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Home My WebLink AboutCP2329 - AS BUILT PLANSCITY OF WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington VICINITY MAP O N SCALE: 1' = 2500' 7\ consor 1102 BROADWAY PLAZA, SUITE 401 TACOMA, WA 98402 P 253.627.1520 CITY OF AUBURN KING & PIERCE COUNTIES, WASHINGTON COAL CREEK SPRINGS FLOW METER REPLACEMENT RECORD DRAWING CERTIFICATION HESE DRAWINGS CONFORM TO THE (TRACTOR'S CONSTRUCTION RECORDS =CTOR: Fhb 4 ECT MANAGER: PROJECT COMPLETE: 12/1/118/2025 SITE ACCESS GATE PROJECT NO. CP2329 CONTRACT NO. 24-12 DRAWING INDEX SHEET DRAWING DESCRIPTION I GTO01 GENERAL TITLE AND INDEX OF DRAWINGS 2 CD100 DEMOLITION PHOTOGRAPHS AND NOTES 3 CE100 EXISTING METER VAULT SITE PLAN 4 CW500 METER AND PIPING DETAILS 5 CW501 METER, PIPING, AND VAULT REPAIR DETAILS 6 CC100 ELECTRICAL SITE PLANS 7 CC500 ELECTRICAL DETAILS —. o .—.—, �X_ "• /—x — x— o � CHLORINE BUILDING o / NORTH COLLECTOR NORTH COLLECTOR FLOW METER VAULT / o / / MIDDLE COLLECTOR FLOW METER VAULT PROJECT SITE,SEE MIDDLE COLLECTOR LOCATION MAP FLOW CONTROL VAULT OVERFLOW POND LOCATION MAP 0 SCALE:NTS SOUTH COLLECTOR FLOW METER VAULT SOUTH COLLECTOR NORTH COLLECTOR FLOW METER VAULT NOTES q 1. REMOVE AND DISPOSE EXISTING FLOW METERS, FLANGE COUPLING ADAPTERS, TRANSMRTERS, WIRES, GASKETS, PIPE SUPPORTS AND OTHER ACCESSORIES. 2. PROTECT EXISTING LADDERS AND SUMP GRATES IN PLACE, OR REMOVE AND REINSTALL AFTER WORK IS COMPLETE. MIDDLE COLLECTOR FLOW METER VAULT SOUTH COLLECTOR FLOW METER VAULT AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY_ DATE * /�'k �Y01: zm WASHINGTON At O O REVIEWED BY PROJECT MANAGER: pj✓ 2/12/2024 Signature Date Shelbi Meyer, Project Engineer 1 MCF 'e4 �ee� �Oj 02/09/2024 COAL CREEK SPRINGS FLOW METER REPLACEMENT AUBURN, WA DEMOLITION PHOTOGRAPHS AND NOTES PROJECT NO. CP2329 Designed ST 02/09/2024 Reviewed INCRI 02/09/2024 CONTRACT NO. 24-12 Appmved CJM 02/09/2024 SCALE: AT rillSral (IF NOT, SCALE ACCORDINGLY) DRAWING NO. CD100 SHEET 2 OF 7 v 3 0 Io s o Io zo PLAN SCALE IN FEET SCALE: 1 " = 10' N BY: DATE AWWAASCUHlNkT0G-VTn0NkT ' c O n s O REVIEWED BY PROJECT MANAGER: .Pj✓ 2/12/: Designed ST 02/09/2024 Reviewed NCR 02/09/2024 Appmved CJM 02/09/2024 SCALE: ONE INCH AT LE A$C (IF NOT, SCALE ACCORDINGLY) ignature Date Shelbi Meyer, Project Engineer NOTE THIS SITE PLAN IS REPLICATED FROM THE CITY OF AUBURN, COAL CREEK SPRINGS NORTH COLLECTOR IMPROVEMENTS, PROJECT NUMBER PR 623 RECORD DRAWINGS APPROVED OCTOBER 8, 1997. NO FIELD SURVEY WAS PERFORMED TO CONFIRM THE SITE PLAN. HORIZONTAL AND VERTICAL SCALES AND DEPICTED STRUCTURES AND OBJECTS MAY DIFFER FROM THOSE SHOWN. WORK SEQUENCING NOTES: 1. COORDINATE METER REPLACEMENT WITH CITY OF AUBURN AND PROVIDE MINIMUM OF 48 HOURS NOTICE BEFORE ISOLATING EACH METER. 