XTLF 21-1031 Repair Natural Gas Drawings.pdf
PDF 36 MB Posted
- Solicitation number
- XTLF-21-1031
About this file
This is a construction drawing set for the Repair Natural Gas Distribution Base Wide project at Vance Air Force Base, Enid, Oklahoma, with project umbrella number XTLF 21-1031 and an October 2025 issue date for construction documents.
The project involves repairing and upgrading the natural gas distribution system base-wide through eight phased construction areas. The work includes installation of new Medium Density Polyethylene (MDPE) gas main piping in 6-inch, 4-inch, and 2-inch diameters, with connections to existing steel pipe risers. Key construction activities include directional drilling and boring for gas lines under roadways and pavement, with minimum burial depth of 24 inches to top of pipe in natural ground areas compacted to 85% density. The contractor must demolish existing gas piping in grass areas and either abandon in place or demolish gas piping under pavement at the construction manager's discretion. All abandoned lines must be purged and capped. Construction details specify MDPE tees, ball valves, elbows, and interconnections throughout the base, with approved haul routes designated and laydown areas to be coordinated with construction management. Work must comply with UFC 3-430-09, 2004 NFPA 54 National Fuel Gas Code, 2018 International Fuel Gas Code, 2015 ASTM D2513, and 48 CFR Subpart 25.2 Buy American requirements. The project is divided into eight phases (PA through PH) with detailed plans showing existing utilities, drainage structures, and facility locations to be protected during construction. SOD must be provided in all disturbed areas, and construction fencing is required along roadway edges to prevent traffic disruption.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 8.2026 General Provisions and FAR Flowdown Provisions for Commercial.docx | DOCX document | |
| Q-A2.xlsx | XLSX spreadsheet | |
| Q-A1.xlsx | XLSX spreadsheet | |
| Site Visit Attendees.pdf | ||
| XTLF 21-1031 Repair Natural Gas Bid Form.xlsx | XLSX spreadsheet | |
| OK28WD.pdf | ||
| XTLF 21-1031 Repair Natural Gas Specifications.pdf | ||
| Q-A.xlsx | XLSX spreadsheet |
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Text version
UNITED STATES AIR FORCE AIR EDUCATION TRAINING COMMAND
VANCE AFB, OKLAHOMA
PROJECT INFORMATION:
Project Name: REPAIR NATURAL GAS DISTRIBUTION
BASE WIDE
Project Location: VANCE AFB, ENID OKLAHOMA
Project UMBRELLA No:XTLF 21-1031
OCTOBER 2025Issue Date:Project Status: FOR CONSTRUCTION
DOCUMENT TITLE
SHEET INDEX
SHEET NUMBER DATE
TITLE AND INDEX
SHEET NAME REVISIONS
G-001
G-002 PROJECT LOCATION & HAUL ROUTE
C100
UFC 3-430-09 EXTERIOR MECHANICAL UTILITY DISTRIBUTION
GAS PLAN BASE WIDE
NFPA 54 NATIONAL FUEL GAS CODE 2018
INTERNATIONAL FUEL GAS CODE 2015
ASTM D2513 2009
EXECUTION OF WORK DESCRIBED WITHIN THIS PLAN SET SHALL BE
IAW 48 CFR SUBPART 25.2 - BUY AMERICAN - CONSTRUCTION
MATERIALS AND ALL SUBSEQUENT PARTS RELATED TO SUCH
REFERENCE.
C101 GAS MAIN PLAN & DEMO AREA 1
G001
RELEVANT CODE DOCUMENTS
C102
C103
C104
C105
C106
C107
C108
C109
C110
C111
C112
C113
C114
C115
C116
C501
GAS MAIN PLAN & DEMO AREA 2
GAS MAIN PLAN & DEMO AREA 3
GAS MAIN PLAN & DEMO AREA 4
GAS MAIN PLAN & DEMO AREA 5
GAS MAIN PLAN & DEMO AREA 6
GAS MAIN PLAN & DEMO AREA 7
GAS MAIN PLAN & DEMO AREA 8
GAS MAIN PLAN & DEMO AREA 9
GAS MAIN PLAN & DEMO AREA 10
GAS MAIN PLAN & DEMO AREA 11
GAS MAIN PLAN & DEMO AREA 12
GAS MAIN PLAN & DEMO AREA 13
GAS MAIN PLAN & DEMO AREA 14
GAS MAIN PLAN & DEMO AREA 15
GAS MAIN PLAN & DEMO AREA 16
GAS DETAILS
TIT
LE
A
ND
IN
DE
X
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
C502 CIVIL DETAILS
C503 GAS PHASE CONNECTION DETAILS
GI001 GAS PHASE PLAN
G001
GI101 GAS PHASE 1 AREA
GI102 GAS PHASE 2 AREA
GI103 GAS PHASE 3 AREA
GI104 GAS PHASE 4 AREA
GI105 GAS PHASE 5 AREA
GI106 GAS PHASE 6 AREA
GI107 GAS PHASE 7 AREA
GI108 GAS PHASE 8 AREA
PHASE 1 Project No:XTLF 21-1031PA PHASE 2 Project No:XTLF 21-1031PB PHASE 3 Project No:XTLF 21-1031PC PHASE 4 Project No:XTLF 21-1031PD PHASE 5 Project No:XTLF 21-1031PE PHASE 6 Project No:XTLF 21-1031PF PHASE 7 Project No:XTLF 21-1031PG PHASE 8 Project No:XTLF 21-1031PH ryan.sudlow Snapshot
