4-P012_Amend0004_RefDwgs_HS-3_DD35-Pumphouse.pdf
PDF 11 MB Posted
- Attached to
- WON 1665555, FY24 AJJY183012 (P-012), PDI: NORTH AIRCRAFT PARKING RAMP, ANDERSEN AIR FORCE BASE, GUAM
- Solicitation number
- N62742-26-R-1300
About this file
This document is a comprehensive set of design drawings for Emergency Fuel Shutoff (EFSO) repairs at Hydrant System #3 (HS-3) located at Andersen Air Force Base, Guam. The design is currently at 35% completion and is not for construction.
The project encompasses civil, structural, instrumentation and controls, fire protection, and electrical work across multiple pump houses and fuel facilities. Civil work includes 13 site plan and profile sheets detailing trench and trenchless crossings for a 12-inch pipeline spanning approximately 17+ miles with multiple horizontal directional drill (HDD) segments of 50 to 550 feet in length. Seven separate trenchless crossing sheets document specific bore details, entry/exit angles, depths, and equipment specifications for HDPE conduit installations. Structural work involves EFSO post details with drilled pier foundations, aluminum support assemblies, and concrete ring aprons. The instrumentation and controls scope includes a new EFSO control panel layout with fiber optic networking, PLC-based pump enable wiring, bypass status light circuits, and integration with existing EFSO monitoring systems at multiple pump houses. Fire alarm upgrades require replacement of the existing Fire Alarm Control Unit and expansion of zone modules for the Monaco transmitter system. Electrical work encompasses underground conduit routing, hand holes, EFSO push-button stations, control relays, and connections to the control panel located in Pump House 3. The design also addresses demolition of existing EFSO push-button stations and associated infrastructure. General notes throughout the documents establish that the contractor is responsible for coordination with multiple trades, verification of existing utilities, trench safety compliance with OSHA standards, and restoration of existing grounds to match or exceed pre-construction conditions at no additional cost to the government.
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Text version
G
EN
ER
AL
SH
EE
T
IN
D
EX
SI
TE
, A
N D
LO
C
AT
IO
N M
AP
03G-001
C . G
O
YE
TT
E
J.
W
AG
ES
B.
T
AY
LO
R
DESIGN EFSO REPAIRS AT VARIOUS
FUELS FACILITIES - DESIGN EFSO
REPAIRS TO HS-3 (Hydrant System #3)
PROJECT DRAWING INDEX
GENERAL
03G-001 GENERAL SHEET INDEX, SITE, AND LOCATION MAP
SHT. SHEET TITLE
Contract Number:
FA8903-18-D-0008
Task Order:
FA8903-23-F-0093
PROJECT LOCATION
03C-101 CIVIL SITE PLAN AND PROFILE SHEET 1
03C-102 CIVIL SITE PLAN AND PROFILE SHEET 2
CIVIL
03C-103 03C-104 03C-105 03C-106 03C-107
CIVIL SITE PLAN AND PROFILE SHEET 3
CIVIL SITE PLAN AND PROFILE SHEET 4
CIVIL SITE PLAN AND PROFILE SHEET 5
CIVIL SITE PLAN AND PROFILE SHEET 6
CIVIL SITE PLAN AND PROFILE SHEET 7
FIRE PROTECTION
FA101 PUMPHOUSE 3 FIRE ALARM PLAN
INSTRUMENTATION & CONTROLS
03Y-101 EFSO CONTROL PANEL LAYOUT & BILL OF MATERIAL
03Y-102 03Y-103 03Y-104
EFSO FIBER NETWORK OVERVIEW
EFSO AND PUMP HOUSE WIRING LAYOUT
PUMP HOUSE I&C PLAN AND DETAILS
ELECTRICAL
03E-001 LEGENDS SYMBOLS AND ABBREVIATIONS
03E-101 03E-201
OVERALL I&C AND ELECTRICAL SITE PLAN
I&C AND ELECTRICAL SITE PLAN AREA 3
OF
AN
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SHEET
SHEET NUMBER
SH
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35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
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PA
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H S-
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03C-108 CIVIL SITE PLAN AND PROFILE SHEET 8
03C-109 CIVIL SITE PLAN AND PROFILE SHEET 9
03C-110 CIVIL SITE PLAN AND PROFILE SHEET 10
03C-111 CIVIL SITE PLAN AND PROFILE SHEET 11
03C-112 CIVIL SITE PLAN AND PROFILE SHEET 12
03C-113 CIVIL SITE PLAN AND PROFILE SHEET 13
01C-031 01C-032 01C-033 01C-034 01C-035 01C-036 01C-037
12" TRENCHLESS CROSSING 3-1 PLAN AND PROFILE
12" TRENCHLESS CROSSING 3-2 PLAN AND PROFILE
12" TRENCHLESS CROSSING 3-3 PLAN AND PROFILE
12" TRENCHLESS CROSSING 3-4 PLAN AND PROFILE
12" TRENCHLESS CROSSING 3-5 PLAN AND PROFILE
12" TRENCHLESS CROSSING 3-6 PLAN AND PROFILE
12" TRENCHLESS CROSSING 3-7 PLAN AND PROFILE
03E-501 ELECTRICAL DETAILS
1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES
OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING
MINIMUM QUALITY STANDARDS, IDENTIFICATION AND
GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF
OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED
THE SPECIFIED ITEMS IN TERMS OF PHYSICAL
PROPERTIES, INCLUDING, COLOR RANGE, FINISH,
DURABILITY, APPEARANCE, PERFORMANCE
CHARACTERISTICS, AND OTHER FACTORS. OTHER
PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE
SUBMITTED FOR EVALUATION AND
APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.
