UD_2.4_PACKAGE_1_LSA_DRAWINGS1_AM005_06_APR_18.pdf
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- Construct Critical Infrastructure Federal contract opportunity
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- W912ER-18-R-0004
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US Army Corps of Engineers ®
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X:\REVIT PROJECTS\JORDAN\2017\JR-463243 - MUWAFFAQ-SALTI AIR BASE (MSAB)\PACKAGE 1\JR-463243 - GENERAL PACKAGE 1\JR-463243 - GENERAL PACKAGE 1 AM#5.rvt
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4-
JR-463243 - GENERAL
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
GENERAL
G-000 JR-463243-GI000GN COVER SHEET
G-011 JR-463243-GI011GN 5 AM#5 INDEX OF DRAWINGS
G-012 JR-463243-GI012GN 4 AM#4 INDEX OF DRAWINGS
G-021 JR-463243-GI021GN STANDARD LEGENDS AND SYMBOLOGY
G-031 JR-463243-GI031GN STANDARD ABBREVIATIONS
INDEX OF DRAWINGS
JR-4632431 - SITE DESIGN 1
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
XT-121 JR-463243-1-XT121PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-122 JR-463243-1-XT122PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-123 JR-463243-1-XT123PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-124 JR-463243-1-XT124PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-125 JR-463243-1-XT125PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-126 JR-463243-1-XT126PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-127 JR-463243-1-XT127PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-128 JR-463243-1-XT128PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-501 JR-463243-1-XT501DT MANHOLE DETAILS
XT-502 JR-463243-1-XT502DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-503 JR-463243-1-XT503DT TELECOM MANHOLE DETAILS
XT-504 JR-463243-1-XT504DT TELECOM MANHOLE DETAILS
XT-505 JR-463243-1-XT505DT TELECOM MANHOLE DETAILS
XT-506 JR-463243-1-XT506DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-507 JR-463243-1-XT507DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-508 JR-463243-1-XT508DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-509 JR-463243-1-XT509DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-510 JR-463243-1-XT510DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-511 JR-463243-1-XT511DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-512 JR-463243-1-XT512DT 2 AM#2 TELECOM MANHOLE DETAILS
XT-513 JR-463243-1-XT513DT TELECOM MANHOLE DETAILS
XT-514 JR-463243-1-XT514DT TELECOM MANHOLE DETAILS
XT-515 JR-463243-1-XT515DT TELECOM MANHOLE DETAILS
XT-516 JR-463243-1-XT516DT TELECOM MANHOLE DETAILS
XT-517 JR-463243-1-XT517DT TELECOM MANHOLE DETAILS
XT-518 JR-463243-1-XT518DT TELECOM MANHOLE DETAILS
XT-519 JR-463243-1-XT519DT 5 AM#5 MANHOLE/HANDHOLE CROSS REFERENCE DETAIL
XT-520 JR-463243-1-XT520DT STANDARD TELECOM DETAILS
XT-521 JR-463243-1-XT521DT STANDARD TELECOM DETAILS
XT-522 JR-463243-1-XT522DT STANDARD TELECOM DETAILS
XT-523 JR-463243-1-XT523DT STANDARD TELECOM DETAILS
XT-524 JR-463243-1-XT524DT STANDARD TELECOM DETAILS
XT-525 JR-463243-1-XT525DT STANDARD TELECOM DETAILS
XT-526 JR-463243-1-XT526DT STANDARD TELECOM DETAILS
XT-527 JR-463243-1-XT527DT STANDARD TELECOM DETAILS
XT-528 JR-463243-1-XT528DT STANDARD TELECOM DETAILS
JR-4632431 - SITE DESIGN 1
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
C-422 JR-463243-1-CU422PN SEWER AND WATER PLAN 11
C-424 JR-463243-1-CU424PN 1 AM#1 SEWER AND WATER PLAN 12 - NORTH ECP
C-425 JR-463243-1-CU425PN 1 AM#1 SEWER AND WATER PLAN 13 - SOUTH ECP
C-460 JR-463243-1-CU460PN SEWER AND WATER PLAN 14 SEWAGE LAGOONS AND
EVAPORATION CELLS
C-501 JR-463243-1-CU501DT WATER UTILITIES VALVE BOX
C-502 JR-463243-1-CU502DT DOMESTIC WATER THRUS BLOCKING
C-503 JR-463243-1-CU503DT SANITARY SEWER CONNECTIONS
C-504 JR-463243-1-CU504DT SANITARY SEVER MANHOLE DETAILS