1. PRIMARY HAUL ROUTE.
2. SECONDARY HAUL ROUTE TO BE USED ONLY WHEN PRIMARY ROUTE GATE IS CLOSED.
3. MAIN GATE ENTRANCE ONLY AND ALL VEHICLE EXIT
4. PROJECT LOCATION.
5. FACILITY 288 CIVIL ENGINEERING INCLUDING CONSTRUCTION MANAGEMENT.
6. FACILITY 200 PROCUREMENT.
7. FACILITY 72 VISITOR'S CENTER, USE FOR PASS APPROVAL PRIOR TO BEGINNING WORK.
8. FACILITY 75 COMMERCIAL VEHICLE INSPECTION.
9. LAYDOWN AREA, COORDINATE WITH CONSTRUCTION MANAGER.
N
PROJECT LOCATION
PRIMARY INDUSTRIAL INSPECTION ENTRY
SECONDARY BASE ENTRY AND ALL VEHICLE EXIT ROUTE
LEGEND
KEYNOTES
1. APPROVED HAUL AND ACCESS ROUTES ARE NOTED ON THE PLAN. THE CONTRACTOR SHALL USE ONLY ACCESS
ROUTES THAT ARE PREVIOUSLY APPROVED BY CONSTRUCTION MANAGEMENT.
2. CONSTRUCTION MANAGERS OFFICE IS LOCATED ON THE FIRST FLOOR NORTH-WEST CORNER OF BUILDING 288.
3. CONTRACTING IS LOCATED IN BUILDING 500.
4. REFER TO SPECIFICATION SECTION 010000 - GENERAL PROVISIONS FOR BASE ACCESS PROCEDURES AND RULES.
FOX DR.
GO
TT
R D.
EL
AM
R D.
THIS GATE ENTRANCE
ONLY, NO EXIT
NO EXIT
YOUNG RD.
BROWN PARKWAY
AC - ALTERNATING CURRENT
ACI - AMERICAN CONCRETE INSTITUTE
AFB - AIR FORCE BASE
AFF - ABOVE FINISHED FLOOR
AIM - ADDRESSABLE INPUT MODULE
AOM - ADDRESSABLE OUTPUT MODULE
ASCE - AMERICAN SOCIETY OF CIVIL ENGINEERS
ASRC - ARCTIC SLOPE REGIONAL CORPORATION
ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWG - AMERICAN WIRE GAUGE
AWWA - AMERICAN WATER WORKS ASSOCIATION
CA - CERTIFICATE OF AUTHORIZATION
CD - CANDELA
CFR - CODE OF FEDERAL REGULATIONS
CONT. - CONTINUOUS
CU. YD. - CUBIC YARD
DOD - DEPARTMENT OF DEFENSE
DR - DRIVE
EA - EACH
ELEV - ELEVATION
EMT - ELECTRIC METALLIC TUBE
EPR - ETHYLENE PROPYLENE RUBBER
EQPT - EQUIPMENT
FACP - FIRE SYSTEM CONTROL PANEL
FD - FLOOR DRAIN
FOD - FOREIGN OBJECT OF DEBRIS
FP - FIRE PUMP
FTR - FIRE TRANSMISSION RADIO
GFCI - GROUND FAULT CIRCUIT INTERRUPTER
GPM - GALLONS PER MINUTE
GR - GRADE
GRS - GALVANIZED RIGID STEEL
HZ - HERTZ
IPS - IRON PIPE SIZE
IAW - IN ACCORDANCE WITH
IDU - INDOOR UNIT
JP - JOCKEY PUMP
JPC - JOCKEY PUMP CONTROLLER
KW - KILOWATTS
KVA - KILO-VOLT AMPERE
KV - KILO-VOLT
LA - LIGHTNING ARRESTOR
LBS - POUNDS
M - MODULE
MA - MILLIAMP
MAX - MAXIMUM
MCM - THOUSAND CIRCULAR MILS
MDPE - MEDIUM DENSITY POLYETHYLENE
MIN - MINIMUM
MJ - MECHANICAL JOINT
MULTI - MULTIPLE
NEC - NATIONAL ELECTRIC CODE
NFPA - NATIONAL FIRE PROTECTION ASSOCIATION
NICET - NATIONAL INSTITIUTE FOR CERTIFICATION IN ENGINEERING
TECHNOLOGIES
NTS - NOT TO SCALE
OCEW - ON CENTER EACH WAY
OD - OUTSIDE DIAMETER
ODOT - OKLAHOMA DEPARTMENT OF TRANSPORTATION
ODU - OUTDOOR UNIT
OK - OKLAHOMA
OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
OS&Y - OUTSIDE STEM AND YOKE
P.C.C - PORTLAND CEMENT CONCRETE
PIV - POST INDICATING VALVE
PKWY - PARKWAY
POV - PRIVATELY OWNED VEHICLE
PSI - POUNDS PER SQUARE INCH
PSF - POUNDS PER SQUARE FOOT
PVC - POLYVINYL CHLORIDE
RD - ROAD
SAN - SANITARY SEWER
SCH - SCHEDULE
SPD - SURGE PROTECTION DEVICE
SPEC - SPECIFICATION
SS - STAINLESS STEEL
SQ. FT. - SQUARE FEET
SQ. YD. - SQUARE YARD
THHN - THERMOPLASTIC HIGH HEAT RESISTANCE NYLON COATED
TYP - TYPICAL
UL - UNDERWRITERS LABORATORY
UFC - UNIFIED FACILITIES CODE
VAC - VOLTS ALTERNATING CURRENT
V - VOLTS
XFMR - TRANSFORMER
ABBREVIATIONS
GENERAL NOTES
PR
OJ
EC
T L
OC
AT
IO
N
HA
UL
R
OU
TE
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
G002A LOCATION AND HAUL ROUTE
C503 NTS FOR LOCATION GENERAL REFERENCE ONLY
G
G
G
GG
G G
EXISTING GAS
COMMUNICATION UNDERGROUND
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A C100
GAS PHASE MAP
1" = 200'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI001
GA
S
PH
AS
E
MA
P
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
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288 CIIVIL ENGINEERING
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YOUNG ROAD
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ELAM ROAD
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BOOTH ROAD
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CHANNEL STREET
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FACILITY 248
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FACILITY 247
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FACILITY 305
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113 FUELS MAINTENANCE
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YOUNG ROAD
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GOTT ROAD
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GOTT ROAD
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GOTT ROAD
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GOTT ROAD
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GOTT ROAD
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GOTT ROAD
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GOTT ROAD
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WEAVER ST EAST BOUND
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WEAVER ST WEST BOUND
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WOODRING PKWY WEST BOUND
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WOODRING PKWY EAST BOUND
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FACILITY 316
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FACILITY 314
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FACILITY 312
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FACILITY 714
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FACILITY 713
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FACILITY 645
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GOAD ROAD
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KLINE AVE
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FACILITY 220
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FACILITY 208
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FACILITY 246
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FACILITY 200
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FACILITY 244
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FACILITY 255
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ONG YARD
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FACILITY 116
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FACILITY 293
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FACILITY 128
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FACILITY 129
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FACILITY 141
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FACILITY 415
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FACILITY 410
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FACILITY 345
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FACILITY 455
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FACILITY 430
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FACILITY 412
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FACILITY 336
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FACILITY 413
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FACILITY 179
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FACILITY 172
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FACILITY 171
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FACILITY 183
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FACILITY 182
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FACILITY 192
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FACILITY 187
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FACILITY 195
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FACILITY 198
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FACILITY 190
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FACILITY 672
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FACILITY 690
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FACILITY 795
