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HomeMy WebLinkAboutWTR2702953.109A B C D E FI G H I I I I J I K CF F CF CT - CF TURB CT CF AAL AI AAH AAL AI AAH AAL AI AAH AAL AI AAH AAL AI AAH AI AAH AAL AI AAH AAL AI �HQC & 609 609 609 610 610 610 608 608 608 604 604 604 603 603 603 602 602 607 607 607 606 606 606 PLANT N 01 N CONTROL OI AY 08 <Y�---------- AY-----� PANEL 2 RTU 9 1 2/ A SAMPLE WATER RAW WELL 12 1/2" SA # 1 L _ — — �I i 2/ B SAMPLE WATER RAW WELL 11 1/2" SA #2 I I i I I I i i 2/ C SAMPLE WATER RAW WELL 17 1/2" SA #3 I 1 2/ D SAMPLE WATER RAW WELLS COMBINED 1/2" SA #4 I 1 I i 8 2/ E SAMPLE WATER RAW WATER AFTER AIR EDUCTOR 1/2" SA #5 SAMPLE WATER GAC TREATED 1/2" SA #6 1 1 1 3/ F 4/ SAMPLE WATER GAC AFTER RECYCLE 1/2" SA #7 I 1 I I I I I i 4/ H SAMPLE WATER GAC AFTER HYPO 1/2" SA #8 1 1 i. t 1 5/ K SAMPLE WATER BACKWASH RECYCLE 1 /2" SA #9 1 I I 1 1 I 1 4/ J SAMPLE WATER GS FILTERED 1/2" SA # 10 1 1 I 1 1 1 1 1 1 % SAMPLE WATER CHLORINE CONTACT CHAMBER 1/2" SA #11 5/ M SAMPLE WATER LOW LIFT PUMPS 1/2" SA #12 I I I I I PCV 6/ N SAMPLE WATER 590 ZONE TREATED WATER 1 /2" SA # 13 I I I I I I I I 610 1 _ __ 6 J r m 5 s w V) Q J a 00 'q- N �o 0 I N 4 vi a Q 0 F- 0 w V) Q J I I I I 6/ P SAMPLE WATER 565 ZONE TREATED WATER 1/2" SA #14 I I I I I I I 1 I I I I i 1 /2" PVC CF CHLORINE (FREE) CT — CHLORINE (TOTAL) F — FLUORIDE TURB — TURBIDITY � � I 1 1 � CONNECT TO 2„ - i I 1 PW, SEE DETAIL --LEC. CONDUIT I I 1 1 /112 DCN-26 I I I I 1 I I 1 1 I I I I I I SOLENOID VALVE PCV i I PCV i PCV I I ATTACHMENT A) 609 CIF E 608 CF 602 CT CF TURB ES AIT ES AT ES AIT ES AIT ES AIT ES AIT 609 610 608 604 603 602 SET BACK PRESSURE V-614D V-613D VALVES TO 10 PSI O O O O d m • r� O • O O O >•O> Q0 Oc � O� O� 01 1/2 BALL VALVE 7 7 (TYP. 4) AE AE AE AE AE AE 609 610 608 604 603 602 r� TO CP-2 i CONNECT TO 2" PW, SEE DETAIL 1 /112 DCN-26 CT CF AIT 7 ES AIT 607 ESf>�06 AE 606 Ln i PCV 601 L I M I N TURB CF AAH AI AI AAL AAH AAH AAL AI 601 601 610 610 610 605 605 605 A_Y AY A_Y 601 610 605 I 1 I I I PCV I TURB 605 A IT 7 ES 601 /1 AE 601 m�1U Oj SAMPLE SINK CF V � PCV 620 CO - 00 O Q - I C621J 0 P � CPIC 625 CPCV) 627 1 10 0 7 0 5 N EX. 1 /2" SAMPLE WATER LINE (TYP. — SA#9, SA# 10, SA# 11 CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 information contained in addenda, change orders, or other available construction information, and information W=29531 DETAIL1 provided by the Contractor, and by others. HDR has not verified the accuracy or completeness of the information SCALE: NONE 112 provided to it and does not warrant the accuracy or TO SANITARY SEWER completeness of these record drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. SURVEYED: SCALE: NONE CITY OF RENTON DATE: 1 DESIGNED: MDL DLW VERTICAL: NAVD 1988 Planning/Building/Public DRAWN: LMM ONE INCH ECONOMIC AND ENGINEERING anning/Building/Public Works Dept. DEC 2005 HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT No. CHECKED: MDL Consultants SERVICES, INC. MAPLEWOOD 3-01-358 APPROVED: 10900 NE 4th STREET, REVISION No. AT FULL SCALE SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS _ DATUM 32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005 RECORD DRAWING 12 05 IF NOT ONE INCH Federal Way, Washington 98001 SHT No. / IF ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA N0. REVISION BY DATE APPR WATER SAMPLE SYSTEM DWG No. 1 12R A B ( C © E G H I J K L M N �3