C-505 JR-463243-1-CU505DT FIRE HYDRANT & WATER MAIN CONNECTIONS
C-506 JR-463243-1-CU506DT STORM SEWER YARD DRAINS
C-507 JR-463243-1-CU507DT WATER METER VALVE BOX
C-509 JR-463243-1-CU509DT WATER STORAGE TANKS
C-510 JR-463243-1-CU510DT 2 AM#2 SIDEWALKS & HEADWALL DETAILS
C-511 JR-463243-1-CU511DT SECURITY FENCE
C-512 JR-463243-1-CU512DT SECURITY FENCE GATE
C-513 JR-463243-1-CU513DT BOLLARDS
C-514 JR-463243-1-CU514DT TYPICAL SANITARY LIFT STATION
C-515 JR-463243-1-CU515DT DUMPSTER
C-516 JR-463243-1-CU516DT ROADWAY PAVEMENT MARKING
C-517 JR-463243-1-CU517DT BUS STOP TYPICALS
C-518 JR-463243-1-CU518DT POST INDICATOR VALVE
C-519 JR-463243-1-CU519DT CONCRETE PIPE CULVERTS
C-520 JR-463243-1-CU520DT CONCRETE PIPE END SECTIONS
C-521 JR-463243-1-CU521DT 1 AM#1 SIGNAGE DETAILS
C-522 JR-463243-1-CU522DT LAGOON POND DETAILS
C-523 JR-463243-1-CU523DT FLOATING AERATOR DETAILS
C-531 JR-463243-1-CU531DT 2 AM#2 PUMP HOUSE PLAN AND NOTES -1
C-541 JR-463243-1-CU541DT PUMP HOUSE 2 PLAN AND NOTES
SITE ELECTRICAL
XE-101 JR-463243-1-XE101PN OVERALL ELECTRICAL SITE PLAN
XE-102 JR-463243-1-XE102PN PARTIAL ELECTRICAL SITE PLAN PLAN 1
XE-103 JR-463243-1-XE103PN PARTIAL ELECTRICAL SITE PLAN PLAN 2
XE-104 JR-463243-1-XE104PN PARTIAL ELECTRICAL SITE PLAN PLAN 3
XE-105 JR-463243-1-XE105PN PARTIAL ELECTRICAL SITE PLAN PLAN 4 (LSA SOUTH
ECP)
XE-106 JR-463243-1-XE106PN 2 AM#2 PARTIAL ELECTRICAL SITE PLAN PLAN 5
XE-107 JR-463243-1-XE107PN 2 AM#2 PARTIAL ELECTRICAL SITE PLAN PLAN 6
XE-108 JR-463243-1-XE108PN PARTIAL ELECTRICAL SITE PLAN PLAN 7
XE-109 JR-463243-1-XE109PN PARTIAL ELECTRICAL SITE PLAN PLAN 8
XE-110 JR-463243-1-XE110PN PARTIAL ELECTRICAL SITE PLAN PLAN 9
XE-111 JR-463243-1-XE111PN PARTIAL ELECTRICAL SITE PLAN PLAN 10
XE-112 JR-463243-1-XE112PN PARTIAL ELECTRICAL SITE PLAN PLAN 11
XE-113 JR-463243-1-XE113PN PARTIAL ELECTRICAL SITE PLAN PLAN 12
XE-114 JR-463243-1-XE114PN PARTIAL ELECTRICAL SITE PLAN PLAN 13
XE-115 JR-463243-1-XE115PN PARTIAL ELECTRICAL SITE PLAN PLAN 14 (LSA NORTH
ECP)
XE-116 JR-463243-1-XE116PN PARTIAL ELECTRICAL SITE PLAN PLAN 15 (LSA NORTH
ECP)
XE-117 JR-463243-1-XE117PN PARTIAL ELECTRICAL SITE PLAN PLAN 16 (LSA SOUTH
ECP)
XE-118 JR-463243-1-XE118LS 1 AM#1 ENLARGED PARTIAL ELECTRICAL SITE PLAN PLAN 17
XE-119 JR-463243-1-XE119LS ENLARGED PARTIAL ELECTRICAL SITE PLAN PLAN 18
XE-501 JR-463243-1-XE501DT ELECTRICAL STE DETAILS
XE-502 JR-463243-1-XE502DT ELECTRICAL STE DETAILS
XE-503 JR-463243-1-XE503DI ELECTRICAL SITE DESIGN DETAILS
XE-504 JR-463243-1-XE504DT ELECTRICAL SITE DETAILS
XE-601 JR-463243-1-XE601DI ELECTRICAL SITE ONE LINE DIAGRAM
XE-602 JR-463243-1-XE602SC TRANSFORMER SCHEDULES
XE-603 JR-463243-1-XE603SC 2 AM#2 TRANSFORMER SCHEDULES
XE-604 JR-463243-1-XE604SC 2 AM#2 TRANSFORMER SCHEDULES
XE-605 JR-463243-1-XE605SC TRANSFORMER SCHEDULES
XE-606 JR-463243-1-XE605SC TRANSFORMER SCHEDULES
XE-607 JR-463243-1-XE605SC PANEL SCHEDULES
SITE TELECOMMUNICATIONS
XT-110 JR-463243-1-XT110PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-111 JR-463243-1-XT111PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-112 JR-463243-1-XT112PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-113 JR-463243-1-XT113PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-114 JR-463243-1-XT114PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-115 JR-463243-1-XT115PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-116 JR-463243-1-XT116PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-117 JR-463243-1-XT117PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-118 JR-463243-1-XT118PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-119 JR-463243-1-XT119PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
XT-120 JR-463243-1-XT120PN 5 AM#5 TELECOMMUNICATIONS SITE PLAN
JR-4632431 - SITE DESIGN 1
SHT. REF.
NO. FILE NO
REVISIONS
TITLEREV. NO. AM/COP NO.
