Package_1_-_KC46_MX_Training_Facility_-_Plans.pdf
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ADAL B2324 Regional MX Training Facility
PROJECT NUMBER: PTFL 163005
Joint Base McGuire-Dix-Lakehurst, New Jersey xx xx c-xx x.
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AUGUST 10, 2018
8/ 8/
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G-001
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NUMBER
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ORIGINAL DRAWING
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G-002
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SHEET INDEX
NUMBER TITLE
M-810 MECHANICAL CONTROLS
M-811 MECHANICAL CONTROLS
M-901 MECHANICAL ISOMETRIC VIEW
ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS
E-002 ELECTRICAL SYMBOLS
ED101 ELECTRICAL DEMOLITION PLAN
ES101 ELECTRICAL SITE PLAN
E-141 LIGHTNING PROTECTION - ROOF PLAN
EL101 FIRST FLOOR LIGHTING PLAN AREA A
EL102 FIRST FLOOR LIGHTING PLAN AREA B
EL103 FIRST FLOOR LIGHTING PLAN AREA C
EL104 FIRST FLOOR LIGHTING PLAN AREA D
EL105 FIRST FLOOR PHOTOMETRIC LIGHTING PLAN AREA A
EL106 FIRST FLOOR PHOTOMETRIC LIGHTING PLAN AREA B
EL107 FIRST FLOOR PHOTOMETRIC LIGHTING PLAN AREA C
EL108 FIRST FLOOR PHOTOMETRIC EMERGENCY LIGHTING
PLAN - CORRIDORS & RENOVATION
EL109 FIRST FLOOR PHOTOMETRIC EMERGENCY LIGHTING
PLAN AREA A
EL110 FIRST FLOOR PHOTOMETRIC EMERGENCY LIGHTING
PLAN AREA B
EP101 FIRST FLOOR POWER PLAN AREA A
EP102 FIRST FLOOR POWER PLAN AREA B
EP103 FIRST FLOOR POWER PLAN AREA C
EP104 FIRST FLOOR POWER PLAN AREA D
EP105 OVERALL MECHANICAL EQUIPMENT POWER PLAN
EP106 FIRST FLOOR MECHANICAL EQUIPMENT POWER
PLAN AREA A
EP107 FIRST FLOOR MECHANICAL EQUIPMENT POWER
PLAN AREA B
EP108 FIRST FLOOR MECHANICAL EQUIPMENT POWER
PLAN AREA C
E-401 ENLARGED ELECTRICAL ROOMS
E-402 ENLARGED MECHANICAL ROOM
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-601 EXISITNG ELECTRICAL ONE-LINE
E-602 ELECTRICAL ONE-LINE DIAGRAM
E-603 LIGHT FIXTURE SCHEDULE
E-604 LIGHT FIXTURE DETAILS
E-605 LIGHT FIXTURE DETAILS
E-606 MECHANICAL EQUIPMENT SCHEDULE
E-607 PANELBOARD SCHEDULES
E-608 PANELBOARD SCHEDULES
TELECOMMUNICATIONS
T-001 TELECOMMUNICATION GENERAL NOTES AND
ABBREVIATIONS
TS101 TELECOMMUNICATIONS SITE PLAN
T-101 FIRST FLOOR TELECOMMUNICATIONS PLAN AREA A
T-102 FIRST FLOOR TELECOMMUNICATIONS PLAN AREA B
T-103 FIRST FLOOR TELECOMMUNICATIONS PLAN AREA C
T-104 FIRST FLOOR TELECOMMUNICATIONS PLAN AREA D
T-401 ENLARGED TELECOM ROOMS
T-501 TELECOM DETAILS
T-601 TELECOM RISER DIAGRAM
SHEET INDEX
NUMBER TITLE
FIRE PROTECTION
F-001 FIRE PROTECTION GENERAL NOTES AND SYMBOLS
F-101A FIRST FLOOR FIRE PROTECTION PLAN - AREA A
F-101B FIRST FLOOR FIRE PROTECTION PLAN - AREA B
F-101C FIRST FLOOR FIRE PROTECTION PLAN - AREA C
F-101D FIRST FLOOR FIRE PROTECTION PLAN - AREA D
F-101E FIRST FLOOR FIRE PROTECTION PLAN - AREA E
FA101A FIRST FLOOR FIRE ALARM PLAN - AREA A
FA101B FIRST FLOOR FIRE ALARM PLAN - AREA B
FA101C FIRST FLOOR FIRE ALARM PLAN - AREA C
FA101D FIRST FLOOR FIRE ALARM PLAN - AREA D
FA101E FIRST FLOOR FIRE ALARM PLAN - AREA E
FA501 FIRE ALARM OPERATIONAL MATRIX AND RISER
DIAGRAM
PLUMBING
P-001 PLUMBING GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS
P-100 OVERALL PLUMBING PLAN
P101A FIRST FLOOR PIPING PLAN - AREA A
P101B FIRST FLOOR PIPING PLAN - AREA B
P-401 ENLARGED PIPING PLANS
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-901 PLUMBING DOMESTIC WATER RISER DIAGRAM
P-902 PLUMBING SANITARY RISER DIAGRAM
P-903 PLUMBING GAS PIPING RISER DIAGRAM
MECHANICAL
M-001 MECHANICAL GENERAL NOTES
M-002 MECHANICAL LEGEND AND ABBREVIATIONS
MD101 MECHANICAL DEMOLITION PLAN
M-100 OVERALL MECHANICAL FLOOR PLAN
M101A MECHANICAL FLOOR PLAN - AREA A
M101B MECHANICAL FLOOR PLAN - AREA B
M101C MECHANICAL FLOOR PLAN - AREA C
MP100 OVERALL MECHANICAL PIPING PLAN
MP111 MECHANICAL PIPING PLAN AREA B
MP112 MECHANICAL PIPING PLAN AREA C
M-301 MECHANICAL SECTION VIEWS
M-302 MECHANICAL SECTION VIEWS
M-303 MECHANICAL SECTION VIEWS
M-304 MECHANICAL SECTION VIEWS
M-305 MECHANICAL SECTION VIEWS
M-306 MECHANICAL SECTION VIEWS
M-401 MECHANICAL ENLARGED PLANS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-604 MECHANICAL SCHEDULES
M-701 HW FLOW DIAGRAM
M-702 AIR FLOW DIAGRAM
M-800 MECHANICAL CONTROLS LEGEND
M-801 MECHANICAL CONTROLS
