Appendix_J_-_ATFP_Flightline_Securitypdf.pdf
PDF 6 MB Posted
- Attached to
- KC 46A Two Bay General Purpose MX Hangar Federal contract opportunity
- Solicitation number
- W912DS-19-R-0001
About this file
Appendix J
View the file
Other files for this federal contract opportunity
Show all 39
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C O
VE
R
S H
EE
T
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 1_
G en
\A
FL
S_ G
-0
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 1_
G en
\A
FL
S_ G
-0
.d w g
8/ 7/
AF
LS
_G -0
.d w g
G-001
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
J.
L
O C
K
M . S
O U
TH
M . M
AY
ER
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
US Army Corps of Engineers
New York District
FOR OFFICIAL USE ONLY
SOLICITATION NO.: W912DS-18-B-0025
ISSUE DATE: AUGUST 7TH, 2018
ATFP AIRFIELD FLIGHTLINE SECURITY ENHANCEMENT
JB McGUIRE/DIX /LAKEHURST, NEW JERSEY
RTA SUBMITTAL
SHEET LIST
SHEET NUMBER SHEET TITLE
GENERAL
G-001 COVER SHEET
G-200 LOCATION MAP
CIVIL
CS101 OVERALL LAYOUT PLAN
CS110 ENLARGED LAYOUT PLAN
CS111 ENLARGED LAYOUT PLAN
CS112 ENLARGED LAYOUT PLAN
CS113 ENLARGED LAYOUT PLAN
CS114 ENLARGED LAYOUT PLAN
CS115 ENLARGED LAYOUT PLAN
CS116 ENLARGED LAYOUT PLAN
CS117 ENLARGED LAYOUT PLAN
CS118 ENLARGED LAYOUT PLAN
CS119 ENLARGED LAYOUT PLAN
CS120 ENLARGED LAYOUT PLAN
CS501 PAVEMENT DETAILS
CS511 FENCE DETAILS
CS512 FENCE DETAILS
ELECTRICAL
ES001 SITE ELECTRICAL LEGEND, GENERAL NOTES, AND ABBREVIATIONS
ES100 SITE ELECTRICAL OVERALL LAYOUT PLAN
ES101 PARTIAL SITE PLAN - POWER AND SYSTEMS
ES102 PARTIAL SITE PLAN - POWER AND SYSTEMS
ES103 PARTIAL SITE PLAN - POWER AND SYSTEMS
ES104 PARTIAL SITE PLAN - POWER AND SYSTEMS
ES105 PARTIAL SITE PLAN - POWER AND SYSTEMS
ES410 ENLARGED PLAN - GATE AV-1
ES411 ENLARGED PLAN - GATES AP-1 & AV-2
ES412 ENLARGED PLAN - GATE AV-3
ES413 ENLARGED PLAN - GATES AP-2 & AP-3
ES414 ENLARGED PLAN - GATE AP-4
ES415 ENLARGED PLAN - GATES AP-5 & AV-4
ES416 ENLARGED PLAN - GATES AP-6 & AV-5
ES417 ENLARGED PLAN - GATE AV-6
ES418 ENLARGED PLAN - GATE AV-7
ES419 ENLARGED PLAN - GATES AP-7 & AV-8
ES420 ENLARGED PLAN - GATE AV-9
ES501 SITE ELECTRICAL DETAILS
ES502 SITE ELECTRICAL DETAILS
ES503 SITE ELECTRICAL DETAILS
ES504 SITE ELECTRICAL DETAILS
EP601 SITE POWER ONE-LINE DIAGRAMS
EP602 ELECTRICAL DIAGRAM AND SCHEMATICS
EP701 PANEL SCHEDULES
EP702 PANEL SCHEDULES
EP703 PANEL SCHEDULES
EP704 PANEL SCHEDULES
Partia l Plans fo r P roject C oordination
1.
2.
3.
4.
SECURITY AND ACCESS NOTES
5.
6.
7.
SCALE:
VICINITY MAP
NOT TO SCALE
NEW JERSEY STATE MAP
NN
SCALE:
LOCATION MAP
NOT TO SCALE
PROJECT
LOCATION
NORMAL WORKING HOURS ARE 7:00 AM TO 4:00 PM
MONDAY THROUGH FRIDAY. EXCEPT FEDERAL HOLIDAYS.
WORK OUTSIDE OF NORMAL HOURS MUST BE APPROVED IN
ADVANCE BY THE CORPS RESIDENT ENGINEER OFFICE.
ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL
WORKING AT JOINT BASE McGUIRE-DIX-LAKEHURST REQUIRE
VALID IDENTIFICATION (PASSPORT, DRIVERS LICENSE, SOCIAL
SECURITY CARD, ETC). ILLEGAL CONTRACTOR PERSONNEL WILL
BE REPORTED TO IMMIGRATION AUTHORITIES IN ADVANCE.
CONTACT THE CENTRAL NEW JERSEY RESIDENT ENGINEER
OFFICE AT (609) 562-2853 FOR PERMISSION.
ALL DRIVERS ON JOINT BASE McGUIRE-DIX-LAKEHURST
WILL REQUIRE IN THEIR POSSESSION A VALID DRIVER'S
LICENSE. THIS INCLUDES DRIVERS MAKING DELIVERIES
ON JOINT BASE McGUIRE-DIX-LAKEHURST. DRIVERS MAKING
DELIVERIES MUST HAVE A VALID POINT OF CONTACT ON
JOINT BASE McGUIRE-DIX-LAKEHURST, AN ADDRESS/LOCATION
FOR THE DELIVERY, AND A POST PHONE NUMBER FOR THE JOINT
BASE McGUIRE-DIX-LAKEHURST CONTACT, NO CELL PHONE
NUMBERS.
ALL CONTRACTOR VEHICLES AND DELIVERY VEHICLES MUST
HAVE A CURRENT ORIGINAL VEHICLE REGISTRATION AND
PROOF OF INSURANCE. ALL VEHICLES MUST BE ABLE TO
PASS ROADSIDE INSPECTIONS, LOAD SAFETY INSPECTIONS,
ETC.
TRENTON
NO KNIVES, GUNS, WEAPONS, EXPLOSIVES, DRUGS, ALCOHOL
ARE ALLOWED TO BE TRANSPORTED ONTO JOINT BASE
McGUIRE-DIX-LAKEHURST.
SHOULD THE SECURITY THREAT CONDITION BE RAISED TO
THREATCON DELTA, THE BASE WILL BE CLOSED TO OUTSIDE
TRAFFIC UNLESS IN DIRECT SUPPORT OF TROOPS AND
MISSION. IF THE THREAT CONDITION IS RAISED TO THREATCON
CHARLIE, CONTRACTORS SHOULD EXPECT A 2 HOUR DELAY IN
GETTING ON THE BASE.
CONTRACTOR STAGING/STORAGE:
THE CONTRACTOR WILL HAVE ACCESS TO AN AREA
APPROXIMATELY 40'x90' FOR STAGING, STORAGE, TRAILERS AND PARKING. THE AREA WILL BE IDENTIFIED
BY THE CONTRACTING OFFICER.
JOINT BASE
McGUIRE-DIX-LAKEHURST
NEW JERSEY
PROJECT LOCATION
BURLINGTON
COUNTY
FORT D
IX R
D.
N
EW
J
ER
SE
Y
AV
E
LO
C
AT
IO
N M
AP
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 1_
G en
\G -2
P
R O
JE
C
T
LO
C
AT
IO
N
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 1_
G en
\G -2
P
R O
JE
C
T
LO
C
AT
IO
N
.d w g
8/ 7/
G -2
P
R O
JE
C
T
LO
C
AT
IO
N
.d w g
G-200
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
J.
L
O C
K
M . S
O U
TH
M . M
AY
ER
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
APPROXIMATE STAGING AREA
Partia l Plans fo r P
McG
UIR
E A.F.B.
BOILER
PLANT
5506 5513
TO JACKS
B
C
TU
R
N
TA
BL
E
HA
ZE
RD
O
US 2
D
X
E
BROIDY
ROAD
LANCASTER
GATE N
O. 4
SECONDARY
GLID
ESLO
PE
PH
A
F
X
V
EAST T
HIR
D
BE
SECOND ST.
R O
M
EO
R O
W
H
H
ARMIN
G, H
OT BRAKE
PA
RA
DE
G
RO
UN
D
M cG
UI
RE
B O
UL
EV
AR
D
VA
N
D
EN
BE
R
G
SWITCHING
SECONDARY
P P
F O R
T
BX
COMMISSARY
BUILD
IN
G 18
AL
TE
R N
AT
E
- P R
IM
AR
Y N
/S R
U N
W
AY
4' X
2°
'4 8"
°4
2'
M O
BI
LE
PA
D
C O
N
TR
O L
8:
2:1
PRIM
ARY -
IN
STRUMENT
N E/ S
W R
UNWAY
RUN
,00
0' X 20
0'
5°
' 3
1"
- 4
5°
' 3 1"
PADCHECK
POWER
PRIM
ARY
N E/ S
W
TAXIW
AY
G C
A
AREATNG PIT
FIR
E FTG
CA
RG
O
PA
RK
IN
G
SPOT
PRIMARY
STABILI
TY S
HOULD
ERS
2:
C-5/747
8:1
TAXIWAY S 8171' X 150' 288° 39' 42" - 108° 39' 42"
D I X
MEY
ER
A
VE
NUE
DI
XO
N
ST
RE
ET
C O
M
PA
SS
R
O W
AVENUE
BE
LM
AR
SH
A
VE
DRIVAS AVENUE
ST
REE
T
NEE
LY
R
OAD
McGUIRE ROAD
NEELY ROAD
McD
ONAL
D
BL
OCK
ENTRANCE
EA
ST
A
RN
LD
A
VE
EL.