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FACILITY 130
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FACILITY 323
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FACILITY 528
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FACILITY 527
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FACILITY 505
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FACILITY 500
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FACILITY 542
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FACILITY 550
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FACILITY 541
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FACILITY 790
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FACILITY 751
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FACILITY 409
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FACILITY 140
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FACILITY 158
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FACILITY 155
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FACILITY 170
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FACILITY 174
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FACILITY 810
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FACILITY 811
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FACILITY 826
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FACILITY 816
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FACILITY 800
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FACILITY 304
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FACILITY 642
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FACILITY 643
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FACILITY 644
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FACILITY 641
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DAGENHART RD
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YOUNG ROAD
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SCOTT RD
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MCAFFREY AVENUE
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MCAFFREY AVENUE
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PHILLIPS AVE.
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PHILLIPS AVE.
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CHANNEL STREET
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CHANNEL STREET
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FIELDS STREET
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FIELDS STREET
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MUNSEY STREET
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WHITINGTON AVE.
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WHITINGTON AVE.
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THOMPSON AVE.
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THOMPSON AVE.
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N. BROWN ROAD
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S. BROWN ROAD
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ANDERSON STREET
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ANDERSON STREET
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ANDERSON STREET
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GRITZ STREET
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HANCOCK AVE
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MERRITT AVE
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MERRITT AVE
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HANCOCK AVE
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WILLIAMS AVE
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WILLIAMS AVE
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WEAVER STREET
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WEAVER STREET
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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KLINE AVE
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KLINE AVE
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CONAWAY ST
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CONAWAY ST
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MACCHI AVE
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MACCHI AVE
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FACILITY 250
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FACILITY 258
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FACILITY 522
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FACILITY 143
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FACILITY 125
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FACILITY 121
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FACILITY 119
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FACILITY 421
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FACILITY 423
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FACILITY 643
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300 SF OF TRENCH
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EXISTING STORM SEWER MANHOLE
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FACILITY 601
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EXISTING GRATE INLET
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CONTRACTOR TO PROTECT EXISTING SURVEY MARKER
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FACILITY 646
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AutoCAD SHX Text 400'
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SCALE: 1" = 200'
EXISTING GAS
COMMUNICATION UNDERGROUND
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GL101
GAS PHASE 1 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI101
GA
S
PH
AS
E 1 P
LA
N
XT
LF
-1
1P
A
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
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288 CIIVIL ENGINEERING
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YOUNG ROAD
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BOOTH ROAD
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CHANNEL STREET
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FACILITY 248
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FACILITY 247
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FACILITY 305
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YOUNG ROAD
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GOTT ROAD
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GOTT ROAD
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WEAVER ST WEST BOUND
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FACILITY 316
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FACILITY 314
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FACILITY 312
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FACILITY 220
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FACILITY 208
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FACILITY 246
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FACILITY 200
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FACILITY 244
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FACILITY 255
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ONG YARD
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FACILITY 415
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FACILITY 336
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FACILITY 323
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FACILITY 304
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DAGENHART RD
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YOUNG ROAD
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SCOTT RD
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MCAFFREY AVENUE
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MCAFFREY AVENUE
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PHILLIPS AVE.
