Plans_G-80_Well_Contract_No._2_Well_Equipping.pdf
PDF 5 MB Posted
- Solicitation number
- ITB-2612
- Issued by
- San Juan County, New Mexico
About this file
This document is a set of engineering plans and specifications for Well Contract No. 2 - Well Equipping, prepared by DePauli Engineering & Surveying LLC for the City of Gallup in McKinley County, New Mexico, under Formal Bid No. ITB-2612. The project involves the installation of deep well submersible pump assemblies and associated equipment at two existing well sites: G-80 Point of Diversions (POD) #8 and POD #13. The work includes installation of 4-inch O.D. J-55 steel column piping, check valves, electric cable, stainless steel air lines, centralizers, and appurtenances. The POD #8 pump assembly intake depth is 1,650 feet below surface level, while the POD #13 pump assembly intake depth is 2,465 feet below surface level. The project also encompasses construction of new well heads with well disinfection at POD #13 only, system startup, and coordination with other contractors at each location. POD #8 is located adjacent to Galanis Well on the east side of U.S. Highway 491, approximately 5.7 miles north of Interstate 40 in Gallup, New Mexico; POD #13 is located adjacent to Colianni Well on the west side of U.S. Highway 491, approximately 4.7 miles north of Interstate 40 in Gallup, New Mexico.
The plans specify detailed engineering requirements for well casing extensions, discharge head assemblies, bearing plates, electrical connections, and air line systems for both locations. Contract No. 2 work includes welding of stiffener plates to existing well casing, installation of new 13-inch O.D. J-55 well casing extensions, discharge head components with gaskets and flanges, 2-inch galvanized iron air vent piping with insect screens, 1/4-inch and 1/2-inch stainless steel air lines, lifting lugs, and electrical conduit connections. The existing well infrastructure, including 20-inch O.D. steel surface casing and 13.375-inch O.D. steel well casing, is to remain in place with appropriate trimming and grinding. The project is funded by the Water Trust Board through the New Mexico Finance Authority (WTB #WPF-5959). The plans reference coordination between Contract No. 1 and Contract No. 2 contractors for various components, with specific responsibilities delineated for concrete well head construction, electrical infrastructure, wall penetrations, and equipment connections including air compressor and nitrogen bottle systems.
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WELL CONTRACT #2 - WELL EQUIPPING
CITY OF GALLUP, NEW MEXICO
G-80 POINT OF DIVERSIONS #8 AND #13
TITLE SHEET 1 OF 3
INDEX
SHEET NO.ITEM
WELL EQUIPPING DETAILS AND WELL HEAD PLANS & ELEVATION
APPROXIMATE
SCALE: 1"=2000'
FORMAL BID NO. ITB-2612
BID LOT NO.
U S H
IG
H
W A
Y
GAMERCO
G-80 POD #13
NEW WELL
DePAULI ENGINEERING & SURVEYING LLC
- CIVIL ENGINEERS AND LAND SURVEYORS -
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
TITLE SHEET SHEET
1 OF 3307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
CITY OF GALLUP
G-80 POINT OF DIVERSIONS #8 AND #13
WELL CONTRACT #2 - WELL EQUIPPING
FORMAL BID NO. ITB-2612
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
FUNDED BY: THE WATER TRUST BOARD THROUGH THE NEW MEXICO FINANCE AUTHORITY, WTB #WPF-5959
WELL HEAD & AIR LINE DETAILS 3 OF 3-
WELL CONTRACT #2 - WELL EQUIPPING
G-80 POINT OF DIVERSIONS #8 AND #13
HIGHWAY 264
G-80 POD #8
NEW WELL
YAH-TA-HEY
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AutoCAD SHX Text ENGINEERING (\\DES-AppServer) (V:)\Active Design\G80 POD 8 and 13 Well Equipping\POD 8 site design\POD8 design
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KurtS Stamp
DePAULI ENGINEERING & SURVEYING LLC
- CIVIL ENGINEERS AND LAND SURVEYORS -
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