GEOTECHNICAL
B-001 JR-463243-1-B-001GN LIFE SUPPORT AREA OVERALL GEOTECHNICAL
INVESTIGATION
B-101 JR-463243-1-B-101PN BORING LOCATION PLAN LIFE SUPPORT AREA
B-102 JR-463243-1-B-102PN BORING LOCATION PLAN RETENTION POND AREA
CIVIL
C-001 JR-463243-1-CS001GN PROJECT VICINITY AND LOCATION PLAN - LSA
C-002 JR-463243-1-CS002GN HAUL ROUTE AND CONTRACTOR LAYDOWN AREA
C-100 JR-463243-1-CD100PN DEMOLITION PLAN 1 OF 2
C-101 JR-463243-1-CD101PN DEMOLITION PLAN 2 OF 2
C-110 JR-463243-1-CS110PN OVERALL SITE PLAN
C-111 JR-463243-1-CS111PN SITE PLAN 1
C-112 JR-463243-1-CS112PN SITE PLAN 2
C-113 JR-463243-1-CS113PN SITE PLAN 3
C-114 JR-463243-1-CS114PN 2 AM#2 SITE PLAN 4
C-115 JR-463243-1-CS115PN SITE PLAN 5
C-116 JR-463243-1-CS116PN SITE PLAN 6
C-117 JR-463243-1-CS117PN SITE PLAN 7
C-118 JR-463243-1-CS118PN 2 AM#2 SITE PLAN 8
C-119 JR-463243-1-CS119PN SITE PLAN 9
C-120 JR-463243-1-CS120PN SITE PLAN 10
C-121 JR-463243-1-CS121PN 2 AM#2 SITE PLAN 11
C-122 JR-463243-1-CS122PN 2 AM#2 SITE PLAN 12
C-123 JR-463243-1-CS123PN SITE PLAN 13
C-124 JR-463243-1-CS124PN 2 AM#2 SITE PLAN 14 - NORTH ECP
C-125 JR-463243-1-CS125PN 2 AM#2 SITE PLAN 15 - SOUTH ECP
C-126 JR-463243-1-CS126PN SIGNING AND MARKING PLAN NORTH ECP
C-127 JR-463243-1-CS127PN SIGNING AND MARKING PLAN SOUTH ECP
C-140 JR-463243-1-CS140PN 2 AM#2 SITE PLAN 16 - WELLS 1 & 2 AND WATER PUMP
HOUSES
C-160 JR-463243-1-CS160PN SITE PLAN 17 SEWAGE LAGOONS AND EVAPORATION
PONDS
C-180 JR-463243-1-CS180PN SITE PLAN 18 COALITION COMPOUND
C-201 JR-463243-1-CG201PN 2 AM#2 PROFILE ALIGNMENT "I" FINISHED PAVING PLAN
ARNOLD AVE.,SPAD STREET AND TWINING AVE.
C-202 JR-463243-1-CG202PN 2 AM#2 PROFILE ALIGNMENT "II" FINISHED PAVING PLAN
ARNOLD AVE.,SPAD STREET AND TWINING AVE.
C-203 JR-463243-1-CG203PN 2 AM#2 PROFILE ALIGNMENT MUSTANG AVE. SOUTH ECP
C-204 JR-463243-1-CG204PN 2 AM#2 PROFILE ALIGNMENT MUSTANG AVE. NORTH ECP
C-205 JR-463243-1-CG205PN 2 AM#2 PROFILE ALIGNMENT "A" - 1 OF 3
C-206 JR-463243-1-CG206PN 2 AM#2 PROFILE ALIGNMENT "A" - 2 OF 3
C-207 JR-463243-1-CG207PN PROFILE ALIGNMENT "A" - 3 OF 3
C-208 JR-463243-1-CG208PN PROFILE ALIGNMENT "B" SABRE AVE.
C-209 JR-463243-1-CG209PN PROFILE ALIGNMENT "C" EAGLE AVE.
C-210 JR-463243-1-CG210PN PROFILE ALIGNMENT "D" STARFIGHTER AVE.
C-211 JR-463243-1-CG211PN PROFILE ALIGNMENT "E" RAPTOR AVE.
C-212 JR-463243-1-CG212PN PROFILE ALIGNMENT "F" WHITE AVE.
C-213 JR-463243-1-CG213PN PROFILE ALIGNMENT "L" FREEDOM CIRCLE
C-214 JR-463243-1-CG214PN PROFILE ALIGNMENT "G" AND "SR"
C-215 JR-463243-1-CG215PR PROFILE ALIGNMENT "WA" ACCESS ROAD TO WWTP
C-301 JR-463243-1-CP301SC PAVEMENT SECTIONS TYPICAL SECTIONS I
C-302 JR-463243-1-CP302SC PAVEMENT SECTIONS TYPICAL SECTIONS II
C-303 JR-463243-1-CP301SC 2 AM#2 PAVEMENT SECTIONS TYPICAL DETAILS INTERIOR
ROADWAYS
C-304 JR-463243-1-CU304SC EVAPORATION POND SECTION
C-410 JR-463243-1-CU410PN OVERALL SEWER AND WATER PLAN
C-412 JR-463243-1-CU412PN SEWER AND WATER PLAN 1
C-413 JR-463243-1-CU413PN SEWER AND WATER PLAN 2
C-414 JR-463243-1-CU414PN SEWER AND WATER PLAN 3
C-415 JR-463243-1-CU415PN SEWER AND WATER PLAN 4
C-416 JR-463243-1-CU416PN SEWER AND WATER PLAN 5
C-417 JR-463243-1-CU417PN SEWER AND WATER PLAN 6
C-418 JR-463243-1-CU418PN SEWER AND WATER PLAN 7
C-419 JR-463243-1-CU419PN SEWER AND WATER PLAN 8
C-420 JR-463243-1-CU420PN SEWER AND WATER PLAN 9
C-421 JR-463243-1-CU421PN SEWER AND WATER PLAN 10
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Veh Ops
Civil Engineer Sq
CE Shop
Fire Stn #1
CEX/Alt UCC
Hvy Equip
Indust. Waste
EOD
CES/Admin
Communications Sq
TCF (~200'x200')
CS/Admin
TCF Admin
NCC
Security Forces Sq (MWD)
Logistic Readiness Sq (Supply)
SFS Ops
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LRS/Admin
Kennel
Kennel
Support
Ambulance Park