M-802 MECHANICAL CONTROLS
M-803 MECHANICAL CONTROLS
M-804 MECHANICAL CONTROLS
M-805 MECHANICAL CONTROLS
M-806 MECHANICAL CONTROLS
M-807 MECHANICAL CONTROLS
M-808 MECHANICAL CONTROLS
M-809 MECHANICAL CONTROLS
SHEET INDEX
NUMBER TITLE
S-315 STEEL SECTIONS AND DETAILS
S-316 STEEL SECTIONS AND DETAILS
S-317 STEEL SECTIONS AND DETAILS
S-501 TYPICAL CONCRETE DETAILS
S-502 TYPICAL CONCRETE DETAILS
S-503 TYPICAL MASONRY DETAILS
S-504 TYPICAL STEEL DETAILS
S-505 BASEPLATE DETAILS
S-506 TYPICAL FRAMING DETAILS
S-510 TYPICAL AT/FP FRAMING DETAILS
ARCHITECTURAL
A-001 ARCHITECTURAL ABBREVIATIONS, ACCESSIBILITY
AND SYMBOLS
A-002 PARTITION TYPES
A-003 GROUND FLOOR AIR BARRIER LOCATION PLAN
AD101 DEMOLITION FLOOR PLAN
AD102 DEMOLITION REFLECTED CEILING PLAN
AD103 DEMOLITION ROOF PLAN
AE100 COMPOSITE FLOOR PLAN
AE101 FLOOR PLAN - AREA A
AE102 FLOOR PLAN - AREA B
AE103 FLOOR PLAN - AREA C
AE111 REFLECTED CEILING PLAN - AREA A
AE112 REFLECTED CEILING PLAN - AREA B
AE113 REFLECTED CEILING PLAN - AREA C
AE120 ROOF PLAN
AE201 BUILDING ELEVATIONS
AE202 BUILDING ELEVATIONS
AE203 BUILDING ELEVATIONS
AE301 BUILDING SECTIONS
AE302 BUILDING SECTIONS
AE303 BUILDING SECTIONS
AE304 BUILDING SECTIONS
AE305 WALL SECTIONS
AE306 WALL SECTIONS
AE307 WALL SECTIONS
AE308 WALL SECTION AND PRECAST DETAILS
AE401 ENLARGED TOILET PLAN & INTERIOR ELEVATIONS
AE402 ENLARGED FLOOR PLANS
AE403 MECHANICAL YARD PLAN, SECTIONS AND DETAILS
AE501 DETAILS
AE502 DETAILS
AE503 DETAILS
AE504 DETAILS
AE505 DETAILS
AE506 PLAN DETAILS
AE507 PLAN DETAILS
AE508 INTERIOR ELEVATIONS AND DETAILS
AE600 ROOM FINISH SCHEDULE
AE601 DOOR SCHEDULE AND DETAILS
AE602 DOOR DETAILS
AE603 OVERHEAD DOOR DETAILS
AE604 GLAZING ELEVATIONS
AE605 GLAZING ELEVATIONS
AE606 GLAZING DETAILS
INTERIORS
IN101 FINISH PLAN - AREA A
IN102 FINISH PLAN - AREA B
IN103 FINISH PLAN - AREA C
IF101 FURNITURE PLAN - AREA B
IF102 FURNITURE PLAN - AREA C
IG101 SIGNAGE PLAN - AREA A
IG102 SIGNAGE PLAN - AREA B
IG103 SIGNAGE PLAN - AREA C
IG501 SIGNAGE SCHEDULE AND SIGNAGE DETAILS
SHEET INDEX
NUMBER TITLE
GENERAL
G-001 COVER SHEET, VICINITY MAP & LOCATION PLAN
G-002 SHEET INDEX
G-003 CODE ANALYSIS
G-004 CONSTRUCTION AREA PLAN
G-005 OCCUPANCY PLAN
CIVIL
VF-101 TOPOGRAPHIC SURVEY
B-001 BORING LOGS
C-001 GENERAL CIVIL NOTES, ABBREVIATIONS, AND
LEGEND
C-002 FIRE PROTECTION CODE COMPLIANCE SITE PLAN
C-003 HAUL ROUTE PLAN
C-101 EXISTING CONDITIONS
C-102 DEMOLITION PLAN
C-110 SITE PLAN
C-120 GRADING PLAN
C-130 UTILITY PLAN
C-140 STAKING PLAN
C-141 STAKING TABLE
C-201 STORM AND SANITARY SEWER PROFILES
C-202 STORM PROFILES
C-401 ENLARGED GRADING PLAN
C-501 CONSTRUCTION DETAILS
C-502 CONSTRUCTION DETAILS
C-503 CONSTRUCTION DETAILS
C-504 CONSTRUCTION DETAILS
C-505 CONSTRUCTION DETAILS
C-701 SOIL EROSION AND SEDIMENT CONTROL NOTES
C-702 SOIL EROSION AND SEDIMENT CONTROL NOTES
C-710 SOIL EROSION AND SEDIMENT CONTROL PLAN -
INITIAL
C-711 SOIL EROSION AND SEDIMENT CONTROL PLAN -
INTERMEDIATE
C-712 SOIL EROSION AND SEDIMENT CONTROL PLAN -
FINAL
C-750 SOIL EROSION AND SEDIMENT CONTROL DETAILS
C-751 SOIL EROSION AND SEDIMENT CONTROL DETAILS
C-752 SOIL EROSION AND SEDIMENT CONTROL DETAILS
C-753 SOIL EROSION AND SEDIMENT CONTROL DETAILS
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
S-002 STRUCTURAL GENERAL NOTES
S-003 WIND LOADS AND ABBREVIATIONS
S-004 SNOW LOAD DIAGRAMS
S-005 STRUCTURAL SPECIAL INSPECTIONS
S-101 OVERALL FOUNDATION PLAN
S-101A FOUNDATION PLAN - AREA A HIGH BAY
S-101B FOUNDATION PLAN - AREA B1 HIGH BAY
S-101C FOUNDATION PLAN - AREA B2 CLASSROOMS
S-151 OVERALL ROOF FRAMING PLAN
S-151A ROOF FRAMING PLAN - AREA A HIGH BAY
S-151B ROOF FRAMING PLAN - AREA B1 HIGH BAY
S-151C ROOF FRAMING PLAN - AREA B2 CLASSROOMS
S-201 EXTERIOR FRAMING ELEVATIONS - AREA A
S-202 EXTERIOR FRAMING ELEVATIONS - AREA B1
S-203 EXTERIOR FRAMING ELEVATIONS - AREA B2
S-211 INTERIOR FRAMING ELEVATIONS
S-301 FOUNDATION SECTIONS AND DETAILS
S-302 FOUNDATION SECTIONS AND DETAILS
S-310 ROOF SECTIONS AND DETAILS
S-311 ROOF SECTIONS AND DETAILS
S-312 ROOF SECTIONS AND DETAILS
S-313 ROOF SECTIONS AND DETAILS
S-314 ROOF SECTIONS AND DETAILS
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SHEET
REFERENCE
NUMBER
0 1"
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ORIGINAL DRAWING
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xx xx c-xx x.