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CHANNEL STREET
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CHANNEL STREET
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FACILITY 250
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FACILITY 258
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300 SF OF TRENCH
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EXISTING STORM SEWER MANHOLE
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SCALE: 1" = 100'
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GI102
GAS PHASE 2 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI102
GA
S
PH
AS
E 2 P
LA
N
XT
LF
-1
1P
B
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
AutoCAD SHX Text
288 CIIVIL ENGINEERING
AutoCAD SHX Text G
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
ELAM ROAD
AutoCAD SHX Text
BOOTH ROAD
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FACILITY 248
AutoCAD SHX Text
113 FUELS MAINTENANCE
AutoCAD SHX Text
FACILITY 255
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 116
AutoCAD SHX Text
FACILITY 293
AutoCAD SHX Text
FACILITY 128
AutoCAD SHX Text
FACILITY 129
AutoCAD SHX Text
FACILITY 141
AutoCAD SHX Text
FACILITY 415
AutoCAD SHX Text
FACILITY 410
AutoCAD SHX Text
FACILITY 430
AutoCAD SHX Text
FACILITY 130
AutoCAD SHX Text
FACILITY 409
AutoCAD SHX Text G
AutoCAD SHX Text
SCOTT RD
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
MUNSEY STREET
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
FACILITY 522
AutoCAD SHX Text
FACILITY 143
AutoCAD SHX Text
FACILITY 125
AutoCAD SHX Text
FACILITY 121
AutoCAD SHX Text
FACILITY 119
AutoCAD SHX Text
300 SF OF TRENCH
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 200'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE: 1" = 100'
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GI103
GAS PHASE 3 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI103
GA
S
PH
AS
E 3 A
RE
A
XT
LF
-1
1P
C
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
AutoCAD SHX Text
288 CIIVIL ENGINEERING
AutoCAD SHX Text G
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
ELAM ROAD
AutoCAD SHX Text
BOOTH ROAD
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FACILITY 248
AutoCAD SHX Text
FACILITY 247
AutoCAD SHX Text
FACILITY 305
AutoCAD SHX Text
FACILITY 316
AutoCAD SHX Text
FACILITY 312
AutoCAD SHX Text
FACILITY 246
AutoCAD SHX Text
FACILITY 200
AutoCAD SHX Text
FACILITY 244
AutoCAD SHX Text
FACILITY 255
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 116
AutoCAD SHX Text
FACILITY 293
AutoCAD SHX Text
FACILITY 415
AutoCAD SHX Text
FACILITY 410
AutoCAD SHX Text
FACILITY 345
AutoCAD SHX Text
FACILITY 430
AutoCAD SHX Text
FACILITY 412
AutoCAD SHX Text
FACILITY 336
AutoCAD SHX Text
FACILITY 413
AutoCAD SHX Text
FACILITY 323
AutoCAD SHX Text
FACILITY 409
AutoCAD SHX Text
FACILITY 304
AutoCAD SHX Text G
AutoCAD SHX Text
DAGENHART RD
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
SCOTT RD
AutoCAD SHX Text
MCAFFREY AVENUE
AutoCAD SHX Text
MCAFFREY AVENUE
AutoCAD SHX Text
PHILLIPS AVE.
AutoCAD SHX Text
PHILLIPS AVE.
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FIELDS STREET
AutoCAD SHX Text
FIELDS STREET
AutoCAD SHX Text
MUNSEY STREET
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
WEAVER STREET
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
FACILITY 522
AutoCAD SHX Text
300 SF OF TRENCH
AutoCAD SHX Text
EXISTING STORM SEWER MANHOLE
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 200'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE: 1" = 100'
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GI104
GAS PHASE 4 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI104
GA
S
PH
AS
E 4 A
RE
A
XT
LF
-1
1P
D
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 293
AutoCAD SHX Text
FACILITY 141
AutoCAD SHX Text
FACILITY 415
AutoCAD SHX Text
FACILITY 410
AutoCAD SHX Text
FACILITY 345
AutoCAD SHX Text
FACILITY 455
AutoCAD SHX Text
FACILITY 430
AutoCAD SHX Text
FACILITY 412
AutoCAD SHX Text
FACILITY 336
AutoCAD SHX Text
FACILITY 413
AutoCAD SHX Text
FACILITY 179
AutoCAD SHX Text
FACILITY 172
AutoCAD SHX Text
FACILITY 130
AutoCAD SHX Text
FACILITY 528
AutoCAD SHX Text
FACILITY 527
AutoCAD SHX Text
FACILITY 505
AutoCAD SHX Text
FACILITY 500
AutoCAD SHX Text
FACILITY 542
AutoCAD SHX Text
FACILITY 550
AutoCAD SHX Text
FACILITY 541
AutoCAD SHX Text
FACILITY 409
AutoCAD SHX Text
FACILITY 140
AutoCAD SHX Text
FACILITY 158
AutoCAD SHX Text
FACILITY 155
AutoCAD SHX Text
FACILITY 170
AutoCAD SHX Text
FACILITY 174
AutoCAD SHX Text
PHILLIPS AVE.
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FIELDS STREET
AutoCAD SHX Text
MUNSEY STREET
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
THOMPSON AVE.
AutoCAD SHX Text
THOMPSON AVE.
AutoCAD SHX Text
N. BROWN ROAD
AutoCAD SHX Text
S. BROWN ROAD
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
WILLIAMS AVE
AutoCAD SHX Text
WEAVER STREET
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
FACILITY 522
AutoCAD SHX Text
FACILITY 143
AutoCAD SHX Text
FACILITY 421
AutoCAD SHX Text
FACILITY 423
AutoCAD SHX Text
EXISTING GRATE INLET
AutoCAD SHX Text
CONTRACTOR TO PROTECT EXISTING SURVEY MARKER
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 200'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE: 1" = 100'
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GI105
GAS PHASE 5 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI105
GA
S
PH
AS
E 5 A
RE
A
XT
LF
-1
1P
E
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 141
AutoCAD SHX Text
FACILITY 455
AutoCAD SHX Text
FACILITY 430
AutoCAD SHX Text
FACILITY 179
AutoCAD SHX Text
FACILITY 172
AutoCAD SHX Text
FACILITY 171
AutoCAD SHX Text
FACILITY 183
AutoCAD SHX Text
FACILITY 182
AutoCAD SHX Text
FACILITY 192
AutoCAD SHX Text
FACILITY 187
AutoCAD SHX Text
FACILITY 528
AutoCAD SHX Text
FACILITY 527
AutoCAD SHX Text
FACILITY 505
AutoCAD SHX Text
FACILITY 500
AutoCAD SHX Text
FACILITY 542
AutoCAD SHX Text
FACILITY 550
AutoCAD SHX Text
FACILITY 541
AutoCAD SHX Text
FACILITY 409
AutoCAD SHX Text
FACILITY 140
AutoCAD SHX Text
FACILITY 158
AutoCAD SHX Text
FACILITY 155
AutoCAD SHX Text
FACILITY 170
AutoCAD SHX Text
FACILITY 174
AutoCAD SHX Text
FACILITY 641
AutoCAD SHX Text
MUNSEY STREET
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
THOMPSON AVE.