4.5 0'
R/W
END
tan k se t.
TWR
PAD
CONTROL
MOBILE
BUILD
IN
G 18
BUILD
IN
G 18
POLK
IN
G
BRIDGE
SHEPPARD
BUILD
IN
G 18
GLE
NN
"C
WELL
G O
L F
SERVIC
"D
ROAD
ROAD
'2
R G
H
EAST FOURTH S
T.1903
EE
T
ST
R
LIN
D
S.
'23
'2
'25
MITCHELL ROAD
'30
'2
TUSKEGEE AIRMEN AVE.
BUILD
IN
G 18
EN
G
IN
EE
R
DR
IV
E
SO
UT
H
FIR
E TRAIN
IN
G
FACILI
TY
HOLD
IN
G POND
w/ H
DPE LI
NER
CHAPEL 1
ANT
CONT
TWR
AND H
YDRAZIN
E
AREA
KORN
FIEBEL
CH
AR
LE
S
TWRRADAR
AV
EN
U E
AV
EN
U E
WRIGHTSTOWN - COOKSTOWN ROAD
P-38
STATION
W
AR
EH
O
U
SE
R O
AD
FRITCHE AVE.
BE
LM
AR
SH
A
VE
W
ES
T
AR
N
FL
AG
AVE.
TUSKEGEE
AIRMEN
BU
ILD
IN
G
FLAG
CHARLES BLVD
THUN
BL
VD
DER
RD.
RD.
ENTRANCE
GATE N
O. 1
(In ac tiv e)
LA
N
G
LO
IS
A
VE
3329(UG)
3328(UG)
W O
N N
AC
O
TT AVE.
BU
ILD
IN
G
F-4
BU
ILD
IN
G
W O
N N
AC
O
TT AVE.
W O
N N
AC
O
TT AVE.
MANOR R
OAD
MANOR R
OAD
BU
ILD
IN
G
P
F
AIRCRAFT PARKING APRON C-141/KC-10
PAX TERM
J
ALT SPOT
K
BLEACHERS
BO
U
LE
VA
R D
G H
I J
K
L
M
N
H
J
L
L
N
M
P
BA
SE
WEST ARNOLD
STA
FIRE
BUILDING 1712
BUILDING 1731
BUILDING 1706
FT TERM
TW
R
BUILDING 1750
BU
IL
DI
NG
AVENUE
ZONE
R/W
END
W H
IT
E
ST
R
EE
T
BU
ILD
IN
G
C5 / 747
C/D 1.3
1000 LB
BUILDING 2201
BU
ILD
IN
G
22-4
BUILDING 2251
BUILDING 1757
BU
ILD
IN
G
CLEAR
WEST THIRD STREET
BUILDING 1823
HA
NG
AR
R
O
AD
BUILDING 1801
BU
IL
D
IN
G
RD
GOLF
COURSE
THIRD
EAST ARNOLD AVENUE
FI
RE
LA
NE
TRANS
O
PS
SOUTH
RUN
M cG
U
IR
E
85186
EAST
STREET
RANGEDRIVING
GOLF
B S
11 R O
AD
GRISSOM ROAD
JOGGING TRAIL
CHAFFEE AVENUE
BUILDING 1706
M cG
UI
RE
B
LV
D
VANDENBERGE AVENUE
VANDENBERG
E AVENUE
GRISSOM ROAD
TEXAS AVE.
BUILDING 2202
BU
ILD
IN
G
BUILDING22-6
BUILDING2226
BUILDING2253
BUILDING1701
BLDG1740
BU
ILD
IN
G
BU
ILD
IN
G
BLDG1719
BUILDING 2215
GRISSOM ROAD
BU
IL
DI
NG
SHEPPARD BRID
GE R
OAD
X
O
VE
R
AL
L
LA
YO
U
T
PL
AN
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S1
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S1
.d w g
8/ 7/
AF
LS
_C S1
.d w g
CS101
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
J.
L
O C
K
M . S
O U
TH
M . M
AY
ER
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
500' 250' 0 500' 1000' 1500'
GRAPHIC SCALE: 1" = 500'
N
CS110
CS111
CS112
CS113
CS114
CS115
CS116
CS117
CS11
CS11
CS120
GENERAL NOTES
1. DRAWINGS UTILIZE EXISTING BASE MAPPING PROVIDED
BY JB MDL. CONTRACTOR TO VERIFY, INCLUDING
LOCATIONS OF UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION.
Partia l Plans fo r P
EN
R G
ED
L
AY
O
U T
PL
AN
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S1
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S1
.d w g
8/ 7/
AF
LS
_C S1
.d w g
CS117
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
J.
L
O C
K
M . S
O U
TH
M . M
AY
ER
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
KEYMAP
N
SHEET NOTES
1 PROVIDE NEW MOTORS AND CONTROLS FOR EXISTING
28' DOUBLE SWING GATE. REFER TO DETAIL 1, SHEET
CS512.
AV-6
GENERAL NOTES
1. DRAWINGS UTILIZE EXISTING BASE MAPPING PROVIDED
BY JB MDL. CONTRACTOR TO VERIFY, INCLUDING
LOCATIONS OF UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION.
LEGEND
EXISTING FENCE
NEW CARD READER
WITH BOLLARDS
EXISTING PAVEMENT
X
Partia l Plans fo r P
R G
ED
L
AY
O
U T
PL
AN
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S1
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S1
.d w g
8/ 7/
AF
LS
_C S1
.d w g
CS118
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
X.
X
XX
XX
X
X.
X
XX
XX
X
X.
X
XX
XX
X
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
KEYMAP
N
SHEET NOTES
1 PROVIDE NEW SLIDING GATE MOTOR AND CONTROLS
ONTO EXISTING GATE. REFER TO DETAIL 1, SHEET
CS512.
AV-7
GENERAL NOTES
1. DRAWINGS UTILIZE EXISTING BASE MAPPING PROVIDED
BY JB MDL. CONTRACTOR TO VERIFY, INCLUDING
LOCATIONS OF UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION.
LEGEND
EXISTING FENCE
NEW CARD READER
WITH BOLLARDS
EXISTING PAVEMENT
X
Partia l Plans fo r P
DETAIL
NOT TO SCALE
MEDIUM-DUTY
BITUMINOUS PAVEMENT
NEW JERSEY DEPARTMENT OF
TRANSPORTATION STANDARD
SPECIFICATIONS CONSTRUCTION
OF TRANSPORTATION SYSTEMS
1" BITUMINOUS SURFACE
COURSE, NJDOT SECTION 400*
TACK COAT
2" BITUMINOUS BASE
COURSE, NJDOT SECTION 400*
4" NJDOT SECTION 800 No. 57 OR
TYPE II AGGREGATE DRAINAGE
COURSE, SECTION 806*
5" NJDOT GROUP II GRADED
AGGREGATE BASE, SECTION 815*
12" RAW SUBGRADE COMPACTED 90%
OF LABORATORY MAXIMUM DENSITY
(ASTM D 1557)
PROVIDE EXPANSION JOINT AT ALL LOCATIONS
WHERE CONCRETE ABUTS EXISTING OR NEW
CONCRETE STRUCTURES.
PROVIDE CONTRACTION JOINTS AS SHOWN
ON PLANS.
PROVIDE EXPANSION JOINTS AS SHOWN ON
PLANS.
1.
2.
3.
CONCRETE PAVEMENT NOTES:
*NJDOT: NEW JERSEY DEPARTMENT OF
TRANSPORTATION STANDARD
SPECIFICATIONS CONSTRUCTION
OF TRANSPORTATION SYSTEMS
7"
7"
12" RAW SUBGRADE
COMPACTED TO 90% OF
LABORARY MAXIMUM
DENSITY (ASTM D 1557)
4" NJDOT GROUP II GRADED
AGGREGATE BASE, SECTION 815*
4" NJDOT SECTION 800 No. 57 OR
TYPE II AGGREGATE DRAINAGE
COURSE, SECTION 806*
PROVIDE #4
REINFORCEMENT
12" O.C.E.W.
7" NJDOT CONCRETE, SECTION 430*
TURN EDGE DOWN WHERE
ABUTTING BITUMINOUS PAVEMENT
AND NO CURB. AT FREE EDGE,
THICKEN EDGE AS SHOWN ON
EXPANSION JOINT DETAIL
DETAIL
NOT TO SCALE
4 DETAIL
NOT TO SCALE
PA
VE
M
EN
T D
ET
AI
LS
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S5
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S5
.d w g
8/ 7/
AF
LS
_C S5
.d w g
CS501
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
J.
L
O C
K
M . S
O U
TH
M . M
AY
ER
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
Partia l Plans fo r P
2 1/2 " O.D. PIPE (TYP.)
REINFORCED CONCRETE 2'-0"
WIDE PAVEMENT
GUIDE TRACK
GUIDE WHEEL
BOLLARDS (TYP)
A
B
10'-0"
2"
10'-0" MAXIMUM
6"
4' -0
" M
IN
6" 4'
-0
BACK FRAME GATE FRAME
2'-0" 23'-0" CLEAR OPENING
1'-3" OUTSIDE
2' -0
2'
-0
GATE OPENING. REFER TO PLAN SHEETS
6' -0
1'
-0
16" MIN. DIA.