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G-003
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1. 2. 3.
4. 5. 6.
UP
REF.REF.
168167166
163 164 165
139016 142144146148
145 143
014 015 141
007040
038 037
048 051
EX
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EXISTING BUILDING 2324 BUILDING ADDITION
BU
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BUILDING ADDITION
AREA LEGEND
ADDITION
20,766GSF (1,953SM)
1,932SM - DD1391 = +21SM (1%)
ALTERATION AREA:
CLASSROOM RENOV.
4,876SF
ALTERATION
4,876GSF (453SM)
454SM - DD1391 = -1SM (0.2%)
CONSTRUCTION LEGEND
EXISTING BUILDING 2324 TO REMAIN
(NO CONSTRUCTION, RENOVATION OR
FURNITURE)
INTERIOR RENOVATION OF EXISTING
BUILDING 2324 AND/OR NEW FURNITURE
(INTERIOR RENOVATION / FURNITURE)
NEW BUILDING ADDITION
(NEW CONSTRUCTION)
SEQUENCE OF WORK
WORK SHALL BE SEQUENCED TO MINIMIZE DOWNTIME OF BUILDING 2324 OR ANY ADJACENT FACILITIES SERVED BY RELOCATED UTILITIES.
THE FOLLOWING IS A LIST OF KNOWN REQUIREMENTS TO BE COORDINATED REGARDING FACILITY DOWNTIME AND OUTAGES
A. A MINIMUM OF FOUR CLASSROOMS IN THE EAST WING OF BUILDING 2324 MUST BE IN OPERATION AT ALL TIMES. ALL OTHER AREAS OF
THE BUILDING WILL ALSO REMAIN IN OPERATION FOR THE DURATION OF THE WORK.
B. EXISTING SWITCH T2323 (REFER TO SHEET ES101) IS ADJACENT TO THE ADDITION AND FEEDS MULTIPLE SURROUNDING BUILDINGS. ANY REQUIRED DEMOLITION OR REWORK OF EXISTING ELECTRICAL UTILITIES WILL REQUIRE THE PROVISION OF TEMPORARY TRANSFORMERS. NEW CONDUITS AND DUCTBANKS ARE TO BE INSTALLED PRIOR TO REMOVING ANY EXISTING TO MINIMIZE OUTAGES.
C. MULTIPLE UNDERGROUND UTILITIES AT THE ADDITION ARE TO BE REMOVED AND RE-ROUTED. NEW UTILITIES ARE TO BE INSTALLED
PRIOR TO REMOVING THE EXISTING TO MINIMIZE OUTAGES.
D. THE EXISTING CHILLER IS TO BE REPLACED AS PART OF THE WORK. INSTALL NEW CHILLER AND ROUTE LINES FOR CONNECTION TO
EXISTING EQUIPMENT PRIOR TO REMOVING THE EXISTING CHILLER.
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ORIGINAL DRAWING
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ACCORDINGLY
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G-004
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SCALE 1/16" = 1'-0"
CONSTRUCTION AREA PLAN1
0 8' 16' 32'
1/16" = 1'-0"
N
KEYPLAN
NTS
A
BC
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SHEET KEYNOTES
1. LINE OF 2" EXPANSION JOINT ABOVE.
UP
REF.REF.
1HR 1HR
1H R
1H R
161 162
170165164163
166 167 168 169
012 014
145 143
038 037
EXIT
TRAVEL DISTANCE = 172'
TRAVEL DISTANCE = 95'
EXIT
LIM.
EXIT
LIM.
EXIT
LIM
EXIT
LIM.
EXIT
EXIT
EXIT
EXIT
LIM.
EXIT
LIM.
EXIT
LIM.
EXIT
LIM.
EXIT
LIM.
EXIT
LIM. EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
LIM.
EXIT
LIM.
340 23
OCCUPANCY LEGEND
ASSEMBLY
(UNCONCENTRATED)
BUSINESS
EDUCATION (CLASSROOM)
STORAGE & MECHANICAL
LIMIT OF RENOVATION
TRAVEL DISTANCE = 122'
11 1111
10 10 10
35 43
1 1
1 7
120'106'
91'
136'
81'
46'
38'
100'
100'
74'
110'
LIFE SAFETY LEGEND
OCCUPANT LOAD NUMBER AT EXIT
COMPONENT
EXIT COMPONENT MAXIMUM OCCUPANT
CAPACITY NUMBER
ONE HOUR CONSTRUCTION1 HR
TRAVEL DISTANCE
ROOM NUMBER
OCCUPANCY
BUSINESS
OCCUPANCY AREA S.F. / OCC. OCC.
LOAD
34, 524 SF 100 GROSS 345
ASSEMBLY (BREAKRM / CONF.)
OCCUPANT LOAD
664 SF 15 NET 45
TOTAL:
EDUCATION(VOCATIONALRM) 8,398 SF 50 GROSS
STORAGE / MECH 1,850 SF 300 GROSS 7
CORR / RR 6,949 SF 0
52,385 SF
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CODE AND OCCUPANCY FLOOR PLAN1
0 8' 16' 32'
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ROOM OCC. SCHED.
ROOM
NUMBER ROOM NAME
NET
AREA OCC.
171 COMM 137 SF 1
172 ELEC 124 SF 1
ROOM OCC. SCHED.
ROOM
NUMBER ROOM NAME
NET
AREA OCC.
145 VMTS CLASSRM 618 SF 13
146 VMTS CLASSRM 622 SF 13
148 VMTS CLASSRM 596 SF 12
158 ENGINE & APU 2442 SF 25
159 COCKPIT / FLIGHT DECK 1516 SF 16
160 LANDING GEAR 1137 SF 12
161 FLIGHT CONTROL 3384 SF 35
162 AIR REFUELING 4334 SF 43
163 VMTS CLASSRM 492 SF 10
164 VMTS CLASSRM 492 SF 10
165 VMTS CLASSRM 489 SF 10
166 VMTS CLASSRM 521 SF 11
167 VMTS CLASSRM 518 SF 11
168 VMTS CLASSRM 518 SF 11
169 CABLE REPAIR 624 SF 7
170 MECH 589 SF 2
ROOM OCC. SCHED.
