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W-29530E
A B C D E F G H I I I J I K I L M N 0 P Via. 1UU -"u 5/ go - 1 OC 16 EXISTING 196 ZONE E6 U18 s 87 o ? g s 9a °S s' 9? C 84 86 GENER AL NOTES: LO I N b W W CUPS 88 g P _ 7 _, N w \ �g 85- 8_6 E 1. UNLESS NOTED OTHERWISE, ALL WATER PIPING SHALL BE CL 52 DI, 10 — -9 WSDOT 9- 30.1(1). SIZE AS SHOWN. POC 9A _ O _— _� B i I ,�I� / - . _ > 9, 2. UNLESS NOTED OTHERWISE, ALL PUSH —ON JOINTS SHALL BE FULLY F— \ ! - -- 3 �s GO RESTRAINED WITH "FIELD LOCK" GASKETS OR EQUAL. w O �1 $' D OTHERWISE ALL FITTINGS SHALL BE FULLY w►H)[ J J 6.. W 3. UNLESS NOTE _ ^ oa / `b RESTRAINED W /SERIES 1100 "MEG— LUGS" BY EBAA IRON OR EQUAL — — %i��� o o ! `� gA�, ANY "MEGA —LUG" RESTRAINED FITTINGS ENCASED IN CONCRETE g g POC 9 ? ^,L O g 8`8 SHALL BE- COMPLETLY WRAPPED IN PLASTIC PRIOR TO ENCASEMENT. Q i y I z `mss < POC 15 `° 8 _ . ,,� I 86 4. UNLESS NOTED OTHERWISE, ALL FITTINGS SHALL BE 250psi RATED �6 \VAULT #2 I 25' FROM XFORMER 85 AWWA C110 OR C153, WSDOT 9-30.2(l). POC 19 \ i I TO PVC CHEMICAL CONDUIT 8` EXISTING BLDG. —�! i / O I I 23' FROM PVC CHEMICAL TO 83 NOTES: BREAK POINT J p ADS STORM 82 l I 1 REF. WELL 11 AND 17 SUPPLY PLAN SHEET C33 8 \j CHLORINATED WATER I 3 -11' FROM ADS STORM _ 8 0 - 8 (BCW) POC #4, 5, 6,) TO DI WATER + ^ EXISTING 565 ZONE x FOC 01 / 5' FROM BLDG FACE TO NEW TREATMENT I 2U 'REF. WELL 12 SUPPLY AND BCW PLAN SHEET C34 \ �! POC 18 DI WATER F I N E N f TREATMENT WATER FACILITY. 3O REF. LOCAL WATERMAIN UPGRADES SHEET C35 EXISTING 590 ZONE �—� SUPPY REF: M12 _80 aa" / ® REF. 565/196 ZONE PRV C36 AND C39 AP @ROX. LINE LOCATION OF EXISTING 196 ZONE J MEDIUM POWER CONDUCTOR o O \ i I 8> SS � I O REF. EXISTING OVERFLOW MODIFICATIONS C37 Y i (V 7 _ 2» �.�T„�� � � 00 � © EXISTING BUILDING TIE –IN REF M21, M22 7 EXISTING WELL 12 SUPPLY \ 82 \ ° 70 NEW BUILDING TIE -1N, REF. M14 \ 5 o I 0 —1 RAW WATER SUPPLY 6 / \ \ o�AULT 1 I O POINT OF CONNECTION REF. POINT ID. 3 BCW 7O 6 \ X\ w EXISTING POC X NEW 6 \ 10 \, Z Co <9'�O E N o 57 �' 2 \\ — or IQ \ \�10 �\ r'\ \ \ 15' SD D 7 5 5 G2g AIR GAP #4 I \ \ . 15 °' \ 12 W 3 #AF _. V NEW CART PATH — " 4 78 \ 2 / X 4 4 79 \ \ n n 84 \ SEE ALSO SHT. C22 FOR UTILITY AS —BUILT 78 \ \ l.� 8 / t INFORMATION. \ a 3 SEE ALSO SHT. C32 FOR UTILITY AS –BUILT 77 �� 1p ;4� 82 INFORMATION. �_ / SEE ALSO SHT. C35 FOR UTILITY AS —BUILT 1 INFORMATION. x \ ��? T1_81 POC 03 EX. WELL 17 CONSTRUCTION RECORD DRAWING NOTICE u T m � SCALE w FfEr.. - � been prepared based upon These record drawings have b � ,:2 -T 2 - information contained:. in addenda, change orders, or other available construction information, and information POC 02 provided by the Contractor, and by others. HDR has not - o w verified the accuracy or completeness of the information EX. WELL 11 provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this N �9 VI 1 information shall be solely responsible to verify any and cn - C33 o alt information represented herein prior to any such use of the information. SURVEYED: — SCALE: AS SHOWN CITY OF RENTON DATE: 1 OCTOBER, 2003 ' 1 DESIGNED: J. E. VERTICAL: NAVD 1988 Planning /Building /Public Works Dept. will `ECONOMIC AND ENGINEERING °i PROJECT NO. s DRAWN: R. B. ONE INCH HORIZONTAL NAD 1983/1991 Kennedy/Jenks SERVICES, INC. 3-01-358 CHECKED: G.P. t - MAP- LEVI_OOD Consultants REVISION N0. APPROVED: – AT FULL SCALE 10900 NE' 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2 " 2 RECORD DRAWINGS RB 1/06 GP 32001 32nd Ave. S, Suite 100 BELLEVUE, WASHINGTON 98004 IF NOT ONE INCH DATUM Federal Way, Washington 98001 WATER PIPING OVERVIEW 1 ISSUED FOR CONSTRUCTION RB 10/0Z GP SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SHT N0. DWG No. C32 NO. REVISION BY DATE APPR LL A B C D E F G H I J K L M N A8 SCANNED OCT 21 2" 6 W-121915[ 3 f i A r