2. THIS SET OF CONSTRUCTION DOCUMENTS MUST BE
CONSIDERED AS A WHOLE IN THAT THE GENERAL
CONTRACTOR AND SUB-CONTRACTORS ARE RESPONSIBLE
FOR THE INFORMATION PRESENTED IN THE SET OF
DRAWINGS AND THE SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING
CONSTRUCTION FENCING AND BARRICADES, TO PROTECT
CONSTRUCTION MATERIAL AND TO PREVENT
UNAUTHORIZED PERSONNEL FROM ENTERING THE
CONSTRUCTION SITE.
4. DAMAGE TO THE EXISTING GROUNDS OR FACILITIES
CAUSED BY CONSTRUCTION TRAFFIC OR CONSTRUCTION
OPERATION MUST BE REPAIRED OR REPLACED BY THE
CONTRACTOR TO MATCH OR EXCEED EXISTING
CONDITIONS AT NO ADDITIONAL COST TO THE
GOVERNMENT.
5. WORK NOTED & LOCATED IN THESE DOCS MUST BE
UNDERSTOOD BY THE CONTRACTOR TO REQUIRE LABOR &
MATERIALS UNLESS SPECIFICALLY NOTED AS "EXISTING"
OR "BY OTHERS".
GENERAL NOTES:
03C-001 CIVIL OVERALL SITE PLAN - PUMP HOUSE 3
03C-002 CIVIL FRANGIBLE EFSO REQUIREMENT PLAN
STRUCTURAL
03S-102 STRUCTURAL EFSO POST DETAILS
03S-101 STRUCTURAL NOTES, & ABBREVIATIONS
03ED-201 I&C AND ELECTRICAL SITE PLAN AREA 3 - DEMOLITION
SHT. SHEET TITLE
EFSO
EFSO EFS
O
EFSO
EFSO
EFSO
EFSO
EFSO
EFS
O
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFS
O
EFSO EFSO
EFSO
EFSO
EF
SO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFS
O
EFS
O
EFSO
EFSO
EFSO
EFSO
EFS
O
EFS
O
EFSO
EFSO
C-103 C-104
C -1
C
-1
C-105 C
-1
C -1
SEE PUMP HOUSE 1
PLAN SET
C-109 C-110
C-112
C-113
C-108 C-111
W. PERIMETER RD.
CAROLINES AVE.
PERIMETER RD.
ARC LIGHT BLVD
MARIANAS BLVD
SEE PUMP HOUSE 4
PLAN SET
SEE PUMP HOUSE 2
PLAN SET
SCALE: 1" = 500'
0 500' 1000' 2000'
OVERALL SITE PLAN - PUMP HOUSE 3
SCALE: 1" = 500'1
C
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PU
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SHEET
SHEET NUMBER
SH
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35% DESIGN
NOT FOR
CONSTRUCTION
DE
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IG
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TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
EFSO EFS
O
EFSO
EFSO
EFSO
EFSO
EFSO
EFS
O
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFS
O
EFSO EFSO
EFSO
EFSO
EF
SO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFSO
EFS
O
EFS
O
EFSO
EFSO
EFSO
EFSO
EFS
O
EFS
O
EFSO
EFSO
ARC LIGHT BLVD
W. PERIMETER RD.
CAROLINES AVE.
PERIMETER RD.
MARIANAS BLVD
0'
0'
0'
0'
RUNWAY/TAXIWAY
CENTER LINE (TYP.)
FRANGIBLE
REQUIREMENT
AREA (TYP.)
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
SCALE: 1" = 500'
0 500' 1000' 2000'
FRANGIBLE EFSO REQUIREMENT PLAN
SCALE: 1" = 500'1
C
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FR
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FS
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EQ
U
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PL
AN
03C-002
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SHEET
SHEET NUMBER
SH
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35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
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PA
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FU
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FA
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ES
IG
N
EF
SO
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EP
AI
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TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
FO
C
O M
M C
O M
M C
O M
M C
O M
M C
O M
M C
O M
M C
O M
M C
O M
M
EXISTING FIBER
OPTIC LINE (TYP.)
EXISTING COMM
LINE (TYP.)
EX
IS
TI
N
G R
U N
W
AY
BEGIN WORK AS PART OF PACKAGE
3. SEE PACKAGE 1 SHEET 01C-107
FOR CONTINUATION.
0+00 1+00 2+00 3+00 4+00 5+00
-0+50 0+50
8.
1+00
8.
1+50
7.
2+00
7.
2+50
6.
3+00
7.
3+50
7.
4+00
8.
4+50
9.
5+00
0.
EXISTING GROUND
EXISTING COMM LINECOMM
EXISTING FIBER OPTIC LINEFO FO
EXISTING CONTOUR
LEGEND
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 1
SCALE: 1" = 50'1
PROFILE - SHEET 1
HORIZONTAL SCALE: 1" = 50'2
C
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C-
2)
MA
TC
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SH
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C-
2)
KEYED NOTES
1. TRENCH ALIGNMENT.
OF
AN
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N A
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F
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C E
BA
SE
, G U
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PR
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D B
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B
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C
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1 2 3 4 5
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IN
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1 2 3 4 5
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B
A
IS
SU
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SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
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FS
O
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PA
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S
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US
FU
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S
FA
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S
- D
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IG
N
EF
SO
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AI
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TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
VERTICAL SCALE: 1" = 10'
EXISTING CONCRETE PAVEMENT
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
1 (TYP.)2 (TYP.)
EXISTING FUEL
LINE (TYP.)