2. ONLY ONE COLLECTOR MAY BE REMOVED FROM OPERATION AT A TIME. 3. NO COLLECTOR MAY BE ISOLATED FOR MORE THAN ONE CONTINUOUS 8—HOUR DAY. 4. CONTRACTOR SHALL INSTALL TEMPORARY PIPE PLUGS TO ISOLATE MErERS IF EXISTING ISOLATION VALVES ARE NOT PRESENT OR DO NOT FUNCTION. 1. THE VAULTS EXPERIENCE CONTINUOUS GROUNDWATER SEEPAGE. CONTRACTOR IS RESPONSIBLE FOR DEWATERING THE INTERIOR OF THE VAULTS DURING CONSTRUCTION. A. CONTRACTOR SHOULD ASSUME THAT DEWATERING PUMPS MUST BE POWERED BY DIESEL, DIESEL GENERATOR, OR BATTERY. B. PROVIDE DISCHARGE HOSE AND DIRECT TO OVERFLOW POND. C. MAINTAIN WATER LEVEL BELOW BOTTOM OF VAULT FLOOR DURING CONSTRUCTION. D. VAULTS HAVE EXISTING 12" SUMPS. 2. ALL ITEMS WHICH WILL COME INTO CONTACT WITH THE WETTED INTERIOR OF THE WATER SYSTEM SHALL BE CLEANED AND SWABBED OR SPRAYED WITH A 1% CHLORINE SOLUTION IMMEDIATELY BEFORE USE, INCLUDING ITEMS USED TO PLUG THE COLLECTORS TO ISOLATE THE METERS. 3. THE INTERIORS OF ALL INSTALLED PIPE FITTINGS AND APPURTENANCES IN CONTACT WITH WATER AND THE INSIDE ENDS OF THE EXISTING PIPES SHALL BE CLEANED AND SPRAYED OR SWABBED WITH A 1% CHLORINE SOLUTION IMMEDIATELY BEFORE INSTALLATION. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 COAL CREEK SPRINGS FLOW METER REPLACEMENT PRPICP2329329 AUBURN, WA CONTRACT NO. 24-12 EXISTING METER VAULT SITE PLAN DRAWING NO. CE100 SHEET 3 OF 7 Added 12" spool r [EXIST FLOW CONTROL VAULT R= 240x18" DI REDUCER, `EL 186.3 EL 184.4 EXIST WELDED FLG PIPE SUPPORT, SEE NOTE 4 2ex18" DI REDUCER, Moved Mega r Flange to this F side [EXIST FLOW CONTROL VAULT ^ ^ EXIST GRADE, TYP_\ EXIST FLOW CONTROL VAULT EXIST GRADE, TYP `EL 186.45 TH EXIST FLOW EXIST GRADE, TYP 8'-0" , `METER VAULT r M '* 18" SENSUS HYDROVERSE / ELECTROMAGNETIC METER o EXIST 24' DI PIPE SUMP W/ GRATE EL. 184.5 EXIST BUTTERFLY VALVE WITH OPERATING NUT AND VALVE CAN EXIST 72" OVERFLOW MH FOR OVERFLOW WEIR 24" OVERFLOW EXIST 72' OVERFLOW MH FOR OVERFLOW WEIR 15" CONCRETE `EL 187.0 EL 185.0 EXIST 14' DI PIPE EL. EXIST WELDED FLG EXIST SUMP W/ GRATE EL 185.2 PIPE SUPPORT, SEE NOTE 4 14' RESTRAINED FLG COUPLING ADAPTER, 14" DI SPOOL FLG EBAA IRON SERIES 2100 MEGAFLANGE OR APPROVED EQUAL MIDDLE COLLECTOR z SCALE NTS moo EXISTL�1 r EXIST BUTTERFLY EXIST 72" FLOW OVERFLOW M� 1ELECTROMAG ELECTROMAGNETIC ETER� I� �I METER VAULT I OPERA OPERATING NUT AND OVERFLOW RWEIR MH RECORD DRAWINGS I VALVE CAN r NOTES 1. THESE DETAILS ARE REPLICATED FROM THE CITY OF AUBURN, COAL CREEK SPRINGS NORTH COLLECTOR IMPROVEMENTS, PROJECT NUMBER PR 623 AS —BUILT DRAWINGS APPROVED OCTOBER 8. 