ROOM
NUMBER ROOM NAME
NET
AREA OCC.
040 CENTRAL SUPPLIES 98 SF 1
041 MTF SUPER 144 SF 1
042 PRO SUPER OFFICE 120 SF 1
043 ADMIN WORKRM 309 SF 3
044 MTF FLT. CHIEF (AD/CIV) 184 SF 2
045 DET CHIEF OFFICE 184 SF 2
046 CONFERENCE ROOM 464 SF 31
048 BREAK 200 SF 13
049 CLS ADMIN 939 SF 9
050 CLS SHOP 833 SF 8
139 LEGACY CLASSRM 408 SF 9
140 LEGACY CLASSRM 402 SF 9
141 LEGACY CLASSRM 424 SF 9
142 VMTS CLASSRM 633 SF 13
143 VMTS CLASSRM 615 SF 13
144 VMTS CLASSRM 629 SF 13
ROOM OCC. SCHED.
ROOM
NUMBER ROOM NAME
NET
AREA OCC.
013 COMM 76 SF 1
014 RECYCLE 163 SF 1
016 LEGACY CLASSRM 407 SF 9
017 PLUMBING 360 SF 1
018 ELEC 184 SF 1
027 TESTING 585 SF 6
028 INSTRUCTORS 660 SF 7
030 ELEC 71 SF 1
031 LOBBY 315 SF 3
032 INSTRUCTORS 3231 SF 32
033 TODO CURRICULUM 218 SF 2
034 NCOIC- MQTP 135 SF 1
035 TD FLIGHT CHIEFS OFFICE 243 SF 2
037 JAN 49 SF 1
038 CLOSET 51 SF 1
039 ADMIN RECEPTION 435 SF 5
ROOM OCC. SCHED.
ROOM
NUMBER ROOM NAME
NET
AREA OCC.
001 ENGINE 2268 SF 23
002 AET 3517 SF 35
003 AMST 3531 SF 35
007 514TH MXOT 682 SF 7
008 TEPATS 1566 SF 16
009 BREAK ROOM 767 SF 8
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AutoCAD SHX Text
MAY 2010 NYD A/E BORDER
AutoCAD SHX Text FILE NAME: M:\USACE, NEW YORK DISTRICT\1180250-163005 REGIONAL TRAINING FACILITY\04.CAD_BIM\04.02.CAD\B-001.DWG
AutoCAD SHX Text Submitted by:
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AutoCAD SHX Text
FSB
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THE CIVIL ENGINEER FOR THIS PROJECT IS:
POND & COMPANY
3500 PARKWAY LANE, SUITE 500
PEACHTREE CORNERS, GA 30092
P. (678) 336-7740
CONTACT: TODD HARRIS, PE
GEOTECHNICAL SERVICES PROVIDED BY:
TERRACON CONSULTANTS, INC.
4081 HADLEY ROAD, UNIT B
SOUTH PLAINFIELD, NJ 07080
P. (908) 546-6161
SURVEY PERFORMED BY:
LOWE ENGINEERS
990 HAMMOND DRIVE, SUITE 900
ATLANTA, GA 30328
P. (770) 857-8400 F. (770) 857-8401
PROJECT NOTES:
AT
AND
DIAMETER
ACRE(S)
ARCHITECT IN CHARGE/ENGINEER IN CHARGE
AEROSPACE GROUND EQUIPMENT
APPROVED
APPROXIMATELY
ANTI-TERRORISM FORCE PROTECTION
BUILDING
BENCHMARK
BOTTOM
CENTERLINE
CUBIC FEET
CLEANOUT
CONCRETE
CONTRACTING OFFICER'S REPRESENTATIVE
CORRUGATED POLYETHYLENE PLASTIC
DOWNSPOUT
DROP INLET
DIAMETER
DUCTILE IRON PIPE
EASTING
EXISTING GRADE
ELECTRICAL
ELEVATION
EDGE OF PAVEMENT
EASEMENT
EXISTING
FINISHED FLOOR ELEVATION
FINISHED GRADE
FIRE HYDRANT
FEET
GRADED AGGREGATE BASE
GRATE INLET TOP
GOVERNMENT
HIGH DENSITY POLYETHYLENE PIPE
HORIZONTAL
HEIGHT
HEAD WALL
INSIDE BOTTOM OF WALL
INSIDE DIAMETER
INVERT ELEVATION
INCH
INCORPORATED
INVERT
IRON PIN FOUND
IRON PIN SET
JUNCTION BOX
LINEAR FEET
LIGHT POLE
MAXIMUM
MECHANICAL
MINIMUM
MANHOLE
MONUMENT
NORTHING
NUMBER
NOT TO SCALE
OUTSIDE BOTTOM OF WALL
ON CENTER
ON CENTER EACH WAY
OUTSIDE DIAMETER
OIL/WATER SEPARATOR
POST INDICATOR VALVE
POINT OF BEGINNING
PETROLEUMS, OILS, AND LUBRICANTS
PROPOSED
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
QUALITY CONTROL
REINFORCED CONCRETE PIPE
RIGHT OF WAY
SANITARY
STORM DRAIN
SQUARE FEET
SPECIFICATIONS
SQUARE
SANITARY SEWER
SANITARY SEWER MANHOLE
STANDARD
SIDEWALK
TEMPORARY BENCHMARK
TYPICAL
UNDERGROUND POWER
VERTICAL
WATER METER
WATER VALVE
WELDED WIRE FABRIC
WITH
WATER TO CEMENT
Ø
AC
AIC/EIC
A.G.E.
APPR
APPROX.
AT/FP
BLDG
BM
BOT
CF
CO
CONC
COR
CPP
DS
DI
DIA
DIP
E
EG
ELEC
ELEV
EP
ESMT
EX
FFE
FG
FH
FT
GAB
GRT
GOVT
HDPE
HORZ
HT
HW
IBW
ID
IE
IN
INC
INV
IPF
IPS
JB
LF
LP
MAX
MECH
MIN
MH
MON
N
NO
NTS
OBW
OC
OCEW
OD
OWS
PIV
POB
POL
PROP
PSF
PSI
PVC
QC
RCP
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SAN
SD
SF
SPEC
SQ
SS
SSMH
STD
S/W
TBM
TYP
U.P.
