTALLED W BOEING. REMOTE ® BOEINO SHALL HAROWAE EACH INPUT AND OUTPUT CONTROLLER BE111@1 PLC 1/0 RACK B AND STAEFA RACK CARD 1 O ' SIODOA AND S1000B MALL BE KIM M OW9 TO 1SDO. 24 VDC MATCH EIOSTNO. SIOODC SHALL BE KI N /1318 TO MATCH EXISTING. CARD 2 4AO SPACE SIODOA: 1 - 8 SIOOOBI 1 - • O CABINET D SPACE FLOOR DUCT gSCRETE INPUT MODULE SPACE SIOOOC; 4 - PR #I8 O CA°I�T F' SPACE FLOOR DUCT AHALOD NPUT MODULE SPACE SPACE POWER SUPPLY �L 24 VOC As H IS Mewing $" or I d� 0000pphIBo for Br6R1111111 IniIJ'�ppilsaf BlintREi�o Ind •��s poiwiooW BBM>l. t POINT TAG DESCRIPTION - FUNCTION 1/0 1 MODULE 100110 - DOS 1.001IR OCS 10010 - Wi 00 1250• -S - 10028__- DCS 10020 - DCS 1fO1FLW - DCS 1102TNP - ICS• 110JT1iP - DCS EFFLUENT DISTRIBUTION PU1P N0. 1 -- -HEADY _ EFFUtE 1STI NT DBUTION PUMP 46.1 - RLW 6 EFFLUENT DISTRIBUTION PU1P NO. 7 - TROUBLE EFFLVE NT pSTR18UTION PUMP NO._2 -READY EFFLUENT DISTMWff_0N PUMP N0. 2 - RUNNING EFFLUENT DISTRIBUTION PUW N0. 2 - T_ROUBLE SUPPLY WATER - FLOW - - -- - -- SUPPLY WATER - TEMPERF jURE - - - RETURN WATER - TEfiPERAtURE - - - - - - I 1001! - US t _EFFLUENT DI97RBU710N PUMP 110. 1 -LADY tO011R_ - ETS I EFFLUENT DISTt &IfQN PUMP N0. 1 - RUNNNO 10OIP _- ET.�SL EFFLUENT DISTRIBUTION PUMP NO. 1 - TROUBLE 1009G - ETS I EFFLUENT DISTRIBUTION PUMP NO. 2-- READY 100418 - ETS EFFLUENT bMMT BU1T1ON PUMP _102- RUNMNO 10020 -ETS FFFLUEt1T OIS11tIBUTiON PUMP N0. 2 - TROUBLE 110IiLW - ETS SUPPLY WATER - ROW -- - - _. I- - _- -__ - _- _ - 1102TMP - ETS SUPPLY WATER - TEMPERATURE 110J11iP -ETS RETURN WATER - TEIPERAft& 24V1k 24 VOC DO 00 DO DO 24 VDC r 24 VDC DO DO AO AO AO 24 VDC 24 VDC AO AO AO FORNEY DISTRIBUTED CONTROL SYSTEM LOCATION : EFFLUENT TRANSFER STATION POINT TAG DESCRIPTION - FUNCTION 1/0 MODULE 100110 - DOS 1.001IR OCS 10010 - Wi 00 1250• -S - 10028__- DCS 10020 - DCS 1fO1FLW - DCS 1102TNP - ICS• 110JT1iP - DCS EFFLUENT DISTRIBUTION PU1P N0. 1 -- -HEADY _ EFFUtE 1STI NT DBUTION PUMP 46.1 - RLW 6 EFFLUENT DISTRIBUTION PU1P NO. 7 - TROUBLE EFFLVE NT pSTR18UTION PUMP NO._2 -READY EFFLUENT DISTMWff_0N PUMP N0. 2 - RUNNING EFFLUENT DISTRIBUTION PUW N0. 