HELIPAD & MEDICAL SURGE AREA
Soccer Field
MDG Clinic
MDG Log
PERSCO
P o st O ff ic e
Law Ctr
AFOSI/JA
Delivery Lot
MSGECONS
LRC
Laundry
Library
ADC
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SATCOM
STAGE
BAR
FEMALE
BX
AEW HQ
AAFESStorage
CP & Safety/FM
Chapel
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C-123
C-124
C-125
C-126
C-127
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CMH28
CMH 4
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CHH8C
CHH 8A
CHH9A
CHH17A
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CMH 5
CMH10
CMH17
CMH18
CHH18A
CHH17
CHH18
CMH19
CHH25
CHH25C
CHH25A
CMH20
CMH22 CMH24
CHH24B
CHH24C
CMH25
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CMH33
CMH34
CMH12
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CMH39
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CMH38
CMH21
CMH 36
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CMH31
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85m
68m
92m
98m
109m
111m 110m 111m
111m80m
99m
8m
8m
99m
89m
6m
125m
8m
46m 63m
8m
53m
30m
108m
107m
63m
28m
46m
46m
92m
6m
99m
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9m 8m
91m
15m
68m 71m84m120m
41m
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71m
35m
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18m
26m
18m
56m
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53m
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CMH 2
CHH 8B
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USAF COMM
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NOTE: COORDINATE AND CONNECT A 4-WAY (2X2)
DUCTBANK TO HANDHOLE (CHH) PROVIDED IN THE
MSAB DFAC PROJECT SITE DESIGN.60m
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CMH25
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C-110
MH-1
MH-2
MH-3
MH-10
MH-20
MH-21
MH-22
MH-23 MH-25
MH-17
MH-16
MH-4
MH-5 MH-6
MH-7
MH-8
MH-9
MH-11
MH-13
MH-14
MH-15
MH-18
MH-27
MH-1
MH-2
MH-3
MH-10
MH-19
MH-20
MH-21
MH-22
MH-23
MH-24
MH-25
MH-17
MH-16
MH-12
MH-4
MH-5 MH-6
MH-7
MH-8
MH-9
MH-11
MH-13
MH-14
MH-15
MH-18
MH-26
MH-27
350 mm m m
350 mm m m
350 mm m m m m
350 mm m m
350 mm m m m m m m
250 mm m m
250 mm m m m m m m
200 mm
200 mm
200 mm m m m m
200 mm m m m m m m
200 mm m m m m m m
200 mm 200 mm m m m m
200 mm 200 mm m m
200 mm 200 mm m m
200 mm m m m m
200 mm m m
200 mm
200 mm200 mm m m
Y=3523714:535.5593 X=288531:837.1273
MH-28
MH-29
MH-30
PANEL
CO
NTRO
L
SW
ITCH
DISCO
NNECT
350 mm
W
W
64m
44m 31m
35m64m
89m84m120m
135m
99m
82m
64m
108m
63m46m
28m
92m
53m
135m
44m
46m
46m 46m
9m 8m
6m
97m
64m
83m
79m
108m
80m
99m
99m
63m46m
125m
20m
30m
22m 28m
25m 29m45m
30m
49m
71m
71m
55m
93m73m84m
124m
71m
74m
19m22m
73m
8m
68m
8m8m
8m
108m124m68m
6m
57m122m
33m
123m
109m
38m
45m
41m
35m
35m53m59m
57m
90m
68m
31m
29m
38m
26m
31m
56m
68m
20m
48m
91m
76m
167m
96m
9m
67m
35m
26m
54m
46m
43m
50m
8m
23m
XT-122
XT-118
XT-114
XT-121
XT-117
XT-113 XT-112
XT-116
XT-120
XT-123
XT-119
XT-115
XT-111
XT-124
XT-125
XT-126
XT-127
XT-128
..\JR-463243-1-XT110PN05.dgn
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A T
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F
IL
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GENERAL SHEET NOTES
KEY PLAN
A1
A N
S I
D
SCALE: 1:4000
S
IT
E D
E S
IG
N
L S
A
N
100m0 50
OVERALL TELECOMMUNICATION SITE PLAN - LSA
XT-110
T
W S
T E
P H
E N
S O
N
S D
O E
D E
N
T E
L E
C O
M M
U N
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A T
IO
N S
IT
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L A
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C H
O P
K
IN
S
C H
O P
K
IN
S
SHEET KEYNOTES
TO PACKAGE 2 PROJECT
3X3 STUBBED OUT FOR CONNECTION8
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
IN ORDER TO AVOID SITE LOCATION CONFLICTS.