AutoCAD SHX Text
THOMPSON AVE.
AutoCAD SHX Text
N. BROWN ROAD
AutoCAD SHX Text
S. BROWN ROAD
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
MERRITT AVE
AutoCAD SHX Text
HANCOCK AVE
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
FACILITY 522
AutoCAD SHX Text
FACILITY 143
AutoCAD SHX Text
EXISTING GRATE INLET
AutoCAD SHX Text
CONTRACTOR TO PROTECT EXISTING SURVEY MARKER
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 200'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE: 1" = 100'
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GI106
GAS PHASE 6 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI106
GA
S
PH
AS
E 6 A
RE
A
XT
LF
-1
1P
F
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 179
AutoCAD SHX Text
FACILITY 172
AutoCAD SHX Text
FACILITY 171
AutoCAD SHX Text
FACILITY 183
AutoCAD SHX Text
FACILITY 182
AutoCAD SHX Text
FACILITY 192
AutoCAD SHX Text
FACILITY 187
AutoCAD SHX Text
FACILITY 195
AutoCAD SHX Text
FACILITY 198
AutoCAD SHX Text
FACILITY 190
AutoCAD SHX Text
FACILITY 672
AutoCAD SHX Text
FACILITY 199
AutoCAD SHX Text
FACILITY 690
AutoCAD SHX Text
FACILITY 542
AutoCAD SHX Text
FACILITY 550
AutoCAD SHX Text
FACILITY 541
AutoCAD SHX Text
FACILITY 642
AutoCAD SHX Text
FACILITY 641
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
GRITZ STREET
AutoCAD SHX Text
MERRITT AVE
AutoCAD SHX Text
MERRITT AVE
AutoCAD SHX Text
HANCOCK AVE
AutoCAD SHX Text
WILLIAMS AVE
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
EXISTING GRATE INLET
AutoCAD SHX Text
CONTRACTOR TO PROTECT EXISTING SURVEY MARKER
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 200'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE: 1" = 100'
COMMUNICATION UNDERGROUND
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GI107
GAS PHASE 7 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI107
GA
S
PH
AS
E 7 A
RE
A
XT
LF
-1
1P
G
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 714
AutoCAD SHX Text
FACILITY 713
AutoCAD SHX Text
FACILITY 645
AutoCAD SHX Text
GOAD ROAD
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 672
AutoCAD SHX Text
FACILITY 690
AutoCAD SHX Text
FACILITY 528
AutoCAD SHX Text
FACILITY 527
AutoCAD SHX Text
FACILITY 505
AutoCAD SHX Text
FACILITY 500
AutoCAD SHX Text
FACILITY 542
AutoCAD SHX Text
FACILITY 550
AutoCAD SHX Text
FACILITY 790
AutoCAD SHX Text
FACILITY 811
AutoCAD SHX Text
FACILITY 642
AutoCAD SHX Text
FACILITY 643
AutoCAD SHX Text
FACILITY 644
AutoCAD SHX Text
FACILITY 641
AutoCAD SHX Text
THOMPSON AVE.
AutoCAD SHX Text
N. BROWN ROAD
AutoCAD SHX Text
S. BROWN ROAD
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
GRITZ STREET
AutoCAD SHX Text
HANCOCK AVE
AutoCAD SHX Text
MERRITT AVE
AutoCAD SHX Text
MERRITT AVE
AutoCAD SHX Text
HANCOCK AVE
AutoCAD SHX Text
WILLIAMS AVE
AutoCAD SHX Text
WILLIAMS AVE
AutoCAD SHX Text
WEAVER STREET
AutoCAD SHX Text
MACCHI AVE
AutoCAD SHX Text
FACILITY 643
AutoCAD SHX Text
FACILITY 601
AutoCAD SHX Text
EXISTING GRATE INLET
AutoCAD SHX Text
CONTRACTOR TO PROTECT EXISTING SURVEY MARKER
AutoCAD SHX Text
FACILITY 646
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 200'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE: 1" = 100'
G
G
GG
G G
EXISTING GAS
COMMUNICATION UNDERGROUND
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A
GI108
GAS PHASE 8 AREA
1" = 100'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
GI108
GA
S
PH
AS
E 8 P
LA
N
XT
LF
-1
1P
H
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
GENERAL NOTES
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
FACILITY 714
AutoCAD SHX Text
FACILITY 713
AutoCAD SHX Text
FACILITY 645
AutoCAD SHX Text
GOAD ROAD
AutoCAD SHX Text
KLINE AVE
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 790
AutoCAD SHX Text
FACILITY 751
AutoCAD SHX Text
FACILITY 810
AutoCAD SHX Text
FACILITY 811
AutoCAD SHX Text
FACILITY 826
AutoCAD SHX Text
FACILITY 816
AutoCAD SHX Text
FACILITY 800
AutoCAD SHX Text G
AutoCAD SHX Text
WILLIAMS AVE
AutoCAD SHX Text
KLINE AVE
AutoCAD SHX Text
KLINE AVE
AutoCAD SHX Text
CONAWAY ST
AutoCAD SHX Text
CONAWAY ST
AutoCAD SHX Text
MACCHI AVE
AutoCAD SHX Text
MACCHI AVE
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 200'
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE: 1" = 100'
G
G
GG
G G
EXISTING GAS
COMMUNICATION UNDERGROUND
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
A C100
GAS PLAN BASE WIDE
1" = 200'
LEGEND
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DIRECTIONAL DRILLED BORE
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
C100
GA
S
PL
AN
B
AS
E W
ID
E
C101 C102
C103 C104
C105
C107
C106C108
C109
C110
C111 C112
C113
C115
C114
C116
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C501.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
9. ALL GAS PIPING IN GRASS AREA TO BE DEMOLISHED, GAS PIPING UNDER PAVEMENT TO BE ABANDONED IN
PLACE OR AT THE DISCRETION OF THE CONSTRUCTION MANAGER.
