2024-16 MOV1 VALVE REPLACEMENT PLANS.pdf
PDF 15 MB Posted
- Attached to
- MOV1 VALVE REPLACEMENT
- Solicitation number
- 135335
- Issued by
- San Joaquin County, Sunnyvale City, California
About this file
These engineering design drawings are for the Stockton East Water District (SEWD) located in Stockton, California, specifically detailing a MOV1 Valve Replacement project scheduled for October 2025. The project involves replacing valves at the Dr. Joe Waidhofer Water Treatment Plant, with work focused on two primary areas: the MOV1 Valve Site and a Valve Cluster Site. The drawings specify technical details for valve vault upgrades, including a 42" butterfly valve replacement, installation of new gearbox and electric actuators, and modifications to existing pipeline infrastructure. The project requires a shutdown period of the California Water Service conveyance pipeline not exceeding 10 days, with specific requirements for site preparation, demolition, and restoration of disturbed areas.
The technical specifications emphasize precise installation procedures, including protection of existing infrastructure, verification of dimensions and locations, and compliance with specific construction notes. The project involves intricate valve and pipeline work, with detailed plans for mechanical extensions, valve risers, and underground utility modifications. Contractors are required to arrange inspections with the district and California Water Service, and must follow strict guidelines for concrete work, underground installations, and site restoration. The drawings provide comprehensive technical details, including specific measurements, material specifications, and installation methodologies for the valve replacement and associated infrastructure upgrades.
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| File | Type | Posted |
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| MOV1 VALVE REPLACEMENT SPECS.pdf |
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Text version
PROJECT AREA
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STOCKTON, CA
STOCKTON EAST WATER DISTRICT
STOCKTON, CALIFORNIA
MOV1 VALVE REPLACEMENT
OCTOBER 2025
VICINITY MAP SITE MAP
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STOCKTON EAST WATER DISTRICT
DR. JOE WAIDHOFER WATER TREATMENT PLANT
6767 EAST MAIN STREET, STOCKTON, CA 95215
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6767 EAST MAIN ST. STOCKTON CA
AutoCAD SHX Text THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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MOV1 VALVE REPLACEMENT
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COVER SHEET
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NTS
T-1: COVER SHEET
T-2: INDEX SHEET
T-3: SITE MAP
C-1: MOV1 VALVE VAULT SITE PLAN
C-2: MOV1 VALVE VAULT PLAN & SECTIONS
C-3: MOV1 VALVE VAULT UPGRADE DETAILS
C-4: VALVE CLUSTER SITE PLAN & DETAILS
C-5 VALVE CLUSTER 1969 DRAWINGS
C-6: DETAILS 1
DRAWING INDEX
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1. CONTRACTOR SHALL VERIFY DIMENSIONS,
LOCATIONS, AND CONDITIONS OF ALL EXISTING
ITEMS WITHIN OR ADJACENT TO THE WORK OR
THAT MAY BE DISTURBED BY THE WORK BEFORE
STARTING THE WORK AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL PROTECT ALL EXISTING
APPURTENANCES THAT REMAIN.
3. CONTRACTOR SHALL RESTORE ALL DAMAGED OR
DISTURBED AREAS TO THEIR ORIGINAL CONDITION
AFTER COMPLETION OF THE WORK.
4. REFER TO TECHNICAL SPECIFICATIONS FOR WORK
RESTRICTIONS INCLUDING SEQUENCING
CONSTRAINTS AND REQUIREMENTS TO MAINTAIN
DESIGNATED FACILITIES AND UTILITIES IN SERVICE
DURING CONSTRUCTION.
5. SITE PREPARATION AND DEMOLITION
REQUIREMENTS ARE INCLUDED IN THE TECHNICAL
SPECIFICATIONS.
6. CONTRACTOR IS RESPONSIBLE FOR ARRANGING
THE REQUIRED INSPECTIONS FROM THE DISTRICT
AND CALIFORNIA WATER SERVICE. THE PRESENCE
OR ABSENCE OF A PROJECT REPRESENTATIVE OR
OTHER INSPECTOR SHALL NOT RELIEVE THE
CONTRACTOR OF FULL RESPONSIBILITY FOR THE
PROPER PERFORMANCE OF THE WORK.
