Amendment_0003_Drawings.pdf
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341 31
RE
HCSECUR
B
LEOHW.
A T
T S
XETE
FO
S A
R E G
IS
TE
RED ARCH
ITE
C
T
D
UN RCO
UT Y
HONOR
T Y
MD
CC
CII
PO INWEST T
USM A
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
B
C
D
E
A
STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
/2
/2
:0 :2
P
M
G-002
AEP
BWH
INDEX OF DRAWINGS
INDEX OF DRAWINGS
M-204 FOURTH FLOOR HVAC PIPING PLAN
M-206 ROOF HVAC PIPING PLAN
M-301 HVAC AIR-RISER DIAGRAM
M-302 HVAC WATER-RISER DIAGRAM
M-303 HVAC WATER-RISER DIAGRAM
M-304 HVAC WATER-RISER DIAGRAM
M-401 HVAC ENLARGED PLANS
M-501 HVAC SECTIONS
M-601 HVAC DETAILS
M-602 HVAC DETAILS
M-603 HVAC DETAILS
M-604 HVAC DETAILS
M-701 HVAC INSTRUMENTATION & CONTROLS SYMBOLS
M-702 HEATING WATER SCHEMATICS AND CONTROLS
M-703 CHILLED WATER SCHEMATIC AND CONTROL DIAGRAM
M-704 TYPICAL ERU SCHEMATIC AND CONTROLS
M-705 HVAC CONTROLS
M-706 HVAC CONTROLS
M-707 STEAM SCHEMATIC AND CONTROLS
M-708 BAS NETWORK ARCHITECTURE
M-801 HVAC SCHEDULES
M-802 HVAC SCHEDULES
MD-100 BASEMENT HVAC PLAN - DEMOLITION
MD-101 FIRST LEVEL HVAC PLAN - DEMOLITION
MD-102 SECOND LEVEL HVAC PLAN - DEMOLITION
MD-103 THIRD LEVEL HVAC PLAN - DEMOLITION
MD-104 FOURTH LEVEL HVAC PLAN - DEMOLITION
MD-105 ROOF HVAC PLAN - DEMOLITION
PLUMBING
P-001 PLUMBING LEGEND
P-100 CRAWL SPACE PLAN - PLUMBING
P-101 BASEMENT FLOOR PLAN - PLUMBING
P-102 FIRST FLOOR PLAN - PLUMBING
P-103 SECOND FLOOR PLAN - PLUMBING
P-104 THIRD FLOOR PLAN - PLUMBING
P-105 FOURTH FLOOR PLAN - PLUMBING
P-106 ROOF PLAN - PLUMBING
P-401 ENLARGED PLUMBING PLANS
P-402 ENLARGED PLUMBING PLANS
P-501 PLUMBING RISERS
P-502 PLUMBING RISERS
P-701 PLUMBING DETAILS
PD-100 CRAWL SPACE PLAN - PLUMBING DEMOLITION
PD-101 BASEMENT FLOOR PLAN - PLUMBING DEMOLITION
PD-102 FIRST FLOOR PLAN - PLUMBING DEMOLITION
PD-103 SECOND FLOOR PLAN - PLUMBING DEMOLITION
PD-104 THIRD FLOOR PLAN - PLUMBING DEMOLITION
PD-105 FOURTH FLOOR PLAN - PLUMBING DEMOLITION
PD-106 ROOF PLAN - PLUMBING DEMOLITION
SECURITY
SE-001 SECURITY LEGEND SHEET
SE-200 SECURITY BASEMENT FLOOR PLAN
SE-201 SECURITY FIRST FLOOR PLAN
SE-202 SECURITY SECOND FLOOR PLAN
SE-203 SECURITY THIRD FLOOR PLAN
SE-204 SECURITY FOURTH FLOOR PLAN
SE-205 SECURITY FIFTH FLOOR
SE-206 ROOF FLOOR PLAN
SE-300 SECURITY DOOR DETAILS SHEET
SE-301 SECURITY DOOR DETAILS SHEET
SE-302 SECURITY DOOR DETAILS SHEET
SE-303 SECURITY DETAILS
SE-304 SECURITY DETAILS
STRUCTURAL
S-100 BASEMENT FRAMING PLAN
S-101 FIRST FLOOR FRAMING PLAN
S-102 SECOND FLOOR FRAMING PLAN
S-103 THIRD FLOOR FRAMING PLAN
S-104 FOURTH FLOOR FRAMING PLAN
S-106 LOW ROOF FRAMING PLAN
S-107 HIGH ROOF FRAMING PLAN
S-200 GENERAL NOTES
S-201 TYPICAL DETAILS
S-202 TYPICAL DETAILS
S-203 TYPICAL STEEL REPAIR DETAILS