GENERAL NOTES
AutoCAD SHX Text
288 CIIVIL ENGINEERING
AutoCAD SHX Text G
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
ELAM ROAD
AutoCAD SHX Text
BOOTH ROAD
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FACILITY 248
AutoCAD SHX Text
FACILITY 247
AutoCAD SHX Text
FACILITY 305
AutoCAD SHX Text
113 FUELS MAINTENANCE
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
WEAVER ST EAST BOUND
AutoCAD SHX Text
WEAVER ST WEST BOUND
AutoCAD SHX Text
WOODRING PKWY WEST BOUND
AutoCAD SHX Text
WOODRING PKWY EAST BOUND
AutoCAD SHX Text
FACILITY 316
AutoCAD SHX Text
FACILITY 314
AutoCAD SHX Text
FACILITY 312
AutoCAD SHX Text
FACILITY 714
AutoCAD SHX Text
FACILITY 713
AutoCAD SHX Text
FACILITY 645
AutoCAD SHX Text
GOAD ROAD
AutoCAD SHX Text
KLINE AVE
AutoCAD SHX Text
FACILITY 220
AutoCAD SHX Text
FACILITY 208
AutoCAD SHX Text
FACILITY 246
AutoCAD SHX Text
FACILITY 200
AutoCAD SHX Text
FACILITY 244
AutoCAD SHX Text
FACILITY 255
AutoCAD SHX Text
ONG YARD
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 116
AutoCAD SHX Text
FACILITY 293
AutoCAD SHX Text
FACILITY 128
AutoCAD SHX Text
FACILITY 129
AutoCAD SHX Text
FACILITY 141
AutoCAD SHX Text
FACILITY 415
AutoCAD SHX Text
FACILITY 410
AutoCAD SHX Text
FACILITY 345
AutoCAD SHX Text
FACILITY 455
AutoCAD SHX Text
FACILITY 430
AutoCAD SHX Text
FACILITY 412
AutoCAD SHX Text
FACILITY 336
AutoCAD SHX Text
FACILITY 413
AutoCAD SHX Text
FACILITY 179
AutoCAD SHX Text
FACILITY 172
AutoCAD SHX Text
FACILITY 171
AutoCAD SHX Text
FACILITY 183
AutoCAD SHX Text
FACILITY 182
AutoCAD SHX Text
FACILITY 192
AutoCAD SHX Text
FACILITY 187
AutoCAD SHX Text
FACILITY 195
AutoCAD SHX Text
FACILITY 198
AutoCAD SHX Text
FACILITY 190
AutoCAD SHX Text
FACILITY 672
AutoCAD SHX Text
FACILITY 199
AutoCAD SHX Text
FACILITY 690
AutoCAD SHX Text
FACILITY 795
AutoCAD SHX Text
FACILITY 130
AutoCAD SHX Text
FACILITY 323
AutoCAD SHX Text
FACILITY 528
AutoCAD SHX Text
FACILITY 527
AutoCAD SHX Text
FACILITY 505
AutoCAD SHX Text
FACILITY 500
AutoCAD SHX Text
FACILITY 542
AutoCAD SHX Text
FACILITY 550
AutoCAD SHX Text
FACILITY 541
AutoCAD SHX Text
FACILITY 790
AutoCAD SHX Text
FACILITY 751
AutoCAD SHX Text
FACILITY 409
AutoCAD SHX Text
FACILITY 140
AutoCAD SHX Text
FACILITY 158
AutoCAD SHX Text
FACILITY 155
AutoCAD SHX Text
FACILITY 170
AutoCAD SHX Text
FACILITY 174
AutoCAD SHX Text
FACILITY 810
AutoCAD SHX Text
FACILITY 811
AutoCAD SHX Text
FACILITY 826
AutoCAD SHX Text
FACILITY 816
AutoCAD SHX Text
FACILITY 800
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 304
AutoCAD SHX Text G
AutoCAD SHX Text
FACILITY 642
AutoCAD SHX Text
FACILITY 643
AutoCAD SHX Text
FACILITY 644
AutoCAD SHX Text
FACILITY 641
AutoCAD SHX Text
DAGENHART RD
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
SCOTT RD
AutoCAD SHX Text
MCAFFREY AVENUE
AutoCAD SHX Text
MCAFFREY AVENUE
AutoCAD SHX Text
PHILLIPS AVE.
AutoCAD SHX Text
PHILLIPS AVE.
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FIELDS STREET
AutoCAD SHX Text
FIELDS STREET
AutoCAD SHX Text
MUNSEY STREET
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
WHITINGTON AVE.
AutoCAD SHX Text
THOMPSON AVE.
AutoCAD SHX Text
THOMPSON AVE.