SHEET
2 OF 3307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
CITY OF GALLUP
G-80 POINT OF DIVERSIONS #8 AND #13
WELL CONTRACT #2 - WELL EQUIPPING
FORMAL BID NO. ITB-2612
WELL EQUIPPING DETAILS
AND WELL HEAD PLANS &
ELEVATION
WELL DISCHARGE HEAD PLANS
NTS
ELEVATION
POD #8 PLAN
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
POD #13 PLAN
CONTRACT
#2
CONTRACT
#1
POD #8 AND POD #13 WELL HEAD GENERAL ELEVATION
NTS
PUMP ASSEMBLY DETAIL
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POD #8 DEPTHS POD #13 DEPTHS
POD #8 POD #13
GENERAL GEOLOGY & WELL CONSTRUCTION DETAILS
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EXISTING 20" O.D. STEEL SURFACE CASING
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EXISTING 13.375" O.D. STEEL WELL CASING
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FINISHED GRADE
AutoCAD SHX Text FOUR (4) - "x3" THICK STIFFENER PLATE 38"x3" THICK STIFFENER PLATE EQUALLY SPACED AROUND WELL CASING EXTENSION BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text NEW 13 " O.D. J-55 WELL CASING 38" O.D. J-55 WELL CASING EXTENSION BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text 2 " RIGID TYPE C CONDUIT BODY WITH 12" RIGID TYPE C CONDUIT BODY WITH COVER ATTACH TO CONCRETE BLOCK BY CONTRACT #1 CONTRACTOR
AutoCAD SHX Text WELL DISCHARGE WELL DISCHARGE POD 8 PIPING ELEV.= 6638.00' POD 13 PIPING ELEV.= 6752.00'
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WELL STATION PIPING BY CONTRACT #1 CONTRACTOR
AutoCAD SHX Text 2 " EXTERIOR FLEXIBLE METAL CONDUIT 12" EXTERIOR FLEXIBLE METAL CONDUIT AND CONDUCTOR PER ELECTRICAL DESIGN TO WELL HEAD BY CONTRACT #1 CONTRACTOR
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4" 150# FLANGED SCH 40 STEEL 90°WELL DISCHARGE HEAD BY CONTRACT #2 CONTRACTOR
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WELL DISCHARGE HEAD AND BEARING PLATE WITH GASKET BY CONTRACT #2 CONTRACTOR
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2" G.I. AIR VENT PIPING WITH INSECT SCREEN BY CONTRACT #2 CONTRACTOR
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FINISHED GRADE
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14" STAINLESS STEEL AIR LINES BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text NOTE: WELL HEAD DISCHARGE ELBOW, VENT PIPING, ELECTRICAL CONDUIT AIR LINE PORT DEPICTED FOR CLARITY ON ELEVATION . SEE PLAN VIEW FOR ACTUAL ORIENTATION
AutoCAD SHX Text 2 " RIGID TYPE C CONDUIT BODY 12" RIGID TYPE C CONDUIT BODY WITH COVER ATTACH TO CONCRETE BLOCK BY CONTRACT #1 CONTRACTOR
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WELL HEAD LIFTING LUGS (2 EA.) BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text DRILL AND TAP 1" BOLT HOLES 12 EA. EVENLY SPACED ON A 21.75 BOLT CENTER BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text 24" O.D. X 1 " THICK FLANGE PLATE 12" THICK FLANGE PLATE BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text 2 " THREADED STEEL FEMALE 12" THREADED STEEL FEMALE CONNECTION FOR ELECTRICAL CONDUIT, ADAPT AS REQUIRED, BY CONTRACT #2 CONTRACTOR
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4" 150# ANSI FLANGE BY CONTRACT #2 CONTRACTOR
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4'X4'X3' 4000 PSI CONCRETE WELL HEAD BY CONTRACT #1 CONTRACT0R
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4.5" O.D. SCH 40 STEEL 90° LONG RADIUS ELBOW AND PIPINGBY CONTRACT #2 CONTRACTOR
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4'X4'X3' CONCRETE WELL HEAD BY CONTRACT #1 CONTRACT0R
AutoCAD SHX Text ALL FLANGE PLATE PENETRATIONS ON 9.5" PORT CIRCLE FROM CENTER BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text FOUR (4) - " THICK STIFFENER 38" THICK STIFFENER PLATE EQUALLY SPACED AROUND WELL CASING EXTENSION BY CONTRACT #2 CONTRACTOR
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13.375" O.D. OF WELL CASING BY CONTRACT #2 CONTRACTOR