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
SECTION
NOT TO SCALE
SECTION
NOT TO SCALE
GATE OPERATOR
ENCLOSURE. COORDINATE
REQUIRED VOLTAGE WITH
ELECTRICAL DRAWINGS.
DIFFERENT VOLTAGE MAY
BE REQUIRED AT EACH GATE.
16" MIN. DIA.
FE
N
C E
D
ET
AI
LS
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S5
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S5
.d w g
8/ 7/
AF
LS
_C S5
.d w g
CS511
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
J.
L
O C
K
M . S
O U
TH
M . M
AY
ER
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
Partia l Plans fo r P
NOTES:
ALL CHAIN LINK FENCING TO HAVE ALL
NUTS, BOLTS, AND CONNECTIONS (NOT
FACILITIES OR CLIPS) - TACK WELDED.
1.
G
10'-0"
3' -6
"2" M
AX
GATE OPENING
REFER TO PLANS
1'-4" CONC. FOR
4" POST OR LESS;
2'-0" CONC. FOR
POSTS OVER 4"
TOP RAIL
TRUSS ROD
(3/8" MINIMUM)
1/0 WIRE
6" GATE POST
GATE POST
STRETCHER
BAR
BRACE
TRUSS
RODS
GENERAL NOTES:
MOTOR OPERATED GATES TO BE PROVIDED WITH
ELECTRO-MECHANICAL LOCK AND REMOTE KEYPAD
ENTRY.
16" 4,000 PSI CONCRETE FOR 4" POSTS OR LESS AS SHOWN
ON SECTION "A". 24" 4,000 PSI CONCRETE FOR POSTS OVER 4".
HEIGHT (H) OF FENCE TO BE 6'-0".
5.
4.
3.
2.
1. ALL FABRIC TO BE #9 GAGE WIRE, WOVEN IN A 50 MESH.
TOP AND BOTTOM EDGES TO BE TWISTED AND BARBED.
PROVIDE NO. 8 COPPER WIRE BONDED TO GATE POST.
(SEE GROUNDING AND BONDING DETAILS THIS SHEET).
ALL FENCE FABRIC AND POST MATERIAL SHALL BE
MANUFACTURE PAINTED DARK BROWN - FEDERAL
STANDARD 595B-#20040.
6.
3 STRANDS OF
BARBED WIRE
FE
N
C E
D
ET
AI
LS
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S5
.d w gQ :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\0 5_
C iv il\
AF
LS
_C
S5
.d w g
8/ 7/
AF
LS
_C S5
.d w g
CS512
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
X.
X
XX
XX
X
X.
X
XX
XX
X
X.
X
XX
XX
X
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
Partia l Plans fo r P
REVISION NOTE INDICATOR
1. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND LIMITED SURFACE INVESTIGATION IN THE FIELD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. COORDINATE WORK WITH ALL TRADES TO MAINTAIN A MINIMUM OF 3'-0" VERTICAL AND 3'-0" HORIZONTAL CLEARANCE FROM CROSSING
OR ADJACENT UTILITIES.
2. THE LOCATIONS OF EXISTING ELECTRICAL, FIBER, TELEPHONE, AND OTHER UTILITIES AND OTHER SITE
FEATURES ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL
UNDERGROUND AND OTHER UTILITIES PRIOR TO DIGGING WITHOUT ADDITIONAL COST TO THE
GOVERNMENT.
3. CONTRACTOR MUST COORDINATE ALL SITE ELECTRICAL WORK WITH THE INSTALLATION HIGH VOLTAGE SHOP. PROVIDE ADVANCED WRITTEN NOTICE TO THE SHOP AND CONTRACTING OFFICER PRIOR TO ANY POWER OUTAGES REQUIRED FOR CONSTRUCTION. CONTRACTOR MUST CALL THE HIGH VOLTAGE SHOP
PRIOR TO STARTING ANY WORK ON THE EXISTING PRIMARY LINES.
4. CONDUITS INSTALLED UNDER ROADWAYS, PARKING AREAS, OR OTHER AREAS SUBJECT TO VEHICULAR TRAFFIC (WHERE NOT PLACED BY DIRECTIONAL BORING) SHALL BE CONCRETE ENCASED. ENCASEMENT
SHALL EXTEND AT LEAST SIX (6) FEET BEYOND THE EDGE OF THE PAVEMENT.
5. PROVIDE PVC COATED RGS ELBOWS FOR SHORT RADIUS BENDS AT EQUIPMENT. OTHERWISE USE LONG SWEEP BENDS AS SPECIFIED. BENDS AND SWEEPS SHALL BE CONCRETE-ENCASED TO PROTECT THE DUCT FROM THE PRESSURES DEVELOPED WHILE PULLING CABLES. WHERE A DUCT ENTERS A BUILDING
AND SWEEPS UP THROUGH A FLOOR SLAB, PVC COATED RGS CONDUIT SHALL BE USED.
6. IN DUCTS WITH TWO 4" DUCTS, PROVIDE THREE 3" 3-CELL GEOTECTILE INNERDUCTS FOR EACH DUCT.
PLUG EACH UNUSED INNERDUCT WITH A DUCT PLUG AT EACH END.
7. PROVIDE A PULL ROPE OR PULL TAPE IN ALL COMMUNICATIONS CONDUITS AND INNERDUCTS.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE ELECTRICAL WORK INCLUDING BUT NOT LIMITED TO MODIFICATIONS TO THE MANHOLES, HAND HOLES, SECONDARY CONDUIT DUCT BANKS, TRENCHING AND BACKFILL, SECONDARY CABLING, SECONDARY CONNECTIONS AT THE PAD MOUNTED TRANSFORMER, AND TESTING.
9. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE COMMUNICATIONS INCLUDING BUT NOT LIMITED TO
COMMUNICATIONS MANHOLES, HANDHOLES, CONDUIT DUCT BANKS, TRENCHING AND BACKFILL,
TELECOMMUNICATIONS CABLING, CABLE CONNECTIONS AT THE EXISTING FACILITY (MANHOLE), AND
TESTING.
10. IN THE EVENT BASE VEHICULAR TRAFFIC IS TO BE DISRUPTED BY TRENCHING OR HORIZONTAL DIRECTIONAL BORING, THE CONTRACTOR SHALL NOTIFY THE 87 CS/SCX PROJECT MANAGER NO LATER THAN 10 CALENDAR DAYS IN ADVANCE TO INFORM BASE SECURITY FORCES AND EMERGENCY SERVICES
PERSONNEL OF THE PLANNED DISRUPTIONS.
11. THE CONTRACTOR SHALL COORDINATE WITH BASE AGENCIES TO ENSURE MARKINGS ARE PLACED OVER EXISTING BASE INFRASTRUCTURE PRIOR TO DIGGING OR HORIZONTAL DIRECTIONAL BORING AND SHALL TAKE PRECAUTIONS TO PROTECT EXISTING INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE CAUSED DURING INSTALLATION WHEN THE INFRASTRUCTURE IS CLEARLY MARKED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL MARKINGS AND ENSURING AF FORM
103 (DIG PERMIT) REMAINS CURRENT.
12. DIRECTIONAL DRILLING WILL BE USED FOR MAJOR ROAD CROSSINGS AS INDICATED ON PLANS.
OTHERWISE, CROSSING OF PAVED SURFACES MAY BE PERFORMED BY PAVEMENT CUTS AND
RESURFACING WITH APPROPRIATE MATCHING ROAD MATERIAL. THIS DOES NOT PREVENT THE
CONTRACTOR FROM USING DIRECTIONAL DRILLING IF IT IS MORE COST EFFECTIVE. DUCTS WILL BE
APPROPRIATELY PROTECTED WHEN PLACED UNDER PAVED SURFACES.
13. WHERE OSP FIBER OPTIC CABLING ENTERS A BUILDING, CABLING SHALL BE TRANSITIONED TO APPROPRIATELY RATED CABLE TYPE AS NECESSARY WITHIN 50' OF POINT OF ENTRANCE AS DEFINED IN
NEC SECTIONS 800.48 AND 800.2.
14. REFER TO CIVIL DRAWINGS FOR ADDITIONAL DETAILS PERTAINING TO TRAFFIC LOOPS AND GATE
MOTORS AND CONTROLS.
15. REFER TO PANEL SCHEDULES ON SHEETS EP701 THROUGH EP704 FOR WIRE AND CONDUIT
REQUIREMENTS TO EACH DEVICE SHOWN ON PLANS.
16. CONTRACTOR SHALL CONTACT ADVANTOR PRIOR TO CONSTRUCTION IN ORDER TO COORDINATE AND VERIFY COMPATIBILITY OF CONTRACTOR PROVIDED EQUIPMENT WITH FUTURE ADVANTOR SECURITY
DEVICES.
17. NOT ALL POWER CONDUITS ARE SHOWN ON PLANS. REFER TO PANEL SCHEDULES FOR COMPLETE LIST
OF POWER REQUIREMENTS FOR EACH GATE AND PROVIDE ACCORDINGLY.
18. CONTRACTOR SHALL COORDINATE WITH 87CS/SCXP FOR FIBER OPTIC TERMINATION LOCATIONS INSIDE
BUILDINGS. POINT OF CONTACT FOR 87CS/SCKP IS TSGT WOODEN.