1997. ELEVATIONS, HORIZONTAL AND VERTICAL SCALES, AND DEPICTED STRUCTURES AND OBJECTS MAY DIFFER FROM THOSE SHOWN. 2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY DIMENSIONS BEFORE INSTALLATION. IF NECESSARY, TRIM THE PLAIN END OF THE EXISTING PIPE STUB OR ADD SPACER FLANGES TO MAKE ADJUSTMENTS TO PIPE LENGTHS. 3. ALL MATERIALS CONTACTING POTABLE WATER MUST BE LISTED UNDER NSF 61 AND NSF 372. 4. DUCTILE IRON PIPE AND FITTINGS: A. AWWA C110 B. ANSI B16.1 CL125 FLANGED CONNECTIONS C. EPDXY LINED AND COATED 5. GASKETS: A. FULL FACED B. EPDM OR APPROVED EQUAL 6. BOLTS AND BOLT KITS SHALL BE STAINLESS STEEL 7. PIPE SUPPORTS SHALL BE ANVIL ADJUSTABLE SADDLE SUPPORT, STANDON S92 SADDLE SUPPORT, OR APPROVED EQUAL: HOT DIPPED GALVANIZED: SIZE TO MATCH SUPPORTED PIPE OR FITTING. ABA AB PER AI II I� - II IN - II EL 186.30 EXIST 24" DI PIPE — SOUTH COLLECTOR EL 184.3 J EXIST WELDED FLG /// 24'x18' DI REDUCER, FLG— EXIST SUMP W/ GRATE 187.2 DI PIPE EL. 184.5 24" RESTRAINED FLG COUPLING ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR APPROVED EQUAL T24"x18" DI REDUCER, FLG PIPE SUPPORT, SEE NOTE 4 "1 1 AS -BUILT SCALE: NTS oia BURIED UTILITIES INAREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision Completed By: BY: DATE, REVIEWED BY COAL CREEK SPRINGS FLOW METER REPLACEMENT PRP2329 Designed ST 02/092024 PROJECT MANAGER: �y,Dp4 CP2329 Reviewed NCR 021092024 * o* AUBURN, WA CONTRACT NO. Approved cJM 0v09/z024 CITYOF _..f_ * ' ,p„i 2/12/2024 +a` 24-12 SCALE: Ignature Date METER AND PIPING DETAILS ONE INCH D CVV5 NO. ATFu�iL � WASHINGTON �O �O '�y*e sue'^CW500 Shelbi Meyer, Project Engineer •+any. (IF NOT, scALE AcconDlNCLvI SHEET 4 File 1n11 1 02/09/2024 OF 7 ero...aea co a"aa."5 c;:-r 1e= If r,_, xr_ r... "..e= _.>r „c,.>l5 ee.==melc See ... n. " "om - Ai."vs ver.ev s""i [EXIST FLOW CONTROL VAULT R= 240x18" DI REDUCER, `EL 186.3 EL 184.4 EXIST WELDED FLG PIPE SUPPORT, SEE NOTE 4 2ex18" DI REDUCER, Moved Mega r Flange to this F side [EXIST FLOW CONTROL VAULT ^ ^ EXIST GRADE, TYP_\ EXIST FLOW CONTROL VAULT EXIST GRADE, TYP `EL 186.45 TH EXIST FLOW EXIST GRADE, TYP 8'-0" , `METER VAULT r M '* 18" SENSUS HYDROVERSE / ELECTROMAGNETIC METER o EXIST 24' DI PIPE SUMP W/ GRATE EL. 184.5 EXIST BUTTERFLY VALVE WITH OPERATING NUT AND VALVE CAN EXIST 72" OVERFLOW MH FOR OVERFLOW WEIR 24" OVERFLOW EXIST 72' OVERFLOW MH FOR OVERFLOW WEIR 15" CONCRETE `EL 187.0 EL 185.0 EXIST 14' DI PIPE EL. EXIST WELDED FLG EXIST SUMP W/ GRATE EL 185.2 PIPE SUPPORT, SEE NOTE 4 14' RESTRAINED FLG COUPLING ADAPTER, 14" DI SPOOL FLG EBAA IRON SERIES 2100 MEGAFLANGE OR APPROVED EQUAL MIDDLE COLLECTOR z SCALE NTS moo EXISTL�1 r EXIST BUTTERFLY EXIST 72" FLOW OVERFLOW M� 1ELECTROMAG ELECTROMAGNETIC ETER� I� �I METER VAULT I OPERA OPERATING NUT AND OVERFLOW RWEIR MH RECORD DRAWINGS I VALVE CAN r NOTES 1. THESE DETAILS ARE REPLICATED FROM THE CITY OF AUBURN, COAL CREEK SPRINGS NORTH COLLECTOR IMPROVEMENTS, PROJECT NUMBER PR 623 AS —BUILT DRAWINGS APPROVED OCTOBER 8. 