AutoCAD SHX Text
N. BROWN ROAD
AutoCAD SHX Text
S. BROWN ROAD
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
ANDERSON STREET
AutoCAD SHX Text
GRITZ STREET
AutoCAD SHX Text
HANCOCK AVE
AutoCAD SHX Text
MERRITT AVE
AutoCAD SHX Text
MERRITT AVE
AutoCAD SHX Text
HANCOCK AVE
AutoCAD SHX Text
WILLIAMS AVE
AutoCAD SHX Text
WILLIAMS AVE
AutoCAD SHX Text
WEAVER STREET
AutoCAD SHX Text
WEAVER STREET
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
ELAM RD
AutoCAD SHX Text
KLINE AVE
AutoCAD SHX Text
KLINE AVE
AutoCAD SHX Text
CONAWAY ST
AutoCAD SHX Text
CONAWAY ST
AutoCAD SHX Text
MACCHI AVE
AutoCAD SHX Text
MACCHI AVE
AutoCAD SHX Text
FACILITY 250
AutoCAD SHX Text
FACILITY 258
AutoCAD SHX Text
FACILITY 522
AutoCAD SHX Text
FACILITY 143
AutoCAD SHX Text
FACILITY 125
AutoCAD SHX Text
FACILITY 121
AutoCAD SHX Text
FACILITY 119
AutoCAD SHX Text
FACILITY 421
AutoCAD SHX Text
FACILITY 423
AutoCAD SHX Text
FACILITY 643
AutoCAD SHX Text
300 SF OF TRENCH
AutoCAD SHX Text
EXISTING STORM SEWER MANHOLE
AutoCAD SHX Text
FACILITY 601
AutoCAD SHX Text
EXISTING GRATE INLET
AutoCAD SHX Text
CONTRACTOR TO PROTECT EXISTING SURVEY MARKER
AutoCAD SHX Text
FACILITY 646
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text 400'
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text
SCALE: 1" = 200'
ELECTRICAL PRIMARY UNDERGROUND
ELECTRICAL SECONDARY UNDERGROUND
WATERLINE
STORM DRAIN
SANITARY SEWER
MEDIUM DENSITY POLYETHYLENE (MDPE) GAS MAIN
GAS VALVE
DEMO / REMOVE EXISTING GAS LINE
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 8716 EXPIRES
JUNE 30, 2026
RE
PA
IR
N
AT
UR
AL
G
AS
D
IS
TR
IB
UT
IO
N
BA
SE
W
ID
E
DRAWN BY: CBH
DATE:
PROJECT NO.:
CHECKED BY: RLS
OCTOBER 2025
XTLF 21-1031
DESIGN STAGE:
DATE: OCTOBER 2025
FOR CONSTRUCTION
PROJ TITLE: REPAIR NATURAL GAS DISTRIBUTION BASE WIDE
C101A C101
GAS MAIN PLAN
1" = 40'
KEY PLAN
N.T.S GA
S
MA
IN
P
LA
N
DE
MO
A
RE
A
A C101
DETAIL A
NTS
B C101
DETAIL B
NTS
8"X8"X8"
MDPE TEE
4" MDPE
BALL VALVE
C C101
DETAIL C
NTS
4"X4"X4"
MDPE TEE
D C101
DETAIL D
NTS
4" MDPE 45°
ELBOW
E C101
DETAIL E
NTS
EXISTING 3"
MDPE
6" MDPE GAS LINE
4" MDPE GAS LINE
2" MDPE GAS LINE
2" MDPE TO STEEL PIPE RISER
DEMOLISH EXISTING PIPE
ABANDON IN PLACE EXISTING PIPE
KEY NOTES
CUT ASPHALT TO NEAREST JOINT & REPAIR
LEGEND
EXISTING POLY TO REMAIN
1. VERIFY UTILITY DEPTHS BEFORE BORING NEW GAS MAIN.
2. MINIMUM DEPTH FOR GAS MAIN PIPING IS 24" TO TOP OF PIPE.
3. COMPACT BACKFILL IN NATURAL GROUND AREAS TO 85% DENSITY.
4. PROTECT DRAINAGE STRUCTURES AND INLETS FROM SEDIMENT RUNOFF, RE: F/C502.
5. PROVIDE SOD IN ALL DISTURBED AREAS.
6. EXISTING UTILITIES SHOWN ARE FROM FIELD OBSERVATION AND BASE UTILITY RECORDS. COORDINATE
WITH CONSTRUCTION MANAGEMENT TO OBTAIN A DIGGING PERMIT AND FOR ALL UTILITIES TO BE MARKED
IN THE FIELD.
7. REMOVE EXISTING GAS PIPING AS SHOWN. ALL ABANDONED IN PLACE SHALL BE PURGED AND CAPPED.
8. ADJACENT TO WORK AREAS PROVIDE CONSTRUCTION FENCING ALONG ROADWAY EDGE TO PREVENT
ROADWAY ENCROACHMENT OR TRAFFIC DISRUPTION.
9. ALL GAS PIPING IN GRASS AREA TO BE DEMOLISHED, GAS PIPING UNDER PAVEMENT TO BE ABANDONED IN
PLACE.
