Package_1_-_P-650_Aircraft_Apron_and_Taxiway_-_Plans.pdf
PDF 31 MB Posted
- Attached to
- Aircraft Apron, Taxiway & Support Facilities
- Solicitation number
- W912DS18B0035
About this file
Package 1 - Plans
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
RD.
POND
HOWARD ST.
FI
R
R D.
PARKING
BUTTS
PLAZAST. MIHIEL
ST.
PA
RK
IN
G
A V E
FL
O R
ID
A
LEXINGTO
N A
VE.
LA
UN
DR
Y
R D
SAYLORS POND R
D.
PA
RK
IN
G
R D
ARGO
NNE
RD.
R D
PARKING
NEELY RD.
NORTH AVE.
W R
IG
H
TS
TO
W N
R
D .
COOKSTOWN RD.
PARKING
SAYLORS
PARKING
PARKING
BO
RD
EN
TO
W N
R D.
C
AVELL
ST.
ST.
EDITH
D R.
R
EM
O
UN
T R
D
CONCORD ST.
PARKING
PARKING
RUINS
SI
LV
ER
L
A .
LE
XINGTO
N A
VE.
PARKING
VI
CK
SB
UR
G
B E
RG
EN
PA
SS
AI
C
AV
E.
A V E
FL
O
R
ID
A
SA
N
JU
AN
AV
E .
A V E
ES
S E
X
A
VE
R
EM
O
U
NT
GETTYSBURG
AVE.
WATER
TOWER
R D .
A V E
RAMP R
D.
PARKING
PARKING
PARKINGPARKING
PKNG
AVE .
RECEPTION
AVE.
R D.
AIRFIELD
RD.
ANNEX
RD.
WAREHOUSE
R D.
RAMP
ST.
PARKING
PARKING
AIRFIELD RD.
W
ONNACOTT
AVE.
RD.
BROIDY
TEXAS
AVE.
NEELY
RD.
PARKING
EDITH
R
D
RD.
RUINS
PARKING
EW
J E
SE
Y
A
VE
R D.
FL
O
RI
DA
A
VE
PA
RK
IN
G
PARKING
PARKING
PK
NG
NORTH PLAZA
PARKING
PARKING
M
AR
Y L
AN
D
A
V E
E. 1ST ST.
T
WAREHOUSE R
D.
A
VE
PE
NN
SY
LV
AN
I A
D
EL
AW
AR
E
SEVER
AVE.
A
VE
PARKING
W. 1ST
ST.
SAW MILL RD.
ST.LOW
PARKING
PARKING
PARKING
PARKING
TANK
TANK
SUNRISE RD.
TEXAS AVE.
ALABAMA
AVE.
TENNESSEE
MEMPHIS
ST.
AVE.
SEVER
AV
E .
A L A B
A M A
TANK
TANK
TANK
TANK
TANK
TANK
TANK
SUNRISE
RD.
COLONIAL PLAZA
PARKING
NE
W
J
ER
SE
Y
A
VE
4TH ST.
OLD 4TH ST.
PA
RK
IN
G
PARKING
PARKING
PARKING
PARKING
PARKING
W
IN
FA
N
TR
Y R
D
E .
IN
FA
NT
RY
R
D
PKNG
PKNG
NEW
BURGH AVE.
A
VE
D
EL
AW
AR
E
ST.
E. 6TH
E. 10TH
ST.
E. 9TH
ST.
ST.8TH
AVE.
M
AR
YL
AN
D
PE
NN
SY
L V
AN
IA
A
VE
SOUTH SCOTT PLAZA
A
VE
PARKING
TANK
PARKING
PARKING
PKNG
PKNG
PKNG
PKNG
PARKING
PARKING
PARKING
PKNG
PK
NG
NASHVILLE
ST.
ST.
NORTH
AVE.
TRENTON
DOUG
HBOY
LOOP
ST.
AVE.
A
VE
AL
AB
AM
A
SOUTH SCOTT
PLAZA
"B
AV
EN
UE
C
A V
EN
UE
SEVER
AVE.
8TH
ALABAM
A
AVE.
TANKTANK
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING8TH ST.
GAS
POINTVILLE
RD.
ELB
E
ELBE
LO
OP
LO
OP
-FIR
S T.
ST .
ST.
POINTVILLE
RD.
FAIRFIELD
ST.
RD.
ST.
HARTFORD
AVE.
DOUGHBOY LOOP
M
ON
TP
EL
IE
R
LA
CO
NI
A
S T.
S T.
M
ON
TP
EL
IE
R
S T.
WATER
TOWER
ST
WEST
END PLAZA
NICK GRAND ST.
BALTIMORE ST.
AUGUSTA ST.
PKNG
AVE.
DOVER
ST.
PKNG
PKNG
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
M
ANHATTAN AVE.
ALBANY AVE.
12TH ST.
BUFFALO
AVE.
DO
UG
HBOY
LO
OP
DOUGHBOY
LO
OP
ST.
ERIE ST.
E. 1
8TH
TOWER
ST.
ALABAM
A
AVE.
E. 16TH
E. 17TH
ST.
E. 19TH
11TH
ST.
13TH
ST.
14TH
ST.
15TH
ST.
NEW
BURGH
AVE.
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
ST.
PHILADELPHIA
PENNSYLVANIA
AVE.
W.
16TH
ST.
13TH
ST.
ST.
12TH
CAM
DEN
AVE.
DO
UG
HBOY
LO
OP
ORLANDO
ST.
NEWPORT
ST.
NEW
JERSEY
AVE.
W.
9TH
ST.
W. 10TH
ST.
WEST END PLAZA
WEST END PLAZA
WEST END PLAZA
WEST END PLAZA
PKNG
PARKING
WEST END
PLAZA
PARKING
W. 10TH
RD.
PKNG
PKNG
PARKING
PARKING
E. 18TH ST.
JE
RS
EY
C
IT
Y
S T.
KI
NG
ST
ON
ST
NEW JERSEY
PKNG
ST.
PKNG
PKNG
PKNG
PKNG
ST.
E. 16TH
STATE ROUTE 68
STATE R
O
UTE 68
BERGEN
AVE.
AIRFIELD
CE NTER
ST.
SUPP LY
RD.
LOOP
ST.
CAMP
ST.
S TATION
ST.
RA NCOCAS
RD.
B URGI N RD.
FL
IN
T
SINGER
HARTY
W A C
RD
FORT
IX
RD.
DIX
DIX
D.
IX
JULIUSTOWN
JULIUSTOWN RD.
P
OINTVILLE
JULIUSTOWN
4TH ST
P UMP
ROAD
TE
CH
NO
L O
G Y
MILLVILLE
BASIN
RETENTION
PARKING LOT
TANK1
W. 9TH ST.
GULLY RD.
PRINCETON ST.
ORANGE ST.
NASSAU ST.
RHODE ISLAND RD.
RHODE ISLAND RD.
ALBANY AVE.
W. 16TH S
T.
CHURCH ST.
SOUTH GARAGE ST.
LEM
O
NTO
W
N R D
LEM
O
NTO
W
N R D
G
AS RD
RAILROAD AVE
PARKING
MELLY'S
WAY
PKNG
SNYDER LANE
D
ELA W
AR E
PARKING
TEXAS AVE.
TEXAS AVE.
PARKING
PARKING
WILLOW WAY
07 08 09
03 04
PARKING
PARKING
ADMIN. ST.
PA
RK
IN
G
TEXAS
JULIUSTOWN
BROWNS
MILLS
ROAD
POINTVILLE
RD.
RD.
P
OINTVILLE
G
AS RD
COATEE RUN
PARKING
L
L
L
L
LOCUST ST.
LOCUST ST.
ASH ST.
CEDAR ST.
FIR ST.
FIR ST.
FIR
S
T.
DOUGLA
S ST
GUM S
T.
H
EM
LO
CK ST.
JUNIPER
ST.
KALMIA
COURT
LO
CUST ST.
AS H S T.
ASH ST.
B IRC
H ST .
C
ED AR ST .
EL M
S T.
SYCAMORE ST.
POINTVILLE ROAD
POINTVILLE ROAD
BIRCH ST.
CEDAR ST.
ELM
ST.
FIR ST.
FILMORE ST.
FILMORE ST.
H
EM
LO
C
K ST.
REDWOOD ST.
JU
NIP E R
S T .
JU
NIPER
ST.
H
EM
LOC
K ST.
KARO
LASZ
COURT
MALENBROCK
AVE.
DIXON WAY
ANENIEROS
LANE
FR
OE
LIC
H
AV
E.
52065207
PARKING
3400 3300
01-99
-HIGHBRIDGE
U C
C O M M U N
IT
Y
C E N
TE
R
U C
M A
IN
T E N
AN
C E
F
AC
IL
IT
Y
P ERM
IT T O
AIR
F O
RC
E
OIL
TANK
USAF
PROPERTY
AM
EI
G H
AL
LE
Y
LIVING
LEGACY
PARK
FORT
DIX
ELEMENTARY
SCHOOL
MOTOR
POOL
WASTE
WATER
TREATMENT
FACILITY
MOTOR
POOL
AMEY'S
MOUNT
GEORGETOWN
ANCHERTOWN
BIRMINGHAM
E. MAIN ST.
LAKEHURST RD.
MONMOUTH RD
ROUTE 539
JOINT BASE
McGUIRE-DIX -
LAKEHURST
BORDERTOW
N RD.
MT. PLEASANT
RD.
CANTONMENT AREA
SITE LOCATION
TEXAS AVE.
FORT DIX RD.
STATE RT. 68
VISITOR'S GATE
1 2 3 4 5
D
C
B
A
US Army Corps of Engineers ®
D
C
B
A
DESIGNED BY:
DRAWN BY:
SCALE:
CHECKED BY:
CIVIL
ELECTRICAL
MECHANICAL
ARCHITECTURAL
ENERGY
PROJECT NO.
SHEET
DRAWING NO.