S-204 TYPICAL TERRA COTTA FLAT ARCH REPAIR DETAILS
S-205 TYPICAL ATFP DETAILS
S-206 TYPICAL ATFP DETAILS
S-207 TYPICAL DETAILS
S-208 TYPICAL DETAILS
S-300 FOUNDATION SECTIONS
S-400 FLOOR AND ROOF SECTIONS
S-401 FLOOR AND ROOF SECTIONS
S-402 ROOF SECTIONS
S-403 ROOF SECTIONS
SK-01 Stair Window ATFP Coordination
TELECOM
CO-001 COMMUNICATIONS LEGEND SHEET
CO-100 BASEMENT FLOOR DEMO PLAN
CO-101 TYPICAL DEMO PLAN
CO-102 TYPICAL FLOOR DEMO PLAN
CO-104 FOURTH FLOOR DEMO PLAN
CO-106 ROOF DEMO PLAN
CO-200 COMMUNICATION BASEMENT PLAN
CO-201 COMMUNICATION FIRST FLOOR PLAN
CO-202 COMMUNICATION SECOND FLOOR PLAN
CO-203 COMMUNICATION THIRD FLOOR PLAN
CO-204 COMMUNICATION FOURTH FLOOR PLAN
CO-205 COMMUNICATION FIFTH FLOOR PLAN
CO-206 COMMUNICATIONS ROOF FLOOR PLAN
CO-300 COMMUNICATION RISER DIAGRAM
CO-301 COMMUNICATION RISER DIAGRAM
CO-302 COMMUNICATION RISER DIAGRAM
CO-303 COMMUNICATION RISER DIAGRAM
CO-304 COMMUNICATION DETAILS
INDEX OF DRAWINGS
AD-140 ROOF PLAN - DEMOLITION & PARAPETS DEMOLITION
AD-201 EAST & NORTH ELEVATIONS - DEMOLITION
AD-202 WEST & SOUTH ELEVATIONS - DEMOLITION
AD-203 ROOF STRUCTURE ELEVATIONS - DEMOLITION
AD-204 ROOF STRUCTURE ELEVATIONS - DEMILITION
AD-205 ENLARGED AREAWAY ELEVATIONS
AD-401 ENLARGED PLANS - DEMOLITION
AD-402 ENLARGED PLANS - DEMOLITION
AD-405 ENLARGED STAIR PLANS-DEMOLITION
AD-501 EXTERIOR & BASEMENT DEMOLITION PHOTOS
AD-502 INTERIOR DEMOLITION PHOTOS
AD-520 RCP DEMO PHOTOS
AD-521 RCP DEMO PHOTOS
AD-541 ROOF DEMOLITION PHOTOS
AD-542 ROOF DEMOLITION PHOTOS
ELECTRICAL
E-001 ELECTRICAL LEGEND
E-002 ELECTRICAL SITE PLAN
E-100 ELECTRICAL BASEMENT DEMOLITION PLAN
E-101 ELECTRICAL FIRST FLOOR DEMOLITION PLAN
E-102 ELECTRICAL SECOND FLOOR DEMOLITION PLAN
E-103 ELECTRICAL THIRD FLOOR DEMOLITION PLAN
E-104 ELECTRICAL FOURTH FLOOR DEMOLITION PLAN
E-105 ELECTRICAL FIFTH FLOOR DEMOLITION PLAN
E-106 ELECTRICAL ROOF DEMOLITION PLAN
E-200 ELECTRICAL BASEMENT POWER PLAN
E-201 ELECTRICAL FIRST FLOOR POWER PLAN
E-202 ELECTRICAL SECOND FLOOR POWER PLAN
E-203 ELECTRICAL THIRD FLOOR POWR PLAN
E-204 ELECTRICAL FOURTH FLOOR POWER PLAN
E-206 ELECTRICAL ROOF POWER PLAN
E-207 ELECTRICAL BASEMENT CONDUIT ROUTING PLAN
E-300 ELECTRICAL BASEMENT LIGHTING PLAN
E-301 ELECTRICAL FIRST FLOOR LIGHTING PLAN
E-302 ELECTRICAL SECOND FLOOR LIGHTING PLAN
E-303 ELECTRICAL THIRD FLOOR LIGHTING PLAN
E-304 ELECTRICAL FOURTH FLOOR LIGHTING PLAN
E-306 ELECTRICAL ROOF LIGHTING PLAN
E-401 ELECTRICAL ONE-LINE DIAGRAM
E-402 ELECTRICAL GROUNDING RISER DIAGRAM
E-403 ELECTRICAL EMERGENCY LIGHTING CONTROL DIAGRAM
E-500 ELECTRICAL SCHEDULES
E-501 ELECTRICAL SCHEDULES
E-502 ELECTRICAL SCHEDULES
E-503 ELECTRICAL SCHEDULES
E-504 ELECTRICAL SCHEDULES
E-505 ELECTRICAL SCHEDULES
E-600 ELECTRICAL DETAILS