19. WHERE TELECOMMUNICATIONS CABLING ENTERS A BUILDING IN NEW OR EXISTING CONDUIT, ASSUME AN INTERIOR RUN OF THE CABLING IN CONDUIT SIZED TO MATCH SITE CONDUITS FOR A DISTANCE OF 50' AFTER STUB-UP LOCATION UNO ON PLANS. ASSUME CONDUIT STUB-UP LOCATION IS ON THE OPPOSITE
END OF BUILDING FROM ENTRY POINT SHOWN ON DRAWINGS.
20. WHERE CAMERA POLE IS SHOWN ON DRAWINGS, PROVIDE BASIS OF DESIGN POLE TYPE HADCO RTA12D5A4 OR EQUIVALENT, WITH SATIN FINISH. MOUNT POLE TO CONCRETE BASE SPECIFIED ON
DETAIL 2, SHEET ES504.
21. WHERE CARD READER PEDESTAL IS SHOWN ON DRAWINGS, PROVIDE BASIS OF DESIGN TYPE EPS (ENGINEERED PARKING SYSTEMS) MODEL 306-6 37" TALL PEDESTAL, OR EQUIVALENT, IN BLACK FINISH
WITH 6"X6" MOUNTING PLATE.
22. WHERE COMBINATION INTERCOM/CARD READER PEDESTAL IS SHOWN ON DRAWINGS, PROVIDE BASIS OF DESIGN TYPE EPS (ENGINEERED PARKING SYSTEMS) MODEL 905-1-1 37" TALL HOUSING AND PEDESTAL, OR EQUIVALENT, IN BLACK FINISH. HOUSING SHALL BE 9 1/2" WIDE X 14 1/4" TALL.
23. PROVIDE CONTROL WIRE BETWEEN LOOP SENSORS AND GATE CONTROLLER TO PROVIDE A COMPLETE
AND USABLE SYSTEM.
SAND ENCASED DUCTBANK: REFER TO
DETAIL ON ES501 FOR TYPICAL DUCTBANK
DETAILS. (4-WAY DUCTBANK WITH 2-4"
AND 2-2" DUCTS SHOWN)
CONCRETE ENCASED DUCTBANK: REFER
TO DETAIL ON ES501 FOR TYPICAL
DUCTBANK DETAILS. (4-WAY DUCTBANK
WITH 2-4" AND 2-2" DUCTS SHOWN)
DUCTBANK
2 2
4 4
INDICATES DUCT
SIZE IN INCHES
EACH BLOCK INDICATES
ONE DUCT
C TYP
INDICATES DUCT
SIZE IN INCHES EACH BLOCK INDICATES
ONE DUCT
INDICATES
CONCRETE
ENCASEMENT
2 2
4 4
MISCELLANEOUS SYMBOLS
1 SHEET NOTE
DETAIL CROSS REFERENCE
X
X-XXX
X
X-XXX
DETAIL
DETAIL IDENTIFICATION NUMBER
NUMBER OF SHEET ON WHICH DETAIL IS DRAWN
NUMBER OF SHEET ON WHICH DETAIL IS INDICATED
DETAIL IDENTIFICATION NUMBER
SYMBOL WHERE DETAIL IS TAKEN
GENERAL NOTES ABBREVIATIONS
EXTERIOR / SITE UTILITIES
NEW UNDERGROUND SECONDARY DUCTBANKUS
EXISTING UNDERGROUND COMMUNICATIONS
DUCTBANK WITH NEW LOW VOLTAGE WIRINGUC
NEW UNDERGROUND COMMUNICATIONS
DUCTBANK WITH NEW LOW VOLTAGE WIRINGUC
NEW UNDERGROUND COMMUNICATIONS
DUCTBANK WITH NEW FIBER OPTIC CABLING.UF
UNDERGROUND COMMUNICATION -
EXISTING UNDERGROUND DUCTBANK
CONTAINING NEW FIBER OPTIC CABLING.
UF
UNDERGROUND COMMUNICATION -
EXISTING UNDERGROUND DUCTBANK CONTAINING
NEW LOW VOLTAGE AND FIBER OPTIC CABLING.
UF/UC
EXISTING UNDERGROUND FIBERUFx
EXISTING NEW
COMMUNICATIONS HANDHOLEH C
MHH-#H C
MHH-#
ELECTRICAL HANDHOLEH E
MHH-#H E
MHH-#
COMMUNICATIONS MANHOLEECMH
MMH-#
ECMH
MMH-#
PAD MOUNTED TRANSFORMERT T
LOADCENTER
CARD READER (PEDESTAL MOUNTED)
WEATHERPROOF TELEPHONE
GATE CONTROLLER
COMMUNICATIONS PAD
INTERCOM
LC
CR
P
GC
C
IC
MINI - POWER ZONE (LOADCENTER &
TRANSFORMER)PZ
POLE MOUNTED LIGHT FIXTURE. REFER
TO DETAIL 1 ON SHEET ES504
SI
TE
E
LE
C
TR
IC
AL
L
EG
EN
D
G
EN
ER
AL
N
O
TE
S, A
N D
AB
BR
EV
IA
TI
O
N S
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
1.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
1.
dw g
8/ 7/
AF
LS
_E S0
.d w g
ES001
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
Partia l Plans fo r P
NORTH SCOTT ST.
TENNESSEE
AVE.
TEXAS AVE.
MEMPHIS ST.
NASHVILLE ST.
McG
UIR
E A.F.B.
TO JACKS
C
TU
R
N
TA
BL
E
HA
ZE
RD
O
US 2
D
X
GLID
ESLO
PE
TACAN
ROAD
EAST T
HIR
D
BE
SECOND ST.
BASKETBALL
R O
M
EO
R O
W
PA
UN
D
M cG
UI
RE
B O
UL
EV
AR
D
VA
N
D
EN
BE
R
G
SECONDARY
P P
BX
AL
TE
R N
AT
E
- P R
IM
AR
Y N
/S R
U N
W
AY
4' X
2°
'4 8"
°4
2'
8:
2:1
PRIM
ARY -
IN
STRUMENT
N E/ S
W R
UNWAY
RUN
,00
0' X 20
0'
5°
' 3
1"
- 4
5°
' 3 1"
PADCHECK
POWER
PRIM
ARY
N E/ S
W
TAXIW
AY
G C
A
AREATNG PIT
FIR
E FTG
CA
RG
O
PA
RK
IN
G
SPOT
PRIMARY
STABILI
TY S
HOULD
ERS
C-5/747
8:1
A
VE
NUE
DI
XO
N
ST
RE
ET
C O
M
PA
SS
R
O W
AVENUE
BE
LM
AR
SH
A
VE
DRIVAS AVENUE
ST
REE
T
McGUIRE ROAD
NEELY ROAD
McD
ONAL
D
EA
ST
A
RN
VIS
UAL
G
LID
E S
LO
PE
PADCHECK
POWER
EL.
4.5 0'
R/W
END
OVERRUN
TWR
PAD
CONTROL
MOBILE
TRANS.
G O
C O
U R
S
H
EAST FOURTH S
T.
EE
T
ST
R
LIN
MITCHELL ROAD
TUSKEGEE AIRMEN AVE.
EN
G
IN
EE
R
DR
IV
E
SO
UT
H
SOCCER FIELD
FIR
E TRAIN
IN
G
FACILI
TY
HOLD
IN
G POND
w/ H
DPE LI
NER
CHAPEL 1
ANT
CONT
TWR
KORN
FIEBEL
CH
AR
LE
S
TWRRADAR
AV
EN
U E
WRIGHTSTOWN - COOKSTOWN ROAD
P-38
STATION
W
AR
EH
O
U
SE
R O
AD
FRITCHE AVE.
BE
LM
AR
SH
A
VE
W
ES
T
AR
N
AVE.
TUSKEGEE
AIRMEN
50 33
FLAG
37 3332
THUN
BL
VD
DER
RD.
HIG
GI
NS
AV
E
RD.
ENTRANCE
GATE N
O. 1
(In ac tiv e)
LA
N
G
LO
IS
A
VE
F-4
P
F
AIRCRAFT PARKING APRON C-141/KC-10
G H
I
ZONE
EL.
2.6 0'
R/W
END
CLEAR
RANGEDRIVING
GOLF
B S
R O
AD
SI
TE
E
LE
C
TR
IC
AL
O
VE
R
AL
L
LA
YO
U
T
PL
AN
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
0.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
0.
dw g
8/ 7/
AF
LS
_E S1
.d w g
ES100
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
SCALE: 1"-500'
SITE ELECTRICAL OVERALL LAYOUT PLAN
500' 250' 0 500' 1000' 1500'
GRAPHIC SCALE: 1" = 500'N
ES102
ES101
ES103
ES104
ES105
ES410
ES411
ES420
ES412
ES413
ES414
ES415
ES416
ES417
ES41
ES41
Partia l Plans fo r P roject C oordination
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
ST.