OF
DATE
CHIEF, ENGINEERING DIVISIONTIMOTHY L. GILSON
CONSTRUCTION REPRESENTATIVE
ENVIRONMENTAL
COMMUNICATIONS
FACILITY MAINTENANCE (MEO)
SECURITY
SAFETY AND HEALTH
INDUSTRIAL HYGIENIST USER
FIRE PROTECTION
APPROVED BY
12" = 1'-0"
ISSUE FOR CONSTRUCTION
3 DECEMBER 2018
JOINT BASE
McGUIRE-DIX-LAKEHURST, NEW JERSEY
P650; FY18 AIRCRAFT APRON, TAXIWAY & SUPPORT FACILITIES
(BUILDINGS 4420 & 4421)
P.SOUKAS
P.SOUKAS
G-001
3 DECEMBER 2018
COVER SHEET
1 135
NEW YORK DISTRICT
26 FEDERAL PLAZA ROOM 2109
NEW YORK, NY 10278
P650; FY18 AIRCRAFT APRON,
TAXIWAY & SUPPORT FACILITIES
(BUILDINGS 4420 & 4421)
SOLICITATION NUMBER : W912DS-18-B-0035
NEW YORK DISTRICT
26 FEDERAL PLAZA ROOM 2109
NEW YORK, NY 10278
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
TEL: 571-218-1000
FAX: 571-218-1600
NTSG-001
A2 VICINITY MAP
NTSG-001
A4 LOCATION MAP
N
NO DESCRIPTION DATE
US Army Corps of Engineers New York District ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
G-002
SH
EE
T
IN
D
EX
P6
; F Y1
AI
R C
R
AF
T
AP
R O
N , T
AX
IW
AY
S U
PP
O
R T
FA
C
IL
I T
IE
S
(B U
IL
D
IN
G
S
1) N
EW
Y
O R
K D
IS
TR
IC
T
F
E D
ER
AL
P
LA
ZA
O O
M
N
EW
Y O
R K, N Y
N . G
LE
BE
R
AD
U
IT
E
AR
LI
N G
TO
N
, V A
P.
SO
U
KA
S
P.
SO
U
KA
S
A.
G
H
AN
I
D
EC
EM
BE
R
W
2D S-
-B
-0
ISSUE FOR CONSTRUCTION
JO
IN
T B A
SE
M cG U
IR
E
- D
IX
-L
AK
EH
U
R S T
, N
EW
J
ER
SE
Y
SHEET INDEX
SHEET # SHEET ID SHEET TITLE
ELECTRICAL
119 E-001 ELECTRICAL LEGEND
120 E-002 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
121 ESD-101 PART ELECTRICAL SITE DEMOLITION PLAN
122 ESD-102 PART ELECTRICAL SITE DEMOLITION PLAN
123 ED-101 DEMOLITION WORK PLAN
124 ES-101 PART ELECTRICAL SITE PLAN
125 ES-102 PART ELECTRICAL SITE PLAN
126 E-101 AAS BUILDING (4421) POWER PLAN
127 E-102 AAS BUILDING (4421) LIGHTING PLAN
128 E-103 AAS BUILDING (4421) TELECOMMUNICATION PLAN
129 E-104 AAS BUILDING (4421) LIGHTNING PROTECTION PLAN
130 E-105 STORAGE BUILDING (4420) POWER & LIGHTING PLAN
131 E-501 AVIATION LIGHTING DETAILS
132 E-502 DETAILS- POLE MODIFICATIONS AND PADMOUNT TRANSFORMER
133 E-503 LIGHTING FIXTURE SCHEDULE
134 E-504 LIGHTING FIXTURE DETAILS
135 E-601 ELECTRICAL ONE LINE DIAGRAM AND PANEL SCHEDULE
Grand total: 135
SHEET INDEX
SHEET # SHEET ID SHEET TITLE
STRUCTURE
65 S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS, AND ABBREVIATIONS
66 S-002 GENERAL NOTES
67 S-101 SLAB AND FOUNDATION PLAN - AAS BUILDING (BLDG 4421)
68 S-102 ROOF FRAMING PLAN - AAS BUILDING (BLDG 4421)
69 S-111 SLAB AND FOUNDATION PLAN - STORAGE BUILDING (BLDG 4420)
70 S-501 TYPICAL DETAILS
71 S-510 AAS SECTIONS & DETAILS
72 S-511 STORAGE BUILDING SECTIONS & DETAILS
ARCHITECTURE
73 AD-100 DEMOLTION - EXISTING BUILDING
74 A-101 AAS BUILDING (4421) FLOOR PLAN
75 A-102 AAS BUILDING (4421) ROOF PLAN
76 A-103 AAS BUILDING (4421) REFLECTED CEILING PLAN
77 A-111 STORAGE BUILDING (4420) PLANS
78 A-112 STORAGE BUILDING (4420) REFLECTED CEILING PLAN
79 A-201 AAS BUILDING (4421) ELEVATIONS
80 A-211 STORAGE BUILDING (4420) ELEVATIONS
81 A-300 AAS BUILDING (4421) SECTION
82 A-301 AAS BUILDING (4421) WALL SECTIONS
83 A-302 AAS BUILDING (4421) CANOPY DETAILS
84 A-310 STORAGE BUILDING (4420) SECTION
85 A-311 STORAGE BUILDING (4420) WALL SECTIONS
86 A-401 TOILET ROOMS AND DETAILS
87 A-501 AAS BUILDING (4421) DETAILS
88 A-502 AAS BUILDING (4421) ROOF DETAILS
89 A-503 AAS BUILDING (4421) ROOF DETAILS
90 A-601 DOOR SCHEDULE AND DETAILS
91 A-602 WINDOW/ LOUVER DETAILS
92 A-603 PARTITION TYPES AND DETAILS
93 A-604 CASEWORK ELEVATIONS AND DETAILS
94 A-605 RECEPTION DESK PLAN AND ELEVATIONS
95 A-606 MILLWORK DETAILS
96 A-700 SIGNAGE SCHEDULE AND DETAILS
INTERIORS
97 I-101 AAS BUILDING (4421) FURNITURE FLOOR PLAN
98 I-110 AAS BUILDING (4421) FINISH PLAN
99 I-111 STORAGE BUILDING (4420) FINISH PLAN
100 I-601 FINISH MATERIAL & WINDOW TREATMENT SCHEDULES
101 I-611 ROOM FINISH SCHEDULE
FIRE PROTECTION
102 FA-001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
103 FA-100 AAS BUILDING (BUILDING 4421) FIRE ALARM PLAN
104 FA-101 STORAGE BUILDING (BUILDING 4420) FIRE ALARM PLAN
105 FA-500 FIRE ALARM DETAILS
106 FA-501 FIRE ALARM DETAILS
PLUMBING
107 P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS AND LEGEND
108 P-101 AAS BUILDING (4421) FLOOR PLAN
109 P-501 PLUMBING DETAILS
110 P-601 PLUMBING RISER DIAGRAMS
111 P-602 SCHEDULES
MECHANICAL
112 M-001 HVAC LEGEND
113 M-101 AAS BUILDING (4421) MECHANICAL HVAC PLAN
114 M-501 MECHANICAL DETAILS
115 M-502 MECHANICAL DIAGRAMS & SECTIONS
116 M-601 MECHANICAL SCHEDULES
117 M-701 HVAC CONTROL DIAGRAM
118 M-702 POINT FUNCTION SCHEDULE
SHEET INDEX
SHEET # SHEET ID SHEET TITLE
GENERAL
1 G-001 COVER SHEET
2 G-002 SHEET INDEX
3 G-003 GENERAL NOTES, ABBREVIATIONS
4 G-004 PHASING PLAN - PHASE 1
5 G-005 PHASING PLAN - PHASE 2
LIFE SAFETY
6 LS-001 CODE COMPLIANCE SITE PLAN
7 LS-100 AAS BUILDING (BUILDING 4421) LIFE SAFETY PLAN
8 LS-101 STORAGE BUILDING (BUILDING 4420) FIFE SAFETY PLAN
CIVIL
9 C001 CIVIL LEGEND AND ABBREVIATIONS
10 C002 CIVIL GENERAL NOTES
11 C003 INGRESS/EGRESS HAUL ROAD PLAN
12 C004 GEOTECHNICAL BORING LOGS
13 C005 GEOTECHNICAL BORING LOGS
14 C100 SURVEY INFORMATION
15 C101 OVERALL SITE EXISTING CONDITIONS PLAN
16 C102 SITE EXISTING CONDITIONS PLAN
17 C103 SITE EXISTING CONDITIONS PLAN
18 CD101 SITE DEMOLITION PLAN
19 CD102 SITE DEMOLITION PLAN
20 CS100 OVERALL SITE GEOMETRIC LAYOUT
21 CS101 SITE GEOMETRIC LAYOUT
22 CS102 SITE GEOMETRIC LAYOUT
23 CS210 UH-60 LAYOUT PLAN
24 CS211 CH-53/CH-47 LAYOUT PLAN
25 CS212 C-130 LAYOUT PLAN
26 CS213 AH-1Z/UH-1Y LAYOUT PLAN
27 CS301 PERMANENT SECURITY FENCE PLAN
28 CS310 PERMANENT SECURITY FENCE DETAILS
29 CS311 PERMANENT SECURITY FENCE DETAILS
30 CP101 SITE PAVEMENT PLAN
31 CP102 BID OPTIONS
32 CP201 JOINT LAYOUT PLAN
33 CP202 JOINT LAYOUT PLAN
34 CP203 JOINT ELEVATION PLAN
35 CP204 JOINT ELEVATION PLAN
36 CP205 JOINT ELEVATION PLAN
37 CP206 JOINT ELEVATION PLAN
38 CP301 PAVEMENT MARKING LAYOUT
39 CP302 PAVEMENT MARKING LAYOUT
40 CP500 PAVEMENT TYPICAL SECTIONS
41 CP510 JOINT DETAILS
42 CP511 JOINT DETAILS
43 CP520 PAVEMENT MARKING DETAILS
44 CP521 PAVEMENT MARKING DETAILS
45 CP530 MISCELLANEOUS DETAILS
46 CP531 MISCELLANEOUS DETAILS
47 CG100 OVERALL SITE GRADING AND DRAINAGE PLAN
48 CG101 SITE GRADING AND DRAINAGE PLAN
49 CG102 SITE GRADING AND DRAINAGE PLAN
50 CG201 STORM SEWER PROFILES
51 CG202 STORM SEWER PROFILES
52 CG203 STORM SEWER PROFILES
53 CG300 EROSION AND SEDIMENT CONTROL OVERALL PLAN
54 CG301 EROSION AND SEDIMENT CONTROL PLAN
55 CG302 EROSION AND SEDIMENT CONTROL PLAN
56 CG501 EROSION AND SEDIMENT CONTROL DETAILS
57 CU101 SITE UTILITY PLAN
58 CU201 SITE UTILITY PROFILES
59 CU202 SITE UTILITY PROFILES
60 CU203 SITE UTILITY PROFILES
61 CU500 SITE UTILITY DETAILS
62 CU501 SITE UTILITY DETAILS
63 CU502 SITE UTILITY DETAILS
64 CU503 SITE UTILITY DETAILS
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWING ABBREVIATIONS NUMBERING SYSTEM GENERAL NOTES