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FOUR (4) VERTICAL # REBAR AND EACH CORNER BY CONTRACT #1 CONTRACTOR
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#5 HOOPS @ 6" O.C 24" MIN. LAP BY CONTRACT #1 CONTRACTOR
AutoCAD SHX Text INSTALL " CHAMFER ON ALL 34" CHAMFER ON ALL EXPOSED CONCRETE EDGES BY CONTRACT #1 CONTRACT0R
AutoCAD SHX Text INSTALL " CHAMFER ON ALL 34" CHAMFER ON ALL EXPOSED CONCRETE EDGES BY CONTRACT #1 CONTRACT0R
AutoCAD SHX Text NOTE: 2 " EXTERIOR FLEXIBLE METAL CONDUIT AND CONDUCTOR 12" EXTERIOR FLEXIBLE METAL CONDUIT AND CONDUCTOR PER ELECTRICAL DESIGN TO WELL HEAD BY CONTRACT #1 CONTRACTOR NOT SHOWN IN PLAN VIEW FOR CLARITY
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2" DIAMETER TAPPED HOLE FOR 2" GI AIR VENT PIPING BY CONTRACT #2 CONTRACTOR
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12" DIAMETER HOLES FOR AIR LINES (2 EA.) BY CONTRACT # CONTRACTOR
AutoCAD SHX Text 2 " RIGID TYPE C CONDUIT BODY 12" RIGID TYPE C CONDUIT BODY WITH COVER ATTACH TO CONCRETE BLOCK BY CONTRACT #1 CONTRACTOR
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WELL HEAD LIFTING LUGS (2 EA.) BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text DRILL AND TAP 1" BOLT HOLES 12 EA. EVENLY SPACED ON A 21.75 BOLT CENTER BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text 24" O.D. X 1 " THICK FLANGE PLATE 12" THICK FLANGE PLATE BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text 2 " THREADED STEEL FEMALE 12" THREADED STEEL FEMALE CONNECTION FOR ELECTRICAL CONDUIT, ADAPT AS REQUIRED, BY CONTRACT #2 CONTRACTOR
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4" 150# ANSI FLANGE BY CONTRACT #2 CONTRACTOR
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4.5" O.D. SCH 40 STEEL 90° LONG RADIUS ELBOW AND PIPINGBY CONTRACT #2 CONTRACTOR
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4'X4'X3' CONCRETE WELL HEAD BY CONTRACT #1 CONTRACT0R
AutoCAD SHX Text ALL FLANGE PLATE PENETRATIONS ON 9.5" PORT CIRCLE FROM CENTER BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text FOUR (4) - " THICK STIFFENER 38" THICK STIFFENER PLATE EQUALLY SPACED AROUND WELL CASING EXTENSION BY CONTRACT #2 CONTRACTOR
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13.375" O.D. OF WELL CASING BY CONTRACT #2 CONTRACTOR
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FOUR (4) VERTICAL # REBAR AND EACH CORNER BY CONTRACT #1 CONTRACTOR
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#5 HOOPS @ 6" O.C 24" MIN. LAP BY CONTRACT #1 CONTRACTOR
AutoCAD SHX Text INSTALL " CHAMFER ON ALL 34" CHAMFER ON ALL EXPOSED CONCRETE EDGES BY CONTRACT #1 CONTRACT0R
AutoCAD SHX Text NOTE: 2 " EXTERIOR FLEXIBLE METAL CONDUIT AND CONDUCTOR 12" EXTERIOR FLEXIBLE METAL CONDUIT AND CONDUCTOR PER ELECTRICAL DESIGN TO WELL HEAD BY CONTRACT #1 CONTRACTOR NOT SHOWN IN PLAN VIEW FOR CLARITY
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2" DIAMETER TAPPED HOLE FOR 2" GI AIR VENT PIPING BY CONTRACT #2 CONTRACTOR
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12" DIAMETER HOLES FOR AIR LINES (2 EA.) BY CONTRACT # CONTRACTOR
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38" STEEL STIFFENER PLATE (4 REQUIRED) BY CONTRACT #2 CONTRACTOR (TYP.)
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DISCHARGE HEAD COLUMN PIPE AND COUPLING BY CONTRACT #2 CONTRACTOR
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PUMP ARMORED ELECTRICAL CABLE
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14" STAINLESS STEEL AIR LINES BY CONTRACT #2 CONTRACTOR
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STAINLESS STEEL BAND (TYP.) AS CALLED FOR
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STAINLESS STEEL BAND (TYP.) AS CALLED FOR
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20" SURFACE CASING (TYP.)