VERT
WM
WV
WWF
W/ W/C
ABBREVIATIONS:
DESCRIPTIONEXISTINGPROPOSED
LEGEND:
860 860
ASPHALT PAVEMENT
CONCRETE PAVEMENT
LIMITS OF DISTURBANCE
WATER PIPE
CONTOUR ELEVATION
E E ELECTRIC UNDERGROUND
SIGN
C COMMUNICATIONS MANHOLE
FENCE LINE
TANK MANHOLE
W WATER VAULT
D
E ELECTRIC MANHOLE
BOLLARD
PAD MOUNTED TRASNFORMER
FIRE HYDRANT
WATER VALVE
S SANITARY MANHOLE
W
SAN SANITARY PIPE
DRAINAGE DEVICE
LIGHT POLE
SD STORM MAIN PIPE
BL
DRAINAGE MANHOLE
D
CP COMMUNICATIONS RISER
U UTILITY BOX
CO CLEAN OUT
G NATURAL GAS
COMM COMMUNICATION UNDERGROUND
HORIZONTAL AND VERTICAL CONTROL
SANITARY SEWER MANHOLESSMH
FFE FINISH FLOOR ELEVATION
DI
EL
EMH
RCP
CPP
DROP INLET
ELEVATION
ELECTRIC MANHOLE
REINFORCED CONCRETE PIPE
CORRUGATED PLASTIC PIPE
CONC. CONCRETE
F.H.
W WATER METER
G
G
GAS METER
GAS VALVE
BENCH MARKB.M.
CMP CORRUGATED METAL PIPE
FIELD LOCATION TERMINATED
T
C-001
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GENERAL CIVIL NOTES:
1. COORDINATE WITH BASE CE TO HAVE UTILITIES LOCATED AND MARKED BEFORE WORK BEGINS. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING MARKINGS THROUGHOUT CONSTRUCTION. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION SHOWN HAS BEEN TAKEN FROM GIS DATA AND RECORD DRAWINGS PROVIDED BY JOINT BASE MCGUIRE-DIX-LAKEHURST AND SURVEY PERFORMED BY LOWE ENGINEERS
WITH SITE WORK PERFORMED ON JANUARY 25, 2018. SEE SHEET VF-101 FOR SURVEY.
2. THE LOCATION OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THEREFORE, LOCATIONS MUST BE CONSIDERED APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN ON PLANS.
THE VERIFICATION OF THE LOCATION OF ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF DIFFERING CONDITIONS EXIST, THE CONTRACTOR MUST NOTIFY
THE CONTRACTING OFFICER OR THEIR REPRESENTATIVE IMMEDIATELY.
3. GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TO DRAINAGE STRUCTURES AND SWALES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE DISTURBED DURING
CONSTRUCTION.
4. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE VARIOUS STRUCTURES AND UTILITIES INDICATED SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS.
GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF WATER, READY TO RECEIVE PAVEMENT, PLANTING MATERIALS, OR GRASSING.
5. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. ONCE THE SOIL IS HAULED OFF-SITE, IT IS CONSIDERED REGULATED WASTE THAT MUST BE TESTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REQUIREMENTS.
6. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE IN A MANNER
THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.
7. VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. BRING ANY DIFFERING CONDITIONS WITH LAYOUT TO ATTENTION OF CONTRACTING OFFICER PRIOR
TO STARTING CONSTRUCTION.
8. MATCH ALL NEW PAVEMENT TO BE FLUSH WITH EXISTING, UNLESS OTHERWISE NOTED.
9. ALL DIMENSIONS ARE TAKEN FROM/TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDING, UNLESS
OTHERWISE NOTED.
10. ENSURE ALL EXISTING TOPS OF VALVE BOXES ARE RAISED AND/OR LOWERED TO BE FLUSH WITH FINISHED
GRADES, UNLESS OTHERWISE SHOWN.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN CONFLICT WITH NEW SYSTEMS, THE CONTRACTOR
MUST NOTIFY THE CONTRACTING OFFICER.
12. COMPLY WITH DEPARTMENT OF DEFENSE REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.
13. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES, SPECIFICATIONS AND REQUIREMENTS. IF DIFFERING CONDITIONS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS AND/OR OTHER APPLICABLE REGULATIONS AND GUIDELINES, THE MOST STRINGENT REQUIREMENTS SHALL BE FOLLOWED.
14. HAND DIG ALL EXCAVATIONS WITHIN TWO (2) FEET OF ANY KNOWN OR SUSPECTED UTILITIES.
15. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS CONTAINED WITHIN THESE CONSTRUCTION
DOCUMENTS. LAYOUT AND INSTALL ALL APPLICABLE EROSION CONTROL MEASURES BEFORE ANY
CONSTRUCTION BEGINS. OBTAIN THE NECESSARY NJPDES CONSTRUCTION ACTIVITY STORMWATER GENERAL
PERMIT (NJ0088323).
16. FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES AROUND WORK AREA AND PROVIDE PROTECTION
AGAINST WATER DAMAGE AND SOIL EROSION.
17. DISTURBED OR DAMAGED AREAS WHICH ARE NOT PART OF THIS PROJECT SHALL BE RETURNED TO ORIGINAL OR
BETTER CONDITION PRIOR TO THE COMPLETION OF THE PROJECT.
18. STOCKPILED SOIL SHALL BE ENCIRCLED WITH SILT FENCE AND REGULARLY WETTED, AS NECESSARY, TO
PREVENT DUST AND SEDIMENT TRANSPORT.
19. MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND
SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.
GENERAL DEMOLITION NOTES:
1. "DEMOLISH" SHALL MEAN TO DEMOLISH AN OBJECT IN ITS ENTIRETY. RESTORE GRADES AND SURFACE
IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR TO REQUIREMENTS OF NEW WORK, AS APPLICABLE.
2. "TO REMAIN" SHALL MEAN ITEM SHALL REMAIN IN PLACE AND BE PROTECTED DURING ALL PHASES OF
CONSTRUCTION.
3. PROTECT ALL EXISTING FEATURES NOT MARKED FOR DEMOLITION. ANY ITEM DAMAGED DURING THE
PERFORMANCE OF THE WORK WILL BE RESTORED TO ITS ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE CONTRACTOR'S EXPENSE. TAKE PRECAUTIONS TO NOT OVERLOAD PAVEMENTS WHICH WILL REMAIN.