LEGEND
A-210
DISCIPLINE:
C - CIVIL
A - ARCHITECTURAL
M - MECHANICAL
E - ELECTRICAL
P - PLUMBING
S - STRUCTURAL
SERIES NUMBER
SHEET NUMBER WITHIN
SERIES
CONCRETE/ PRECAST
CONCRETE
SOIL
CMU
STONE
FIBERGLASS BATT
INSULATION
EXPANDED
POLYSTYRENE RIGID
INSULATION
EXTRUDED
POLYSTYRENE RIGID
INSULATION
POLYISOCYANURATE
RIGID INSULATION
GYPSUM BOARD
EXTERIOR GYPSUM
SHEATHING
EXTERIOR CEMENT
BOARD
COATED GLASS MAT
WATER RESISTANT
GYP BD
PLYWOOD
COVER BOARD
MATERIALS
ANNOTATION CALLOUTS/DRAWING SYMBOLS
CEILING SYMBOLS
A ---------------------
A LABEL CLASS A DOOR
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING
TILE
ADA AMERICANS WITH
DISABILITIES ACT
ADMIN ADMINISTRATION
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION
BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL
CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED
CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE
CEILING
AT/FP ANTITERRORISM/FORCE
PROTECTION
AVG AVERAGE
B ---------------------
B LABEL CLASS B DOOR
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BOS BOTTOM OF STEEL
BOT BOTTOM
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CATW CATWALK
CAV CAVITY
CD CONSTRUCTION
DOCUMENTS
CF CONTRACTOR
FURNISHED
CF/CI CONTRACTOR
FURNISHED/
CONTRACTOR
INSTALLED
CFE CONTRACTOR
FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CG CORNER GUARD
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLR COLOR
CMU CONCRETE MASONRY
UNIT
CDR CARD READER
COL COLUMN
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONT CONTINUE
COORD COORDINATE
COR CONTRACTING
OFFICER'S
REPRESENTATIVE
CORR CORRIDOR
CR CONTROL ROOM
CS CAST STONE
CTR CENTER
D ---------------------
D DEPTH
DBL DOUBLE
DEMO DEMOLITION
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DR DOOR
DS DOWNSPOUT
1i
GRID /
COLUMN LINE
DESIGNATOR
EQUIPMENT
NUMBER
DOOR NUMBER
EXIT LIGHT
INTERIOR
ELEVATION
1i
WALL TYPE
WINDOW TYPE
SECTION
Room name
ROOM
NAME/NUMBER
A101
1 Ref
A101
1 Ref
EXTERIOR
ELEVATION
1 REVISION TAG
A-101
1 SIM
PLAN, BLOW-
UP DETAIL
PLAN NORTH
NORTH
ARROW w/
TRUE NORTH
INDICATION
FLOOR LEVEL
& NAME
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ENTR ENTRANCE
EQ EQUAL
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER
CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR
ELEVATION
FGL FIBERGLASS
FIN FINISH
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLG FLOORING
FLR FLOOR
FO FACE OF
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED
GYPSUM
FRMG FRAMING
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
G ---------------------
GALV GALVANIZED
GFCI GOVERNMENT
FURNISHED
CONTRACTOR
INSTALLED
GFGI GOVERNMENT
INSTALLED FURNISHED
INSTALLED
BY GOVERNMENT
GFRG GLASS-FIBER-
REINFORCED GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
H ---------------------
HB HOSE BIBB
HDW HARDWARE
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL
SECTION
HSRU HIGH-SPEED ROLL-UP
HT HEIGHT
I ---------------------
IBC INTERNATIONAL
BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
JBMDL JOINT BASE MCGUIRE
DIX-LAKEHURST
K ---------------------
KPD KEYPAD
KPL KICKPLATE
L ---------------------
LAV LAVATORY
LBS POUND
LF LINEAR FEET (FOOT)
LIN LINEAR
LOC LOCATION
LR LOW ROOF
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MDF MEDIUM DENSITY
FIBERBOARD
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MISC MISCELLANEOUS
MO MASONRY
OPENING
MOD MODIFY
MTG MOUNTING
MTL METAL
MVBL MOVABLE
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE
PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION
COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OBI OPTIONAL BID ITEM
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PBD PARTICLEBOARD
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT PRESSURE TREATED
PTN PARTITION
PWR POWER
Q --------------------
QTY QUANTITY
2' x 2' ACT
CEILING
4' x 4' ACT
CEILING
1 HR FIRE
4 HR FIRE
2 HR FIRE
3 HR FIRE
FIRE RATED WALL SYMBOLS:
2 X 4 LIGHT
FIXTURE
2 x 2 LIGHT
FIXTURE
SUSP.
FLUORESCENT
LIGHT
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST AIR
GRILLE
Room Rm_Occupancy
150 SF
ROOM
OCCUPANCY
& AREA
R --------------------
RBR RUBBER
RC REINFORCED
CONCRETE
RCP REFLECTED CEILING
PLAN
RD ROOF DRAIN
REC RECESSED
REC RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL
(FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TD TRENCH DRAIN
TE TRANSPORTER
ENCLOSURE
TEL TELEPHONE
TEMP TEMPORARY
TFF TOP OF FINISH FLOOR
THK THICKNESS
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
U --------------------
UON UNLESS OTHERWISE
NOTED
V -------------------
VIF VERIFY IN FIELD
A101
SIM
Name Elevation
SHEET KEY NOTEA
1. SAFETY: CONSTRUCTION ACTIVITIES AND THE
COMPLETED CONSTRUCTION OF THE PROJECT
SHALL COMPLY WITH ALL APPLICABLE
SUBPARTS OF THE CURRENT OCCUPATIONAL
SAFETY AND HEALTH ACT (OSHA)
REGULATIONS 29, CODE OF FEDERAL
REGULATIONS (CFR) 1910 AND 1926, AND THE
CURRENT VERSION OF THE EM-385-1-1 SAFETY
AND HEALTH REQUIREMENTS MANUAL.
2. PREVENT DAMAGE: COORDINATE ALL WORK
WITH WEATHER CONDITIONS AND PROVIDE
TEMPORARY MEASURES TO ENSURE THAT
BUILDINGS REMAIN WATERTIGHT AT ALL
TIMES.
3. DAMAGE: DAMAGE TO THE EXISTING
BUILDINGS, GOVERNMENT PROPERTY, OR
GOVERNMENT EMPLOYEE PROPERTY CAUSED
BY THE CONTRACTOR SHALL BE IMMEDIATELY
REPORTED TO THE COR. SUCH DAMAGES
SHALL BE REPAIRED OR THE DAMAGED ITEMS
REPLACED WITH THE SAME PER GOVERNMENT
DIRECTION, AND AT NO COST TO THE
GOVERNMENT OR GOVERNMENT EMPLOYEES.
4. BUILDING AND LIFE SAFETY CODES: THE
COMPLETED CONSTRUCTION OF THE PROJECT
SHALL COMPLY WITH THE CODES &
REGULATIONS LISTED BELOW; AS WELL AS
APPLICABLE FEDERAL, STATE, LOCAL AND
DEPOT/BASE REGULATIONS:
• INTERNATIONAL BUILDING CODE 2015
• INTERNATIONAL MECHANICAL CODE 2015
• INTERNATIONAL PLUMBING CODE 2015
• UFC 1-200-01 GENERAL BUILDING
REQUIREMENTS
• UFC 1-300-01 CRITERIA FORMAT
STANDARD
• UFC 3-101-01 ARCHITECTURE
• UFC 3-120-10 INTERIOR DESIGN
• UFC 4-133-01 AIR TRAFFIC CONTROL & AIR
OPERATIONS FACILITY (SELECT PARTS)
• UFC 4-410-01 DOD MINIMUM
ANTITERRORISM STANDARDS
• ARCHITECTURAL BARRIERS ACT (ABA)
5. WORK PLANNING AND PHASING: PLANNING OF
CONSTRUCTION ACTIVITIES SHALL BE
COMPLETE IN ALL REGARDS. THE
CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS AND THE REQUIREMENTS OF THE
WORK IN SUCH DETAIL THAT PHASING AND
WORK PLANS ACCOMMODATE ALL CONDITIONS
AND WORK IN A MANNER ACCEPTABLE TO THE
COR.
6. CONTRACTOR VERIFICATION: ALL DIMENSIONS
AND CONDITIONS SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO BUILDING NEW
WORK OR FABRICATING WORK TO BE
INSTALLED TO ENSURE THAT ALL WORK IS
FULLY COORDINATED. IF DISCREPANCIES ARE
DISCOVERED BETWEEN FIELD CONDITIONS
AND DRAWINGS, OR BETWEEN DRAWINGS OF
OTHER DISCIPLINES, REPORT SUCH TO THE
COR IMMEDIATELY. DEVELOP A RESOLUTION
TO EACH POSSIBLE CONFLICT AS APPROVED
BY THE COR PRIOR TO PROCEEDING WITH THE
IMPACTED WORK.