6+00 7+00 8+00 9+00 10+00 11+00
+0
+0
+0
5+50
0.
6+00
0.
6+50
0.
7+00
0.
7+50
0.
8+00
0.
8+50
9.
9+00
0.
9+50
0.
10+00
0.
10+50
0.
11+00
0.
11+50
0.
12+00
9.
12+50
8.
13+00
8.
13+50
8.
14+00
8.
EXISTING GROUND
EXISTING WATER LINEFUEL
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 2
SCALE: 1" = 50'1
PROFILE - SHEET 2
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
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03C-102
R . W
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G . G
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R A
G . R
O M
ER
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MA
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LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
3)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
1)
MATCH LINE
(SEE VIEWPORT 1 SHEET 03C-103)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
1)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. TRENCHLESS ALIGNMENT.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
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N
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D B
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D
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IG
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B
Y:
D
AT
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ES
C
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IP
TI
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N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
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EN
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IN
FO
R M
AT
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N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
EXISTING ASPHALT PAVEMENT
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
UGE UGE UGE
FU
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FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FUEL FUEL FUEL FUEL FUEL FUEL FUEL
EFSO
1 (TYP.)
EXISTING FUEL
LINE (TYP.)
ALIGNMENT PH3-2. SEE
SHEET 04C-106 FOR
ADDITIONAL INFORMATION
0+
1+
2+
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
EXISTING UNDERGROUND
ELECTRIC (TYP.)
14+00 14+50
6.
15+00
8.
15+50
7.
16+00
6.
16+50
9.
17+00
1.
17+50
1.
18+00
0.
18+50
9.
19+00
8.
19+50
7.
20+00
6.
20+50
5.
21+00
4.
21+50
4.
22+00
4.
22+50
4.
23+00
4.
23+50
4.
24+00
4.
24+50
4.
EXISTING GROUND
UGE
FUEL
SCALE: 1" = 50'
0 50' 100' 200'
SITE PLAN - SHEET 3
SCALE: 1" = 50'1
PROFILE - SHEET 3
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-103
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
4)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
2)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
4)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
2)
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
EXISTING UNDERGROUND ELECTRIC
EXISTING FUEL LINE
EXISTING CONTOURXXXX
KEYED NOTES
1. TRENCH ALIGNMENT.
2. EMERGENCY FUEL SHUT OFF.
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
EXISTING UNDERGROUND
ELECTRIC (TYP.)
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
24+50 25+00
4.
25+50
4.
26+00
3.
26+50
2.
27+00
1.
27+50
0.
28+00
9.
28+50
9.
29+00
9.
29+50
9.
30+00
9.
30+50
0.
31+00
0.
31+50
8.
32+00
7.
32+50
4.
33+00
5.
33+50
5.
34+00
8.
34+50
0.
35+00
1.
EXISTING GROUND
EXISTING UNDERGROUND ELECTRICUGE
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 4
SCALE: 1" = 50'1
PROFILE - SHEET 4
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-104
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
5)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
3)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
5)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
3)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. EMERGENCY FUEL SHUT OFF.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
EFSO
EFSO
1 (TYP.)
2 (TYP.)
END WORK AS PART OF
PACKAGE 3. SEE PACKAGE
4 SHEET 04C-104 FOR
CONTINUATION.
EXISTING UNDERGROUND
ELECTRIC (TYP.)
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+0044+04.07
35+00 35+50
2.
36+00
2.
36+50
3.
37+00
4.
37+50
4.
38+00
4.
38+50
5.
39+00
5.
39+50
4.
40+00
2.
40+50
0.
41+00
0.
41+50
0.
42+00
4.
42+50
5.
43+00
5.
43+50
5.
44+00
5.
44+50
EXISTING GROUND
EXISTING UNDERGROUND ELECTRICUGE
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 5
SCALE: 1" = 50'1
PROFILE - SHEET 5
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-105
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
4)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
4)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. EMERGENCY FUEL SHUT OFF.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
VERTICAL SCALE: 1" = 10'
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
U
E U
G E
U G
E U
G E
U G
E
EFSO
1 (TYP.)
EXISTING UNDERGROUND
ELECTRIC (TYP.)
BEGIN ALIGNMENT PH3-2,
SEE SHEET 03C-103 FOR
ALIGNMENT PH3-1.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
+0
+0
+0
+0
-0+50 0+50
2.
1+00
0.
1+50
7.
2+00
5.
2+50
5.
3+00
6.
3+50
7.
4+00
8.
4+50
8.
5+00
8.
5+50
8.
6+00
8.
6+50
7.
7+00
7.
7+50
6.
8+00
6.
8+50
5.
9+00
5.
EXISTING GROUND
EXISTING UNDERGROUND ELECTRICUGE
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 6
SCALE: 1" = 50'1
PROFILE - SHEET 6
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-106
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
7)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
7)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. TRENCHLESS ALIGNMENT.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
EXISTING CONCRETE PAVEMENT
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
UGEUGEUGE
U G
E
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
W W
W W
W W
W W
W W
W
EFSO
1 (TYP.)
EXISTING COMM
LINE (TYP.)
EXISTING COMM
LINE (TYP.)
EXISTING WATER
LINE (TYP.)
EXISTING FIBER
OPTIC LINE (TYP.)
END ALIGNMENT PH3-2,
SEE SHEET 03C-108 FOR
ALIGNMENT PH3-3
ALIGNMENT PH3-4. SEE SHEET 03C-111
FOR ADDITIONAL INFORMATION
EXISTING FUEL
LINE (TYP.)
+0
+0
+0
+0
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0018+13.43
9+00
5.
9+50
4.