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
TRENTON
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
W. 8TH ST.
AutoCAD SHX Text Poleline
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text i
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text o
AutoCAD SHX Text w
AutoCAD SHX Text P
AutoCAD SHX Text o
AutoCAD SHX Text n
AutoCAD SHX Text d
AutoCAD SHX Text o
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text y
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
SOCCER FIELD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SWALE
PAX TERM
BA
SE
STA
FIRE
HA
NG
AR
R
O
AD
EAST ARNOLD AVENUE
FI
RE
NE
TRANS
O
PS
M cG
U
IR
E
M cG
UI
RE
B
LV
D
VANDENBERGE AVENUE
X
X
X
X
X
X
X
X X
X
X
X
X
X
UF
UF
UF
UF
UF
UF
UF
UF
UF
UF
85186
MMH-0178
MMH-0177
MHH-0304
MMH-0172
MMH-0173
MMH-0174
MMH-0175
MMH-0158
MMH-0159
H
MHH-0164
MMH-0160
MMH-0161
MMH-0162
H
MHH- 046
UF
UF
UF
U F
MHH-0170
H
MHH-046A
MMH-0168
PA
R
TI
AL
S
IT
E
PL
AN
PO
W
ER
AN
D S
YS
TE
M S
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
5.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
5.
dw g
8/ 7/
AF
LS
_E S1
.d w g
ES105
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
100' 50' 0 100' 200' 300'
GRAPHIC SCALE: 1" = 100'
N
SCALE: 1"-100'
PARTIAL SITE PLAN - POWER AND SYSTEMS
PROVIDE NEW 72 STRAND SINGLE MODE FIBER OPTIC
CABLE FROM BUILDING 2301 TO MMH-0168 TO FEED
BUILDINGS 1730 AND 1738. IN BUILDING 2301, TERMINATE
THE CABLE IN THE NEW FIBER OPTIC DISTRIBUTION PANEL
(FODP) IN THE EXISTING EQUIPMENT CABINET USING FIBER
PIGTAILS WITH SC CONNECTORS.
IN MMH-0168, FUSION SPLICE THE TWO 36 STRAND CABLES
TO BUILDINGS 1730 AND 1738 TO THE 72 STRAND CABLE
FROM BUILDING 2301.
PROVIDE 36 STRAND SINGLE MODE FIBER OPTIC CABLE
FROM MMH-0168 TO BUILDING 1738. IN BUILDING 1738,
TERMINATE THE CABLE IN A NEW 36 PORT FODP USING
FIBER PIGTAILS WITH SC CONNECTORS. MOUNT THE FODP
IN AN EXISTING CABINET. ONCE INSIDE BUILDING 1738,
EXTEND CABLING IN 4" CONDUIT FROM ENTRY THROUGH
THE BUILDING AND INTO THE COMM ROOM. INTERIOR RUN
IS APPROXIMATELY 100'. CONTRACTOR SHALL REPAIR ANY
DAMAGE TO DRYWALL, CEILINGS, ETC. CAUSED BY THIS
ROUTING.
PROVIDE 36 STRAND SINGLE MODE FIBER OPTIC CABLE
FROM MMH-0168 TO BUILDING 1730. IN BUILDING 1730,
TERMINATE THE CABLE IN A NEW 36 PORT FODP USING
FIBER PIGTAILS WITH SC CONNECTORS. MOUNT THE FODP
IN AN EXISTING CABINET.
SHEET NOTES
Partia l Plans fo r P
AVE.
TEXAS AVE.
MEMPHIS ST.
NASHVILLE ST.
WRIGHTSTOWN - COOKSTOWN ROAD
McGUIRE A.F.B.
TO JACKS
C
TU
R
N
TA
BL
E
HA
ZE
RD
O
US 2
D
X
GATE N
O. 4
SECONDARY
GLID
ESLO
PE
TACAN
ROAD
S.
DIVERSIO
N
N.
EAST T
HIR
D
BE
RD
I.
DOOLITTLE
SECOND ST.
BASKETBALL
GATE NO. 2
R O
M
EO
R O
W
PA
UN
D
M cG
UI
RE
B O
UL
EV
AR
D
VA
N
D
EN
BE
R
G
P & L SUBSTATION
SWITCHING
SECONDARY
SECONDARY
P
P
P
P
P
P
P
F O R
T
BX
COMMISSARY
AL
TE
R N
AT
E
- P R
IM
AR
Y N
/S R
U N
W
AY
4' X
2°
'4 8"
°4
2'
8:
2:1
PRIMARY - INSTRUMENT NE/ SW RUNWAY
RUN
,00
0' X 20
0'
5°
' 3
1"
- 4
5°
' 3 1"
PADCHECK
POWER
PRIMARY NE/ SW TAXIWAY
G C
A
AREATNG PIT
FIR
E FTG
CA
RG
O
PA
RK
IN
G
SPOT
PRIMARY
STABILITY SHOULDERS 1139
C-5/747
8:1
A
VE
NUE
DI
XO
N
ST
RE
ET
C O
M
PA
SS
R
O W
AVENUE
BE
LM
AR
SH
A
VE
DRIVAS AVENUE
WELL
"A"
ST
REE
T
McGUIRE ROAD
NEELY ROAD
McD
ONAL
D
WRIG
HTSTOWN
ROAD
ENTRANCE
EA
ST
A
RN
SOUTH
ANTENNA
ILS
L
OCALIZ
ER
VIS
UAL
G
LID
E S
LO
PE
PADCHECK
POWER
EL.
4.5 0'
R/W
END
OVERRUN
CLE
AR
TWR
PAD
CONTROL
MOBILE
TRANS.
G O
RUN
AMMO
G O L F
POND
N. AMMO RD.
RD.
AMMO RD.
C O
U R
H
EAST FOURTH S
T.
EE
T
ST
R
LIN
BERGH
HARMON
ST.
LIND
TUSKEGEE AIRMEN AVE.
E 8 MI.
NORTH
MILLS
STREAM)
TRA
DR
282528
'38
'35
19 '37
FALCON LANE
EN
G
IN
EE
R
DR
IV
E
SO
UT
H
MAIN
ENTRANCE
SOCCER FIELD
FIR
E TRAIN
IN
G
FACILI
TY
HOLD
IN
G POND
w/ H
DPE LI
NER
CHAPEL 1
B-BALL
ANT
CONT
TWR
WACKY W
ORLD
KORNFIEBEL
CH
AR
LE
S
TWRRADAR
ACCESS
DEFENSE
HIGHWAY
STREAM)
MILLS
RUN
AV
EN
U E
AV
EN
U E
WRIGHTSTOWN - COOKSTOWN ROAD
NORTH
(JONES
P-38
STATION
NEW JERSEY CENTRAL
W
AR
EH
O
U
SE
R O
AD
FRITCHE AVE.
BE
LM
AR
SH
A
VE
W
ES
T
AR
N
AVE.
TUSKEGEE
AIRMEN
50 33
FLAG
37 3332
THUN
BL
VD
DER
RD.
HIG
GI
NS
AV
E
RD.
ENTRANCE
GATE N
O. 1
(In ac tiv e)
LA
N
G
LO
IS
A
VE
ENTRANCE
GATE NO. 3 (Closed)
D I X
F-4
P F
AIRCRAFT PARKING APRON C-141/KC-10
G H
I
ZONE
EL.
2.6 0'
R/W
END
CLEAR
RANGEDRIVING
GOLF
B S
R O
AD
M
NORTH SCOTT ST.
TENNESSEE
AVE.
TEXAS AVE.
MEMPHIS ST.
NASHVILLE ST.
WRIGHTSTOWN - COOKSTOWN ROAD
McGUIRE A.F.B.
TO JACKS
C
TU
R
N
TA
BL
E
HA
ZE
RD
O
US 2
D
X
GATE N
O. 4
SECONDARY
GLID
ESLO
PE
TACAN
ROAD
S.
DIVERSIO
N
N.
EAST T
HIR
D
BE
RD
I.
DOOLITTLE
SECOND ST.
BASKETBALL
GATE NO. 2
R O
M
EO
R O
W
PA
UN
D
M cG
UI
RE
B O
UL
EV
AR
D
VA
N
D
EN
BE
R
G
P & L SUBSTATION
SWITCHING
SECONDARY
SECONDARY
P
P
P
P
P
P
P
F O R
T
BX
COMMISSARY
AL
TE
R N
AT
E
- P R
IM
AR
Y N
/S R
U N
W
AY
4' X
2°
'4 8"
°4
2'
8:
2:1
PRIMARY - INSTRUMENT NE/ SW RUNWAY
RUN
,00
0' X 20
0'
5°
' 3
1"
- 4
5°
' 3 1"
PADCHECK
POWER
PRIMARY NE/ SW TAXIWAY
G C
A
AREATNG PIT
FIR
E FTG
CA
RG
O
PA
RK
IN
G
SPOT
PRIMARY
STABILITY SHOULDERS 1139
C-5/747
8:1
A
VE
NUE
DI
XO
N
ST
RE
ET
C O
M
PA
SS
R
O W
AVENUE
BE
LM
AR
SH
A
VE
DRIVAS AVENUE
WELL
"A"
ST
REE
T
McGUIRE ROAD
NEELY ROAD
McD
ONAL
D
ROAD
ENTRANCE
EA
ST
A
RN
SOUTH
ANTENNA
ILS
L
OCALIZ
ER
VIS
UAL
G
LID
E S
LO
PE
PADCHECK
POWER
EL.
4.5 0'
R/W
END
OVERRUN
CLE
AR
TWR
PAD
CONTROL
MOBILE
TRANS.
G O
AMMO
G O L F
POND
N. AMMO RD.
RD.
AMMO RD.
C O
U R
H
EAST FOURTH S
T.
EE
T
ST
R
LIN
HARMON
ST.
LIND
TUSKEGEE AIRMEN AVE.
E 8 MI.