2 - T_ROUBLE SUPPLY WATER - FLOW - - -- - -- SUPPLY WATER - TEMPERF jURE - - - RETURN WATER - TEfiPERAtURE - - - - - - I CAB D. 473 _CAB __ D. 474 CAS 5._473 d 01 _ d p 01 CAB_D. 478 CAB 0._477 CAB D, 478 CAB F. 89 CAB F, 90 CAB F 91 DI Al AI AI 5 4 3 2 -- 1v.luu ra•11 r.... OMETAO JW , p o•rl Ir_�,w. I..0 r� lu•N., J. PARSONS o! tletl'O ULa Seattle FES 1993 Wom � C�w� ,... ..N ar.lil� rNr. iP101 pr,il� •<,:I flI ,;. L�1W Iyy1 /Fl 1 /Ur �.ry CAD TEAM 1 Consultants tiYrurt r.v,• +•w nun • BOEING CHILLER coouNC WATER SUPPLY 6VAE006.DWC Seattle, Washington CITY OF RENTON 6MO . J. WA 1, NO SCALE i.L *b><.L J. wARBURrON .,r „I�. 111 PLC 1/0 RACK DIAGRAM E6 • DXtPARTYSItT OF PVIBLIC W0PX4 ® W/M 15 -93 1 ' A B C D E F G H o�l�l *!�;�I���I���I���I ��I���I���I���I�• �J- �Itlt�1l1 ifltlIIIl II1 11 11 I lll��l���l���l���l���l���l���l���l���l��ll�� _ j 4 5 �.,.� 6 .--- ..._.��_.�_ . _..�._._...�_ 1 9 10 11 EI�.FI.�EwBt 12. � ", it tri iii"It a/ NCrent is laaa Clot than Oda • r rhea/ it is aw to the qulity of the •ei�inal dmmmt. r. OE ez ed la 9z sz 4z ca as to OZ st et L& 91 81 to ct at u OL • • � 9 s IV c z I INFO O ( Illl�llllillll�llllillll�llllillll�lllllllll�llllillll�lllllllil� lllllllll�llllillll�lllllllll�lllllllll�lllllllll�lllllllll�lllll I -- 1v.luu ra•11 r.... OMETAO JW , p o•rl Ir_�,w. I..0 r� lu•N., J. PARSONS o! tletl'O ULa Seattle FES 1993 Wom � C�w� ,... ..N ar.lil� rNr. iP101 pr,il� •<,:I flI ,;. L�1W Iyy1 /Fl 1 /Ur �.ry CAD TEAM 1 Consultants tiYrurt r.v,• +•w nun • BOEING CHILLER coouNC WATER SUPPLY 6VAE006.DWC Seattle, Washington CITY OF RENTON 6MO . J. WA 1, NO SCALE i.L *b><.L J. wARBURrON .,r „I�. 111 PLC 1/0 RACK DIAGRAM E6 • DXtPARTYSItT OF PVIBLIC W0PX4 ® W/M 15 -93 1 ' A B C D E F G H o�l�l *!�;�I���I���I���I ��I���I���I���I�• �J- �Itlt�1l1 ifltlIIIl II1 11 11 I lll��l���l���l���l���l���l���l���l���l��ll�� _ j 4 5 �.,.� 6 .--- ..._.��_.�_ . _..�._._...�_ 1 9 10 11 EI�.FI.�EwBt 12. � ", it tri iii"It a/ NCrent is laaa Clot than Oda • r rhea/ it is aw to the qulity of the •ei�inal dmmmt. r. OE ez ed la 9z sz 4z ca as to OZ st et L& 91 81 to ct at u OL • • � 9 s IV c z I INFO O ( Illl�llllillll�llllillll�llllillll�lllllllll�llllillll�lllllllil� lllllllll�llllillll�lllllllll�lllllllll�lllllllll�lllllllll�lllll 5 4 3 2 A AL B C D I: F C H A .l is IF)x 'A 1, 5 4 1' SPARE FUTURE ELECTRICAL FOR EM. UGHT POLE, j (NOT N CONTRACT) 1_.