7. THIS PROJECT REQUIRES A SHUT DOWN PERIOD ON
THE CALIFORNIA WATER SERVICE CONVEYANCE
PIPELINE NOT TO EXCEED 10 DAYS.
GENERAL NOTES
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
AutoCAD SHX Text THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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MOV1 VALVE REPLACEMENT
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INDEX SHEET
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
N
EW
W
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LAN
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EAST MAIN STREET
VALVE CLUSTER SITE
SEE SHEETS C-4 AND C-5
CALIFORNIA WATER SERVICE
CONVEYANCE PIPELINE
MOV1 VALVE SITE
SEE SHEET C-1, C-2 AND C-3
SYSTEM SHUT OFF LOCATION
WITHOUT EXISTING OR FUNCTIONING
ISOLATION VALVE
STOCKTON EAST WATER DISTRICT
DR. JOE WAIDHOFER WATER TREATMENT PLANT
6767 EAST MAIN STREET, STOCKTON CA 95215
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6767 EAST MAIN ST. STOCKTON CA
MOV1 VALVE VAULT SITE PLAN
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MOV1 VALVE IS MK. B CWSC 42" BFV
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CITY OF STOCKTON CONVEYANCE PIPELINE
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CALIFORNIA WATER SERVICE CONVEYANCE PIPELINE
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NO.
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BY
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
AutoCAD SHX Text THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 6/2/25
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MOV1 VALVE REPLACEMENT
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MOV1 VALVE VAULT
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SITE PLAN
NOTES:
1. THE EXISTING PIPE MAY DEFLECT AFTER REMOVAL OF THE
EXISTING BUTTERFLY VALVE. INSTALL TEMPORARY PIPE SUPPORT
OR EMPLOY OTHER MEANS TO FACILITATE THE REMOVAL OF THE
EXISTING BUTTERFLY VALVE AND INSTALLATION OF THE NEW
BUTTERFLY VALVE AND ACTUATOR.
2. COORDINATE WITH OWNER TO DISCONNECT AND TERMINATE THE
EXISTING POWER AND CONTROL WIRING AND CONDUIT CONNECTED
TO THE EXISTING BUTTERFLY VALVE ACTUATOR. PROTECT THE
WIRING AND CONDUIT IN PLACE DURING VALVE REMOVAL AND
VALVE INSTALLATION.
3. COORDINATE WITH OWNER REGARDING PLANT SHUTDOWN.
4. REPAIR ANY DAMAGES FROM VALVE AND ACTUATOR INSTALLATION
TO THE EXISTING PIPE SUPPORTS TO ORIGINAL OR BETTER THAN
ORIGINAL CONDITION.
5. TOUCH-UP ALL EQUIPMENT AND PIPING WITH FACTORY FINISHES
THAT ARE DAMAGED DURING SHIPPING, STORAGE, OR
INSTALLATION AS FOLLOWS:
A. CLEAN SURFACE WITH APPROPRIATE SOLVENT TO REMOVE
GREASE, OIL, OR OTHER SOLUBLE CONTAMINANTS BY SCRUBBING
WITH BRISTLE BRUSH SOAKED IN SOLVENT.
B. REMOVE SOLVENT BY WIPING CLEAN WITH LINT-FREE RAGS.
C. REMOVE RESIDUE (IF ANY) WITH DRY, OIL-FREE COMPRESSED AIR.
D. TOUCH-UP COATING IN MANNER COMPATIBLE WITH THE FACTORY
WITH RESPECT TO PAINT TYPE, COLOR, AND TEXTURE.
7. INSTALL 42" DEZURIK AWWA BUTTERFLY VALVE MODEL BAW AND
ROTORK MODEL IQ20 ELECTRIC ACTUATOR WITH FSTS
MECHANICAL EXTENSIONS AND FLOOR STAND PEDESTAL
(FURNISHED BY OWNER) TO BRING ACTUATOR ABOVE THE TOP OF
VAULT ELEVATION.
VALVE PHOTO DETAIL
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CAL-WATER 42" BFV VAULT
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MOV1 VALVE IS MK. B 42" PIPELINE
AutoCAD SHX Text INSTALL NEW 42" BFV, ELECTRIC ACUTATOR, MECHANICAL EXTENSIONS AND FLOOR STAND PEDESTAL (FURNISHED BY OWNER). SEE SHEET C-3 FOR VAULT UPGRADE DETAILS.