NORTH
MILLS
STREAM)
TRA
DR
282528
'38
'35
19 '37
FALCON LANE
EN
G
IN
EE
R
DR
IV
E
SO
UT
H
MAIN
ENTRANCE
SOCCER FIELD
FIR
E TRAIN
IN
G
FACILI
TY
HOLD
IN
G POND
w/ H
DPE LI
NER
CHAPEL 1
B-BALL
ANT
CONT
TWR
WACKY W
ORLD
KORNFIEBEL
CH
AR
LE
S
TWRRADAR
ACCESS
DEFENSE
HIGHWAY
STREAM)
MILLS
RUN
AV
EN
U E
AV
EN
U E
WRIGHTSTOWN - COOKSTOWN ROAD
NORTH
(JONES
P-38
STATION
NEW JERSEY CENTRAL
W
AR
EH
O
U
SE
R O
AD
FRITCHE AVE.
BE
LM
AR
SH
A
VE
W
ES
T
AR
N
AVE.
TUSKEGEE
AIRMEN
50 33
FLAG
37 3332
THUN
BL
VD
DER
RD.
HIG
GI
NS
AV
E
RD.
ENTRANCE
GATE N
O. 1
(In ac tiv e)
LA
N
G
LO
IS
A
VE
ENTRANCE
GATE NO. 3 (Closed)
D I X
F-4
P F
AIRCRAFT PARKING APRON C-141/KC-10
G H
I
ZONE
EL.
2.6 0'
R/W
END
CLEAR
RANGEDRIVING
GOLF
B S
R O
AD
M
BUILDING 1712
BUILDING 1731
BUILDING 1706
BLDG
X X
X X
X X
XXXX
X X
X X
XX
T T1731
225KVA
208Y/120V
LC
CR
GCGC C
P
U S
UC
UF
U F
U C
US
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
N
KEYMAP
N
ES417
GATE AV-6
PROVIDE ONE CATEGORY 6 COPPER CABLE FROM
COMMUNICATIONS PAD TO CAMERA POLE. PROVIDE
ENOUGH CABLE IN POLE MOUNT TO REACH FUTURE
CAMERA PLUS AND ADDITIONAL 20' SPARE.
PROVIDE 1" PVC CONDUIT WITH #18/2 COPPER CONTROL
WIRE FROM COMMUNICATIONS PAD TO CARD READER
PEDESTAL.
STUB UP CONDUIT INTO NEMA TYPE 4 WALL MOUNTED PULL
BOX MOUNTED ON BUILDING 1731 EXTERIOR WALL AND
PENETRATE THE BUILDING INTO COMMUNICATIONS ROOM.
COORDINATE WITH 787 CES.
PROVIDE 6-STRAND SINGLE-MODE FIBER OPTIC CABLE IN
NEW DUCTBANK FROM COMMUNICATIONS PAD TO BUILDING
1731. IN BUILDING 1731, TERMINATE ON A NEW FIBER OPTIC
DISTRIBUTION PANEL (FODP) USING FIBER PIGTAILS WITH
SC CONNECTORS. MOUNT THE FODP IN AN EXISTING
EQUIPMENT CABINET LOCATION. AT THE COMMUNICATIONS
PAD, TERMINATE ON A NEW FODP USING FIBER PIGTAILS
WITH SC CONNECTORS. PROVIDE 50' MAINTENANCE LOOP
IN COMMUNICATIONS PAD ENCLOSURE.
PROVIDE #18/2 COPPER CONTROL WIRE FROM
COMMUNICATIONS PAD TO GATE CONTROLLERS IN 1" PVC
CONDUIT.
PROVIDE SECONDARY CONNECTION AT TRANSFORMER
USING COMPRESSION TYPE CONNECTORS TO FEED NEW
LOADCENTER.
PROVIDE CAMERA POLE MOUNTED ON SECURE SIDE OF
FENCE.
PROVIDE 37" TALL CARD READER PEDESTAL AND MOUNT AS
SHOWN INSIDE BOLLARDS. INCLUDE CARD READER
HOUSING AT TOP OF PEDESTAL.
SHEET NOTES
SCALE: 1"-30'
ENLARGED PLAN - GATE AV-6
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
1 1/2 3/4
ES502
R G
ED
P
LA
N
G
AT
E
AV
-6
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
6/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
7.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
7.
dw g
8/ 7/
AF
LS
_E S4
.d w g
ES417
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
3/4
Partia l Plans fo r P roject C oordination
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
ST.
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
TRENTON
AutoCAD SHX Text
DOUGHBOY
AutoCAD SHX Text
ST.
AutoCAD SHX Text "B"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text "C"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
W. 8TH ST.
AutoCAD SHX Text
W. 8TH
AutoCAD SHX Text Poleline
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text i
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text o
AutoCAD SHX Text w
AutoCAD SHX Text P
AutoCAD SHX Text o
AutoCAD SHX Text n
AutoCAD SHX Text d
AutoCAD SHX Text H
AutoCAD SHX Text i
AutoCAD SHX Text p
AutoCAD SHX Text p
AutoCAD SHX Text s
AutoCAD SHX Text F
AutoCAD SHX Text o
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text y
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
SOCCER FIELD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
ST.
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
TRENTON
AutoCAD SHX Text
DOUGHBOY
AutoCAD SHX Text
ST.
AutoCAD SHX Text "B"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text "C"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
W. 8TH ST.
AutoCAD SHX Text
W. 8TH
AutoCAD SHX Text Poleline
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text i
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text o
AutoCAD SHX Text w
AutoCAD SHX Text P
AutoCAD SHX Text o
AutoCAD SHX Text n
AutoCAD SHX Text d
AutoCAD SHX Text H
AutoCAD SHX Text i
AutoCAD SHX Text p
AutoCAD SHX Text p
AutoCAD SHX Text s
AutoCAD SHX Text F
AutoCAD SHX Text o
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text y
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
SOCCER FIELD
AutoCAD SHX Text
AutoCAD SHX Text
AVE.
TEXAS AVE.
MEMPHIS ST.
NASHVILLE ST.
WRIGHTSTOWN - COOKSTOWN ROAD
McGUIRE A.F.B.
TO JACKS
C
TU
R
N
TA
BL
E
HA
ZE
RD
O
US 2
D
X
GATE N
O. 4
SECONDARY
GLID
ESLO
PE
TACAN
ROAD
S.
DIVERSIO
N
N.
EAST T
HIR
D
BE
RD
& TRENTON 15 MI.
DOOLITTLE
SECOND ST.
BASKETBALL
SECONDARY
GATE NO. 1
GATE NO. 2
R O
M
EO
R O
W
PA
UN
D
M cG
UI
RE
B O
UL
EV
AR
D
VA
N
D
EN
BE
R
G
P & L SUBSTATION
SWITCHING
SECONDARY
SECONDARY
P
P
P
P
P
P
P
F O R
T
BX
COMMISSARY
AL
TE
R N
AT
E
- P R
IM
AR
Y N
/S R
U N
W
AY
4' X
2°
'4 8"
°4
2'
8:
2:1
PRIMARY - INSTRUMENT NE/ SW RUNWAY
RUN
,00
0' X 20
0'
5°
' 3
1"
- 4
5°
' 3 1"
PADCHECK
POWER
PRIMARY NE/ SW TAXIWAY
G C
A
AREATNG PIT
FIR
E FTG
CA
RG
O
PA
RK
IN
G
SPOT
PRIMARY
STABILITY SHOULDERS 1139
C-5/747
8:1
A
VE
NUE
DI
XO
N
ST
RE
ET
C O
M
PA
SS
R
O W
AVENUE
BE
LM
AR
SH
A
VE
DRIVAS AVENUE
WELL
"A"
ST
REE
T
McGUIRE ROAD
NEELY ROAD
McD
ONAL
D
ROAD
ENTRANCE
EA
ST
A
RN
SOUTH
ANTENNA
ILS
L
OCALIZ
ER
VIS
UAL
G
LID
E S
LO
PE
PADCHECK
POWER
EL.
4.5 0'
R/W
END
OVERRUN
CLE
AR
TWR
PAD
CONTROL
MOBILE
TRANS.
G O
AMMO
G O L F
POND
N. AMMO RD.
RD.
AMMO RD.
C O
U R
H
EAST FOURTH S
T.
EE
T
ST
R
LIN
HARMON
ST.
LIND
TUSKEGEE AIRMEN AVE.
TO NEW JERSEY TURNPIKE 8 MI.
NORTH
MILLS
STREAM)
TRAILER P
ARK
M
ILLS
DR
282528
'38
ROAD
S O
U T
H
'35
19 '37
B O
LL
FALCON LANE
EN
G
IN
EE
R
DR
IV
E
SO
UT
H
ENTRANCE
MAIN
ENTRANCE
SOCCER FIELD
FIR
E TRAIN
IN
G
FACILI
TY
HOLD
IN
G POND
w/ H
DPE LI
NER
CHAPEL 1
B-BALL
ANT
CONT
TWR
WACKY W
ORLD
KORNFIEBEL
CH
AR
LE
S
TWRRADAR
ACCESS
DEFENSE
HIGHWAY
STREAM)
MILLS
RUN
AV
EN
U E
AV
EN
U E
WRIGHTSTOWN - COOKSTOWN ROAD
NORTH
(JONES
P-38
STATION
NEW JERSEY CENTRAL
W
AR
EH
O
U
SE
R O
AD
FRITCHE AVE.
BE
LM
AR
SH
A
VE
W
ES
T
AR
N
AVE.
TUSKEGEE
AIRMEN
50 33
FLAG
37 3332
THUN
BL
VD
DER
RD.