10+00
3.
10+50
2.
11+00
1.
11+50
7.
12+00
6.
12+50
6.
13+00
5.
13+50
5.
14+00
5.
14+50
5.
15+00
4.
15+50
3.
16+00
3.
16+50
2.
17+00
1.
17+50
0.
18+00
9.
18+50
EXISTING GROUND
EXISTING COMM LINECOMM
EXISTING FIBER OPTIC LINEFO FO
EXISTING WATER LINEW W
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 7
SCALE: 1" = 50'1
PROFILE - SHEET 7
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-107
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
6)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
6)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. TRENCHLESS ALIGNMENT.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
EXISTING FUEL LINEFUEL
EXISTING ASPHALT PAVEMENT
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
G
E U
G E
U G
E U
G E
U G
E
UGE
WWWWWWWWWWWWWWWWWWWWWW
EFSO
EXISTING UNDERGROUND
ELECTRIC (TYP.)
1 (TYP.)
ALIGNMENT PH3-2. SEE
SHEET 03C-107 FOR
ADDITIONAL INFORMATION
EXISTING COMM
LINE (TYP.)
EXISTING WATER
LINE (TYP.)
ALIGNMENT PH3-4. SEE
SHEET 03C-111 FOR
ADDITIONAL INFORMATION
0+
1+
2+
7+00
8+00
9+00 10+00 11+00 12+00 13+00 14+00
+0
+0
+1
3.
6+50
3.
7+00
2.
7+50
2.
8+00
2.
8+50
2.
9+00
1.
9+50
1.
10+00
0.
10+50
0.
11+00
0.
11+50
9.
12+00
9.
12+50
9.
13+00
9.
13+50
9.
14+00
8.
EXISTING GROUND
EXISTING UNDERGROUND ELECTRICUGE
EXISTING COMM LINECOMM
EXISTING WATER LINEW W
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 8
SCALE: 1" = 50'1
PROFILE - SHEET 8
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-108
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
9)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
9)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
0)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
0)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. EMERGENCY FUEL SHUT OFF.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
WWWWWWWWWWWWWWWWWWWWWWW
EFSO
EFSO
1 (TYP.)2 (TYP.)
EXISTING COMM
LINE (TYP.)
EXISTING WATER
LINE (TYP.)
0+00
1+00 2+00 3+00
4+00
5+00 6+00
2 (TYP.)
-0+50 0+50
9.
1+00
9.
1+50
8.
2+00
7.
2+50
7.
3+00
6.
3+50
6.
4+00
5.
4+50
5.
5+00
4.
5+50
3.
6+00
3.
EXISTING GROUND
EXISTING COMM LINECOMM
EXISTING WATER LINEW W
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 9
SCALE: 1" = 50'1
PROFILE - SHEET 9
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-109
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
8)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
8)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. EMERGENCY FUEL SHUT OFF.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
VERTICAL SCALE: 1" = 10'
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
O
M M
C O
M M
C O
M M
C O
M M
C O
M M
WWWWWWWWWWWWWWWWWWWWWWW
EFSO
EFSO
EXISTING COMM
LINE (TYP.)
EXISTING WATER
LINE (TYP.)
20+65.22
15+00 16+00 17+00 18+00 19+00 20+00
(TYP.)
(TYP.) 2 (TYP.)
14+50
8.
15+00
8.
15+50
8.
16+00
7.
16+50
7.
17+00
7.
17+50
7.
18+00
8.
18+50
8.
19+00
0.
19+50
0.
20+00
8.
20+50
9.
21+00
EXISTING GROUND
EXISTING COMM LINECOMM
EXISTING WATER LINEW W
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 10
SCALE: 1" = 50'1
PROFILE - SHEET 10
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-110
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
8)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
8)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. EMERGENCY FUEL SHUT OFF.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
1/
/2
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
NORTH
VERTICAL SCALE: 1" = 10'
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
U G
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FU
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FU
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FU
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FU
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FU
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FU
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FU
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FU
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W W
W W
W W
W W
W W
W
W EFSO
EFSO
EXISTING COMM
LINE (TYP.)
EXISTING UNDERGROUND
ELECTRIC (TYP.)
END ALIGNMENT PH3-4,
SEE SHEET 03C-112 FOR
ALIGNMENT PH3-5
ALIGNMENT PH3-2. SEE
SHEET 03C-107 FOR
ADDITIONAL INFORMATION
EXISTING FUEL
LINE (TYP.)
BEGIN ALIGNMENT PH3-4,
SEE SHEET 03C-108 FOR
ALIGNMENT PH3-3
0+
1+
2+
3+00
0+00 1+00 2+00 3+00 4+00 5+00 6+006+02.57
+0
+0
+0
+0
-0+50 0+50
8.
1+00
8.
1+50
7.
2+00
7.
2+50
6.
3+00
6.
3+50
5.
4+00
4.
4+50
3.
5+00
3.
5+50
1.
6+00
0.
6+50
EXISTING GROUND
EXISTING UNDERGROUND ELECTRICUGE
EXISTING COMM LINECOMM
EXISTING FUEL LINEFUEL
EXISTING WATER LINEW W
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 11
SCALE: 1" = 50'1
PROFILE - SHEET 11
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-111
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
KEYED NOTES
1. TRENCH ALIGNMENT.
2. TRENCHLESS ALIGNMENT.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
EXISTING ASPHALT PAVEMENT
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
FO FO FO FO FO
FO
FO
FO
FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
SD
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE UGE
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UGE UGE UGE UGE UGE UGE UGE UGE
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U G
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UGE
UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FUEL FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
SS SS SS
SS
SS
SS
SS
SS
SS
W W
W W
W
W W W W WW W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W W W W
W W
W
W
W
W
W
W
W
EFSO
2 50
4 50
EXISTING UNDERGROUND
ELECTRIC (TYP.)