5. THE CONTRACTOR SHALL COORDINATE WITH ALL UNDERGROUND UTILITIES
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
J O
R D
A N
U D .4 P
A C
K A
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J R -4
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A
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IN
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MISSION PARTNERS INDUSTRIAL AREA
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM DO
RM
DO
RM
DO
RM
VO
LLE
YB
ALL
SAN
D
VO
LLE
YB
ALL
SAN
D
Logistics Readiness Sq (VM)
Veh Mx
Veh Ops
Civil Engineer Sq
CE Shop
Fire Stn #1
CEX/Alt UCC
Hvy Equip
Indust. Waste
EOD
CES/Admin
Communications Sq
TCF (~200'x200')
CS/Admin
TCF Admin
NCC
Security Forces Sq (MWD)
Logistic Readiness Sq (Supply)
SFS Ops
Supply
LRS/Admin
Kennel
Kennel
Support
Ambulance Park
HELIPAD & MEDICAL SURGE AREA
Soccer Field
MDG Clinic
MDG Log
PERSCO
P o st O ff ic e
Law Ctr
AFOSI/JA
Delivery Lot
MSGECONS
LRC
Laundry
Library
ADC
Gnd Term
SATCOM
STAGE
BAR
FEMALE
BX
AEW HQ
AAFESStorage
CP & Safety/FM
Chapel
Relig Ed Ctr
Delivery Lot
Mass Brief Theater
Gym
Pool
San d V olle yba ll
MWR
San d V olle yba ll
Cardio
(BY OTHERS)
VENDOR AREAS
ITN
DO
RM
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
M U
C-5
C-17
C-17
TWY LIMA
XXXX
XXXX
XXXX
X X
X X
X X
X X
S q O p s
R e s c
O p s
IS
R A
M U
T o w e rs
F ig h te r
A M
U
F ig h te r
O p s
A /C P a rt s
E L
P a rt s
E L
Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
.16
POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
XXXX
CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
C-121
C-123
C-124
C-125
C-126
C-127
C-122
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
IT
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D A
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C O
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D B
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D R
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N B
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IS
S
U E D
A T
E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C-110
..\JR-463243-1-XT111PN05.dgn
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A T
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F
IL
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A M
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KEY PLAN
A1
M A
T C
H L
IN
E X
T -1
A N
S I
D
SCALE: 1:500
S
IT
E D
E S
IG
N
L S
A
N
20m0 10
TELECOMMUNICATION SITE PLAN 1 - LSA
XT-111
T
W S
T E
P H
E N
S O
N T
E L E
C O
M M
U N
IC
A T
IO
N S
IT
E P
L A
N
S D
O E
D E
N
C H
O P
K
IN
S
C H
O P
K
IN
S
GENERAL SHEET NOTES
SHEET KEYNOTES
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
J O
R D
A N
U D .4 P
A C
K A
G E
J R -4
-1 -X
T P
N .d g n
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
A M
E N
D M
E N
T
-5 -1
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
M U
C-5
C-17
C-17
TWY LIMA
XXXX
XXXX
XXXX
X X
X X
X X
X X
S q O p s
R e s c
O p s
IS
R A
M U
T o w e rs
F ig h te r
A M
U
F ig h te r
O p s
A /C P a rt s
E L
P a rt s
E L
Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
.16
POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
XXXX
CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
45.72R
45.72R
45.72 R
45.72 R
C-121
C-123
C-124
C-125
C-126
C-127
C-122
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
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M A
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S
IZ
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S
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C-110
CMH1
15m
68m 71m84m
CHH20D
CMH 2
7m7m
MH-18MH-18
MH-26
m m m m
200 mm 200 mm
CO
S
S
CO
CMH14CMH15 CMH 3
..\JR-463243-1-XT112PN05.dgn
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GENERAL SHEET NOTES
KEY PLAN
A1
MATCHLINE XT-116
M A
T C
H L
IN
E X
T -1
M A
T C
H L
IN
E X
T -1
A N
S I
D
SCALE: 1:500
S
IT
E D
E S
IG
N
L S
A
N
20m0 10
TELECOMMUNICATION SITE PLAN 2 - LSA
T
W S
T E
P H
E N
S O
N
XT-112
T E
L E
C O
M M
U N
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A T
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N S
IT
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L A
N
S D
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D E
N
C H
O P
K
IN
S
C H
O P
K
IN
S
2 2 2
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
J O
R D
A N
U D .4 P
A C
K A
G E
J R -4
-1 -X
T P
N .d g n
-5 -1
A
M E
N D
M E
N T
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
M U
C-5
C-17
C-17
TWY LIMA
XXXX
XXXX
XXXX
X X
X X
X X
X X
S q O p s
R e s c
O p s
IS
R A
M U
T o w e rs
F ig h te r
A M
U
F ig h te r
O p s
A /C P a rt s
E L
P a rt s
E L
Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
.16
POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
XXXX
CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