4. PAVEMENT TO BE DEMOLISHED SHALL BE SAWCUT ALONG CLEAN EVEN EDGE OF TO PROVIDE A SMOOTH TIE-IN
OF NEW PAVEMENT.
5. DISPOSAL OF ALL DEMOLISHED MATERIALS MUST BE OUTSIDE THE LIMITS OF GOVERNMENT-CONTROLLED LANDS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IF ANY MATERIAL IS FOUND TO CONTAIN HAZARDOUS, TOXIC, BIOLOGICAL OR RADIOLOGICAL SUBSTANCES. ALL WASTE MATERIAL TO BE HAULED OFF-BASE MUST BE ANALYZED FOR PETROLEUM CONTAMINANTS IN ACCORDANCE WITH THE STATE OF NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF SOLID AND HAZARDOUS WASTE REQUIREMENTS. DISPOSE OF ANY IMPACTED SOILS
ACCORDINGLY.
6. COORDINATE AND CONFIRM LIMITS OF UTILITY DEMOLITION WITH NEW UTILITY CONNECTION POINTS. DEMOLISH UTILITIES AT NEAREST APPROPRIATE JOINTS WHEN POSSIBLE IF UTILITY IS TO BE ABANDONED, PLUG AND CAP
REMAINING ENDS.
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US Army Corps of Engineers New York District
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0 1"
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ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
PO
ND
-F
SB
Jo int
V en tur e
P ar kw ay
La ne
, S uit e 5
Pe ac htr ee
C or ne rs, G A
Ph on e:
8.3
.77 ww w.
po nd co
.co m
SHEET KEYNOTES:
GENERAL NOTES:
SHEET LEGEND:
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGENDS, AND ABBREVIATIONS.
B. THIS PLAN HAS BEEN CREATED TO SHOW
COMPLIANCE WITH UFC 3-600-01 "FIRE PROTECTION
ENGINEERING FOR FACILITIES" SECTION 1-7.2.4.2.
C. THE FOLLOWING ITEMS AS INDICATED IN UFC
3-600-01 SECTION 1-7.2.4.2 CODE COMPLIANCE SITE
PLAN ARE NOT APPLICABLE TO THIS PROJECT:
-LINE OF ENCROACHMENT IDENTIFYING
PROPERTY LINES
· FACILITY IS LOCATED WITHIN MCGUIRE AIR
FORCE BASE.
-BUILDING PERIMETER USED FOR FRONTAGE
INCREASE
· FACILITY IS WITHIN THE ALLOWABLE AREA
WITHOUT A FRONTAGE INCREASE.
-HAZARDOUS MATERIAL SPILL CONTAINMENT
TANKS
· HAZARDOUS MATERIAL SPILL CONTAINMENT
NOT PROVIDED AT THIS FACILITY.
-FIRE WATER STORAGE TANK
· EXISTING BUILDING AND ADDITION IS
SPRINKLER PROTECTED FROM DOMESTIC
WATER SYSTEM.
-FIRE LANE
· NO DESIGNATED FIRE LANE PROVIDED FOR
BUILDING ACCESS.
-BACKFLOW PREVENTION ASSEMBLY
· BACKFLOW PREVENTER IS LOCATED INSIDE
THE BUILDING'S MECHANICAL ROOM.
-FIRE PUMP ROOM
· FIRE PUMPS NOT LOCATED AT THIS
BUILDING.
1. FIRE DEPARTMENT ACCESS WITHIN 33' OF
BUILDING.
2. FIRE LANE APPROACH.
3. INTENDED FIRE DEPARTMENT MAIN ENTRANCE.
4. FIRE HYDRANT.
5. BACKFLOW PREVENTION WITHIN BUILDING.
6. NEW 5" STORZ FDC (SEE F101B).
7. MANUALLY OPERATED SECURITY GATES WITH
KNOX BOX.
8. WALL MOUNTED INDICATING OS&Y.
NEW BUILDING ADDITION
FIRE APPARATUS DRIVE PATH5
C4 FIRE DEPARTMENT ENTRANCE
SCALE: N.T.S.
BASE FIRE
DEPARTMENT
(BUILDING 1712)
PROJECT
LOCATION
NEW BUILDINGADDITION
N
TRUE
NORTH
SCALE: 1" = 30'
0 30' 60'30'
A1 FIRE PROTECTION CODE COMPLIANCE SITE PLAN
SCALE: 1" = 30'
N
C-002
FI
R
E
PR
O
TE
C
TI
O N
C O
D E
C O
M
PL
IA
N
C E
SI
TE
P
LA
N
EXISTINGBUILDING#2324
AutoCAD SHX Text B.R.P.
AutoCAD SHX Text
TO CFOF
AutoCAD SHX Text
EX. HANDHOLE #4
AutoCAD SHX Text
BUILDING 2309
AutoCAD SHX Text P7
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
W ARNOLD AVENUE (GOOD CONDITION)
AutoCAD SHX Text A/C PAD 8'2"x15'8" 114.04'
AutoCAD SHX Text
A/C PAD 13'2" X 13'3" 114.21'
AutoCAD SHX Text A/C PAD 4'2"x17'10" 113.96'
AutoCAD SHX Text
A/C PAD 16' X 16' 114.27'
AutoCAD SHX Text A/C PAD 2'9"x1' 113.34'
AutoCAD SHX Text
OVERHANG ENTRANCE
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
TRASH AREA
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
EMH EL.=112.55'
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
15"SWEET GUM
AutoCAD SHX Text
15"SWEET GUM
AutoCAD SHX Text
15"SWEET GUM
AutoCAD SHX Text
15"SWEET GUM
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text F.H.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
MAY 2010 NYD A/E BORDER
AutoCAD SHX Text FILE NAME: M:\USACE, NEW YORK DISTRICT\1180250-163005 REGIONAL TRAINING FACILITY\04.CAD_BIM\04.02.CAD\C-002.DWG
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Plot Date:2018/08/03
C R
IP
TI
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M
AR
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AP
PR
D
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AR
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D
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C R
IP
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O N
D
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AP
PR
D
2 3
C
4 5
A
B
SO
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C
IT
AT
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N N
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AM
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D W
N B
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C
KD
B
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D
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B
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D
AT
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SI
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SU
BM
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D B
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PL
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C O
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TR
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N O
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PL
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U . S
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FS
B
SHEET
REFERENCE
NUMBER
US Army Corps of Engineers New York District
AD
AL
B
R
EG
IO
N
AL
M X
TR
AI
N
IN
G F
AC
IL
IT
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PR
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C
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BE
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PT
FL
Jo in t B as e
M cG ui re
-D ix
-L ak eh ur st , N ew J er se y C
D M
C D
M
JB
B
C -0
.D
W G
PE
N
D
ER
G
AS
TM
/0
6/
0 1"
THIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
PO
ND
-F
SB
Jo int
V en tur e
P ar kw ay
La ne
, S uit e 5
Pe ac htr ee
C or ne rs, G A
Ph on e:
8.3
.77 ww w.
po nd co
.co m
GENERAL NOTES
A. REFER TO SHEET C-001 FOR GENERAL CIVIL
NOTES, LEGENDS, AND ABBREVIATIONS.