GENERAL NOTES
BORE & CASE SEE DETAIL D SHEET C502
CONNECT NEW POLY TO EXISTING POLY
2"
4"
4"
2"
8"
4"
EXISTING 8"
EXISTING 4" ONG YARD
FENCE
DEMOLISH
EXISTING 4"
STEEL PIPE
4" 6"
8"
8"
8" CAPPED LINE
FOR FUTURE
USE
8"
8"
8" 8"
3"X4" MDPE 45°
ELBOW
AutoCAD SHX Text
FACILITY 220
AutoCAD SHX Text
FACILITY 208
AutoCAD SHX Text
FACILITY 246
AutoCAD SHX Text
ONG YARD
AutoCAD SHX Text G
AutoCAD SHX Text
DAGENHART RD
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
EXISTING STORM SEWER MANHOLE
AutoCAD SHX Text
288 CIIVIL ENGINEERING
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
ELAM ROAD
AutoCAD SHX Text
BOOTH ROAD
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FACILITY 248
AutoCAD SHX Text
FACILITY 247
AutoCAD SHX Text
FACILITY 305
AutoCAD SHX Text
113 FUELS MAINTENANCE
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
GOTT ROAD
AutoCAD SHX Text
WEAVER ST EAST BOUND
AutoCAD SHX Text
WEAVER ST WEST BOUND
AutoCAD SHX Text
WOODRING PKWY WEST BOUND
AutoCAD SHX Text
WOODRING PKWY EAST BOUND
AutoCAD SHX Text
FACILITY 316
AutoCAD SHX Text
FACILITY 314
AutoCAD SHX Text
FACILITY 312
AutoCAD SHX Text
FACILITY 714
AutoCAD SHX Text
FACILITY 713
AutoCAD SHX Text
FACILITY 645
AutoCAD SHX Text
GOAD ROAD
AutoCAD SHX Text
KLINE AVE
AutoCAD SHX Text
FACILITY 220
AutoCAD SHX Text
FACILITY 208
AutoCAD SHX Text
FACILITY 246
AutoCAD SHX Text
FACILITY 200
AutoCAD SHX Text
FACILITY 244
AutoCAD SHX Text
FACILITY 255
AutoCAD SHX Text
ONG YARD
AutoCAD SHX Text
FACILITY 116
AutoCAD SHX Text
FACILITY 293
AutoCAD SHX Text
FACILITY 128
AutoCAD SHX Text
FACILITY 129
AutoCAD SHX Text
FACILITY 141
AutoCAD SHX Text
FACILITY 415
AutoCAD SHX Text
FACILITY 410
AutoCAD SHX Text
FACILITY 345
AutoCAD SHX Text
FACILITY 455
AutoCAD SHX Text
FACILITY 430
AutoCAD SHX Text
FACILITY 412
AutoCAD SHX Text
FACILITY 336
AutoCAD SHX Text
FACILITY 413
AutoCAD SHX Text
FACILITY 179
AutoCAD SHX Text
FACILITY 172
AutoCAD SHX Text
FACILITY 171
AutoCAD SHX Text
FACILITY 183
AutoCAD SHX Text
FACILITY 182
AutoCAD SHX Text
FACILITY 192
AutoCAD SHX Text
FACILITY 187
AutoCAD SHX Text
FACILITY 195
AutoCAD SHX Text
FACILITY 198
AutoCAD SHX Text
FACILITY 190
AutoCAD SHX Text
FACILITY 672
AutoCAD SHX Text
FACILITY 199
AutoCAD SHX Text
FACILITY 690
AutoCAD SHX Text
FACILITY 795
AutoCAD SHX Text
FACILITY 130
AutoCAD SHX Text
FACILITY 323
AutoCAD SHX Text
FACILITY 528
AutoCAD SHX Text
FACILITY 527
AutoCAD SHX Text
FACILITY 505
AutoCAD SHX Text
FACILITY 500
AutoCAD SHX Text
FACILITY 542
AutoCAD SHX Text
FACILITY 550
AutoCAD SHX Text
FACILITY 541
AutoCAD SHX Text
FACILITY 790
AutoCAD SHX Text
FACILITY 751
AutoCAD SHX Text
FACILITY 409
AutoCAD SHX Text
FACILITY 140
AutoCAD SHX Text
FACILITY 158
AutoCAD SHX Text
FACILITY 155
AutoCAD SHX Text
FACILITY 170
AutoCAD SHX Text
FACILITY 174
AutoCAD SHX Text
FACILITY 810
AutoCAD SHX Text
FACILITY 811
AutoCAD SHX Text
FACILITY 826
AutoCAD SHX Text
FACILITY 816
AutoCAD SHX Text
FACILITY 800
AutoCAD SHX Text
FACILITY 801
AutoCAD SHX Text
FACILITY 304
AutoCAD SHX Text
FACILITY 642
AutoCAD SHX Text
FACILITY 643
AutoCAD SHX Text
FACILITY 644
AutoCAD SHX Text
FACILITY 641
AutoCAD SHX Text
DAGENHART RD
AutoCAD SHX Text
YOUNG ROAD
AutoCAD SHX Text
SCOTT RD
AutoCAD SHX Text
MCAFFREY AVENUE
AutoCAD SHX Text
MCAFFREY AVENUE
AutoCAD SHX Text
PHILLIPS AVE.
AutoCAD SHX Text
PHILLIPS AVE.
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
CHANNEL STREET
AutoCAD SHX Text
FIELDS STREET
AutoCAD SHX Text
FIELDS STREET
AutoCAD SHX Text
MUNSEY STREET
AutoCAD SHX Text
WHITINGTON AVE.
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WHITINGTON AVE.
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THOMPSON AVE.
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THOMPSON AVE.
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N. BROWN ROAD
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S. BROWN ROAD
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ANDERSON STREET
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ANDERSON STREET
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ANDERSON STREET
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GRITZ STREET
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HANCOCK AVE
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MERRITT AVE
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MERRITT AVE
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HANCOCK AVE
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WILLIAMS AVE
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WILLIAMS AVE
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WEAVER STREET
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WEAVER STREET
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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ELAM RD
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KLINE AVE
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KLINE AVE
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CONAWAY ST
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CONAWAY ST
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MACCHI AVE
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MACCHI AVE
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FACILITY 250
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FACILITY 258
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FACILITY 522
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FACILITY 143
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FACILITY 125
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FACILITY 121
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FACILITY 119
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FACILITY 421
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FACILITY 423
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FACILITY 643
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300 SF OF TRENCH
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EXISTING STORM SEWER MANHOLE
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FACILITY 601
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EXISTING GRATE INLET
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CONTRACTOR TO PROTECT EXISTING SURVEY MARKER
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FACILITY 646
AutoCAD SHX Text G
AutoCAD SHX Text 80'
AutoCAD SHX Text
AutoCAD SHX Text 40'
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