1997. ELEVATIONS, HORIZONTAL AND VERTICAL SCALES, AND DEPICTED STRUCTURES AND OBJECTS MAY DIFFER FROM THOSE SHOWN. 2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY DIMENSIONS BEFORE INSTALLATION. IF NECESSARY, TRIM THE PLAIN END OF THE EXISTING PIPE STUB OR ADD SPACER FLANGES TO MAKE ADJUSTMENTS TO PIPE LENGTHS. 3. ALL MATERIALS CONTACTING POTABLE WATER MUST BE LISTED UNDER NSF 61 AND NSF 372. 4. DUCTILE IRON PIPE AND FITTINGS: A. AWWA C110 B. ANSI B16.1 CL125 FLANGED CONNECTIONS C. EPDXY LINED AND COATED 5. GASKETS: A. FULL FACED B. EPDM OR APPROVED EQUAL 6. BOLTS AND BOLT KITS SHALL BE STAINLESS STEEL 7. PIPE SUPPORTS SHALL BE ANVIL ADJUSTABLE SADDLE SUPPORT, STANDON S92 SADDLE SUPPORT, OR APPROVED EQUAL: HOT DIPPED GALVANIZED: SIZE TO MATCH SUPPORTED PIPE OR FITTING. ABA AB PER AI II I� - II IN - II EL 186.30 EXIST 24" DI PIPE — SOUTH COLLECTOR EL 184.3 J EXIST WELDED FLG /// 24'x18' DI REDUCER, FLG— EXIST SUMP W/ GRATE 187.2 DI PIPE EL. 184.5 24" RESTRAINED FLG COUPLING ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR APPROVED EQUAL T24"x18" DI REDUCER, FLG PIPE SUPPORT, SEE NOTE 4 "1 1 AS -BUILT SCALE: NTS oia BURIED UTILITIES INAREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision Completed By: BY: DATE, REVIEWED BY COAL CREEK SPRINGS FLOW METER REPLACEMENT PRP2329 Designed ST 02/092024 PROJECT MANAGER: �y,Dp4 CP2329 Reviewed NCR 021092024 * o* AUBURN, WA CONTRACT NO. Approved cJM 0v09/z024 CITYOF _..f_ * ' ,p„i 2/12/2024 +a` 24-12 SCALE: Ignature Date METER AND PIPING DETAILS ONE INCH D CVV5 NO. ATFu�iL � WASHINGTON �O �O '�y*e sue'^CW500 Shelbi Meyer, Project Engineer •+any. (IF NOT, scALE AcconDlNCLvI SHEET 4 File 1n11 1 02/09/2024 OF 7 ero...aea co a"aa."5 c;:-r 1e= If r,_, xr_ r... "..e= _.>r „c,.>l5 ee.==melc See ... n. " "om - Ai."vs ver.ev s""i AS -BUILT SCALE: NTS oia BURIED UTILITIES INAREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision Completed By: BY: DATE, REVIEWED BY COAL CREEK SPRINGS FLOW METER REPLACEMENT PRP2329 Designed ST 02/092024 PROJECT MANAGER: �y,Dp4 CP2329 Reviewed NCR 021092024 * o* AUBURN, WA CONTRACT NO. Approved cJM 0v09/z024 CITYOF _..f_ * ' ,p„i 2/12/2024 +a` 24-12 SCALE: Ignature Date METER AND PIPING DETAILS ONE INCH D CVV5 NO. ATFu�iL � WASHINGTON �O �O '�y*e sue'^CW500 Shelbi Meyer, Project Engineer •+any. (IF NOT, scALE AcconDlNCLvI SHEET 4 File 1n11 1 02/09/2024 OF 7 ero...aea co a"aa."5 c;:-r 1e= If r,_, xr_ r... "..e= _.