1 (TYP.)
ALIGNMENT PH3-4. SEE
SHEET 03C-111 FOR
ADDITIONAL INFORMATION
EXISTING COMM
LINE (TYP.)
EXISTING WATER
LINE (TYP.)
EXISTING SANITARY
SEWER LINE (TYP.)
EXISTING FUEL
LINE (TYP.)
EXISTING FIBER
OPTIC LINE (TYP.)
(TYP.)
0+00
1+00 2+00 3+00
4+00
5+00
6+00
7+00
8+00
6+
6+
.5
-0+50 0+50
1.
1+00
0.
1+50
9.
2+00
0.
2+50
1.
3+00
1.
3+50
1.
4+00
2.
4+50
1.
5+00
0.
5+50
5.
6+00
4.
6+50
8.
7+00
8.
7+50
8.
8+00
8.
8+50
EXISTING GROUND
EXISTING UNDERGROUND ELECTRICUGE
EXISTING SANITARY SEWER LINESS SS
EXISTING FUEL LINEFUEL
EXISTING COMM LINECOMM
EXISTING WATER LINEW W
FO FO EXISTING FIBER OPTIC LINE
EXISTING CONTOUR
SCALE: 1" = 50'
0 50' 100' 200'
XXXX
SITE PLAN - SHEET 12
SCALE: 1" = 50'1
PROFILE - SHEET 12
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-112
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
3)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
3)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. TRENCHLESS ALIGNMENT.
3. EMERGENCY FUEL SHUT OFF.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
VERTICAL SCALE: 1" = 10'
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
FO FO
FO FO FO FO FO FO FO FO FO
FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
SD
U G
E U
G E
UGE UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE UGE
U G
E U
G E
FU
EL
FU
EL
FU
EL
FUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUEL
FUEL FUEL FUEL FUEL FUEL
FUEL FUELFUEL FUEL FUEL
FUEL FUELFUEL FUEL
FU
EL
FUEL FUELFUEL FUEL
FUEL
FUEL FUEL FUEL FUEL
FU
EL
FUEL
FU
EL
FU
EL
FU
EL
FUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUELFUEL
FUEL FUEL FUEL FUEL
FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL
FU
EL
FU
EL
FUEL FUEL FUEL
FU
EL
FUELFUEL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W
EXISTING UNDERGROUND
ELECTRIC (TYP.)
1 (TYP.)
SEE PACKAGE 4
PLAN SET
EXISTING WATER
LINE (TYP.)
EXISTING SANITARY
SEWER LINE (TYP.)
EXISTING FUEL
LINE (TYP.)
EXISTING FIBER
OPTIC LINE (TYP.)
PUMP
HOUSE 3
PUMP
HOUSE 4
9+00
10+00
11+00
12+00
13+00
14+00 15+00 16+00
+0
7+
.5
8+50
9.
9+00
8.
9+50
9.
10+00
6.
10+50
6.
11+00
6.
11+50
6.
12+00
7.
12+50
7.
13+00
8.
13+50
2.
14+00
3.
14+50
2.
15+00
2.
15+50
4.
16+00
5.
16+50
7.
17+00
8.
17+50 18+00
EXISTING GROUND
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED
EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
RETAINED, MUST REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION
SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTORS TRENCH EXCAVATION SAFETY PROTECTION
SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES MUST PROVIDE FOR TRENCH EXCAVATION SAFETY
PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA
STANDARDS FOR TRENCH EXCAVATIONS. CONTRACTOR AND/OR
CONTRACTORS INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT MUST IMPLEMENT A TRENCH SAFETY PROGRAM IN
ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE
PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
SCALE: 1" = 50'
0 50' 100' 200'
SITE PLAN - SHEET 13
SCALE: 1" = 50'1
PROFILE - SHEET 13
HORIZONTAL SCALE: 1" = 50'2
C
IV
IL
SI
TE
P
LA
N
AN
D
P R
O
FI
LE
SH
EE
T
03C-113
R . W
H
IT
E
G . G
U
ER
R A
G . R
O M
ER
O
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
2)
MA
TC
H
LIN
E (S
EE
V
IE
W
PO
RT
SH
EE
T
C-
2)
KEYED NOTES
1. TRENCH ALIGNMENT.
2. TRENCHLESS ALIGNMENT.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
VERTICAL SCALE: 1" = 10'
EXISTING UNDERGROUND ELECTRICUGE
EXISTING SANITARY SEWER LINESS SS
EXISTING FUEL LINEFUEL
EXISTING WATER LINEW W
FO FO EXISTING FIBER OPTIC LINE
EXISTING CONTOURXXXX
TRENCHLESS ALIGNMENT
TRENCH ALIGNMENT
LEGEND
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR MUST ADJUST HANDHOLES WITHIN PROJECT
LIMIT TO FINISH GRADE.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF RICHARD A WHITE,
TX LICENSE #86423 ON 11/06/23. IT
IS NOT FOR CONSTRUCTION.