C-121
C-123
C-124
C-125
C-126
C-127
C-122
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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S U
B M
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D B
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D A
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C O
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D B
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A W
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C-110
CMH17
120m
49m
93m
56m
73m
CHH20D
MH-17
MH-11
MH-15
MH-17
MH-11
MH-15350 mm
350 mm m m
200 mm m m m m
200 mm 200 mm
CO CO CO
CO
S
S S
CMH16
CMH25
CMH26
MH-17
MH-11
MH-15
MH-17
MH-11
MH-15350 mm
350 mm m m
200 mm m m m m
200 mm 200 mm
CO CO CO
CO
S
S S
SESESE
..\02 Engineering\CAD Drawings\Site Designs\Site Design 1 - Pkg 1\Telecommunications\JR-463243-1-XT113PN05.dgn
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D L E E
A S
T D
IS
T R
IC
T
P L
O T D
A T
E
F
IL
E N
A M
E
KEY PLAN
A1
MATCHLINE XT-117
M A
T C
H L
IN
E X
T -1
M A
T C
H L
IN
E X
T -1
A N
S I
D
SCALE: 1:500
S
IT
E D
E S
IG
N
L S
A
N
20m0 10
ELECTRICAL SITE PLAN 3 - LSA
T
W S
T E
P H
E N
S O
N
XT-113
T E
L E
C O
M M
U N
IC
A T
IO
N S
IT
E P
L A
N
S D
O E
D E
N
C H
O P
K
IN
S
C H
O P
K
IN
S
2 2
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
J O
R D
A N
U D .4 P
A C
K A
G E
J R -4
-1 -X
T P
N .d g n
4 3
A
M E
N D
M E
N T
-2
-1
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
A
M E
N D
M E
N T
-5
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
MISSION PARTNERS INDUSTRIAL AREA
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM DO
RM
DO
RM
DO
RM
VO
LLE
YB
ALL
SAN
D
VO
LLE
YB
ALL
SAN
D
Logistics Readiness Sq (VM)
Veh Mx
Veh Ops
Civil Engineer Sq
CE Shop
Fire Stn #1
CEX/Alt UCC
Hvy Equip
Indust. Waste
EOD
CES/Admin
Communications Sq
TCF (~200'x200')
CS/Admin
TCF Admin
NCC
Security Forces Sq (MWD)
Logistic Readiness Sq (Supply)
SFS Ops
Supply
LRS/Admin
Kennel
Kennel
Support
Ambulance Park
HELIPAD & MEDICAL SURGE AREA
Soccer Field
MDG Clinic
MDG Log
PERSCO
P o st O ff ic e
Law Ctr
AFOSI/JA
Delivery Lot
MSGECONS
LRC
Laundry
Library
ADC
Gnd Term
SATCOM
STAGE
BAR
FEMALE
BX
AEW HQ
AAFESStorage
CP & Safety/FM
Chapel
Relig Ed Ctr
Delivery Lot
Mass Brief Theater
Gym
Pool
San d V olle yba ll
MWR
San d V olle yba ll
Cardio
(BY OTHERS)
VENDOR AREAS
ITN
DO
RM
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
M U
C-5
C-17
C-17
TWY LIMA
XXXX
XXXX
XXXX
X X
X X
X X
X X
S q O p s
R e s c
O p s
IS
R A
M U
T o w e rs
F ig h te r
A M
U
F ig h te r
O p s
A /C P a rt s
E L
P a rt s
E L
Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
.16
POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
XXXX
CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
C-121
C-123
C-124
C-125
C-126
C-127
C-122
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C-110
CMH27
CMH28
84m
53m
121m
71m
M V
S E
S E
..\JR-463243-1-XT114PN05.dgn
-1
C H
E S
T E
R
V A
-1
P .O
B O
X
M
ID
D L E E
A S
T D
IS
T R
IC
T
P L
O T D
A T
E
F
IL
E N
A M
E
KEY PLAN
A1
MATCHLINE XT-125
M A
T C
H L
IN
E C -1
M A
T C
H L
IN
E X
T -1
A N
S I
D
SCALE: 1:500
S
IT
E D
E S
IG
N
L S
A
N
20m0 10
MATCHLINE C-125
TELECOMMUNICATION SITE PLAN 4 - LSA
T
W S
T E
P H
E N
S O
N
XT-114
T E
L E
C O
M M
U N
IC
A T
IO
N S
IT
E P
L A
N
S D
O E
D E
N
C H
O P
K
IN
S
C H
O P
K
IN
S
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
J O
R D
A N
U D .4 P
A C
K A
G E
J R -4
-1 -X
T P
N .d g n
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
-5 -1
A
M E
N D
M E
N T
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
MISSION PARTNERS INDUSTRIAL AREA
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM DO
RM
DO
RM
DO
RM
VO
LLE
YB
ALL
SAN
D
VO
LLE
YB
ALL
SAN
D
Logistics Readiness Sq (VM)
Veh Mx
Veh Ops
Civil Engineer Sq
CE Shop
Fire Stn #1
CEX/Alt UCC
Hvy Equip
Indust. Waste
EOD
CES/Admin
Communications Sq
TCF (~200'x200')
CS/Admin
TCF Admin
NCC
Security Forces Sq (MWD)
Logistic Readiness Sq (Supply)
SFS Ops
Supply
LRS/Admin
Kennel
Kennel
Support
Ambulance Park
HELIPAD & MEDICAL SURGE AREA
Soccer Field
MDG Clinic
MDG Log
PERSCO
P o st O ff ic e
Law Ctr
AFOSI/JA
Delivery Lot
MSGECONS
LRC
Laundry
Library
ADC
Gnd Term
SATCOM
STAGE
BAR
FEMALE
BX
AEW HQ
AAFESStorage
CP & Safety/FM
Chapel
Relig Ed Ctr
Delivery Lot
Mass Brief Theater
Gym
Pool
San d V olle yba ll
MWR
San d V olle yba ll
Cardio
(BY OTHERS)
VENDOR AREAS
ITN
DO
RM
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
M U
C-5
C-17
C-17
TWY LIMA
XXXX
XXXX
XXXX
X X
X X
X X
X X
S q O p s
R e s c
O p s
IS
R A
M U
T o w e rs
F ig h te r
A M
U
F ig h te r
O p s
A /C P a rt s
E L
P a rt s
E L
Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
.16
POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
XXXX
CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
C-121
C-123
C-124
C-125
C-126
C-127