7. MANUFACTURER'S DIRECTION: ALL WORK
SHALL COMPLY WITH MANUFACTURER'S
INSTALLATION DIRECTIONS FOR EACH
PRODUCT OR MATERIAL IF CONFLICTS ARISE
BETWEEN PROJECT REQUIREMENTS AND
MANUFACTURER'S DIRECTIONS, THE
CONTRACTOR IS TO REPORT SUCH TO THE
COR IMMEDIATELY. DEVELOP RESOLUTION TO
EACH POSSIBLE CONFLICT AS APPROVED BY
THE COR PRIOR TO PROCEEDING WITH THE
IMPACTED WORK.
8. SHOP DRAWINGS: SUBMISSIONS SHALL
INCLUDE THE COMPLETION OF ALL FIELD
VERIFICATION PRIOR TO THE PREPARATION OF
THE SUBMITTALS. COR OR A/E CANNOT FIELD
VERIFY CONDITIONS FOR THE CONTRACTOR.
COR OR A/E REVIEW OF SHOP DRAWINGS AND
RELATED SUBMISSIONS ASSUMES THAT THE
CONTRACTOR HAS ACCOUNTED FOR THE
FIELD CONDITIONS IN THE SUBMISSIONS. COR
OR A/E APPROVAL IS NOT VALIDATION THAT
FIELD CONDITIONS ARE ADDRESSED.
9. CLEAN UP: THE CONTRACTOR SHALL PROVIDE
DAILY CLEANUP OF ALL CONSTRUCTION
DEBRIS AS APPROVED BY THE COR. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
DISPOSAL OF ALL DEBRIS OFF OF THE DEPOTS
AND FOR PROVIDING APPROVED DUMPSTER.
10. DESIGN DRAWINGS: THE CONTRACTOR IS TO
UNDERSTAND ALL DRAWINGS COMPLETELY.
EACH ASPECT OF THE WORK MAY BE
INDICATED ON ONE DISCIPLINE OR INDICATED
ON MULTIPLE DISCIPLINES. REVIEW ALL
INFORMATION FROM ALL DISCIPLINES AND
COMPLETELY FIELD VERIFY ALL CONDITIONS
BEFORE IMPACTING EXISTING CONDITIONS OR
PROVIDING NEW WORK.
11. DRAWINGS SCALES: THE CONTRACTOR MAY
NOT SCALE THE DRAWINGS. ALL INFORMATION
ON THE DRAWINGS WHETHER DIMENSIONED,
OR NOT, IS TO BE FIELD VERIFIED BY THE
CONTRACTOR BEFORE COMMENCING THE
WORK AND BEFORE PROCURING OR
FABRICATING WORK TO BE INSTALLED.
CONTRACTOR'S FIELD VERIFICATION IS TO BE
INCORPORATED INTO ALL SUBMITTALS PRIOR
TO SUBMISSION.
12. ENVIRONMENTAL: LEAD-BASED PAINT AND
ASBESTOS-CONTAINING MATERIALS ARE
PRESENT AT BUILDING 4427. REFER TO
HAZMAT REPORT IN SPECIFICATION SECTION
01 35 29.13. IF SUSPECT MATERIAL IS
ENCOUNTERED, STOP WORK IN THAT AREA
AND NOTIFY COR.
US Army Corps of Engineers New York District ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
G-003
G
EN
ER
AL
N O
T E S, A B B
R
EV
IA
TI
O N
S
P6
; F Y1
AI
R C
R
AF
T
AP
R O
N , T
AX
IW
AY
S U
PP
O
R T
FA
C
IL
I T
IE
S
(B U
IL
D
IN
G
S
1) N
EW
Y
O R
K D
IS
TR
IC
T
F
E D
ER
AL
P
O
M
N
EW
Y O
R K, N Y
N . G
LE
BE
R
IT
E
AR
LI
N G
TO
N
, V A
P.
SO
U
KA
S
P.
SO
U
KA
S
A.
G
H
AN
I
D
EC
EM
BE
R
W
2D S-
-B
-0
ISSUE FOR CONSTRUCTION
JO
IN
T B A
SE
M cG U
IR
E
- D
IX
-L
AK
EH
U
R S T
, N
EW
J
ER
SE
Y
M
AR
K D
ES
C
R
IP
TI
O
N D
York District ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
G-004
PH
AS
IN
G
P
LA
N
PH
A S
E
P6
; F Y1
AI
R C
R
AF
T
AP
R O
N , T
AX
IW
AY
S U
PP
O
R T
FA
C
IL
I T
IE
S
(B U
IL
D
IN
G
S
1) N
EW
Y
O R
K D
IS
TR
IC
T
F
E D
ER
AL
P
O
M
N
EW
Y O
R K, N Y
N . G
LE
BE
R
IT
E
AR
LI
N G
TO
N
, V A
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
D
EC
EM
BE
R
W
2D S-
-B
-0
ISSUE FOR CONSTRUCTION
JO
IN
T B A
SE
M cG U
IR
E
- D
IX
-L
AK
EH
U
R S T
, N
EW
J
ER
SE
Y
M
AR
K D
ES
C
R
IP
TI
O
N D
York District ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
G-005
PH
AS
IN
G
P
LA
N
PH
A S
E
P6
; F Y1
AI
R C
R
AF
T
AP
R O
N , T
AX
IW
AY
S U
PP
O
R T
FA
C
IL
I T
IE
S
(B U
IL
D
IN
G
S
1) N
EW
Y
O R
K D
IS
TR
IC
T
F
E D
ER
AL
P
O
M
N
EW
Y O
R K, N Y
N . G
LE
BE
R
IT
E
AR
LI
N G
TO
N
, V A
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
D
EC
EM
BE
R
W
2D S-
-B
-0
ISSUE FOR CONSTRUCTION
JO
IN
T B A
SE
M cG U
IR
E
- D
IX
-L
AK
EH
U
R S T
, N
EW
J
ER
SE
Y
M
AR
K D
ES
C
R
IP
TI
O
N D
FROM PLAN 12" WTR LINE
FRO
M P
LAN
8"
WT
R L
INE
PLA
N
NASSAU AVENUE
4' D
EEP
4'
DEE
P
4' DEEP
NOT REFLEC
TED O
N ASB
UITS PROVIDED
EXISTING
FIRE HYDRANT
EXISTING FIRE
HYDRANT 4404
EXISTING FIRE
HYDRANT 4403
STO
RAG
E
BUILDING
AAS BUILDING
NEW
FIRE HYDRANT
.8
.8'
.8'
.8
1. MINIMUM SEPARATION DISTANCES BETWEEN BUILDINGS IS
30 FEET, PER IBC TABLE 602. THE FACILITIES SHOWN
EXCEED THE MINIMUM REQUIREMENT.
GENERAL NOTES
KEY NOTES
1 FIRE DEPARTMENT ACCESS LANE
2 INTENDED FIRE DEPARTMENT MAIN ENTRANCE TO FACILITY
3 FIRE FIGHTER ACCESS
4 IMAGINARY LOT LINE
WATERFLOW TEST DATA
TEST DATE: JULY 6, 2017
STATIC PRESSURE: 65 PSIG
RESIDUAL PRESSURE: 58 PSIG
748 GPMDISCHARGE FLOW:
GAUGE HYDRANT #: 4403
4404FLOW HYDRANT #:
US Army Corps of Engineers New York District ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
LS-001
C O
D E
C O
M P L
IA
N
C E
SI
T E
P
LA
N
P6
; F Y1
AI
R C
R
AF
T
AP
R O
N , T
AX
IW
AY
S U
PP
O
R T
FA
C
IL
I T
IE
S
(B U
IL
D
IN
G
S
1) N
EW
Y
O R
K D
IS
TR
IC
T
F
E D
ER
AL
P
O
M
N
EW
Y O
R K, N Y
N . G
LE
BE
R
IT
E
AR
LI
N G
TO
N
, V A
M . C
O N
N O
LL
Y
M . O
W
EN
S
J.
B
EA
LS
D
EC
EM
BE
R
W
2D S-
-B
-0
ISSUE FOR CONSTRUCTION
JO
IN
T B A
SE
M cG U
IR
E
- D
IX
-L
AK
EH
U
R S T
, N
EW
J
ER
SE
Y
1" = 50'-0"LS-001
A1 CODE COMPLIANCE SITE PLAN
025 0 1000000050 00 500
SCALE: 1"=50'-0"
N
M
AR
K D
ES
C
R
IP
TI
O
N D
A.
B.
C.
D.
E.
F.
G.
XX
XX
XX
USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON)
BUSINESS (100 GROSS)
ASSEMBLY WITHOUT FIXED SEATING (15 NET)
STORAGE (500 GROSS)
TRAVEL DISTANCE (MEASURED IN FEET)
COMMON PATH (MEASURED IN FEET)
DEAD END CORRIDOR (MEASURED IN FEET)
EGRESS CAPACITY
W = EXIT CAPACITY FACTOR (IN/PERSON)
X = OCCUPANTS USING EXIT (PERSONS)
Y = EXIT CAPACITY (PERSONS)
Z = EXIT CLEAR WIDTH (IN)
WALL MOUNTED EXIT SIGN, SHADED
AREA INDICATES NUMBER OF FACES,
DIRECTION ARROWS AS INDICATED
1 HOUR FIRE BARRIER
W
Z
X
Y
CP = XX
TD = XX
DE = XX
APPLICABLE CODES:
- INTERNATIONAL BUILDING CODE (2015 EDITION)
- NFPA 70, NATIONAL ELECTRICAL CODE (2017 EDITION)
- NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE
(2016 EDITION)
- NFPA 101, LIFE SAFETY CODE (2015 EDITION)
- UFC 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING
FOR FACILITIES, CHANGE 1, 28 NOVEMBER 2016
- UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION
SYSTEMS, CHANGE 1, JANUARY 2010
CONSTRUCTION TYPE: II-B (601 & 602.2)
OCCUPANCY: NON-SEPARATED MIXED-USE (508.3)
BUSINESS (GROUP B) (304.1)
SPRINKLERED: NO
FIRE ALARM: YES
ALLOWABLE HEIGHT: 3 STORIES / 55 FT (TABLE 504.4 AND 504.3)
ACTUAL HEIGHT: 1 STORY / 16 FT
ALLOWABLE AREA: 23,000 SQFT (TABLE 506.2)
ACTUAL AREA: 2,100 SQFT
SINCE THE ACTUAL HEIGHT AND AREA ARE
LESS THAN THE ALLOWABLE HEIGHT AND
AREA FOR THE GROUP B OCCUPANCY,
TYPE II-B CONSTRUCTION IS PERMITTED.