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17.5" HOLE
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13.375" O.D. API STEEL J-55 CASING
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12.25" HOLE
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8.625" O.D. TYPE 316 STAINLESS STEEL LINER, BLANK AND SCREEN (TYP.)
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STAINLESS STEEL BULL NOSE END CAP
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GALLUP SANDSTONE
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MANC0S SHALE
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WESTWATER CANYON MEMBER OF MORRISON FORMATION
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DAKOTA SANDSTONE
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RAT HOLE
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SHALE CATCHER (FOUR LOCATIONS) TYP.
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DEPTH
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ELEV
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K PACKER
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FLOAT SHOE
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STATIC WATER LEVEL
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DYNAMIC WATER LEVEL
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INTAKE SETTING DEPTH
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PUMP ASSEMBLY
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NEW DISCHARGE PLATE
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INTAKE SETTING DEPTH
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BOTTOM OF MOTOR
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CENTRILINE KHT FLAT ELECTRIC METER HEAD OR EQUAL (TYP.)
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TOP OF BOWLS
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EXISTING 13-3/8" O.D. STEEL CASING (72 LB/FT.)
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1/4" SS N LINE2 LINE
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THREE (3) - 4" STAINLESS STEEL CHECK VALVE SLOW BLEED BACK (TYP.) @ DEPTHS
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FIRST SS AIRLINE
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1/4" SS AIR LINE
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ELEV
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STATIC WATER LEVEL
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INTAKE SETTING DEPTH
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SECOND SS AIRLINE
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INTAKE SETTING DEPTH
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FIRST SS AIRLINE
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SECOND SS AIRLINE
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STATIC WATER LEVEL
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STATIC WATER LEVEL
DePAULI ENGINEERING & SURVEYING LLC
- CIVIL ENGINEERS AND LAND SURVEYORS -
for the
CITY OF GALLUP
McKINLEY COUNTY, NEW MEXICO
DATEBYNO.
SHEET
3 OF 3307 SOUTH 4th STREET GALLUP, NM 87301
TEL: (505)863-5440 WWW.DEPAULIENGINEERING.COM
CITY OF GALLUP
G-80 POINT OF DIVERSIONS #8 AND #13
WELL CONTRACT #2 - WELL EQUIPPING
FORMAL BID NO. ITB-2612
WELL HEAD & AIR LINE
DETAILS
AIRLINE WATER LEVEL MEASUREMENT SCHEMATIC
NTS
WELL HEAD ELECTRICAL CONNECTION DETAIL
NTS
C O
N T
R A
C T
#1 C
O N
T R
A C
T #2
ELEVATION
C A U T I O N
CALL NEW MEXICO ONE CALL
BEFORE YOU DIG!
CONTRACT #2 CASING STIFFENER DETAIL
NTS
ELEVATION
EXISTING WELL CASING SECTIONNEW WELL CASING SECTION
DISHARGE HEAD
LIFTING LUG DETAIL
NTS
DISCHARGE HEAD
2" VENT PIPE DETAIL
NTS
BEARING FLANGE DETAIL
NTS
DISCHARGE HEAD
ELECTRICAL CONNECTION DETAIL
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DISCHARGE HEAD
DISCHARGE PIPE DETAIL