1/
/2
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SD
SD
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
SS
W W
W W
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TRENCHLESS ENDPOINT
N: 4931782.03
E: 901869.61
TRENCHLESS ENDPOINT
N: 4932062.31 E: 902161.96
HH HH
HH
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
TRENCHLESS ENDPOINT @ 4°
STA -0+00.00
EL 493.42
TRENCHLESS ENDPOINT @ 4°
STA 4+05.00
EL 497.05
3+91 EDGE OF ROAD
3+63 EDGE OF ROAD
3+31 CL DITCH
2+75 FUEL LINE
2+64 FUEL LINE
2+53 FUEL LINE
2+19 EDGE OF ROAD
1+50 WATER LINE
1+47 EDGE OF ROAD
0+85 FIBER OPTIC
0+69 ELECTRICAL LINE
0+65 ELECTRICAL LINE
0+09 FIBER OPTIC
6.
8.
.0
2'
.8
2'
6.
6.
6.
20.00'405.00'20.00'
5.
SC
AL
E:
0'
LEGEND
PROPOSED PIPE (TRENCHLESS) TRENCHLESS ENDPOINT
HANDHOLE LOCATION
1. NORTHINGS AND EASTINGS ARE IN INTERNATIONAL
FEET REFERENCED TO 1993 GUAM GEODETIC
NETWORK (GGN) MONUMENTS.
2. ELEVATIONS ARE IN INTERNATIONAL FEET,
REFERENCED TO GUAM GEODETIC NETWORK
MONUMENTS MEAN SEA LEVEL (1993 GGN
MSL/GUVD) BENCHMARK.
3. TOPOGRAPHIC SURVEY PENDING.
4. BASE FILE(S) BY ANDERSON AIR FORCE BASE.
5. LOCATIONS AND ELEVATIONS OF EXISTING
FACILITIES/UTILITIES PENDING.
6. ESTABLISHED BORE PATH STATIONING IS IN FEET BY
HORIZONTAL MEASUREMENT AND IS REFERENCED
TO THE CONTROL POSITION FOR THE BORE.
7. SPECIFICATIONS, PERMIT REQUIREMENTS AND
CONTRACT DOCUMENTS MUST BE ADHERED TO BY
CONTRACTOR.
8. CONTRACTOR MUST MAKE NOTIFICATION TO AAFB
BEFORE CONSTRUCTION COMMENCES.
9. PRESENCE, LOCATION, AND ELEVATIONS (POTHOLE
IF NEEDED) OF UTILITIES/FACILITIES MUST BE
VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION AND CLEARLY MARKED AND
EXPOSED (IF NECESSARY).
10. CONTRACTOR TO ACTIVELY MONITOR THE AREA
FOR IMPACTS THAT COULD OCCUR AS A RESULT OF
TRENCHLESS OPERATIONS (E.G. SETTLEMENT,
HEAVE, AND FLUID FLOW).
11. BORING PIT PLAN AND SECTION ARE CONCEPTUAL
ONLY. PLAN FOR AND CONSTRUCT EXCAVATIONS
FOR THE SITE CONDITIONS AND INSTALLATION.
EXCAVATIONS, INCLUDING ACCESS TO THEM, MUST
BE IN ACCORDANCE WITH OSHA, PERMIT AND
REGULATORY REQUIREMENTS AND AAFB POLICY.
12. BLASTING IS NOT PERMITTED.
13. IF REQUIRED, PROVIDE AN APPROVED DEWATERING
SYSTEM TO COMPLETE THE UTILITY INSTALLATION.
14. GEOTECHNICAL DATA PENDING.
15. UPON COMPLETION OF TIE-INS TO THE CONNECTING
CONDUITS, CONDUITS WITHIN THE BELL HOLE
AREAS MUST BE SUPPORTED VIA COMPACTED
NATIVE MATERIAL AND/OR SANDBAGS UNTIL
UNDISTURBED GROUND IS CONTACTED.
16. CONSTRUCTION ACTIVITIES NORMALLY WILL NOT BE
PERMITTED WITHIN 30 METERS (100 FEET) OF THE
RUNWAY/TAXIWAY EDGE. HOWEVER,
CONSTRUCTION MAY BE PERMITTED WITHIN 30
METERS (100 FEET) OF THE RUNWAY/TAXIWAY EDGE
ON A CASE-BY-CASE BASIS WITH A TEMPORARY
WAIVER APPROVED BY THE INSTALLATION
COMMANDER. (PER UFC 3-260-01 PAGE 525,
PARAGRAPH B14-67.7.2 RUNWAY EDGES)
17. PER CONSTRUCTION SPECIFICATIONS, DE-BEAD
12.750" FROM ID OF HDPE CASING PIPE PRIOR TO
INSTALLING CONDUITS.
GENERAL NOTES
PRELIMINARY - NOT FOR
CONSTRUCTION OR RECORDING
MATERIAL SPECIFICATIONS AND TOLERANCES
ITEM TOLERANCE
PILOT HOLE ENTRY ANGLE
PILOT HOLE ENTRY LOCATION
PILOT HOLE EXIT ANGLE
PILOT HOLE EXIT LOCATION
PILOT HOLE DEPTH
PILOT HOLE ALIGNMENT
INCREASE ANGLE UP TO 0.5° (STEEPER).
NO DECREASE IN ANGLE ALLOWED.
AS PER COORDINATES ON DRAWING.
NO CHANGES WITHOUT COMPANY APPROVAL.
INCREASE ANGLE UP TO 0.5° (STEEPER) OR DECREASE
UP TO 1° (FLATTER).
UP TO 10 FEET BEYOND OR 5 FEET SHORT OF THE EXIT
STAKE. BETWEEN 2.5 FEET LEFT AND 2.5 FEET RIGHT OF
CENTERLINE.
UP TO 0 FEET ABOVE THE DESIGN DRILL PROFILE OR 5
FEET BELOW THE DESIGN DRILL PROFILE.
MUST REMAIN WITHIN 2.5 FEET LEFT OR RIGHT OF THE
HDD CENTERLINE.