—J - - - --- -- - -- CHLORINE CONTACT CHANNEL 1 KEY NOTES: ENTRANCE NEE e�C'T � ` 2 1/?' MIN BELOW - RSERVICE 1020, D IN ANON CONTROL O CENTER. MCC 1021 ARE LOCATED N ANON- WALN -N A A ENCLOSURE i � OABARE COPPER 3/4' COND. MOVE OHIO (LATER) P 10118 - \, O CONDUIT SHALL STUB UP THROUGH SLAB AND BE CAPPED. LIGHT POLE P 1011 - - SO 1009 II PNL 1012 � - -] j/ / \\ N FAL CGN SHALL C 1017 1' COND C t' I MEE 1011 ``•. I 1 YEIMILD I THE RELOCATE ATEA S - 1EItlR�D``1HE FIELD, RELOCATE AS REQUIRED. . O4 INST iMi 11161JlD RODS IN WELLS AT THE PUGET tOta COND � PNL 1011 ��'•. � •\ �\ f .� CHLORINE CONTACT CHANNEL 2 POWER TRANSFORMO SHOWN ON ORAWINO C9 / , MEE 1020 1 SO 7006 - -Z- �1 A .l is IF)x 'A 1, 5 4 1' SPARE FUTURE ELECTRICAL FOR EM. UGHT POLE, j (NOT N CONTRACT) 1_.—J - - - --- -- - -- / - C 1011 1' COND , GROUNDING RIND � ` 2 1/?' MIN BELOW 314' COND P 10128 — r i � OABARE COPPER 3/4' COND. MOVE OHIO (LATER) P 10118 EIOSTNG LIGHT POLE A .l is IF)x 'A 1, 5 4 I FUTURE ELECTRICAL DUCT BANK j (NOT N CONTRACT) 1_.—J - - - --- -- - -- / - C 1011 1' COND , t � ` j 314' COND P 10128 — r C 1012 i' COND P 1011A J /4' COND ' CONDUIT O 3/4' COND. MOVE OHIO (LATER) P 10118 LATER 7 ; 314' CONO P 1011 i I I � I A .l is IF)x 'A 1, 5 4 t I - -I I 1 1 -_I t. f i' /I i 2' PVC SPARE FOR EIOST. ELEC. CONDUIT —. 3/4' COND I 1021A 2' COND j rc Lora MME 1012 1_.—J - - - --- -- - -- I - C 1011 1' COND , � ` j 314' COND P 10128 — C 1012 i' COND P 1011A J /4' COND ' CONDUIT O 3/4' COND. MOVE OHIO (LATER) P 10118 LATER 7 ; 314' CONO P 1011 i I I � I PNL 1012 � - -] j/ / j � C 1017 1' COND C t' 3 MEE 1011 ``•. I MEE 1012 -- ; I tOta COND PNL 1011 ��'•. � •\ �\ f .� Mi6i 1011 ' 1 / � � / � j / , MEE 1020 1 t I - -I I 1 1 -_I t. f i' /I i 2' PVC SPARE FOR EIOST. ELEC. CONDUIT —. 3/4' COND I/! 11CC 1021 1 C 1101A 2' COND t S 102JA TE 1102 ` \ 3/4' COND - -- - -- , S 1105 •' TC 1015A � �' \ 1 1/Y CONO P 1001 J /4' COND 1 1/Y CONO P 1002 - -- -- - Lj / / TT 1102 --- -- --� 3/4' COND C 1019 •� ; ; I USE MOUNTING 3/4' COW 3/4' COW C tO1J DETAIL E, DWC Ea LATER 3/4' COND C 1014 j/' OPSH 1019 CV 1014 CV 1016 PUMPING sTAnoN sire I I - - DPSH 101J Y CONE) WS110, PLAN SCALE: 3/16'1'-0 i — nnNrti prlr .,�e,•. lu..u, +I I. r u�w•. ,� d PARSONS wiN •u In : ,+� Oro" ow COW" F.. .I"Vr Afr ,earl IM.A11 X14..11' Consultants CAD TEA" OE .IIt[ rtU• 7Yr ...wlwN, Seattle. WOshington rnu CITY OF BENTON a WARBURTON ANAL � �ARfAt �' GZlA1RTYZ1'tT or rusuo women ® 17 6 C v D v E v F HH1 S 77028 3/4' COND HH2 (-P-1-00-3) 2' DONE) P 1004 2' COND - - FOR CONTINUATION OF CONCRETE ENCASED DUCT BANK SEE ORAWNG G5 FOR CONTNUATION OF CONDUIT SEE DWG Ea # M E T R O �• >. 1d.lr.piR.. B..LlL 41! BOEING CHU" COOLING WATER SUPPLY SYSTEM PUMPING STATION W/M 15 - -93 ELECTRICAL SITE PLAN C IN A• Bunt Dnvftg /IM 2 1 N_r 6956EGO7.DWG naval !: • E7 I r - 1 t 4 I , ' I • I r I 1 -(- I'( - 1 •-L ' -1 ' 1' 4' ,I' I' I' I' I r I r- (r- I-r-(-r-I-,-I-1•I O N1T4sINkM 1 % _ 5 6 ?. - 9 10 11 IWIBBIRIMIP 12- i r' NMI it abi iierif lined docmit ie lose clear tbas tide i eotieeB it is one to the gmd:Lt7 of tre . mnt eculual ditu a . _ . 1 ;. DE 6Z et LL 9t SZ *a Ct cc tt OZ et e1 61 91 at at u O` s e o 1. 9 v E a l on IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIlllllll�lllllllll�lllllllll� Illllllll�llllllllljllllllllljlllllllll�lllllllll�llllllllljlll ( 1r. 1021A 2' COND 2' COND f E)(ISTIN7 ucHt Pau: - ENISTINO ELECTRICAL � ` ;/ -- - - - --i 0 CONDUIT O (2' SPARE) -� 7 CONCRETE ENCASED DUCT BANK I/! 11CC 1021 1 C 1101A 2' COND t S 102JA TE 1102 ` \ 3/4' COND - -- - -- , S 1105 •' TC 1015A � �' \ 1 1/Y CONO P 1001 J /4' COND 1 1/Y CONO P 1002 - -- -- - Lj / / TT 1102 --- -- --� 3/4' COND C 1019 •� ; ; I USE MOUNTING 3/4' COW 3/4' COW C tO1J DETAIL E, DWC Ea LATER 3/4' COND C 1014 j/' OPSH 1019 CV 1014 CV 1016 PUMPING sTAnoN sire I I - - DPSH 101J Y CONE) WS110, PLAN SCALE: 3/16'1'-0 i — nnNrti prlr .,�e,•. lu..u, +I I. r u�w•. ,� d PARSONS wiN •u In : ,+� Oro" ow COW" F.. .I"Vr Afr ,earl IM.A11 X14..11' Consultants CAD TEA" OE .IIt[ rtU• 7Yr ...wlwN, Seattle. WOshington rnu CITY OF BENTON a WARBURTON ANAL � �ARfAt �' GZlA1RTYZ1'tT or rusuo women ® 17 6 C v D v E v F HH1 S 77028 3/4' COND HH2 (-P-1-00-3) 2' DONE) P 1004 2' COND - - FOR CONTINUATION OF CONCRETE ENCASED DUCT BANK SEE ORAWNG G5 FOR CONTNUATION OF CONDUIT SEE DWG Ea # M E T R O �• >. 