C-122
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C-110
43m
P A
N E
L
C O
N T
R O
L
S W I T
C H
D
C O
N N
E C
T
SE HH-2
..\JR-463243-1-XT115PN05.dgn
-1
C H
E S
T E
R
V A
-1
P .O
B O
X
M
ID
D L E E
A S
T D
IS
T R
IC
T
P L
O T D
A T
E
F
IL
E N
A M
E
KEY PLAN
A1
MATCHLINE XT-119
MATCHLINE XT-111
M A
T C
H L
IN
E X
T -1
A N
S I
D
SCALE: 1:500
S
IT
E D
E S
IG
N
L S
A
N
20m0 10
TELECOMMUNICATION SITE PLAN 5 - LSA
T
W S
T E
P H
E N
S O
N
XT-115
T E
L E
C O
M M
U N
IC
A T
IO
N S
IT
E P
L A
N
S D
O E
D E
N
C H
O P
K
IN
S
C H
O P
K
IN
S
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
CONTROL PANEL
LIFT STATION
J O
R D
A N
U D .4 P
A C
K A
G E
J R -4
-1 -X
T P
N .d g n
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
A
M E
N D
M E
N T
-5
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
MISSION PARTNERS INDUSTRIAL AREA
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM DO
RM
DO
RM
DO
RM
VO
LLE
YB
ALL
SAN
D
VO
LLE
YB
ALL
SAN
D
Logistics Readiness Sq (VM)
Veh Mx
Veh Ops
Civil Engineer Sq
CE Shop
Fire Stn #1
CEX/Alt UCC
Hvy Equip
Indust. Waste
EOD
CES/Admin
Communications Sq
TCF (~200'x200')
CS/Admin
TCF Admin
NCC
Security Forces Sq (MWD)
Logistic Readiness Sq (Supply)
SFS Ops
Supply
LRS/Admin
Kennel
Kennel
Support
Ambulance Park
HELIPAD & MEDICAL SURGE AREA
Soccer Field
MDG Clinic
MDG Log
PERSCO
P o st O ff ic e
Law Ctr
AFOSI/JA
Delivery Lot
MSGECONS
LRC
Laundry
Library
ADC
Gnd Term
SATCOM
STAGE
BAR
FEMALE
BX
AEW HQ
AAFESStorage
CP & Safety/FM
Chapel
Relig Ed Ctr
Delivery Lot
Mass Brief Theater
Gym
Pool
San d V olle yba ll
MWR
San d V olle yba ll
Cardio
(BY OTHERS)
VENDOR AREAS
ITN
DO
RM
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
M U
C-5
C-17
C-17
TWY LIMA
XXXX
XXXX
XXXX
X X
X X
X X
X X
S q O p s
R e s c
O p s
IS
R A
M U
T o w e rs
F ig h te r
A M
U
F ig h te r
O p s
A /C P a rt s
E L
P a rt s
E L
Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
.16
POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
XXXX
CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
C-121
C-123
C-124
C-125
C-126
C-127
C-122
D O
R M
D O
R M
D O
R M
D O
R M
Laundry
D O
R M
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C-110
CMH 4
CHH8D
CHH8C
CHH 8A
CHH9A
CHH17A
CHH7A CHH7C
CMH 5
CMH10
125m
8m
46m 63m
8m
53m
30m
108m
107m
63m
28m
46m
46m
92m
6m
99m
99m
9m 8m
91m
8m 8m
43m
CHH 8B
m m
200 mm 200 mm m m
200 mm m m m m
200 mm
CMH 9
CMH 8
CMH 7
CMH 6
S E
SE
SE
..\JR-463243-1-XT116PN05.dgn
-1
C H
E S
T E
R
V A
-1
P .O
B O
X
M
ID
D L E E
A S
T D
IS
T R
IC
T
P L
O T D
A T
E
F
IL
E N
A M
E
KEY PLAN
A1
MATCHLINE XT-120
MATCHLINE XT-112
M A
T C
H L
IN
E X
T -1
M A
T C
H L
IN
E X
T -1
A N
S I
D
SCALE: 1:500
S
IT
E D
E S
IG
N
L S
A
N
20m0 10
TELECOMMUNICATION SITE PLAN 6 - LSA
T
W S
T E
P H
E N
S O
N
XT-116
T E
L E
C O
M M
U N
IC
A T
IO
N S
IT
E P
L A
N
S D
O E
D E
N
C H
O P
K
IN
S
C H
O P
K
IN
S
4 3
4 4
5 5
5 5
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
J O
R D
A N
U D .4 P
A C
K A
G E
J R -4
-1 -X
T P
N .d g n
2 22
-2
-1
A
M E
N D
M E
N T
2 2
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
A
M E
N D
M E
N T
-5
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
PA
RK
IN
G
LO
T
MISSION PARTNERS INDUSTRIAL AREA
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM DO
RM
DO
RM
DO
RM
VO
LLE
YB
ALL
SAN
D
VO
LLE
YB
ALL
SAN
D
Logistics Readiness Sq (VM)
Veh Mx
Veh Ops
Civil Engineer Sq
CE Shop
Fire Stn #1
CEX/Alt UCC
Hvy Equip
Indust. Waste
EOD
CES/Admin
Communications Sq
TCF (~200'x200')
CS/Admin
TCF Admin
NCC
Security Forces Sq (MWD)
Logistic Readiness Sq (Supply)
SFS Ops
Supply
LRS/Admin
Kennel
Kennel
Support
Ambulance Park
HELIPAD & MEDICAL SURGE AREA
Soccer Field
MDG Clinic
MDG Log
PERSCO
P o st O ff ic e
Law Ctr
AFOSI/JA
Delivery Lot
MSGECONS
LRC
Laundry
Library
ADC
Gnd Term
SATCOM
STAGE
BAR
FEMALE
BX
AEW HQ
AAFESStorage
CP & Safety/FM
Chapel
Relig Ed Ctr
Delivery Lot
Mass Brief Theater
Gym
Pool
San d V olle yba ll
MWR
San d V olle yba ll
Cardio
(BY OTHERS)
VENDOR AREAS
ITN
DO
RM
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
M U
C-5
C-17
C-17
TWY LIMA
XXXX
XXXX
XXXX
X X
X X
X X
X X
S q O p s
R e s c
O p s
IS
R A
M U
T o w e rs
F ig h te r
A M
U
F ig h te r
O p s
A /C P a rt s
E L
P a rt s
E L
Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
.16
POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
XXXX
CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
C-121
C-123
C-124
C-125
C-126
C-127
C-122
TANK 2
GEN
X F
M R
TANK 2
G I
FW
F P
WT1
P A
C U
M
A U
V
CO
CO
GEN
X F
M R
WT2
TANK 2
TANK 2
WT3
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C-110
CHH17A
CMH17
CMH18
CHH18A
CHH17
CHH18
CMH19
CHH25
CHH25C
CHH25A
CMH20
CMH22 CMH24
CHH24B
CHH24C
CMH25
m
41m
49m
30m
71m
35m
71m
120m
18m
26m
18m
120m
57m
59m
53m
35m
63m
90m
44m
9m
49m
CHH23 53m
CHH24A
CHH25B
m m
200 mm m m
200 mm m m m m m m
200 mm m m