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DEMO EXISTING 42" BFV AND ELECTRIC ACTUATOR. SEE NOTES.
AutoCAD SHX Text DEMO 42" BFV AND ELECTRIC ACTUATOR (E). DISCONNECT ACTUATOR AND PRESSURE TRANSDUCER FROM POWER & SIGNAL WIRING (E). REUSE PRESSURE GAUGE & PRESSURE TRANSDUCER. SEE NOTES.
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
AutoCAD SHX Text THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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APPROVED BY:
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DESIGNED BY:
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MOV1 VALVE REPLACEMENT
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MOV1 VALVE VAULT
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PLAN & SECTIONS
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MOV1 VAULT SECTION C
C
SCALE: 3/8" = 1'-0"
MOV1 VALVE VAULT PLAN
C-2 B
SCALE: 3/8" = 1'-0"
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CL 42" SCCP CAL WATER CONVEYANCE PIPELINE (E)
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MOV1 VALVE CONC VAULT (E)
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FLOW
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ACCESS HATCH WITH 5' X 5' OPENING (E)
AutoCAD SHX Text NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS AND ANY MISCELLANEOUS PIPE FITTING TO INSTALL NEW 42" BFV.
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INSTALL NEW GEARBOX ON SIDE OF VALVE AS SHOWN.
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INSTALL NEW 42" BFV (FURNISHED BY DISTRICT)
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SECTION C
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INSTALL 42" DEZURIK BFV (N) FURNISHED BY DISTRICT.
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INSTALL ROTORK ELECTRIC ACTUATOR (N). FURNISHED BY DISTRICT.
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ACCESS HATCH OPENING (E)
AutoCAD SHX Text INSTALL MECHANICAL EXTENSIONS (FURNISHED BY DISTRICT) TO BRING ACTUATOR TO OUTSIDE OF VAULT. SEE DETAIL ON C-6
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INSTALL FLOOR STAND PEDESTAL (N) FURNISHED BY DISTRICT
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INSTALL ANCHORS FOR PEDSTAL (N) TO VAULT CONNECTION
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6767 EAST MAIN ST. STOCKTON CA
AutoCAD SHX Text THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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MOV1 VALVE REPLACEMENT
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MOV1 VALVE VAULT
UPGRADE DETAILS
48" CITY OF STOCKTON PIPELINE
STOCKTON DIVERTING CANAL
42" CALWATER DISCHARGE PIPELINE
TRANSITE PIPELINE
10" DISCHARGE GV
WELL 74-01
WELL 74-02
10" DISCHARGE GV24" CCP
42" CCP
42" GV
12" B.O.
CONTRACTOR TO ISOLATE PIPELINE BY MEANS
OF USING WELD ON LINE STOPS AND HOT TAPPING
(OR OWNER APPROVED EQUAL) AT LOCATION APPROVED BY OWNER
24" STUB
W/ BLIND FLANGE
24" GV
W/ BYPASS
SEE DETAIL E BELOW FOR VALVE INSTALLTION DETAILS
3'-5" 2'-9"
3'-6"
1'-9"
5'-5"
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VALVE CLUSTER INSTALLATION DETAIL
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VALVE CLUSTER SITE PLAN (E)
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DEMO 42" GV (E) INSTALL 42" BFV (N) FURNISHED BY DISTRICT
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24" STUB W/ BLIND FLG (E)
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SAMPLE TAP W/ 1" OUTLET BALL VALVE (E)
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DEMO 24" GV W/ BYPASS (E) INSTALL 24" BFV (N) FURNISHED BY DISTRICT
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24" CCP (E)
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42" CCP (E)
AutoCAD SHX Text NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS AND ANY MISCELLANEOUS PIPE FITTING TO INSTALL NEW VALVES AT THE VALVE CLUSTER. INSTALL NEW VALVES WITH 5' COVER MIN. VALVES SUPPLIED BY OWNER. SEE SHEET C-6 FOR PIPE TRENCH AND VALVE RISER BOX DETAILS. WORK TO BE COMPLETED DURING PLANT SHUTDOWN.