REQUIRED FIRE
RESISTANCE RATINGS:
BUILDING ELEMENT FIRE RESISTANCE RATING
STRUCTURAL FRAME 0 HOUR
BEARING WALLS
EXTERIOR 0 HOUR
INTERIOR 0 HOUR
NONBEARING WALLS/
PARTITIONS
EXTERIOR 0 HOUR
INTERIOR 0 HOUR
FLOOR CONSTRUCTION 0 HOUR
ROOF CONSTRUCTION 0 HOUR
MECHANICAL ROOM INTERIOR WALL: 0 HOUR
EGRESS
REQUIREMENTS: BASED ON NFPA 101 PER UFC 3-600-01. MEANS
OF EGRESS REQUIREMENTS ARE BASED ON
BUSINESS OCCUPANCY DUE TO
NON-SEPARATED MIXED USE PROVISIONS.
MAXIMUM TRAVEL DISTANCE: 200 FEET (BUSINESS)
MAXIMUM DEAD-END: 20 FEET (BUSINESS)
MAXIMUM COMMON PATH: 75 FEET (BUSINESS)
BUILDING CODE SUMMARY
LIFE SAFETY SYMBOLS
240 SF
READY ROOM
115 SF
WORK ROOM
89 SF
MECH
TOILET ROOM
TOILET ROOM
CORRIDOR
LOBBY
FIELD OPS
FLIGHT
OPERATIONS
OFFICER
39 SF
CLOSET
33 SF
CLOSET
67 SF
TELE
A.1 A.6A.5A.2
A.A
A.C
A.B
RADIO
12 SF
JC
0.2
0.2
0.21
TD=62
DE=17
CP=30
CP=46
TD
=5
1,505 SF
A.3 A.4FE
FIRE EXTINGUISHER WITHIN
SEMI-RECESSED
CABINET; HEIGHT OF
EXTINGUISHER HANDLE 42" AFF
0.222
US Army Corps of Engineers New York District ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
LS-100
AA
S
BU
IL
D
IN
G ( B
U
IL
D
IN
G
1)
L
IF
E
SA
F E
TY
P
LA
N
P6
; F Y1
AI
R C
R
AF
T
AP
R O
N , T
AX
IW
AY
S U
PP
O
R T
FA
C
IL
I T
IE
S
(B U
IL
D
IN
G
S
1) N
EW
Y
O R
K D
IS
TR
IC
T
F
E D
ER
AL
P
O
M
N
EW
Y O
R K, N Y
N . G
LE
BE
R
IT
E
AR
LI
N G
TO
N
, V A
M . C
O N
N O
LL
Y
M . O
W
EN
S
J.
B
EA
LS
D
EC
EM
BE
R
W
2D S-
-B
-0
ISSUE FOR CONSTRUCTION
JO
IN
T B A
SE
M cG U
IR
E
- D
IX
-L
AK
EH
U
R S T
, N
EW
J
ER
SE
Y
1/4" = 1'-0"LS-100
A1 LIFE SAFETY FLOOR PLAN - AAS
02 4 8134
SCALE: 1/4"=1'-0"
PLAN
NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
STORAGE
S100
S.1 S.2 S.3
S.A
S.B
0.2
0.2
TD=48TD=48
FE
FIRE EXTINGUISHER
ON-HOOK; HEIGHT
OF EXTINGUISHER
HANDLE 42" AFF
FE
FIRE EXTINGUISHER ON-HOOK;
HEIGHT OF EXTINGUISHER
HANDLE 42" AFF
A.
B.
C.
D.
E.
F.
XX
USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON)
STORAGE (500 GROSS)
TRAVEL DISTANCE (MEASURED IN FEET)
COMMON PATH (MEASURED IN FEET)
DEAD END CORRIDOR (MEASURED IN FEET)
EGRESS CAPACITY
W = EXIT CAPACITY FACTOR (IN/PERSON)
X = OCCUPANTS USING EXIT (PERSONS)
Y = EXIT CAPACITY (PERSONS)
Z = EXIT CLEAR WIDTH (IN)
WALL MOUNTED EXIT SIGN, SHADED
AREAINDICATES NUMBER OF FACES,
DIRECTION ARROWS AS INDICATED
W
Z
X
Y
CP = XX
TD = XX
DE = XX
APPLICABLE CODES:
- INTERNATIONAL BUILDING CODE (2015 EDITION)
- NFPA 13, STANDARD FOR THE INSTALLATION OF
SPRINKLER SYSTEMS (2016 EDITION)
- NFPA 70, NATIONAL ELECTRICAL CODE (2017 EDITION)
- NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE
(2016 EDITION)
- NFPA 101, LIFE SAFETY CODE (2015 EDITION)
- UFC 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING
FOR FACILITIES, CHANGE 1, 28 NOVEMBER 2016
- UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION
SYSTEMS, CHANGE 1, JANUARY 2010
CONSTRUCTION TYPE: II-B (601 & 602.2)
OCCUPANCY: NON-SEPARATED SINGLE-USE;
STORAGE (GROUP S-2) (311.3)
SPRINKLERED: NO
FIRE ALARM: YES
ALLOWABLE HEIGHT: 3 STORIES / 55 FT (TABLE 504.4 AND 504.3)
ACTUAL HEIGHT: 1 STORY / 16 FT
ALLOWABLE AREA: 26,000 SQFT (TABLE 506.2)
ACTUAL AREA: 1,500 SQFT
SINCE THE ACTUAL HEIGHT AND AREA ARE
LESS THAN THE ALLOWABLE HEIGHT AND
AREA FOR THE GROUP S-2 OCCUPANCY,
TYPE II-B CONSTRUCTION IS PERMITTED.
REQUIRED FIRE
RESISTANCE RATINGS:
BUILDING ELEMENT FIRE RESISTANCE RATING
STRUCTURAL FRAME 0 HOUR
BEARING WALLS
EXTERIOR 0 HOUR
INTERIOR 0 HOUR
NONBEARING WALLS/
PARTITIONS
EXTERIOR 0 HOUR
INTERIOR 0 HOUR
FLOOR CONSTRUCTION 0 HOUR
ROOF CONSTRUCTION 0 HOUR
EGRESS
REQUIREMENTS: BASED ON NFPA 101 PER UFC 3-600-01. MEANS
OF EGRESS REQUIREMENTS ARE BASED ON
STORAGE OCCUPANCY.
MAXIMUM TRAVEL DISTANCE: 200 FEET (STORAGE)
MAXIMUM DEAD-END: 50 FEET (STORAGE)
MAXIMUM COMMON PATH: 50 FEET (STORAGE)
MINIMUM DOOR EGRESS WIDTH: 32 INCHES
BUILDING CODE SUMMARY
LIFE SAFETY SYMBOLS
US Army Corps of Engineers New York District ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
LS-101
ST
O
R
AG
E
BU
IL
D
IN
G
(B U
IL
D
IN
G
0) F
IF
E
SA
F E
TY
P
LA
N
P6
; F Y1
AI
R C
R
AF
T
AP
R O
N , T
AX
IW
AY
S U
PP
O
R T
FA
C
IL
I T
IE
S
(B U
IL
D
IN
G
S
1) N
EW
Y
O R
K D
IS
TR
IC
T
F
E D
ER
AL
P
O
M
N
EW
Y O
R K, N Y
N . G
LE
BE
R
IT
E
AR
LI
N G
TO
N
, V A
M . C
O N
N O
LL
Y
M . O
W
EN
S
J.