>r „c,.>l5 ee.==melc See ... n. " "om - Ai."vs ver.ev s""i I Added 12" spool I mi 24" DI PIPE, PE PRECAST CONCRETE FLOW VAULT WITH SUMP SUMP W/ GRATE 24" RESTRAINED FLG COUPLING ADAPTER, EBAA IRON SERIES 21DO MEGAFLANGE OR TEEEEEEIT-�- APPROVED EQUAL D NCENTRIC 24"x182FLC REDUC = F � 4 z w m J �' LADDETY POST w 4 ❑ w m ul 18" SEHYDROVERSE w A ELECTRETIC METER 24"xi8NCENTRIC 4 REDUCEXIST FLG Megae to thisD SEXIST 24" DI PIPE NORTH COLLECTOR NITS o+ao MIDDLE COLLECTOR 2 NTS o+ao IECAST CONCRETE FLOW AULT WITH SUMP 4" DI PIPE, PE {TRAINED FLG COUPLING ADAPTER, ON SERIES 2100 MEGAFLANGE OR ED EQUAL UMP W/ GRATE SPOOL FLGxFLG SAFETY POST ISUS HYDROVERSE )MAGNETIC METER ELIDED FLG SOUTH COLLECTOR D NITS omo DI PIPE, PE :CAST CONCRETE FLOW CULT WITH SUMP RAINED FLG COUPLING EBAA IRON SERIES AFLANGE OR ) EQUAL it CONCENTRIC FLG SAFETY POST JS HYDROVERSE AGNETIC METER AP W/ GRATE II CONCENTRIC FLG DED FLG DI PIPE NOTES 1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY DIMENSIONS BEFORE INSTALLATION. IF NECESSARY, TRIM THE PLAIN END OF THE EXISTING /"��-BUILT PIPE STUB OR ADD SPACER FLANGES TO MAKE ADJUSTMENTS TO PIPE LENGTHS. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision Completed By: BY: DATE, REVIEWED BY COAL CREEK SPRINGS FLOW METER REPLACEMENT PROECT NO. Designed ST 02/092024 '` PROJECT MANAGER: a CP2329 ReviewedNCR 021091 * AUBURN,WA CONTRACT NO. Approved CJM 02I09/2024 CIT7 OF �..f_C7* /?i✓ 2112/202a 24-12 SCALE: V Signature Date METER, PIPING, AND VAULT REPAIR DETAILSAr FuunLE WASHINGTON ■/��cOnsOr Shelbi Meyer, Project Engineer CET 5 lir•Nor, scALE AccoROiNCLvI SHEET 5 02/09/2024 OF e=Co.ded co SC.rdCCC E:CnC=FC If x.,, x=_ F... C="ar CIrlditilllb AgreelC,.0 See "I bx.,C CCm - Ai."y= va=.ey SCaz u 3 KEYED NOTES: Q1 EXISTING HAND HOLE CONTAINING CONDUIT TO EACH OF THE THREE FLOW METER VAULTS. Q2 INSTALL NEW MANUFACTURERS RECOMMENDED CABLES IN EXISTING CONDUITS TO EACH FLOW METER VAULT. Q3 INSTALL NEW CONDUIT AND CONDUCTORS FROM EXISTING HAND HOLE TO NEW FLOW METER READ OUT ENCLOSURE. SIZE CONDUIT ACCORDINGLY. Q PROVIDE AND INSTALL NEW NEMA 4X FIBERGLASS ENCLOSURE TO HOUSE THREE NEW FLOW READOUTS AND THREE NEW RADIOS. SEE DRAWING E102. Industrial AS -BUILT Systems IN c 10 s o 10 zo PLAN 121re NE#20NE s�N SCALE IN FEET SCALE: V"10' N Vancouver, WashingWn 90002 Phc (360)7104267 Fax (360)95M950 mail P@vAushalsy&lems-Inc wm OR CCB#19Wx17 WAfpNDUSSI660K9 BURIED UTILITIES IN AREA AK #101ea36 PLEASE CALL BEFORE YOU DIG PROJECT# 23 52 02 811 No. Date: Revision: Completed By: BY: DATE: REVIEWED BY