SPECIFICATIONS
CASING PIPE
ITEM
MINIMUM RADIUS MINIMUM COMBINED (HORIZONTAL AND VERTICAL)
RADIUS OF CURVATURE = "TBD" OVER EACH 3 JOINT
SEGMENT
OF CURVATURE
CONDUIT PIPE
(1) 12.750" OD (12" NOM.), SDR 9, HDPE
(2) 4.500" OD (4" NOM.), SCH 80, HDPE
(2) 2.375" OD (2" NOM.), SCH 80, HDPE
12.750" OD (12" NOM.)
SDR 9 HDPE
2.375" OD (2" NOM.)
SCH 80 HDPE
4.500" OD (4" NOM.)
SCH 80 HDPE
PROPOSED PIPE (OPEN-CUT)
9.567"
MIN 3.746"
MIN
1.887"
MIN
2.
8" M
IN
HH
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF REILLY J. SCHOO
MN LICENSE #53697 ON 11/06/23.
IT IS NOT FOR CONSTRUCTION.
CASING / CONDUIT BUNDLE
CROSS SECTION
A SECTION VIEW
EFSO
EFSO LOCATION
CONCEPTUAL BORE PIT
" T
R
EN
C H
LE
SS
C R
O
SS
IN
G
-1
PL
AN
A N
D P
R O
FI
LE
03C-031
R , S
C H
O O
T.
V
O N
BE
R
G E
P.
B
EA
R
D
EN
SCALE: 1" =
30' 60'
30'
30'
SCALE: 1" =
30' 60'
30'
30'
DOC TBD
DOC TBD
DOC TBD
DOC TBD
DOC TBD
DOC TBD
DOC TBD
DOC TBD
20' TRENCHLESS CROSSING LENGTH = 405' 20'
4' 4'
4' 4'
MARIANAS BLVD
PUMP HOUSE #3
12'
ASSUMED GROUND
800' R
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
1/
/2
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
NORTH
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
FUEL
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
HH HH
HH
HH
TRENCHLESS ENDPOINT
N: 4931302.17
E: 901455.71
TRENCHLESS ENDPOINT
N: 4931677.55
E: 901655.00
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
TRENCHLESS ENDPOINT @ 3°
STA -0+00.00
EL 496.03
TRENCHLESS ENDPOINT @ 3°
STA 4+25.00
EL 490.82
7.
9.
.1
0'
.3
9'
9.
.6
6'
5.
20.00'TRENCHLESS CROSSING LENGTH = 425.00'20.00'
5.
0+25 COMM LINE
0+60 EDGE OF PAVEMENT
1+88 EDGE OF PAVEMENT
2+62 EDGE OF DITCH
3+05 EDGE OF DITCH
3+43 WATER LINE
3+66 WATER LINE
3+67 FIBER OPTIC
3+62 EDGE OF ROAD
4+01 EDGE OF ROAD
2+30 WATER LINE
9.
.8
0'
SC
AL
E:
0'
LEGEND
PROPOSED PIPE (TRENCHLESS) TRENCHLESS ENDPOINT
HANDHOLE LOCATION
1. NORTHINGS AND EASTINGS ARE IN INTERNATIONAL
FEET REFERENCED TO 1993 GUAM GEODETIC
NETWORK (GGN) MONUMENTS.
2. ELEVATIONS ARE IN INTERNATIONAL FEET,
REFERENCED TO GUAM GEODETIC NETWORK
MONUMENTS MEAN SEA LEVEL (1993 GGN
MSL/GUVD) BENCHMARK.
3. TOPOGRAPHIC SURVEY PENDING.
4. BASE FILE(S) BY ANDERSON AIR FORCE BASE.
5. LOCATIONS AND ELEVATIONS OF EXISTING
FACILITIES/UTILITIES PENDING.
6. ESTABLISHED BORE PATH STATIONING IS IN FEET BY
HORIZONTAL MEASUREMENT AND IS REFERENCED
TO THE CONTROL POSITION FOR THE BORE.
7. SPECIFICATIONS, PERMIT REQUIREMENTS AND
CONTRACT DOCUMENTS MUST BE ADHERED TO BY
CONTRACTOR.
8. CONTRACTOR MUST MAKE NOTIFICATION TO AAFB
BEFORE CONSTRUCTION COMMENCES.
9. PRESENCE, LOCATION, AND ELEVATIONS (POTHOLE
IF NEEDED) OF UTILITIES/FACILITIES MUST BE
VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION AND CLEARLY MARKED AND
EXPOSED (IF NECESSARY).
10. CONTRACTOR TO ACTIVELY MONITOR THE AREA
FOR IMPACTS THAT COULD OCCUR AS A RESULT OF
TRENCHLESS OPERATIONS (E.G. SETTLEMENT,
HEAVE, AND FLUID FLOW).
11. BORING PIT PLAN AND SECTION ARE CONCEPTUAL
ONLY. PLAN FOR AND CONSTRUCT EXCAVATIONS
FOR THE SITE CONDITIONS AND INSTALLATION.
EXCAVATIONS, INCLUDING ACCESS TO THEM, MUST
BE IN ACCORDANCE WITH OSHA, PERMIT AND
REGULATORY REQUIREMENTS AND AAFB POLICY.
12. BLASTING IS NOT PERMITTED.
13. IF REQUIRED, PROVIDE AN APPROVED DEWATERING
SYSTEM TO COMPLETE THE UTILITY INSTALLATION.
