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HomeMy WebLinkAboutWTR2702953.119A Ig C D E F G H I J K M N 0 P WW 'A' MTD co n co M @ 13'-0" AFF CD-403 = DH-406 (F) EH-402 CD-404 DH-401 CD-405 LO (BOTTO M) Iv! J M n� i C 147 134 148 N (TYP 3) WALL MTD 139 - I BACKWASH RECYCLE _ M M OY L' M V-483 ql V-482 F?I V-481 0,I PUMPS (TYP 2) _ 160 ` P-401 P-402 P-403 P-404 8'x8" WIRE WAY BACKWASH WASTE El PUMPS (TYP 2) —Z5 <:> g SEE co C)g CONDUITS SUPPORT TE4E17 M �i BY U-CHANNEL _ _ �p �' V) 135 SEE (TYP 6) E4 E16 GS-413 OS-412 GS-411 DH-402 M � i 8"x8" WW 'A' MTD o c,-, <> @ 18'-0„ AFF I , N;o o o a n11 (BOTTOM) _ Li 8 _.. _ 8 TANDEM 3 POLE _nn !Y >�►� >dI- DP3 DISCONNECT > (TYP 2) N 125 � � Q9 � � DP1122 V-466 > 00 121 _ v--460 .r ®V-469 123 I I > 8„X8„ WW 'B' SEE MTD ON PIPE RACK FOR WIRING DIAGRAM E4 c5 (TYP) M EF-402 LL- FILTER ROOM F _- 8"X8" WW 'B' MTD 0 MTD ON PIPE RACKS @ 14 -0 AFF (DRY LOCATION) FLUSH WITH TOP RUNG, SEE E4 LE6 (BOTTOM) 6 SEE 3 6 > _ FOR WIRING ® DIAGRAM E4 E5 8"X8" WW 'C', SEE 2 - CDV-4680 c 8„X8" WW 'A' MTD - FOR WIRING DIAGRAM MTD ON PIPE RACK j @ 18'_0„ AFF E4 E5 (BOTTOM)-- Cn ,�, QO LO V-4250 V-4670 i CN V-4340, 124 d > d I > » DP2 „ �5 ® > v 5 CN 480V RCPT �: > DP4-37,39,41 8 X8 WW A MTD - I NEMA 16L-20R 13-0 @ AFF _ �- � PROVIDE TRANSPOSITION 90. ELBOW AND 90. TOP OPENING ELBOW DP4 (BOTTOM ) . WIR WAY FOR VERTICAL EIGHT ADJUSTMENT WHERE AS NEEDED. _ 126 E �I I cx� � V 426 o (TYP) > CDN -- EH-401 I °' w > > > 140 n Q 4 i i' (F) DP6 q- w o I C-41 o I GAC-403 CAC-402 GAC-401 CABLE RACK W=2953 cn Q (ONE PAIR) NM DH-403 SEE I 2 E4 E18 E4 E16 0 136 i m I 3 3 107 SEE SITE PLAN E-3Ln O o o cn o o I „ 24 2 24 161 138 144 137 DH-404 8 x 8 WW (TYP) ry �. SEE j 100 145 �� WW °A° WW �B� EH-403 GND ROD E4 E17 J — o (TYP.) M M M MATCH LINE A o o w_. SEE DWG E-5 W II i 2 CD-401 CABLE RACK DH-405 (F) CD-408 8"X8" WW 'A' CD-406 CY) 2 UPPER/2 LOWER MTD @ 13,_0„ AFF 3 4 PAIR TOTAL „ ( ) (BOTTOM) SEE LP C 1 LP C L 256 MCC-3 of ' (TYP FOR WALL MTG) E4 E16 3 0 20 -2/0 COPPER IN CONCRETE FOOTING RECORD DRAWING Q U o 2 4 8 12 These Record Drawings have been prepared 'Dosed on information provided by the contractor and others. Kennedy/Jenks Consultants has not verified the O accuracy or completeness of information provided to them and does not r2 1 4„ = 1 —0 warrant the accuracy or completeness of these Record Drawings. Users of I---/ these Record Drawings assume all risk of loss resulting from their use. LO N SURVEYED: SCALE: 1 /4"=1 '-0' ::� CITY OF RENTON DATE: DESIGNED: TEK VERTICAL: NAVD 1988 ="■ Planning/Building/Public Works De t. DEC 2005 ECONOMIC AND ENGINEERINGP DRAWN: WL ONE INCH HORIZONTAL NAD 1983/1991 Kennedy/Jenks PROJECT NO. SERVICES, INC. 3-01-358 Li iCHECKED: TIW Consultants MAPLEWOOD AT FULL SCALE 10900 NE 4th STREET, SUITE 1110 REVISION NO. APPROVED: (I 32001 32nd Avenue South, Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS DATUM BELLEVUE, WASHINGTON 98005 IF NOT ONE INCH Federal Way, Washington 98001 SHT NO. RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA BUILDING POWER PLAN No. 1 DWG NO. E4R NO. REVISION BY DATE APPR A B ► C E J K L M N W4 20 t5 3A A 1Wi j Y