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FLOW
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6767 EAST MAIN ST. STOCKTON CA
VALVE CLUSTER 1969 DRAWINGS
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VALVE CLUSTER (E)
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AutoCAD SHX Text THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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MOV1 VALVE REPLACEMENT
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VALVE CLUSTER 1969 DRAWINGS
VALVE SIZE
IN
MM
A 12.00 [305]
B 2.75 [70]
C D
[773]
E
DIMENSIONS IN [MM]
GF
30.91 30.42 49.50 [785] [1257]
1.62 [41] 28
H J
1-1/2-6 UNC
SEAT
SIDE
B
A
2. FOR MANUAL OPERATION PUSH LEVER IN
DIRECTION OF ARROW ONLY. UNIT REMAINS
IN HAND OPERATION UNTIL MOTOR IS ENERGIZED.
MANUAL
OVERRIDE
(SEE NOTE 2)
NOTICE
THIS DRAWING DOES NOT SHOW ACTUATOR ACCESSORIES. IF ACCESSORIES
ARE REQUIRED, REFER TO THE APPROPRIATE ACCESSORY INSTALLATION
DRAWING FOR DIMENSIONS AND OTHER RELATED INFORMATION.
45°
MAX
9.00
1.00
DRILLED AND PINNED
BY CUSTOMER
1.25[32] DIA EXTENSION ROD
FURNISHED WHEN ORDERED
(SEE NOTE 3)
DRILLED AND PINNED
BY CUSTOMER
1.00
1.00
REMOVAL
FOR COVER
49.12
3.98
DIA
6.50
14.00 DIA
EQUALLY SPECED ON A
.62[16] DIA THRU, 6 HOLES
DETAIL SEE DETAIL "G"
G
ALTERNATE
MGB-WR4-HD_ (NON-BURIED) CONSTRUCTION
"G" QTY OF THRU
"F" DIA THRU HOLES
HOLES PER FLANGE
"E" DIA BC
"H" SIZE OF TAPPED HOLES
"J" QTY OF TAPPED HOLES
PER FLANGE
"K" DEPTH OF TAPPED HOLES
25.44
A 1.25
B
4.67
AS SPECIFIED
BY CUSTOMER
DIA
SEE DETAIL "G"
1.75 DIA
44 19
.75
12.75[324] DIA BC (REF)
6.30 DIA
9.02
DIA
8.59
10.44
1.19
"N" (SEE NOTE 3)
FOR COVER
REMOVAL 10.55
1.56
FOR COVER
REMOVAL
14.09
9.06
3. IF EXTENSION ROD IS ORDERED, SPECIFY
DIMENSION FROM CENTERLINE OF VALVE TO THE
BOTTOM OF FLOORSTAND AND SPECIFY "N"
DIMENSION IF OFFSET IS SIGNIFICANT.
K 2.59 [66]
L 53.00 [1346]
A VALVE
B ACTUATOR
G EXTENDED FLOORSTAND
NOTES:
1. FLANGES ARE FLAT FACED WITH DIMENSIONS AND
DRILLING TO ANSI B16.1 CLASS 125 EXCEPT FOR
TAPPED HOLES AS INDICATED. SEE A26506 FOR
NON-ANSI FLANGED DATA.
8.05
4.69
119 SIDE
SEAT
"L" DIA
C
ACTUATOR MOUNTING POSITIONS
D 10.38
8.25
13.94 354 225
8.86
SEAT
SIDE
SEAT
SIDE
BAW BUTTERFLY VALVES SIZE 42 & 48 FLANGED
SEAT
SIDE
STANDARD POSITION
SHOWN IN THIS DRAWING
90 POSITION
180 POSITION
SEAT
SIDE
270 POSITION
ROTORK IW7R(120,180,240 OR 360 RATIO) GEAR UNIT ACT'R (SPUR GEAR SOUTH)
W/ROTORK (IQ10,12,OR 18 MOTOR MTD ON FLOORSTAND W/(2) UNIVERSAL JOINTS
G DEF ABC
NOTES:
1. ALL BELOW GROUND NUTS, BOLTS AND MISCELLANEOUS STEEL SHALL BE POLYETHYLENE ENCASED AS
PER AWWA C-105 OR TAPE WRAPPED AS PER AWWA C-209, 20 MILS MINIMUM IN BOTH CASES.