200 mm200 mm m m
M V
HV MV MV MV
M V
M V
MV
M V
M V
M V
MV
S E
S E
S E
S E
SE
SE
S E
S E
S E
S E
S E
S E
SE S
E
S E
SE
S E
SE SE SE
SE
S E
SE
SE
S E
SE
SE
S E
S E
SE SE
S E
S E
SE
SE
SE
S E
S E
S E
S E
SE
S E
S E
EE
..\JR-463243-1-XT117PN05.dgn
-1
C H
E S
T E
R
V A
-1
P .O
B O
X
M
ID
D L E E
A S
T D
IS
T R
IC
T
P L
O T D
A T
E
F
IL
E N
A M
E
KEY PLAN
A1
MATCHLINE XT-121
MATCHLINE XT-113
M A
T C
H L
IN
E X
T -1
M A
T C
H L
IN
E X
T -1
A N
S I
D
SCALE: 1:500
S
IT
E D
E S
IG
N
L S
A
N
20m0 10
TELECOMMUNICATION SITE PLAN 7 - LSA
T
W S
T E
P H
E N
S O
N
XT-117
T E
L E
C O
M M
U N
IC
A T
IO
N S
IT
E P
L A
N
S D
O E
D E
N
C H
O P
K
IN
S
C H
O P
K
IN
S
4 4
4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
J O
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SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
A M
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D M
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MISSION PARTNERS INDUSTRIAL AREA
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM
DO
RM DO
RM
DO
RM
DO
RM
VO
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ALL
SAN
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Logistics Readiness Sq (VM)
Veh Mx
Veh Ops
Civil Engineer Sq
CE Shop
Fire Stn #1
CEX/Alt UCC
Hvy Equip
Indust. Waste
EOD
CES/Admin
Communications Sq
TCF (~200'x200')
CS/Admin
TCF Admin
NCC
Security Forces Sq (MWD)
Logistic Readiness Sq (Supply)
SFS Ops
Supply
LRS/Admin
Kennel
Kennel
Support
Ambulance Park
HELIPAD & MEDICAL SURGE AREA
Soccer Field
MDG Clinic
MDG Log
PERSCO
P o st O ff ic e
Law Ctr
AFOSI/JA
Delivery Lot
MSGECONS
LRC
Laundry
Library
ADC
Gnd Term
SATCOM
STAGE
BAR
FEMALE
BX
AEW HQ
AAFESStorage
CP & Safety/FM
Chapel
Relig Ed Ctr
Delivery Lot
Mass Brief Theater
Gym
Pool
San d V olle yba ll
MWR
San d V olle yba ll
Cardio
(BY OTHERS)
VENDOR AREAS
ITN
DO
RM
200K Gal Fuel Bladder
200K Gal
Fuel Bladder
POL Bladders
Fuel Lab
Fuel Bladder(Spare)
Fuel Bladder 200K Gal(Spare)
200K Gal
F re ig h t T e rm in a l
P A
X T e rm in a l
Parking Lot
Crash Fire
Rescue
OPS/TA
5-Bay Sunshade
E C
P
R e s c u e A
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C-5
C-17
C-17
TWY LIMA
XXXX
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X X
X X
S q O p s
R e s c
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IS
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T o w e rs
F ig h te r
A M
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F ig h te r
O p s
A /C P a rt s
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P a rt s
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Petroleum
Veh Mx Refueler
Station Fuel
I 1+000.00
POB
CM 1+000.00
POB
CM
1+2
12.4
POE
F 1+ 000.
POB
F 4+
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POE
C 1+000.00POB
C 1+121.90POE
XXXX
XXXX
XXXX
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CV-22
CV-22
CV-22
CV-22
C-130J-30
C-130J-30
C-130J-30
ITN
STA. 2+99
PI
0+2 98.
X X
X X
X X
X X
C-121
C-123
C-124
C-125
C-126
C-127
C-122
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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C-110
CMH33
125m
119m
USAF COMM
MANHOLE #1
(EXISTING)
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KEY PLAN
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MATCHLINE XT-122
MATCHLINE XT-114
M A
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IN
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S I
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SCALE: 1:500
S
IT
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IG
N
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A
N
20m0 10
TELECOMMUNICATION SITE PLAN 8 - LSA
T
W S
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P H
E N
S O
N
XT-118
T E
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IC
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IT
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4. UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
3. DISTANCES BETWEEN CMH/CHH ARE APPROXIMATE AND ARE CENTER-TO-CENTER.
WITH A MINIMUM 1.2m HEIGHT.
2. ALL COMMUNICATION HANDHOLES (CHH) SHALL BE 1.2m LENGTH, 1.2m WIDTH, SHALL BE 3.66m LENGTH, 1.83m WIDTH, 2.13 HEIGHT.
2.13m HEIGHT EXCEPT FOR THE ITN FEEDER MANHOLES CMH-1 AND CMH-2 THAT
1. ALL COMMUNICATIONS MANHOLES (CMH) SHALL BE 2.44m LEGNTH, 1.83m WIDTH
J O
R D
A N
U D .4 P
A C
K A
G E
J R -4
-1 -X
T P
N .d g n
SINGLE 114mm OD PVC CONDUIT7
CONCRETE ENCASED DUCTS.6
2x1 DUCT BANK, REFER TO XT-5255
2x2 DUCT BANK, REFER TO XT-5254
2x3 DUCT BANK, REFER TO XT-5263
3x3 DUCT BANK, REFER TO XT-5262
4x3 DUCT BANK, REFER TO XT-5271
MORE DETAILS ON SHEET XT-516.
COMMUNICATIONS DUCT BANKS.
TO CONNECT (TIE INTO) TO MSAB
MANHOLE SHALL BE CORE-DRILLED
EXISTING USAF COMMUNICATION8
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File details come from the government source that posted it.