1d.lr.piR.. B..LlL 41! BOEING CHU" COOLING WATER SUPPLY SYSTEM PUMPING STATION W/M 15 - -93 ELECTRICAL SITE PLAN C IN A• Bunt Dnvftg /IM 2 1 N_r 6956EGO7.DWG naval !: • E7 I r - 1 t 4 I , ' I • I r I 1 -(- I'( - 1 •-L ' -1 ' 1' 4' ,I' I' I' I' I r I r- (r- I-r-(-r-I-,-I-1•I O N1T4sINkM 1 % _ 5 6 ?. - 9 10 11 IWIBBIRIMIP 12- i r' NMI it abi iierif lined docmit ie lose clear tbas tide i eotieeB it is one to the gmd:Lt7 of tre . mnt eculual ditu a . _ . 1 ;. DE 6Z et LL 9t SZ *a Ct cc tt OZ et e1 61 91 at at u O` s e o 1. 9 v E a l on IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIlllllll�lllllllll�lllllllll� Illllllll�llllllllljllllllllljlllllllll�lllllllll�llllllllljlll ( 1r. 5 4 3 2 A _ B �A ' 1 PUMPING jSTA"- �11`y( 1y 1� -" •� - SEE DETAIL C/E/ FOR ROUTING HHBC r' 101, gq�cQ - OVERFLOW HHOA ' STRUCTURE SEE DETAIL AA n \ C 1101A CS __1_1_038 S 1023A s 1o23c -- - , - s 1023c � IIHec'f� � jIL N D AIL a r S1023C 1 BC J - S 1023A 1 S 1023A S 102 38 +++ i 6 HH4 SPLICE I / `FfiS /J HHBC -S S 10238 - MHB, HH O ElasnrNO 3 HAN HH/CM6 HHHDC -7 S 1023e S 10238 STATION 13+15 \1 LONGACRES 1 RACE TRACX HANDHOLES AND DIRECT BURIED RACEWAY Q4 PARTIAL PLAN SCALE: NO SCALE CAP NOTES: 1. ALL STAINLESS STEEL SHALL BE 316 SS. MOUNTING BRACKET r - SUTLIED BY NSTIIUME IT 2' STAINLESS STEEL O SCH 40 PIPE 'oI 1/2' STAINLESS b 57EEL NUT (4) -- b' 58- DIA STAINLESS FLAT WASHER (1) HO/LE ((TYP OF 4) 3/6' STAINLESS , 1 7 STEEL PLATE FLOOR PLATE DETAIL C D E F 0 H $ 1103A - — 1T 1103 GRADE .. TE 11 CONNECTION UK MOUNTIN OCTAL r. OOWDD E/ KEY NOTES: HEAD 9 11038 O1 SEE DRAWING 05 FOR CONCRETE ENCASED DUCT DANK. _ - EL 140.00 EL 142.00 TRACER TAPE MIN" COVER O HH2 THROUGH APPROXIMATELY 10 SHALL K LOCATED AT APPROXIMATELY L w` - -- - DEPTH 24' 300' INTERVALS DIRECTLY A/OVE RACEWAY(S) AS 5 I EYEBOLT TO SECURE RED CONCRETE Pte) lr' SHO,MN ON TYPICAL TRENCH SECIJgN, HH2 THROUGH HH10 SHALL K BOTTOMLESS, 22' X 17' X 12' DEEP. /000 PSI TEMPERAIURE ELEMENT �: �i STEEL REINFORCED CONCRETE, GALVANIZED DIAMOND PLATE OVERFLOW I , — TE t103 + ; ^i J STEEL FRAME AND LA RATED FOR H -20 LOADING AS STRUCTURE �I EL_13800 1� tj APPROVED BY THE CITY OF RENTON ON DRANNO JL -36. E6 -1 V-2 EL 137.00 -+ RE STL jS j1 • 36' MAX f 12' MAX - �J INSTALL REMAINING LENGTH (OW MINIMUM) OF CAKE S1023A N EXISTING CONDUIT AND HUINDHOLES. COORDINATE � I 'I ' i • 'S' CONDUIT S 11038 CONTINUES