B
EA
LS
D
EC
EM
BE
R
W
2D S-
-B
-0
ISSUE FOR CONSTRUCTION
JO
IN
T B A
SE
M cG U
IR
E
- D
IX
-L
AK
EH
U
R S T
, N
EW
J
ER
SE
Y
1/4" = 1'-0"LS-101
A1 LIFE SAFETY FLOOR PLAN - STORAGE
02 4 8134
SCALE: 1/4"=1'-0"
PLAN
NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
York District ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I '
D
FI
LE
N A
M E
IS
S
U E
D A
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N U
M B
E R
D
C
B
A
/1
5/
W
2Q R
-1 6-
D -0
P
0;
F
Y
A
IR
C R
A
FT
A P
R O
N , T
A X
IW
A
Y
S U
P P
O R
T
FA
C
IL
IT
IE
S (B
U
IL
D
IN
G S
1)
JO
IN
T B
A S
E M cG U
IR
E
-D
IX
-L A
K E
H U
R T, N E
W J
E R
S E
Y
N E
W Y
O R
K D
IS
TR
IC
T
F
E D
E R
A L
P
LA
ZA
R
O O
M
N E
W Y
O R
K , N
Y
N . G
LE
B
E R
O A
D S
U
IT
E
A
R
LI
N G
TO
N
, V A
SHEET 135OF
100% SUBMITTAL
C
IV
IL
L
E G
E N
D A
N D
A B
B R
E V
IA
TI
O N
S
C001
D . T
IR
O
N A
LEGEND
EXISTING PROPOSED
E E E E
UNDERGROUND
ELECTRICAL E E E E
COMMUNICATION
GAS
W WATER W
SAN SAN SANITARY
STORM DRAIN
LIMITS OF DISTURBANCE
CHAIN LINK FENCE
SANITARY FORCEMAIN
CONCRETE
ASPHALT PAVEMENT
APRON SHOULDER
SURVEY LEGEND
DEMO AND REMOVE CONCRETE
DEMO AND REMOVE BUILDING
A
@ AT
AAS ARMY AVIATION SUPPORT BUILDING
AC ACRES
ASPH ASPHALT
AT/FP ANTI-TERRORISM/FORCE PROTECTION
AWWA AMERICAN WATER WORKS ASSOCIATION
B
BM BENCH MARK
BW BOTTOM OF WALL
C
C/O OR CO CLEANOUT
COR CONTRACTING OFFICER
C&G CURB AND GUTTER
CHH COMMUNICATION HAND HOLE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CONN. CONNECT
COR CONTRACTING OFFICER'S REPRESENTATIVE
D
DIP DUCTILE IRON PIPE
DPW DEPARTMENT OF PUBLIC WORKS
E
E EAST OR EASTING
ELEC. ELECTRICAL
EMH ELECTRICAL MANHOLE
EP EDGE OF PAVEMENT
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EX EXISTING
F
F.D. FOUNDATION DRAIN
FH FIRE HYDRANT
FD FOUNDATION
FM FORCEMAIN
H
HP HIGH POINT
I
IN INCH OR INCHES
INV INVERT
J
JBMDL JOINT BASE MCGUIRE, DIX, LAKEHURST
L
LAT LATERAL
LP LOW POINT
M
M METER
MAG MARINE AIR GROUP
MH MANHOLE
N
NAVFAC NAVAL FACILITIES ENGINEERING COMMAND
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
O
O/W OIL/WATER
OBI OPTIONAL BID ITEM
P
PIV POST INDICATOR VALVE
PRVS PREVIOUS
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R
RCP REINFORCED CONCRETE PIPE
S
SAN SANITARY
SD STORM DRAIN
SEW. SEWER
STM STORM
STR STRUCTURE
SWM STORMWATER MANAGEMENT
T
TBR TO BE REMOVED (BY CONTRACTOR)
TC TOP OF CURB
TF TOP OF FRAME
TOS TOP OF STRUCTURE
TW TOP OF WALL
TYP TYPICAL
U
UGE UNDERGROUND ELECTRICAL
UNDG UNDERGROUND
UNK UNKNOWN
USACE US ARMY CORPS OF ENGINEERS
ABBREVIATIONS
TOPOGRAPHIC CONTOUR
EXTENT OF DEMOLITION
DEMO AND REMOVE ASPHALT PAVEMENT
D . T
IR
O
N A
R . C
R O
W
LE
Y
ACCESSIBLE SPACE
AIR CONDITIONER
BENCHMARK
CATCH BASIN - ROUND
CATCH BASIN - SQUARE
CONIFEROUS TREE
ELECTRIC MANHOLE
ELECTRIC METER
FLAG
GAS METER
GAS VALVE
GUY ANCHOR
HYDRANT
LIGHT POLE
EDGE OF TREES/BRUSH
CENTERLINE ROAD/TAXIWAY
STORM PIPES, OBSERVED INVERTS
UNDERGROUND ELECTRIC, OBSERVED MARKINGS
FENCE, MATERIAL AND HEIGHT DENOTED ON LINE
UNDERGROUND GAS, OBSERVED MARKINGS, NO PLANS
OVERHEAD WIRES (ELEC/TELE/CABLE/ETC)
UNDERGROUND UTITLIES MARKED WITH GPR
SANITARY PIPES, FROM OBSERVED INVERTS
UNDERGROUND COMMUNICATIONS, OBSERVED MARKINGS
WATER PIPES, OBSERVED MARKINGS
MANHOLE
MONITORING WELL
POST
POST INDICATOR VALVE
POWER POLE
POWER-LIGHT POLE
SANITARY MANHOLE
SIGN - DOUBLE POST
SIGN - SINGLE POST
SPOT ELEVATION
MISCELLANEOUS
DOWNSPOUT
GPR FLAG
TELEPHONE MANHOLE
TREE
WATER HAND HOLE
WATER SHUTOFF
FORCE MAIN FROM PLAN
Wx Wx WATER FROM PLAN
FIRE FROM PLAN
WATER FIXTURE FROM PLAN
EXPANSION JOINTS
STORM RELATED FROM PLAN, UNKNOWN IF BUILT
FROM PLAN, POSSIBLE UNDERDRAIN, UNKNOWN IF BUILT
DEMOLITION LEGEND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AC
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text
GV
AutoCAD SHX Text
WHH
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text W
TironaD Text Box
3 DECEMBER 2018
TironaD Text Box
W912DS-18-B-0035
TironaD Text Box
TironaD Text Box
SHEET 9 OF 135
ISSUE FOR CONSTRUCTION
TironaD Stamp
York District ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I '
D
FI
LE
N A
M E
IS
S
U E
D A
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N U
M B
E R
D
C
B
A
/1
5/
W
2Q R
-1 6-
D -0
P
0;
F
Y
A
IR
C R
A
FT
A P
R O
N , T
A X
IW
A
Y
S U
P P
O R
T
FA
C
IL
IT
IE
S (B
U
IL
D
IN
G S
1)
JO
IN
T B
A S
E M cG U
IR
E
-D
IX
-L A
K E
H U
R T, N E
W J
E R
S E
Y
N E
W Y
O R
K D
IS
TR
IC
T
F
E D
E R
A L
P
LA
ZA
R
O O
M
N E
W Y
O R
K , N
Y
N . G
LE
B
E R
O A
D S
U
IT
E
A
R
LI
N G
TO
N
, V A
SHEET 135OF
100% SUBMITTAL
C
IV
IL
G
E N
E R
A L
N O
TE
S
C002
CIVIL SITE DEMOLITION NOTESCIVIL GENERAL NOTES SITE UTILITY NOTES
1. LIMITS AND ITEMS SHOWN FOR REMOVAL ARE BASED ON BEST AVAILABLE RECORD MAPPING AND THE TOPOGRAPHIC SURVEY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY ITEMS NOT SHOWN WITHIN THE LIMITS OF CONSTRUCTION NECESSARY TO COMPLETE THE REQUIRED WORK. ITEMS DAMAGED OR REQUIRING REMOVAL DURING CONSTRUCTION SHALL BE REPLACED TO MEET AND/OR EXCEED THEIR ORIGINAL EXISTING CONDITION.
2. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND CONSTRUCTION MATERIAL IN AN APPROVED OFF-SITE WASTE
DISPOSAL FACILITY.
3. THE CONTRACTOR SHALL SAW CUT PAVEMENT FOR ANY UTILITY REMOVAL OR INSTALLATION UNDER PAVED
SURFACES.
4. THE CONTRACTOR SHALL EXCAVATE ALL TRENCHES TO INDICATED GRADIENTS, LINES, DEPTHS, AND ELEVATIONS.
THE CONTRACTOR SHALL TAKE EXTRA CARE WHILE EXCAVATING TRENCHES AROUND EXISTING UTILITIES AND SHALL ENSURE PROTECTION OF ALL UTILITIES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL HAND EXCAVATE AS NECESSARY TO AVOID ANY POTENTIAL DAMAGE. CONTRACTOR SHALL ALSO UTILIZE TRENCH BOXES AND/OR TRENCH SHEETING OR SHORING AS REQUIRED TO PROTECT EXISTING SITE FEATURES, UTILITIES, AND TO ADHERE TO THE
TRENCH WIDTH DIMENSIONS INDICATED ON DETAIL SHEETS.
5. COORDINATE LIMITS OF REMOVAL WITH SITE LAYOUT, SITE GRADING AND SITE UTILITY PLANS.
6. COORDINATE LIMITS OF DISTURBANCE WITH SITE GRADING AND SITE UTILITY PLANS.
8. TEST PITS ARE TO BE DUG BEFORE CONSTRUCTION TO DETERMINE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE FOUND TO BE IN CONFLICT WITH PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY.
7. ANY UTILITIES SHOWN TO BE REMOVED OR ABANDONED IN PLACE ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.
CONTRACTOR SHALL NOTIFY AND SCHEDULE ANY INTENDED UTILITY INTERRUPTIONS WITH THE COR PRIOR TO
WORK.
8. CONTRACTOR SHALL SAW CUT ALL CURBS, ASPHALT, AND CONCRETE TO ITS FULL DEPTH WHERE DEMOLITION WORK
STARTS AND ENDS.
9. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION WHERE NEW CURB, CONCRETE, AND ASPHALT MEET EXISTING.
10. ALL UTILITIES MARKED TO BE REMOVED IN PLACE ARE TO REMAIN IN SERVICE UNTIL NEW UTILITIES ARE INSTALLED.
11. ALL UTILITIES WITHIN THE PROJECT SITE ARE OWNED, OPERATED, AND MAINTAINED BY JBMDL PUBLIC WORKS. ALL UTILITIES SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH JBMDL PUBLIC WORKS. CONTRACTOR SHALL NOT DISCONNECT OR INTERRUPT ANY UTILITY
SERVICE WITHOUT PRIOR WRITTEN PERMISSION FROM THE COR.
12. ALL EXISTING BUILDINGS BEING DEMOLISHED WILL ALSO REQUIRE THE FOUNDATION AND SUPPORTING STRUCTURES BE REMOVED. SEVER AND CAP ASSOCIATED UTILITIES TO A MINIMUM OF 5 FEET BEYOND FOUNDATION.
13. TERMINATE REMOVAL OF OVERHEAD UTILITY LINES AT NEAREST POLE OUTSIDE OF LIMITS OF DISTURBANCE. REMOVE
ALL POLES ASSOCIATED WITH OVERHEAD LINE REMOVAL. SEE ELECTRICAL DRAWINGS.
14. PRIOR TO THE REMOVAL OF ANY OVERHEAD OR UNDERGROUND ELECTRICAL LINES, CONTRACTOR VERIFY THAT THE LINES TO BE REMOVE ARE NOT ENERGIZED OR IN SERVICE. NOTIFY COR IMMEDIATELY BEFORE PROCEEDING WITH
ANY REMOVAL OF ELECTRICAL LINES. SEE ELECTRICAL DRAWINGS.
1. TOPOGRAPHIC INFORMATION IS BASED ON A FIELD RUN SURVEY BY MUXLOW SURVEY, COMPLETED AUGUST 2017. THE
FIELD RUN SURVEY IS SUPPLEMENTED BY MAPPING DATA PROVIDED BY USACE AND JBMDL.
2. ALL NORTH ARROWS DELINEATED ARE REFERENCED TO NEW JERSEY STATE PLANE NAD 83.
3. VERTICAL DATUM IS NAVD88. THE CONTOUR INTERVAL IS ONE FOOT.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND TO
NOTIFY THE COR IF FIELD CONDITIONS DIFFER.