2. VALVE RISER MAY BE NOTCHED AROUND VALVE SHAFT WITH ENGINEER'S APPROVAL. VALVE RISER SHALL
NOT REST ON VALVE.
3. ALL CONCRETE MIX SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI, AND BE CAST
AGAINST UNDISTURBED NATIVE MATERIAL OR FILL COMPACTED TO 95% RELATIVE DENSITY.
OPEN FIELD AREAS
PAVED AREAS
SECTION A-A
MODEL G-5 CONCRETE
TRAFFIC BOX WITH CAST IRON
LID MARKED "SEWD"
8" PVC VALVE RISER
(LENGTH AS REQUIRED)
(SEE NOTE 6)
PADDLE MARKER WITH SEWD
STICKER FACING DIRECTION
OF FIELD ROAD TRAFFIC (TYP.)
SLOPEFINAL GRADE
UNREINFORCED CONCRETE RING
WITH ARROW INDICATING
PIPELINE DIRECTION
5"
10" MIN.
2" RISE
12"
2"x4"x12" REDWOOD (TYP.)
FLANGED BUTTERFLY VALVE
(SEE NOTES 2 & 3)
8" PVC VALVE RISER
(SEE NOTE 6)
VALVE NUT EXTENSION
(SEE NOTE 4)
MODEL G-5 CONCRETE TRAFFIC
BOX WITH CAST IRON LID
MARKED "SEWD"
2"x4"x12" REDWOOD (TYP.)
UNREINFORCED CONCRETE RING
5"
2" ASPHALTIC CONCRETE
WITH ARROW INDICATING
PIPELINE DIRECTION
12" MAX.10" MIN.
12"
EXISTING PAVEMENT
VALVE NUT
EXTENSION
A A
AS REQUIRED
1/2" (MAX.)2" SQUARE
OPERATING NUT
1" STEEL
PIPE SHAFT
2 1/2" SQUARE TUBING
TO FIT OVER 2"
OPERATING NUT
VALVE RISER
VALVE RISER
CENTERING RING
3/16" STEEL PLATE WITH
EDGES ROUNDED OVER
1"Ø HOLE (TYP.)
2" SQUARE
OPERATING NUT
12" MAX.
VALVE NUT EXTENSION
(SEE NOTE 4)
VALVE RISER SHALL NOT
REST ON VALVE
CENTERING RING
6"
6"
2"x4"x12" REDWOOD
(PARALLEL WITH VALVE ACTUATOR)
12" METALLIC
WARNING TAPE
TRACER WIRE
2 O.D.
4"MIN
4O.D. 1
4O.D.
12"-1st LIFT
5' MINIMUM
EXISTING
FIELD GRADE
FINAL GRADE TO BE
0.1' ABOVE EXISTING
FIELD GRADE
4" MINUS
CRUSHED ROCK
NATIVE MATERIAL
OR SELECT FILL
COMPACTED TO
90% RELATIVE
COMPACTION
2" PIPE O.D.
ST
O
C K
TO
N
E A
ST
W
A
TE
R D
IS
TR
IC
T
C-6
SCALE: 38" = 1'-00"
VALVE CLUSTER VALVE RISER DETAIL
C-4 F
SCALE: NTS
ACTUATOR MECHANICAL EXTENSION DETAIL
C-3 D
SCALE: NTS
PIPE TRENCH DETAIL
C-4 G
SCALE: NTS
VALVE CLUSTER INSTALL NOTE
H
AutoCAD SHX Text VALVE CLUSTER INSTALLATION NOTES: 1. CONTRACTOR TO FIELD COAT WITH CONTRACTOR TO FIELD COAT WITH PROTECTIVE COAT AND TAPE AS REQUIRED FOR BURIED VALVE CLUSTER IN ACCORDANCE WITH THE SPECIFICATIONS.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
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BY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
6767 EAST MAIN ST. STOCKTON CA
AutoCAD SHX Text THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
DWG. CURRENT AS OF: 6/2/25
AutoCAD SHX Text
SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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DS
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DS
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DE
AutoCAD SHX Text 2024-16
AutoCAD SHX Text
MOV1 VALVE REPLACEMENT
DETAILS 1
| 2024-16 10.24.25 |
| AA T-1 |
| Sheets and Views |
| G-1 |
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| T-3 |
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| Sheets and Views |
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