COAL CREEK SPRINGS FLOW METER REPLACEMENT PROJECT NO. Designed JNS 01/30I2024 PROJECT MANAGER: EZRq CP2329 Reviewed AAG 021I3012024 * `,Z.Q� oT Wgsr s�< AUBURN, WA CONTRACT NO, Approved TBC 01/30/2024 GTY0F�•I , .ei— 2/12/2024 �T -bo ;A 24-12 SCALE: Slignature Date ELECTRICAL SITE PLAN ONE INCH • -0 6]966 DRAWING NO. FU AT LL SCALE 9 WASHINGTON o,,, .gpL,o ��`a CC100 (IF NOT. SCALE ACCORDINGLY) consorShebi Meyer, Project Manager FSS/ONAIESHEET 6 File: cee=kcim I 'a 9aY OF 7 GENERAL NOTES: 1. INSTRUMENT RACK CHANNELS AND FITTINGS SHALL BE 316 STAINLESS STEEL. 2. INSTRUMENTS SHALL BE MOUNTED SO THAT INDICATION OR ADJUSTMENTS ARE FOUR TO FIVE FEET ABOVE GRADE. 3. INSTALL GALVANIZED RIGID STEEL (GRS) CONDUIT ABOVE GRADE. INSTALL GRC 90 DEGREE ELBOW BEFORE EMERGENCE ABOVE GROUND. TRANSITIONING TO PVC BELOW GRADE IS ACCEPTABLE. 4'-0" MAX. KEYED NOTES: QCONTRACTOR TO PROVIDE AND INSTALL REMOTE DISPLAYS. CITY OF AUBURN WATER DIV WILL PROVIDE AND INSTALL THE SMARTPOINT TRANSMITTERS. QWRAP GALVANIZED RIGID STEEL ELBOWS WITH ANTI —CORROSION TAPE PRIOR TO BACKRLL. NUMBER AND SPACING OF CROSS MEMBERS AS REQUIRED (TWO MINUMUM) CONNECTOR UNISTRUT P-1047, OR EQUAL CHANNEL UNISTRUT P-10009 OR EQUAL 1/4" STEEL PLATE 1/2" X 8" STAINLESS STEEL ANCHOR BOLT OR EXPANSION ANCHOR (4) WITH LEVELING NUTS (TYPICAL) (6" X 8" X 4'-0") CONCRETE POSTS (AS REQUIRED FOR DIRECT BURIED LOCATIONS) 2" GALVANIZED RIGID s STEEL CONDUIT AND ELBOW FRONT Industrial Systems INC 12119 NE 990 SVeel Suila#2090 Vancouver, WashingWn 90002 Phs (360)7104267 Fax DW)95M950 is@iMus#alsysWnnsinc wm OR CCB#19Wx17 WAf#NDUSSIIINK9 AK#W1M36 PROJECT# 23 52 02 PLASTIC END CAPS (TYP) POST BASE UNISTRUT P-2072—A, OR EQUAL GROUT AFTER LEVELING 0 INSTRUMENT RACK 1 SCALE: 1 1/2" = 1'-0" - SIDE FRONT L VMLVMIYILCU RIGID STEEL ELBOW SIDE ENCLOSURE ELEVATIONS 3 SCALE: 3" = 1'-0" - "",RTPOINT 520M LID TRANSMITTER ANTITY 3) 0 0 0 XISTING CONDUITS 0 fO COLLECTOR FLOW 0 0 METER VAULTS EXISTING FLOW METER HAND HOLE 2 BACKPANEL LAYOUT 4 NTS - SCALE: 3" = V-0" - AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 611 SAGINAW SCE-24PFG24AL OR EQUAL HYDROVERSE FLOW METER REMOTE REGISTER No. uate: I Kevlslon: Gompletea by: PROJECT NO. BY: DATE: REVIEWED BY COAL CREEK SPRINGS FLOW METER REPLACEMENT Designed IJNS1 01/30I2024 PROJECT MANAGER: � EZRq CP2329 Reviewed IAAI1 21/302024 CRYOF * `,Z.Q� of WA sy 4 AUBURN, WA CDNTNACT NO. ApgroYed r6c ov3o2oza �•/ 2n2/2o2a �..r o ;A 24-12 SCALE: Ignature Date ELECTRICAL DETAILS ONE INCH • -0 6]966 DRAYANG N0. AT Fu�Ls WASHINGTON O O o,,, .g57964o `� CC500 (IF NOT. SCALE ACCORDINGLY) Shelbi Meyer, Project Manager FSS/ONAIESHEET 7 File: Benz c, 'a 9aY OF 7