B. NORMAL WORKING HOURS ARE 0700 TO 1600
HOURS MONDAY THRU FRIDAY, EXCEPT FEDERAL
HOLIDAYS. ANY WORK OUTSIDE OF NORMAL
HOURS MUST BE APPROVED IN ADVANCE BY THE
BASE ENGINEERING OFFICE AND THE COR.
C. ALL CONTRACTOR (AND SUB CONTRACTOR)
PERSONNEL THAT WILL WORK AT JOINT BASE
MCGUIRE-DIX-LAKEHURST (JBMDL) REQUIRE
VALID IDENTIFICATION (DRIVERS LICENSE, SOCIAL
SECURITY CARD, PASSPORT, ETC). ILLEGAL
CONTRACTOR PERSONNEL WILL BE REPORTED
TO IMMIGRATION AUTHORITIES IN ADVANCE.
COORDINATE WITH THE BASE ENGINEERING
OFFICE AND COR.
D. ALL DRIVERS ON JBMDL WILL REQUIRE IN THEIR
POSSESSION A VALID DRIVER'S LICENSE. THIS
INCLUDES DRIVERS MAKING DELIVERIES ON
JBMDL. DRIVERS MAKING DELIVERIES MUST HAVE
A VALID POINT OF CONTACT ON JBMDL, AN
ADDRESS/LOCATION FOR THE DELIVERY, AND A
POST PHONE NUMBER FOR THE JBMDL CONTACT
(NO CELL PHONE NUMBERS).
E. 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.
F. NO KNIVES, GUNS, WEAPONS, EXPLOSIVES,
DRUGS, ALCOHOL ARE ALLOWED TO BE
TRANSPORTED ONTO JBMDL.
G. 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.
H. CONTRACTOR STAGING/STORAGE: THE
CONTRACTOR WILL HAVE ACCESS TO AN AREA
FOR STAGING. THE AREA WILL BE IDENTIFIED BY
THE COR AND THE BASE ENGINEERING OFFICE.
I. CONSTRUCTION VEHICLES WILL USE THE JBMDL
COMMERCIAL GATE LOCATED ON SAYLORS POND
RD.
TRUE
NORTH
A1 HAUL ROUTE
SCALE: N.T.S.
N
C-003
H
AU
L R
O U
TE
P
LA
N
MAIN ENTRANCE FOR
CONSTRUCTION
'COMMERCIAL GATE'
PROJECT SITE
SAYLORS POND RD.
FL
O
R
ID
A
AV
E.
RANCOCAS RD.
STATION ST.
CENTER RD.
PEMBERTON-W
RIG
HTSTOW
N R
D.
NEELY RD.
MCGUIRE RD. BROIDY RD.
AutoCAD SHX Text
MAY 2010 NYD A/E BORDER
AutoCAD SHX Text FILE NAME: M:\USACE, NEW YORK DISTRICT\1180250-163005 REGIONAL TRAINING FACILITY\04.CAD_BIM\04.02.CAD\C-003.DWG
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Plot Date:2018/08/03
LO
LOD
LOD
LOD
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LO
D
LO
D
LOD
LOD
LOD
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D
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LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
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LOD
LO
DLOD
LO
D
LOD
LOD
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D
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D
LOD
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D
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D
LO
D
LO
D
LO
D
LOD
LODLOD
LOD LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
DLOD
LOD
LOD
LOD
LOD
LODLO
D
112.554
EMH
112.033
MH
113.669
MH
112.781
MH
112.405
WMA
112.524
WMA
113.438
WV
116.047
WV
E
U
W
CP
S
S
E
W
D
D
D
D
D
D
D
D
D
SD
SD
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SA
N
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N
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S
SA
N
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CO
CO
CO CO
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W
E
G
G
G
G
E
E
E
E E
C O
M M
C O
M M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
COMM
COMM
COMM
C O
M M
E E
E
E E
E E
E E
E E
E
W
SD
W
W
D
D
SD
SD
SD
SD
G
G G G
60000
113.378
TBLD1 ST60001
113.410
TBLD1
60002
113.540
TBLD1
60006
113.427
TSE1 ST
60007
113.632
TSE1
60080
113.663
TBLD1
60305
113.939
TSC
60306
113.960
TSC
60466
113.890
TBLD1
60467
113.909
TBLD1
60468
113.778
TBLD1
CO
CO
U
C
D
D
D
W
W
W
D
D
SD
SD
SD
SD
SD
SD W x
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EW
Y O
R K ht tp w w w
.n an
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FS
B
SHEET
REFERENCE
NUMBER
US Army Corps of Engineers New York District
AD
AL
B
R
EG
IO
N
AL
M X
TR
AI
N
IN
G F
AC
IL
IT
Y
PR
O
JE
C
T N
U M
BE
R
PT
FL
Jo in t B as e
M cG ui re
-D ix
-L ak eh ur st , N ew J er se y C
D M
C D
M
JB
B
C -1
.D
W G
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N
D
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G
AS
TM
/0
8/
0 1"
THIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
PO
ND
-F
SB
Jo int
V en tur e
P ar kw ay
La ne
, S uit e 5
Pe ac htr ee
C or ne rs, G A
Ph on e:
8.3
.77 ww w.
po nd co
.co m
GENERAL NOTES
A. REFER TO SHEET C-001 FOR GENERAL CIVIL
NOTES, LEGENDS, AND ABBREVIATIONS.
B. SUPPLEMENTAL GIS INFORMATION PROVIDED BY
MCGUIRE AFB.
UNDERGROUND ELECTRICAL
STORM DRAIN PIPE
SANITARY SEWER PIPE
COMMUNICATION LINE
GAS LINE
UNDERGROUND ELECTRICAL (GIS)
STORM DRAIN PIPE (GIS)
SANITARY SEWER PIPE (GIS)
GAS LINE (GIS)
WATER LINE (GIS)
LIMITS OF DISTURBANCE
EE
SHEET LEGEND
SD
TRUE
NORTH
SCALE: 1" = 30'
0 30' 60'30'
A1 EXISTING CONDITIONS
SCALE: 1" = 30'
N
C-101
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
SAN
COMM
G
SDx
SSx
Gx
EUx
EXISTINGBUILDING#2324
AutoCAD SHX Text B.R.P.