HIG
GI
NS
AV
E
RD.
ENTRANCE
GATE N
O. 1
(In ac tiv e)
LA
N
G
LO
IS
A
VE
ENTRANCE
GATE NO. 3 (Closed)
D I X
F-4
P F
AIRCRAFT PARKING APRON C-141/KC-10
G H
I
ZONE
EL.
2.6 0'
R/W
END
CLEAR
RANGEDRIVING
GOLF
B S
R O
AD
M
NORTH SCOTT ST.
TENNESSEE
AVE.
TEXAS AVE.
MEMPHIS ST.
NASHVILLE ST.
WRIGHTSTOWN - COOKSTOWN ROAD
McGUIRE A.F.B.
TO JACKS
C
TU
R
N
TA
BL
E
HA
ZE
RD
O
US 2
D
X
GATE N
O. 4
SECONDARY
GLID
ESLO
PE
TACAN
ROAD
S.
DIVERSIO
N
N.
EAST T
HIR
D
BE
RD
& TRENTON 15 MI.
DOOLITTLE
SECOND ST.
BASKETBALL
SECONDARY
GATE NO. 1
GATE NO. 2
R O
M
EO
R O
W
PA
UN
D
M cG
UI
RE
B O
UL
EV
AR
D
VA
N
D
EN
BE
R
G
P & L SUBSTATION
SWITCHING
SECONDARY
SECONDARY
P
P
P
P
P
P
P
F O R
T
BX
COMMISSARY
AL
TE
R N
AT
E
- P R
IM
AR
Y N
/S R
U N
W
AY
4' X
2°
'4 8"
°4
2'
8:
2:1
PRIMARY - INSTRUMENT NE/ SW RUNWAY
RUN
,00
0' X 20
0'
5°
' 3
1"
- 4
5°
' 3 1"
PADCHECK
POWER
PRIMARY NE/ SW TAXIWAY
G C
A
AREATNG PIT
FIR
E FTG
CA
RG
O
PA
RK
IN
G
SPOT
PRIMARY
STABILITY SHOULDERS 1139
C-5/747
8:1
A
VE
NUE
DI
XO
N
ST
RE
ET
C O
M
PA
SS
R
O W
AVENUE
BE
LM
AR
SH
A
VE
DRIVAS AVENUE
WELL
"A"
ST
REE
T
McGUIRE ROAD
NEELY ROAD
McD
ONAL
D
ROAD
ENTRANCE
EA
ST
A
RN
SOUTH
ANTENNA
ILS
L
OCALIZ
ER
VIS
UAL
G
LID
E S
LO
PE
PADCHECK
POWER
EL.
4.5 0'
R/W
END
OVERRUN
CLE
AR
TWR
PAD
CONTROL
MOBILE
TRANS.
G O
AMMO
G O L F
POND
N. AMMO RD.
RD.
AMMO RD.
C O
U R
H
EAST FOURTH S
T.
EE
T
ST
R
LIN
HARMON
ST.
LIND
TUSKEGEE AIRMEN AVE.
TO NEW JERSEY TURNPIKE 8 MI.
NORTH
MILLS
STREAM)
TRAILER P
ARK
M
ILLS
DR
282528
'38
ROAD
S O
U T
H
'35
19 '37
B O
LL
FALCON LANE
EN
G
IN
EE
R
DR
IV
E
SO
UT
H
ENTRANCE
MAIN
ENTRANCE
SOCCER FIELD
FIR
E TRAIN
IN
G
FACILI
TY
HOLD
IN
G POND
w/ H
DPE LI
NER
CHAPEL 1
B-BALL
ANT
CONT
TWR
WACKY W
ORLD
KORNFIEBEL
CH
AR
LE
S
TWRRADAR
ACCESS
DEFENSE
HIGHWAY
STREAM)
MILLS
RUN
AV
EN
U E
AV
EN
U E
WRIGHTSTOWN - COOKSTOWN ROAD
NORTH
(JONES
P-38
STATION
NEW JERSEY CENTRAL
W
AR
EH
O
U
SE
R O
AD
FRITCHE AVE.
BE
LM
AR
SH
A
VE
W
ES
T
AR
N
AVE.
TUSKEGEE
AIRMEN
50 33
FLAG
37 3332
THUN
BL
VD
DER
RD.
HIG
GI
NS
AV
E
RD.
ENTRANCE
GATE N
O. 1
(In ac tiv e)
LA
N
G
LO
IS
A
VE
ENTRANCE
GATE NO. 3 (Closed)
D I X
F-4
P F
AIRCRAFT PARKING APRON C-141/KC-10
G H
I
ZONE
EL.
2.6 0'
R/W
END
CLEAR
RANGEDRIVING
GOLF
B S
R O
AD
M
BUILDING 1816
BUILDING 1809
BUILDING 1811
MANOR ROAD
X XX
X
XX
X
U F
U F
U F
U F
U F
U F
UF
U C
UF
UF
UF
UF
UF
UF
UF
TT1816B 150KVA
208Y/120V
MMH-0194
U S
CR
LC
M M
H-0193
CGC
H C
MHH-0194A
UC
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
N
KEYMAP
N
ES418
GATE AV-7
PROVIDE ONE CATEGORY 6 COPPER CABLE FROM
COMMUNICATIONS PAD TO CAMERA POLE. PROVIDE
ENOUGH CABLE IN POLE MOUNT TO REACH FUTURE
CAMERA PLUS AN ADDITIONAL 20' SPARE.
PROVIDE 1" PVC CONDUIT WITH #18/2 COPPER CONTROL
WIRE FROM COMMUNICATIONS PAD TO CARD READER
PEDESTAL.
PROVIDE A 50' FIBER MAINTENANCE LOOP IN MANHOLE.
PROVIDE 6-STRAND SINGLE-MODE FIBER OPTIC CABLE IN
NEW AND EXISTING CONDUIT DUCTBANK FROM
COMMUNICATIONS PAD TO BUILDING 1816. IN BUILDING
1816, TERMINATE ON A NEW FIBER OPTIC DISTRIBUTION
PANEL (FODP) USING FIBER PIGTAILS WITH SC
CONNECTORS. MOUNT THE FODP IN AN EXISTING
EQUIPMENT CABINET LOCATION. AT THE COMMUNICATIONS
PAD, TERMINATE ON A NEW FODP USING FIBER PIGTAILS
WITH SC CONNECTORS.
PROVIDE #18/2 COPPER CONTROL WIRE FROM GATE
CONTROLLERS TO COMMUNICATIONS PAD IN 1" PVC
CONDUIT.
PROVIDE SECONDARY CONNECTION AT TRANSFORMER
USING COMPRESSION TYPE CONNECTORS TO FEED NEW
LOADCENTER.
PROVIDE CAMERA POLE MOUNTED ON SECURE SIDE OF
FENCE.
PROVIDE 37" TALL CARD READER PEDESTAL AND MOUNT AS
SHOWN INSIDE BOLLARDS. INCLUDE CARD READER
HOUSING AT TOP OF PEDESTAL.
SHEET NOTES
SCALE: 1"-30'
ENLARGED PLAN - GATE AV-7
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
4 4
1 1/2
R G
ED
P
LA
N
G
AT
E
AV
-7
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
6/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
8.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
8.
dw g
8/ 7/
AF
LS
_E S4
.d w g
ES418
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
ES501
Partia l Plans fo r P roject C oordination
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
ST.
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
TRENTON
AutoCAD SHX Text
DOUGHBOY
AutoCAD SHX Text
ST.
AutoCAD SHX Text "B"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text "C"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
W. 8TH ST.
AutoCAD SHX Text
W. 8TH
AutoCAD SHX Text Poleline
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text i
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text o
AutoCAD SHX Text w
AutoCAD SHX Text P
AutoCAD SHX Text o
AutoCAD SHX Text n
AutoCAD SHX Text d
AutoCAD SHX Text H
AutoCAD SHX Text i
AutoCAD SHX Text p
AutoCAD SHX Text p
AutoCAD SHX Text s
AutoCAD SHX Text F
AutoCAD SHX Text o
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text y
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
SOCCER FIELD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
TENNESSEE
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
PKNG
AutoCAD SHX Text
ST.
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
TRENTON
AutoCAD SHX Text
DOUGHBOY
AutoCAD SHX Text
ST.
AutoCAD SHX Text "B"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text "C"
AutoCAD SHX Text
AVENUE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
W. 8TH ST.
AutoCAD SHX Text
W. 8TH
AutoCAD SHX Text Poleline
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text i
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text o
AutoCAD SHX Text w
AutoCAD SHX Text P
AutoCAD SHX Text o
AutoCAD SHX Text n
AutoCAD SHX Text d
AutoCAD SHX Text H
AutoCAD SHX Text i
AutoCAD SHX Text p
AutoCAD SHX Text p
AutoCAD SHX Text s
AutoCAD SHX Text F
AutoCAD SHX Text o
AutoCAD SHX Text l
AutoCAD SHX Text l
AutoCAD SHX Text y
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
SOCCER FIELD
AutoCAD SHX Text
AutoCAD SHX Text
SURFACE MUST BE CUT, PATCHED
AND OTHERWISE REPAIRED TO
MATCH EXISTING SURFACE. 12" WIDE FOIL BACKED
MARKING TAPE
COMPACT SOIL IN
6" LAYERS
TYPICAL SAND ENCASED DUCT BANK
NOTE 2 (TYP)
NOTE 3
SURFACE MUST BE CUT, PATCHED
AND OTHERWISE REPAIRED TO
MATCH EXISTING SURFACE.