14. GEOTECHNICAL DATA PENDING.
15. UPON COMPLETION OF TIE-INS TO THE CONNECTING
CONDUITS, CONDUITS WITHIN THE BELL HOLE
AREAS MUST BE SUPPORTED VIA COMPACTED
NATIVE MATERIAL AND/OR SANDBAGS UNTIL
UNDISTURBED GROUND IS CONTACTED.
16. CONSTRUCTION ACTIVITIES NORMALLY WILL NOT BE
PERMITTED WITHIN 30 METERS (100 FEET) OF THE
RUNWAY/TAXIWAY EDGE. HOWEVER,
CONSTRUCTION MAY BE PERMITTED WITHIN 30
METERS (100 FEET) OF THE RUNWAY/TAXIWAY EDGE
ON A CASE-BY-CASE BASIS WITH A TEMPORARY
WAIVER APPROVED BY THE INSTALLATION
COMMANDER. (PER UFC 3-260-01 PAGE 525,
PARAGRAPH B14-67.7.2 RUNWAY EDGES)
17. PER CONSTRUCTION SPECIFICATIONS, DE-BEAD
12.750" FROM ID OF HDPE CASING PIPE PRIOR TO
INSTALLING CONDUITS.
GENERAL NOTES
PRELIMINARY - NOT FOR
CONSTRUCTION OR RECORDING
MATERIAL SPECIFICATIONS AND TOLERANCES
ITEM TOLERANCE
PILOT HOLE ENTRY ANGLE
PILOT HOLE ENTRY LOCATION
PILOT HOLE EXIT ANGLE
PILOT HOLE EXIT LOCATION
PILOT HOLE DEPTH
PILOT HOLE ALIGNMENT
INCREASE ANGLE UP TO 0.5° (STEEPER).
NO DECREASE IN ANGLE ALLOWED.
AS PER COORDINATES ON DRAWING.
NO CHANGES WITHOUT COMPANY APPROVAL.
INCREASE ANGLE UP TO 0.5° (STEEPER) OR DECREASE
UP TO 1° (FLATTER).
UP TO 10 FEET BEYOND OR 5 FEET SHORT OF THE EXIT
STAKE. BETWEEN 2.5 FEET LEFT AND 2.5 FEET RIGHT OF
CENTERLINE.
UP TO 0 FEET ABOVE THE DESIGN DRILL PROFILE OR 5
FEET BELOW THE DESIGN DRILL PROFILE.
MUST REMAIN WITHIN 2.5 FEET LEFT OR RIGHT OF THE
HDD CENTERLINE.
SPECIFICATIONS
CASING PIPE
ITEM
MINIMUM RADIUS MINIMUM COMBINED (HORIZONTAL AND VERTICAL)
RADIUS OF CURVATURE = "TBD" OVER EACH 3 JOINT
SEGMENT
OF CURVATURE
CONDUIT PIPE
(1) 12.750" OD (12" NOM.), SDR 9, HDPE
(2) 4.500" OD (4" NOM.), SCH 80, HDPE
(2) 2.375" OD (2" NOM.), SCH 80, HDPE
12.750" OD (12" NOM.)
SDR 9 HDPE
2.375" OD (2" NOM.)
SCH 80 HDPE
4.500" OD (4" NOM.)
SCH 80 HDPE
PROPOSED PIPE (OPEN-CUT)
9.567"
MIN 3.746"
MIN
1.887"
MIN
2.
8" M
IN
HH
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF 35%
DESIGN REVIEW UNDER THE
AUTHORITY OF REILLY J. SCHOO
MN LICENSE #53697 ON 11/06/23.
IT IS NOT FOR CONSTRUCTION.
CASING / CONDUIT BUNDLE
CROSS SECTION
A SECTION VIEW
EFSO
EFSO LOCATION
CONCEPTUAL BORE PIT
" T
R
EN
C H
LE
SS
C R
O
SS
IN
G
-2
PL
AN
A N
D P
R O
FI
LE
03C-032
R . S
C H
O O
T.
V
O N
BE
R
G E
P.
B
EA
R
D
EN
SCALE: 1" =
30' 60'
30'
30'
SCALE: 1" =
30' 60'
30'
30'
DOC TBDDOC TBD
DOC TBD
DOC TBD
DOC TBD
800' R
NR-1
4' 4'
20' TRENCHLESS CROSSING LENGTH = 425' 20'
4' 4'
ROADWAY
PUMP HOUSE #3
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
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C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
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IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
1/
/2
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT FOR
CONSTRUCTION
DE
SI
GN
E
FS
O
RE
PA
IR
S
AT
V
AR
IO
US
FU
EL
S
FA
CI
LIT
IE
S
- D
ES
IG
N
EF
SO
R
EP
AI
RS
TO
H S-
3 ( Hy dr an t S ys tem #3
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
U G
E U
G E
U G
E U
G E
U G
E U
G E
U G
E U
G E
FU
EL
FUEL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FUEL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
W W
TRENCHLESS ENDPOINT
N: 4931191.80 E: 901206.33
TRENCHLESS ENDPOINT
N: 4931247.90
E: 901334.58
HHHHHH
HH
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
TRENCHLESS ENDPOINT @ 4°
STA 0+00.00
EL 495.25
TRENCHLESS ENDPOINT @ 4°
STA 1+40.00
EL 493.24
0+38 EDGE OF PAVEMENT
0+78 EDGE OF PAVEMENT 1+10 DITCH
7.
8.
7.
6.
20.00' TRENCHLESS CROSSING LENGTH = 140.00' 20.00'
6.
OF
AN
D
ER
SE
N A
IR
F
O R
C E
BA
SE
, G U
AM
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
: 1
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
H
D R
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
1/
/2
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
35% DESIGN
NOT…
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