5. ALL CONSTRUCTION SHALL CONFORM TO THE PROJECT SPECIFICATIONS, CURRENT NJDOT, NJDEQ, AND NAVFAC STANDARDS. DEVIATION FROM THESE STANDARDS AND SPECIFICATIONS SHALL FIRST BE APPROVED BY THE COR.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR REPAIRING ANY DAMAGES WHICH OCCUR BY FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. DURING CONSTRUCTION OPERATIONS, IF UTILITIES OTHER THAN THOSE SHOWN HEREIN ARE ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR AND TAKE THE NECESSARY STEPS TO PROTECT THE UTILITY AND
ENSURE THE CONTINUANCE OF SERVICE.
7. CONTRACTOR SHALL CONTACT NEW JERSEY ONE (811 OR 800-272-1000) AND COORDINATE WITH USACE AND PUBLIC WORKS PERSONNEL FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES. EXISTING UTILITIES NOT SHOWN IN THESE
DRAWINGS MAY EXIST.
8. FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE COR. PERFORM A SITE VISIT AND BECOME FAMILIAR WITH THE SITE CONDITIONS PRIOR TO
BIDDING.
9. IT IS EXPECTED THAT THE ACTUAL LOCATION OF EXISTING UTILITIES MAY VARY FROM THAT SHOWN ON THE PLANS.
VARIATIONS IN LOCATION AND DEPTH SHALL BE BROUGHT TO THE ATTENTION OF THE COR IMMEDIATELY SO THAT THE LOCATION OF THE UTILITIES MAY BE CHECKED WITH THE PROPOSED DESIGN. NOTIFY COR PRIOR TO ANY WORK
COMMENCING FOR ANY EXCAVATION OR DIG PERMIT.
10. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM JBMDL PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DIG PERMIT
WILL PROVIDE ADDITIONAL CONTACT INFORMATION REGARDING EXISTING FACILITIES.
11. IF ANY POTABLE WATERLINES ARE DAMAGED DURING CONSTRUCTION, IMMEDIATELY NOTIFY THE COR. DISINFECT ALL NEW WATERLINES AND ANY REMAINING LINES WHICH DO NOT REMAIN FULLY PRESSURIZED DURING CONSTRUCTION OR
CONNECTION IN ACCORDANCE WITH STATE AND LOCAL CRITERIA.
12. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND OTHER EQUIPMENT PRIOR TO ENTERING JBMDL ROADWAYS. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR
ALLAY DUST AND TO ENSURE THAT STREETS ARE KEPT CLEAN AND DUST FREE AT ALL TIMES.
13. ALL LAND WHICH IS DISTURBED BY THIS DEVELOPMENT, AND WHICH IS NOT BUILT UPON OR PAVED, SHALL BE ADEQUATELY STABILIZED WITH PERMANENT VEGETATION TO CONTROL EROSION AND SEDIMENTATION IN CONFORMANCE
NEW JERSEY EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS.
14. GRADES SHOWN DENOTE TOP OF FINISHED GRADE UNLESS OTHERWISE STATED ON TYPICAL SECTIONS OR PLANS.
15. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS DURING
CONSTRUCTION AND AT FINAL GRADING AND STABILIZATION.
16. ROADWAYS MAY NOT BE BLOCKED SUCH THAT EMERGENCY VEHICLE ACCESS IS HINDERED IN ANY WAY. MAINTENANCE AND PROTECTION OF ALL TRAFFIC SHALL BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MAINTENANCE OF TRAFFIC PLANS SHALL BE PROVIDED TO THE COR FOR REVIEW
AND APPROVAL PRIOR TO STARTING CONSTRUCTION.
17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FROM JBMDL DEPARTMENT OF PUBLIC WORKS PERMITS ASSOCIATED WITH CONSTRUCTION AND LAND CLEARING FOR THIS PROJECT BEFORE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. THIS INCLUDES DIG PERMITS FOR TEST PITS OR INTRUSIVE TESTING FOR UTILITY LOCATIONS.
18. THE WATER DISTRIBUTION SYSTEM IS OPERATED AND MAINTAINED BY JBMDL DEPARTMENT OF PUBLIC WORKS. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE PUBLIC WORKS DEPARTMENT AND THE COR PRIOR TO ALL CONSTRUCTION ASSOCIATED WITH THE CONSTRUCTION OF THE SANITARY SEWER LIFT STATION AND FORCE MAIN .
CONTRACTOR IS ALSO REQUIRED TO COORDINATE WITH THE PUBLIC WORKS DEPARTMENT AND THE COR FOR THE
CLOSURE OR OPENING OF VALVES.
19. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AS REQUIRED AND IN COORDINATION WITH THE COR
DURING CONSTRUCTION.
20. CONTRACTOR STAGING AND LAYDOWN AREA WILL BE COORDINATED DURING THE PRE-CONSTRUCTION MEETING.
21. NEW SECURITY FENCE INSTALLATION AND LOCATION TO BE COORDINATED WITH THE CURRENT DEVELOPING SECURITY
FENCE UPGRADE PROJECT. FINAL SECURITY FENCE LOCATION TO BE COORDINATED WITH COR.
22. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE PROJECT AREA SHALL BE FREE OF DEBRIS AND UNUSED
MATERIAL. ALL DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED.
23. MAINTAIN TRAFFIC (VEHICULAR AND PEDESTRIAN) ACCESS TO ALL SITE FACILITIES.
24. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS OTHERWISE INDICATED. MAINTAIN
POSITIVE DRAINAGE AWAY FROM ALL BUILDING WALLS AND DOORS.
1. NO WATER MAIN VALVES ARE TO BE CLOSED PRIOR TO JBMDL PUBLIC WORKS NOTIFICATION. OPERATION OF THE MAIN VALVE AT THE CONNECTION TO TRANSMISSION MAIN REQUIRES PRIOR NOTIFICATION TO JBMDL PUBLIC WORKS.
2. VERTICAL AND HORIZONTAL CHANGE OF DIRECTIONS OF WATER AND SEWER LINES SHALL BE MADE WITH BENDS AS INDICATED ON UTILITY PLAN AND PROFILES. CONTRACTOR MAY DEFLECT PIPE AS LONG AS DEFLECTION ANGLE DOES
NOT EXCEED THAT SPECIFIED BY PIPE AND/OR JOINT MANUFACTURER.
3. CONTRACTOR SHALL CONSTRUCT ALL SANITARY AND STORM GRAVITY SEWERS BEGINNING AT THE MOST
DOWNSTREAM LOCATION AND CONSTRUCT UPSTREAM.
4. CONTRACTOR SHALL DIG TEST PITS AT ALL UTILITY TIE IN LOCATIONS AND EXISTING UTILITY CROSSINGS TO VERIFY EXISTING INVERT INFORMATION, PIPE SIZES, AND MATERIALS. IF FINDINGS DIFFER FROM WHAT IS SHOWN ON PLANS, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY, PRIOR TO ANY
CONSTRUCTION.
5. PROVIDE A MINIMUM OF 42 INCHES COVER OVER ALL WATER MAINS.
6. PROVIDE 45° VERTICAL BENDS TO ROUTE WATER LINES BENEATH OTHER UTILITIES WHERE THERE IS A CONFLICT, AS
REQUIRED.
7. CONTRACTOR SHALL REROUTE AND RELOCATE ANY UTILITIES IMPACTED BY CONSTRUCTION AS NECESSARY TO
MAINTAIN PROPER COVER AND SERVICE OF EXISTING UTILITIES AFTER FINAL GRADING.
8. ALL FIRE HYDRANTS INSTALLED ALONG EXISTING AND PROPOSED TRAVELWAYS SHALL BE PROTECTED WITH
BOLLARDS.
9. PROVIDE NECESSARY ADAPTERS TO TRANSITION BETWEEN DIFFERENT PIPE SIZES AND MATERIALS SHOWN ON
PLUMBING AND CIVIL PLANS.
10. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD DRAWINGS AND INTERPOLATION OF
PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERIFICATION.
11. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD
BEFORE COMMENCING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION.
12. THRUST BLOCKING REQUIRED ON ALL PRESSURE LINE BENDS AND FITTINGS. SEE STANDARD THRUST BLOCKING
DETAILS.
13. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UNLESS OTHERWISE NOTED.
14. CONFIRM LOCATION OF ALL UTILITY VALVE VAULTS, VALVES, METERS, BACKFLOW PREVENTION ASSEMBLIES, AND
OTHER PUBLIC UTILITY APPURTENANCES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
TironaD Text Box
3 DECEMBER 2018
TironaD Text Box
W912DS-18-B-0035
TironaD Text Box
TironaD Text Box
SHEET 10 OF 135
ISSUE FOR CONSTRUCTION
York District ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I '
D
FI
LE
N A
M E
IS
S
U E
D A
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N U
M B
E R
D
C
B
A
/2
5/
W
2Q R
-1 6-
D -0
P
0;
F
Y
A
IR
C R
A
FT
A P
R O
N , T
A X
IW
A
Y
S U
P P
O R
T
FA
C
IL
IT
IE
S (B
U
IL
D
IN
G S
1)
JO
IN
T B
A S
E M cG U
IR
E
-D
IX
-L A
K E
H U
R T, N E
W J
E R
S E
Y
N E
W Y
O R
K D
IS
TR
IC
T
F
E D
E R
A L
P
LA
ZA
R
O O
M
N E
W Y
O R
K , N
Y
N . G
LE
B
E R
O A
D S
U
IT
E
A
R
LI
N G
TO
N
, V A
IN
G
R E
S S
/E G
R E
S S
H A
U L
R O
A D
P
LA
N
C003
COMMERCIAL VEHICLE CHECKPOINT; GATE 9
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
NOT TO SCALE
C003
A5 INGRESS/EGRESS HAUL
ROAD PLAN
CONSTRUCTION/HAUL ROUTE
LEGEND
PROJECT SITE
AutoCAD SHX Text
BLDG 4410
AutoCAD SHX Text
BLDG 4455
AutoCAD SHX Text
FLORIDA AVE
AutoCAD SHX Text
RANCOCAS RD.