AutoCAD SHX Text
EX. HANDHOLE #4
AutoCAD SHX Text P7
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
25" PINE
AutoCAD SHX Text
20" PINE
AutoCAD SHX Text
16" PINE
AutoCAD SHX Text
15" PINE
AutoCAD SHX Text
16" PINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
48" PINE
AutoCAD SHX Text
16" PINE
AutoCAD SHX Text
16" PINE
AutoCAD SHX Text
16" PINE
AutoCAD SHX Text
16" PINE
AutoCAD SHX Text
20" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
#2324 BUILDING FFE=113.90'
AutoCAD SHX Text
#2309 BUILDING FFE=114.15'
AutoCAD SHX Text
W ARNOLD AVENUE (GOOD CONDITION)
AutoCAD SHX Text A/C PAD 8'2"x15'8" 114.04'
AutoCAD SHX Text
A/C PAD 13'2" X 13'3" 114.21'
AutoCAD SHX Text
A/C PAD 8'4" X 19'5" 113.93'
AutoCAD SHX Text A/C PAD 4'2"x17'10" 113.96'
AutoCAD SHX Text
DI EL.=112.51' A. 18"CPP = 106.82' B. 18"CPP = 106.77'
AutoCAD SHX Text
A/C PAD 16' X 16' 114.27'
AutoCAD SHX Text CONC. PAD 10'10"x11' 113.08'
AutoCAD SHX Text
AutoCAD SHX Text A/C PAD 2'9"x1' 113.34'
AutoCAD SHX Text
C17 AIR CREW TRAINING CENTER BUILDING FFE=114.96'
AutoCAD SHX Text
OVERHANG ENTRANCE
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
DI EL.110.29' 30"RCP = 105.94'
AutoCAD SHX Text
30"RCP
AutoCAD SHX Text
30"RCP
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI EL. = 112.03' A. 30"RCP = 106.29' B. 30"RCP = 106.13'
AutoCAD SHX Text
DI EL. = 112.50' A. 18"CPP = 106.57' B. 30"RCP = 106.46' C. 30"RCP = 106.35'
AutoCAD SHX Text
DI EL. = 112.32' A. 30"RCP = 106.66' B. 30"RCP = 106.5'
AutoCAD SHX Text
30"RCP
AutoCAD SHX Text
30"RCP
AutoCAD SHX Text
30"RCP
AutoCAD SHX Text
18"CPP
AutoCAD SHX Text
SSMH EL. = 112.33' A. 8"PVC = 106.29' B. 8"PVC = 106.23'
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text SSMH EL. = 113.18' = 113.18' A. 8"PVC = 105.70' B. 8"PVC = 105.70' C. 8"PVC = 105.62'
AutoCAD SHX Text SSMH EL. = 113.67 = 113.67 A. 8"CLAY = 105.91 B. 8"PVC = 105.90' C. 8"PVC = 105.75' D. 6"PVC = 108.41'
AutoCAD SHX Text
SSMH EL. = 112.78' A. 8"PVC = 107.38' B. 8"PVC = 107.33' C. 8"PVC = 107.28'
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
DI EL.= 112.23' A. 18"RCP = 107.60' B. 18"RCP = 107.50'
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI EL. = 112.71' A. 8"PVC = 107.91' B. 15"CPP = 107.82'
AutoCAD SHX Text
15"CPP
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
BL
AutoCAD SHX Text
DI EL. = 112.59' 15"RCP = 109.10'
AutoCAD SHX Text
BL
AutoCAD SHX Text
DI 112.73' A. 8"PVC = 107.53 B. 15"CPP = 107.47' C. 18"CPP = 107.37'
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
18"CPP
AutoCAD SHX Text
DI EL. = 109.45' A. 15"RCP = 105.55' B. 18"RCP = 105.40'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8"CLAY
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
TRASH AREA
AutoCAD SHX Text
CONCRETE WALK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
EMH EL.=111.26'
AutoCAD SHX Text
EMH EL.=112.55'
AutoCAD SHX Text
EMH EL.=113.67'
AutoCAD SHX Text
CONCRETE
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DOOR
AutoCAD SHX Text
A/C UNIT
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CONC. PAD
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FIRE HYDRANT
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BL
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AutoCAD SHX Text F.H.
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
DI EL. = 111.624' 15"RCP =107.124'
AutoCAD SHX Text
DI EL. = 112.891' 15"RCP =107.741'
AutoCAD SHX Text
15"SWEET GUM
AutoCAD SHX Text
15"SWEET GUM
AutoCAD SHX Text
15"SWEET GUM
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15"SWEET GUM
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ASPHALT
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BM1
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BM3 N:436344.11 E:466585.61 EL:115.57'
AutoCAD SHX Text
AutoCAD SHX Text F.H.
AutoCAD SHX Text 38" Hardwood
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DI EL = 112.89' CAN NOT OPEN
AutoCAD SHX Text DI EL = 113.18' A. 15"CPP = 107.68' B. 8"PVC = 107.83' C. UNKNOWN PVC = 107.73' D. 24"CPP = 107.68'
AutoCAD SHX Text
DI EL = 112.88' A. 24"CPP = 107.68' B. 24"CPP = 107.58' C. 30"CPP = 107.55'
AutoCAD SHX Text
DI EL = 112.85' A. 24"RCP = 107.35' B. 24"RCP = 107.25'
AutoCAD SHX Text
DI EL = 113.31' A. 4"PVC = 110.21' B. 12"CPP = 109.51'
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24"RCP
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24"RCP
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30"CPP
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24"CPP
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24"CPP
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4"PVC
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8"PVC
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15"CPP
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DI EL. = 113.28' A. 30"CPP = 107.23' B. 24"RCP = 107.01' C. 30"RCP = 106.68'
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CONCRETE WALK
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ASPHALT
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AutoCAD SHX Text 60131
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MAY 2010 NYD A/E BORDER
AutoCAD SHX Text FILE NAME: M:\USACE, NEW YORK DISTRICT\1180250-163005 REGIONAL TRAINING FACILITY\04.CAD_BIM\04.02.CAD\C-101.DWG
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Plot Date:2018/08/03
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