NOTE 3
TYPICAL CONCRETE ENCASED DUCT BANK
12" WIDE FOIL BACKED
MARKING TAPE
NOTE 5 (TYP)
71 2" (M
IN
N O
TE
3" M
IN
3"
MIN
3"
MIN
2"
NOTE 4
3" M
IN
3" M
IN
71 2" (M
IN
N O
TE
2"
NOTE 4
3"
MIN
3"
MIN
3" M
IN
COMPACT
SOIL IN
6" LAYERS
NOTES
4TYPICAL ENCASED DUCT BANK ( , )
NOT TO SCALE
DETAIL
BACKFILL USING SATISFACTORY
MATERIAL IN ACCORDANCE
WITH SPECIFICATIONS
1. TOP OF DUCTBANK SHALL BE A MINIMUM OF 36" BELOW
FINISHED GRADE UNLESS OTHERWISE NOTED.
2. PROVIDE SCHEDULE 40 PVC CONDUITS FOR SAND ENCASED
DUCT BANK. REFER TO ELECTRICAL PLAN(S) FOR QUANTITY
AND SIZE OF CONDUITS.
3. IN DUCTS WITH TWO 4" DUCTS, PROVIDE THREE 3" 3-CELL
GEOTECTILE INNERDUCTS FOR EACH DUCT. PLUG EACH
UNUSED INNERDUCT WITH A DUCT PLUG AT EACH END.
4. PROVIDE A MINIMUM OF 12" BETWEEN COMMUNICATION AND
ELECTRICAL POWER DUCTS.
5. PROVIDE EB TYPE CONDUIT OR BETTER FOR CONCRETE
ENCASED DUCT BANK. REFER TO ELECTRICAL PLAN(S) FOR
QUANTITY AND SIZE OF CONDUITS.
6. PROVIDE PULL WIRE IN ALL UNUSED CONDUITS, AND SEAL
TO PREVENT WATER PENETRATION.
7. EACH LENGTH OF CONCRETE DUCTBANK ENCASEMENT
SHALL BE INSTALLED IN ONE CONTINUOUS POUR. IF
MULTIPLE POURS ARE REQUIRED, CONTRACTOR SHALL
PROVIDE A CONSTRUCTION JOINT DETAIL FOR
CONTRACTING OFFICER REVIEW AND ACCEPTANCE PRIOR
TO INSTALLATION.
8. SLOPE EARTH EXCAVATION AT A MINIMUM RATE OF TWO
HORIZONTAL TO ONE VERTICAL OR AS RECOMMENDED BY
THE GEOTECHNICAL ENGINEER.
NOTE 8
NOTE 8
NOTE 7
NOTE 6 (TYP)NOTE 6 (TYP)
N O
TE
N O
TE
ES001
X Y
Z
TYPE X Y Z
#6 BARE COPPER
GROUND WIRE IN
1/2" PVC SLEEVE
PROVIDE GROUND
LUG IN HAND HOLE
C
HAND HOLE
3/4" x 10' GROUND ROD
POLYMER CONCRETE REINFORCED
WITH HEAVY-WEAVE FIBERGLASS.
DESIGNED FOR A 22,500 LB. VERTICAL
LOAD AND A 800 LB/SQFT LATERAL LOAD.
NOMINAL DIMENSIONS (INCHES)
HEAVY DUTY COVER DESIGNED
FOR A 22,500 LB. LOAD OVER A
10'X20' PLATE 0.5 MINIMUM
COEFICIENT OF FRICTION.
E 24 36 48
NOT TO SCALE
DETAIL2
ES411
ES413
ES418
ES420
3/8" STAINLESS
STEEL BOLTS
SI
TE
E
LE
C
TR
IC
AL
D
ET
AI
LS
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
1.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
1.
dw g
8/ 7/
AF
LS
_E S5
.d w g
ES501
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
Partia l Plans fo r P
TYPICAL UNISTRUT MOUNTED COMMUNICATIONS PAD
ES410
THRU
ES420
CONCRETE EQUIPMENT PAD
WEATHERPROOF NEMA TYPE 3R
EQUIPMENT ENCLOSURE MOUNTED ON A
CONCRETE PAD WITH UNISTRUT FRAME.
PAINT ENCLOSURE DARK BROWN,
FEDERAL STANDARD 595B #200 40.
CONDUIT TO GATE CONTROLLER
AND CARD READER PAD
SCHEDULE 40 PVC TO
BUILDING
UNISTRUT FRAME
CONDUIT TO
MANHOLE/BUILDING
CONDUIT TO CAMERA
LOCATION
WEATHERPROOF NEMA TYPE 3R ENCLOSED
LOADCENTER OR MINI POWER ZONE
MOUNTED ON A CONCRETE PAD WITH
UNISTRUT FRAME. PAINT ENCLOSURE DARK
BROWN, FEDERAL STANDARD 595B #200 40.
NOTES:
1. MOUNT BOX SUCH THAT NEMA INTEGRITY IS NOT VIOLATED.
2. MOUNT FIBER ENCLOSURE AND RECEPTACLE AS CLOSE TO THE BOTTOM
CORNERS OF THE CAMERA CONTROL BOX AS POSSIBLE TO LEAVE ROOM FOR
CAMERA EQUIPMENT.
3. INSTALL A #6 AWG COPPER GROUND CONDUCTOR FROM THE GROUND BUS
TERMINAL TO THE GROUND BAR IN THE LOADCENTER.
20A/1P, 120V GFI RATED DUPLEX
OUTLET FASTENED TO
STEEL BACK PLATE IN
ENCLOSURE.
TERMINATE 6 STRAND
FIBER ON TO 6-SC TYPE
CONNECTORS
GROUND BUS
TERMINAL
36"x36"x8" ENCLOSURE
COMMUNICATIONS PAD ENCLOSURE
ES502
6 - SC TYPE
CONNECTORS
(TYP.)
6 PORT FIBER OPTIC
ADAPTER PANEL (TYP)
LOOP FIBER IN
FIGURE EIGHT
PATTERN
AROUND GUIDES
(MIN OF 3')
NOT TO SCALE
DETAIL
12 PORT FIBER OPTIC CROSS CONNECT PATCH PANEL
3" 10"
12" MINIMUM
ON ALL SIDES
" M
IN
SI
TE
E
LE
C
TR
IC
AL
D
ET
AI
LS
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
:5
AM
/2
9/
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
2.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
2.
dw g
8/ 7/
AF
LS
_E S5
.d w g
ES502
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
XX
X-
XX
-X
X
Partia l Plans fo r P
EXOTHERMIC WELD
COPPER CLAD STEEL
GROUND ROD 3/4" X 10'
FINISHED GRADE
BARE COPPER GROUNDING
CONDUCTOR
BARE COPPER GROUNDING
CONDUCTOR (WHERE
APPLICABLE)
ES503
GROUND ROD
ES503
TO GROUND RING
" M
IN
GG
COMMUNICATIONS
PAD
ENCLOSURE
3'-0"
GROUNDING RING, USE #1/0 BARE
COPPER CONDUCTOR.
CONDUCTOR SHALL BE NOT LESS
THAN 30" BELOW GRADE.
BOND PANELBOARD GROUND BAR
TO GROUND RING WITH #6 BARE
COPPER CONDUCTOR.
NOT TO SCALE
DETAIL
NOT TO SCALE
COMMUNICATIONS PAD GROUNDING PLAN
NEMA 3R LOADCENTER OR
MINI POWER ZONE
SI
TE
E
LE
C
TR
IC
AL
D
ET
AI
LS
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
8:
A M
2/
/1
Q :\0
M cG ui re A
TF
P\
C
AD
_B
IM
Sh ee ts
\1 5_
El ec
\A
FL
S_
ES
3.
dw gQ
:\0
M cG ui re
A
TF
P\ C
AD
_B
IM
Sh ee ts \1
5_ El ec \A
FL
S_
ES
3.
dw g
8/ 7/
AF
LS
_E S5
.d w g
ES503
XX
XX
XX
-X
X- X-
XX
XX
W
2D S-
-D
-0
R . C
LA
YT
O N
A.
D
AV
IS
J.
W
ED
EL
T.
A
LL
EN
AN
SI
D
RTA SUBMITTAL
AT
FP
A
IR
FI
EL
D F
LI
G
H T
LI
N
E
SE
C U
R
IT
Y
EN
H
AN
C
EM
EN
T
M C
G U
IR
E/
D
IX
/L
AK
EH
U
R
ST
, N
EW
J
ER
SE
Y
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
EW
Y
O R
K
F
ED
ER
AL
P
LA
ZA
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
FI
LE
N
AM
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
US Army Corps of Engineers
C
AT
EG
O
R Y
C O
D E
D
ES
C R
IP
TI
O N
Partia l Plans fo r P
GRADE
CONDUIT
EDGE OF ROADWAY
OR SIDEWALK
CONCRETE
POLE BASE
PROVIDE GROUND LUG IN HANDHOLE
AND BOND TO #6 GROUNDING
ELECTRODE CONDUCTOR SHOWN
IN POLE BASE DETAIL.
C. HUBBELL
D: APPROVED EQUAL
A
C
D B
HANDHOLE
SQUARE TAPERED SHAFT SHALL BE MADE FROM EXTRUDED HOT-ROLLED, CARBON STEEL ANCHOR
BASE SHALL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.