AutoCAD SHX Text
PEMBERTON WRIGHTSTOWN RD.
AutoCAD SHX Text
TEXAS AVENUE
AutoCAD SHX Text
COMMERCIAL VEHICLE CHECKPOINT; GATE 9
AutoCAD SHX Text
BLDG 4427
AutoCAD SHX Text
PROJECT SITE
TironaD Text Box
3 DECEMBER 2018
TironaD Text Box
W912DS-18-B-0035
TironaD Text Box
TironaD Text Box
SHEET 11 OF 135
ISSUE FOR CONSTRUCTION
York District ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I '
D
FI
LE
N A
M E
IS
S
U E
D A
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N U
M B
E R
D
C
B
A
/1
5/
W
2Q R
-1 6-
D -0
P
0;
F
Y
A
IR
C R
A
FT
A P
R O
N , T
A X
IW
A
Y
S U
P P
O R
T
FA
C
IL
IT
IE
S (B
U
IL
D
IN
G S
1)
JO
IN
T B
A S
E M cG U
IR
E
-D
IX
-L A
K E
H U
R T, N E
W J
E R
S E
Y
N E
W Y
O R
K D
IS
TR
IC
T
F
E D
E R
A L
P
LA
ZA
R
O O
M
N E
W Y
O R
K , N
Y
N . G
LE
B
E R
O A
D S
U
IT
E
A
R
LI
N G
TO
N
, V A
SHEET 135OF
100% SUBMITTAL
G E
O
TE
C H
N
IC
A L
B O
R
IN
G L
O G
S
C004
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
NOT TO SCALEC004
A5 GEOTECHNICAL BORING LOGS
1. TAKEN FROM GEOTECHNICAL REPORT PREPARED BY GEOCONCEPTS
ENGINEERING, INC, DATED JANARY 12, 2018.
2. REFER TO SHEET C101 FOR BORING LOCATIONS.
GENERAL NOTES
TironaD Text Box
3 DECEMBER 2018
TironaD Text Box
W912DS-18-B-0035
TironaD Text Box
TironaD Text Box
TironaD Text Box
SHEET 12 OF 135
ISSUE FOR CONSTRUCTION
York District ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I '
D
FI
LE
N A
M E
IS
S
U E
D A
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N U
M B
E R
D
C
B
A
/1
5/
W
2Q R
-1 6-
D -0
P
0;
F
Y
A
IR
C R
A
FT
A P
R O
N , T
A X
IW
A
Y
S U
P P
O R
T
FA
C
IL
IT
IE
S (B
U
IL
D
IN
G S
1)
JO
IN
T B
A S
E M cG U
IR
E
-D
IX
-L A
K E
H U
R T, N E
W J
E R
S E
Y
N E
W Y
O R
K D
IS
TR
IC
T
F
E D
E R
A L
P
LA
ZA
R
O O
M
N E
W Y
O R
K , N
Y
N . G
LE
B
E R
O A
D S
U
IT
E
A
R
LI
N G
TO
N
, V A
SHEET 135OF
100% SUBMITTAL
G E
O
TE
C H
N
IC
A L
B O
R
IN
G L
O G
S
C005
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
NOT TO SCALEC005
A5 GEOTECHNICAL BORING LOGS
1. TAKEN FROM GEOTECHNICAL REPORT PREPARED BY GEOCONCEPTS
ENGINEERING, INC, DATED JANARY 12, 2018.
2. REFER TO SHEET C101 FOR BORING LOCATIONS.
GENERAL NOTES
TironaD Text Box
3 DECEMBER 2018
TironaD Text Box
W912DS-18-B-0035
TironaD Text Box
TironaD Text Box
SHEET 13 OF 135
ISSUE FOR CONSTRUCTION
York District ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I '
D
FI
LE
N A
M E
IS
S
U E
D A
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N U
M B
E R
D
C
B
A
/1
5/
W
2Q R
-1 6-
D -0
P
0;
F
Y
A
IR
C R
A
FT
A P
R O
N , T
A X
IW
A
Y
S U
P P
O R
T
FA
C
IL
IT
IE
S (B
U
IL
D
IN
G S
1)
JO
IN
T B
A S
E M cG U
IR
E
-D
IX
-L A
K E
H U
R T, N E
W J
E R
S E
Y
N E
W Y
O R
K D
IS
TR
IC
T
F
E D
E R
A L
P
LA
ZA
R
O O
M
N E
W Y
O R
K , N
Y
N . G
LE
B
E R
O A
D S
U
IT
E
A
R
LI
N G
TO
N
, V A
SHEET 135OF
100% SUBMITTAL
S U
R V
E Y
IN
FO
R M
A
TI
O N
C100
1. THE UTILITIES SHOWN ARE FROM OBSERVED EVIDENCE, NEW JERSEY ONE
CALL TICKET #171930252 DATE 07/12/2017, WERE MARKED BY OTHERS OR
SHOWN ON P150 AS BUILTS. ONLY P150 AS BUILTS WERE PROVIDED FOR
RECORD UTILITY DRAWINGS. IF SIZE OR DIRECTION IS NOT INDICATED, SUCH
INFORMATION WAS NOT REFLECTED ON DRAWINGS PROVIDED. NO
GUARANTEE IS GIVEN TO THE EXACT SIZE AND LOCATION. CONTACT LOCAL
UTILITY CO. PRIOR TO CONSTRUCTION. COMMUNICATIONS; STEAM; ELECTRIC
CAPACITY AND UNDERGROUND LINE INFORMATION NOT REFLECTED ON AS
BUILT DRAWINGS.
2. NO STEAM, FIRE ALARM BOXES, WETLAND FLAGS OBSERVED.
3. GROUND SHOT LOCATIONS ON APRON WERE LIMITED SETBACK FROM
PARKED HELICOPTERS.
4. GPR ON APRON IS LIMITED BY REBAR IN CONCRETE. SEE CONTRACT FOR ALL
GPR LI
5. BUILDING FOUNDATIONS NOT VISIBLE IF NOT SHOWN.
HORIZONTAL CONTROL: NEW JERSEY STATE PLANE COORDINATES, NAD83,
GEOID12A.
VERTICAL DATUM: NAVD88.
NO NORTHING EASTING ELEVATION DESCRIPTION
1 429047.584 462554.646 124.317 CP1/2" REBAR, WHITE CONTROL
POINT CAP
2 428935.041 462322.238 127.172 CP1/2" REBAR, WHITE CONTROL
POINT CAP
3 428344.082 462506.102 132.992 CP1/2" REBAR, WHITE CONTROL
POINT CAP
4 428617.430 462979.957 125.131 CP1/2" REBAR, WHITE CONTROL
POINT CAP
90 429073.221 462576.894 124.703 BM SPIKE SOUTH FACE
POWER POLE
91 428915.511 462228.521 129.270 BM SPIKE NORTH FACE
POWER POLE
92 429268.201 462022.731 126.397 BM SPIKE WEST FACE
POWER POLE
93 428328.316 462495.189 134.726 BM INSIDE CORNER
CONCRETE PAD
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
NOT TO SCALECS100
A2 SURVEY INFORMATION
GENERAL NOTES
CP1
N25°W 23.15' SOUTH EDGE ASPHALT
N79°E 27.14' LIGHT POLE S25°E 10.91' FENCE
CP2
N10°W 22.45' POWER POLE
N76°E 136.26' HYDRANT S49°W 65.88' MONITORING WELL
CP3
N10°W 20.14' SW CORNER CONCRETE PAD
S65°W 16.62' EAST FACE CONCRETE S25°E 9.57' NORTH FACE CONCRETE
CP4
S73°W 181.89' HYDRANT
S85°E 78.30' MONITORING WELL S25°E 61.07' FENCE
CONTROL POINTS
DATUM
BENCH MARKS
AutoCAD SHX Text
%%USTRUCTURE INVENTORY
TironaD Text Box
3 DECEMBER 2018
TironaD Text Box
W912DS-18-B-0035
TironaD Text Box
TironaD Text Box
SHEET 14 OF 135
ISSUE FOR CONSTRUCTION
TE
X
A S
A V
E N
U E
NASSAU AVENUE
TA
XI
W
AY
'H
TA
XI
W
AY
'H
TAXIWAY 'V'
PRINCETON AVENUE
US Army Corps of Engineers New York District ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I '
D
FI
LE
N A
M E
IS
S
U E
D A
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N U
M B
E R
D
C
B
A
/1
5/
W
2Q R
-1 6-
D -0
P
0;
F
Y
A
IR
C R
A
FT
A P
R O
N , T
A X
IW
A
Y
S U
P P
O R
T
FA
C
IL
IT
IE
S (B
U
IL
D
IN
G S
1)
JO
IN
T B
A S
E M cG U
IR
E
-D
IX
-L A
K E
H U
R T, N E
W J
E R
S E
Y
N E
W Y
O R
K D
IS
TR
IC
T
F
E D
E R
A L
P
LA
ZA
R
O O
M
N E
W Y
O R
K , N
Y
N . G
LE
B
E R
O A
D S
U
IT
E
A
R
LI
N G
TO
N
, V A
SHEET 135OF
100% SUBMITTAL
O V
E R
A
LL
S
IT
E E
X
IS
TI
N
G C
O N
D
IT
IO
N
S P
LA
N
C101 1" = 80'-0"CS101
A2 OVERALL EXISTING CONDITIONS PLAN
D . T
IR
O
N A
D . T
IR
O
N A
R . C
R O
W
LE
Y
TE
X
A S
A V
E N
U E
NASSAU AVENUE
TA
XI
W
AY
'H
TA
XI
W
AY
'H
TAXIWAY 'V'
PRINCETON AVENUE
KEY MAP
LEGEND
EXISTING GEOTECHNICAL TEST
BORING LOCATION
EXISTING GEOTECHNICAL TEST PIT
LOCATION
B-1, P-1
TP-1
P-1
B-1
P-4
P-2
P-5
P-3
P-6
B-2
TP-1
TP-2
AutoCAD SHX Text
CHAIN LINK 6'
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CHAIN LINK 7'
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CHAIN LINK 6'
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 8"
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
10 PINE
Auto…
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.