DIRECT BURIED TO HMO � I EL 131.50 I I DETAIL A SCALE: NO SCALE E6 / TERMINATION LOCATION MATH BOEING. CAME S1023A H VISO TIMNAX4U.) MAY BE SPLICED IN HHB• SHALL iE WATEIInCHT. �I O RACEWAY AND TRACER TAPE INSTALLATION LOCATIONS ARE •,/ /1 Q - - SHOWN ON TYPICAL TRENCH SECTIONS. SEE DRAWING 013. EXISTNO ENCLOSURE FOR ETS PLC AND CABINETS D AND F - FOR 00 1 0 ARE LOCATED HERE, CONDUIT - -- - - Ij 1 O SPLICE N 511030 AND SPARE CONTINUOUS BARE t }"iT pj O7 2 -4• PVC STUD OUT HERE FROM HH2 4/0 COPPER OROUND O 1 -4' CRC FROM PUCET POWER XI'IR TO NMI 4 CONCRETE ENCASED DUCT BANK DETAIL F SCALE: NO SCALE EB i s - - FE 1101 i Upon '-CONDUITS C 11OIA AND 5 11019 t , CONTINUE DIRECT BURIED TO 2 S 1fOfA - S 1101D C 1101A DETAIL a SCALE: NO SCALE E6 1 "l cj RNn tb1 1 ,THROUGH EXISTING :,..- 13' SPARE CONDUIT- r; I '' 1$ , • -a s3 - _ CONDUIT S1023C "11 COR\NUE\S TO HMO NMI ' •' � . fN , _ _'mot ' \ �; ' �_ ENDS N EXISTING ' /0 PANEL PNL 2420` ru,(,/ EFFLU CA EN M nRA1E5 E 51023e caN ! TRANSFE T R / - CONDUIT S 1023C �7 rI THROUGH FLOOR DUCT I ENTERS EXISTING 1A� + To NEW PLC N STATION i l EXISTING ENCLOSURE h I ' ii DETAIL c SCALE: NO SCALE E6 AFTER GROUT LEVELING .2 A. Built Dr.«9na AN /TA Ess sim 6' SINGLE INSTRUMENT M TING 1 NC NUTS (4) FLOOR SUPPORT / A a mw l j 111M 1 DETAIL E L>rd •ELaneee ploi/wbM IS Z :•� SCALE: NO SCALE kLARJ 1 1 4 rf WN, I *METRO pots . ;`•`' 4 J PARSONS YWet L et W Ln Se.ltle FES 1993 Brown end ColdwMl � u• +w ut�nn ♦ " " "' CAD TEAM MVO BOEING CHLLIGR COOJNG WATER SYSTI]A 0 AS -BUILT BGS 491 Seattle. Washington LS • IYINU 1 NY411 AS N01ED 69S6EOOdD11C / CITY OF RENTON eNe J WARBURTON .•3 E8 • �� AI. ��' - -.t, ., , ,.. ELECTRICAL DETAILS • DlPAET/HCNT 01 PU!•LIC rVOII1Ce ® 1 2 W/M 15 -93 VF A B C D E F G • H ( III�IIIIIII�IIIIIII�III��I��IIIIIII�IIIIIII�I�I IJI J�ll4W 1111 N t1 11411tfll I1111111I1I p ».N. HN014 1 4 5 6 9 1 �— -------- ....__.�_ t I NMI ft tri��iewifilne/ Meewt is lea Clow t111io tide + eetieep it is we to the qmelit7 of the or"I 'L MCOMt. ; oc dz et LZ 9z sz sz cc at It OZ 61 et At 91 e► •I cl at u pl s e t 9 s �IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII� IIIIIIIII�IIIIII 3 2 0. 1111III11 Jill II1I1I1II -- 111NL 12- E L I "n ' IIIIII�IIIIIIIII�IIIIIIIII�III ( ��