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AutoCAD SHX Text AIRLINE MEASUREMENT SYSTEM NOTES 1. " STAINLESS STEEL LINES TO BE NEATLY 14" STAINLESS STEEL LINES TO BE NEATLY RUN AND PROPERLY ATTACHED TO WALLS AND PIPING 2. LARGE PRESSURE GAGES TO BE QUALITY, LARGE PRESSURE GAGES TO BE QUALITY, 6" FACE W/ 14 % ACCURACY (0-300 PSI) 3. CONTRACT No. 2 CONTRACTOR TO CONTRACT No. 2 CONTRACTOR TO PROVIDE STAINLESS STEEL LINE LENGTHS CAPABLE OF ENTERING WELL BUILDING AND CONNECTING AS SHOWN TO AIR COMPRESSOR AND NITROGEN BOTTLE. 4. CONTRACT No. 1 CONTRACTOR TO CONTRACT No. 1 CONTRACTOR TO PROVIDE ONE (1) WALL PENETRATIONS FOR BOTH AIR LINES FOR ENTRY INTO BUILDING. PENETRATION SHALL BE SEALED WITH SILCONE 5. CONTRACT No. 1 CONTRACTOR TO INSERT CONTRACT No. 1 CONTRACTOR TO INSERT STAINLESS STEEL LINES INTO WELL BUILDING AND MAKE APPROPRIATE CONNECTIONS. 6. AIR COMPRESSOR SHALL BE 200 PSI, 20 AIR COMPRESSOR SHALL BE 200 PSI, 20 GALLON MINIMUM BY CHAMPION OR EQUAL. CONTRACTOR TO PROVIDE ALL FITTINGS, BUSHINGS, AND REDUCERS REQUIRED FOR COMPLETE INSTALLATION
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NITROGEN TANK TO BE FURNISHED BY CITY
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INSTALL WALL MOUNTED CHAIN RETAINER
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PRESSURE REGULATOR
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AIR CHUCK
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PRESSURE REGULATOR
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NEEDLE VALVE
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6" PRESSURE GAGE WITH ISOLATION VALVE BY WIKA OR EQUAL (TYP)
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NEEDLE VALVE
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AIR LINE PENETRATION FOR BOTH AIR LINES. SILICON BOTH EXPOSED ENDS
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CONTRACT #1
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CONTRACT #2
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14" STAINLESS STEEL AIR LINES
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14" STAINLESS STEEL AIR LINES
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INTERCHANGEABLE CONNECTIONS, 18" OUTSIDE OF WALL EXTERIOR
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STATIC WATER LEVEL
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COLUMN PIPE
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EXISTING 13.375" O.D. STEEL CASING
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APPROX. TOP OF PUMP ASSEMBLY
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14" STAINLESS STEEL AIRLINES TO BE BANDED TO COLUMN PIPE
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2 " GRC LONG RADIUS 12" GRC LONG RADIUS SWEEP CONDUIT
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2 " GRC CONDUIT12" GRC CONDUIT
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STAINLESS STEEL 2-HOLE CONDUIT STRAP ANCHOR TO CONCRETE BLOCK
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3-PIECE RIGID STEEL CONDUIT COUPLING
AutoCAD SHX Text 2 " RIGID TYPE C CONDUIT BODY WITH 12" RIGID TYPE C CONDUIT BODY WITH COVER ATTACH TO CONCRETE BLOCK
AutoCAD SHX Text ELECTRICAL CONNECTION NOTES: 1. BURIED 2 " GRC CONDUIT SHALL BURIED 2 " GRC CONDUIT SHALL 12" GRC CONDUIT SHALL HAVE TWO LAYERS OF PVC TAPE WRAP, 10 MIL MIN. 2. FLEXIBLE METAL CONDUIT SHALL BE FLEXIBLE METAL CONDUIT SHALL BE ATTACHED TO CONDULET AND WELL HEAD THREADED INSERT WITH COUPLING THAT CAN BE EASILY CONNECT AND DISCONNECTED TO FACILITATE PUMP ASSEMBLY AND INSTALLATION AND REMOVAL. 3. WELL HEAD DISCHARGE ELBOW, VENT WELL HEAD DISCHARGE ELBOW, VENT PIPING, ELECTRICAL CONDUIT AIR LINE PORT DEPICTED FOR CLARITY ON ELEVATION. SEE PLAN VIEW FOR ACTUAL ORIENTATION
AutoCAD SHX Text 2 " EXTERIOR FLEXIBLE METAL CONDUIT 12" EXTERIOR FLEXIBLE METAL CONDUIT AND CONDUCTOR PER ELECTRICAL DESIGN TO WELL HEAD
AutoCAD SHX Text 2 " THREADED MALE x FEMALE GRC 12" THREADED MALE x FEMALE GRC CONNECTION FOR ELECTRICAL CONDUIT, ADAPT FLEXIBLE CONDUIT AS REQUIRED, BY CONTRACT #2 CONTRACTOR
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REMOVE EXISTING 20" O.D. STEEL SURFACE CASING AND CEMENT AS REQUIRED
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EXISTING 20" O.D. STEEL SURFACE CASING AND CEMENT TO REMAIN
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EXISTING 13.375" O.D. STEEL WELL CASING TO REMAIN
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CUT AND GRIND SURFACE CASING TO PROVIDE A NEAT LEVEL EDGE ALL AROUND
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TRIM AND GRIND WELL CASING TO PROVIDE A NEAT LEVEL EDGE ALL AROUND
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WELD STIFFENERS TO EXISTING WELL CASING
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WELD NEW WELL CASING TO EXISTING CASING
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NEW 13 " O.D. J-55 38" O.D. J-55 WELL CASING EXTENSION
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EXISTING GROUND SURFACE
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38"X3" STEEL STIFFENER PLATE (4 REQUIRED)
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WELD STIFFENERS AND BEARING PLATE TO NEW WELL CASING
AutoCAD SHX Text 1 " THICK 2' 0.D. AND 12 " I.D. 12" THICK 2' 0.D. AND 12 " I.D. 38" I.D. I.D. STEEL BEARING PLATE
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24" FULL FACE NSF 61 RUBBER GASKET
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DISCHARGE HEAD PIPING AND APPURTENANCES AS REQUIRED
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NOTE: ALL WORK ON THIS DETAIL BY CONTRACT #2 CONTRACTOR
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1 " THICK STEEL 12" THICK STEEL DISCHARGE HEAD
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NEW 13 " O.D. J-55 38" O.D. J-55 WELL CASING EXTENSION
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38" STEEL STIFFENER PLATE (4 REQUIRED)
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EXISTING 13.375" O.D. STEEL WELL CASING
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38" STEEL STIFFENER PLATE (4 REQUIRED)
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TYP.
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58" THICK STEEL PLATE STIFFENERS
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BURN PLAT TO 13.4" I.D. & WELD TO 13.375" O.D. WELL CASING
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DRILL & TAP 12 EA. 1" BOLT HOLES ON A 21.57" BOLT CENTER
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2" THREADED STEEL PIPE
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24 MESH SS INSECT SCREEN W/ SS BAND
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2" STEEL 90° ELL.FITTING
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2" NOMINAL IPT TAPPED & THREADED HOLE
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1 " THICK STEEL PLATE12" THICK STEEL PLATE
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2" HOLE
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1 " THICK STEEL 12" THICK STEEL DISCHARGE HEAD PLATE
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1 " THICK STEEL 12" THICK STEEL DISCHARGE HEAD PLATE
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24 MESH SS INSECT SCREEN W/ SS BAND
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2 " NOMINAL 12" NOMINAL IPT TAPPED & THREADED HOLE
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1 " THICK STEEL 12" THICK STEEL DISCHARGE HEAD PLATE
AutoCAD SHX Text 2 " THREADED MALE x FEMALE GRC 12" THREADED MALE x FEMALE GRC CONNECTION FOR ELECTRICAL CONDUIT, ADAPT FLEXIBLE CONDUIT AS REQUIRED, BY CONTRACT #2 CONTRACTOR
AutoCAD SHX Text 2 " EXTERIOR FLEXIBLE METAL CONDUIT 12" EXTERIOR FLEXIBLE METAL CONDUIT AND CONDUCTOR PER ELECTRICAL DESIGN TO WELL HEAD BY CONTRACT #1 CONTRACTOR
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4" 150-LB. ANSI FLANGE
AutoCAD SHX Text
4.5" O.D. SCH 40 STEEL WELD 90° LONG RADIUS ELBOW
AutoCAD SHX Text 4 " HOLE IN CENTER OF PLATE 12"± HOLE IN CENTER OF PLATEWITH COLUMN PIPE RUN THROUGH
AutoCAD SHX Text COLUMN PIPE ASTM A53 A 4"x0.237" SCH. 40 (TYP.)
AutoCAD SHX Text COLUMN PIPE ASTM A53 A 4"x0.237" SCH. 40 (TYP.)
AutoCAD SHX Text
THREAD COLUMN PIPE AS REQUIRED TO ADAPT
AutoCAD SHX Text
API LONG BODY 8 ROUND TPI ITH " 34" TAPER V THREAD FOR J-55 4.5" COUPLING
| Sheets and Views |
| Contract 2 POD 8 and 13 design-title |
| Contract 2 POD 8 and 13 design-station well head layout |
| Contract 2 POD 8 and 13 design-station well head details |
File details come from the government source that posted it. Updated .