E-601 ELECTRICAL DETAILS
E-700 ELECTRICAL PART PLANS
FIRE ALARM
FA-001 FIRE ALARM LEGEND AND RISER DIAGRAM
FA-100 FIRE ALARM BASEMENT PLAN
FA-101 FIRE ALARM FIRST FLOOR PLAN
FA-102 FIRE ALARM SECOND FLOOR PLAN
FA-103 FIRE ALARM THIRD FLOOR PLAN
FA-104 FIRE ALARM FOURTH FLOOR PLAN
FA-106 FIRE ALARM ROOF PLAN
FIRE PROTECTION
F-001 FIRE PROTECTION LEGEND
F-101 BASEMENT FLOOR PLAN - FIRE PROTECTION
F-102 FIRST FLOOR PLAN - FIRE PROTECTION
F-103 SECOND FLOOR PLAN - FIRE PROTECTION
F-104 THIRD FLOOR PLAN - FIRE PROTECTION
F-105 FOURTH FLOOR PLAN - FIRE PROTECTION
FD-101 BASEMENT FLOOR DEMOLITION PLAN - FIRE PROTECTION
FD-102 FIRST FLOOR DEMOLITION PLAN - FIRE PROTECTION
GENERAL
G-001 COVER PAGE
G-002 INDEX OF DRAWINGS
G-003 LOCATION PLAN
HAZARDOUS ABATEMENT
HA-100 ABATEMENT SCHEDULE
HA-101 ABATEMENT PLAN - FIRST FLOOR
HA-102 ABATEMENT PLAN - SECOND FLO0R
HA-103 ABATEMENT PLAN - THIRD FLO0R
HA-104 ABATEMENT PLAN - FOURTH FLO0R
z ABATEMENT PLAN - BASEMENT
INTERIOR
I-100 FURNITURE AND FIXTURES BASEMENT FLOOR PLAN 1/8"
I-101 FURNITURE AND FIXTURES FIRST FLOOR PLAN 1/8"
I-102 FURNITURE AND FIXTURES SECOND FLOOR PLAN 1/8"
I-103 FURNITURE AND THIRD FLOOR PLAN 1/8"
I-104 FURNITURE AND FIXTURES FOURTH FLOOR PLAN 1/8"
I-110 ENLARGED FURNITURE PLANS
I-111 INTERIOR FINISH PLANS AND DETAILS
I-112 INTERIOR FINISH PLAN - CHAIR RAIL
I-113 INTERIOR FINISH PLAN - FIRST FLOOR TERRAZZO PATTERN
I-114 INTERIOR FINISH PLAN - TYPICAL FLOORS SECOND THROUGH FOURTH FLOOR TERRAZZO PATTERNS
I-115 INTERIOR FINISH PLAN - ENLARGED RESTROOM FLOOR PATTERN
I-116 INTERIOR FINISH - ENLARGED RESTROOM ELEVATION W/ WALL TILE PATTERN
LANDSCAPE
L-101 MATERIALS PLAN
L-102 MATERIALS PLAN COURTYARD ENLARGEMENT
L-201 LAYOUT PLAN COURTYARD ENLARGEMENT
L-301 PLANTING PLAN AND SCHEDULE
L-501 HARDSCAPE DETAILS
LIFE SAFETY
LS-100 BASEMENT LIFE SAFETY PLAN
LS-101 FIRST FLOOR LIFE SAFETY PLAN
LS-102 SECOND FLOOR LIFE SAFETY PLAN
LS-103 THIRD FLOOR LIFE SAFETY PLAN
LS-104 FOURTH FLOOR LIFE SAFETY PLAN
MECHANICAL
M-001 HVAC SYMBOLS LEGEND, GENERAL NOTES & SHEET INDEX
M-010 CRAWL SPACE HVAC PLAN
M-100 BASEMENT HVAC PLAN - NEW
M-101 FIRST FLOOR HVAC PLAN - NEW
M-102 SECOND FLOOR HVAC PLAN - NEW
M-103 THIRD FLOOR HVAC PLAN - NEW
M-104 FOURTH FLOOR HVAC PLAN - NEW
M-106 ROOF HVAC PLAN - NEW
M-200 BASEMENT HVAC PIPING PLAN
M-201 FIRST FLOOR HVAC PIPING PLAN
M-202 SECOND FLOOR HVAC PIPING PLAN
M-203 THIRD FLOOR HVAC PIPING PLAN
INDEX OF DRAWINGS
ARCHITECTURAL
A-001 ARCHITECTURAL LEGENDS AND KEYNOTES
A-002 OVERALL PLANS - BASEMENT & FIRST FLOOR
A-003 OVERALL PLANS - SECOND AND THIRD FLOOR
A-004 OVERALL PLANS - FOURTH FLOOR & ROOF PLAN
A-100.0 CRAWL SPACE PLAN
A-100.1 BASEMENT FLOOR PLAN - NEW
A-101 FIRST FLOOR PLAN - NEW
A-102 SECOND FLOOR PLAN - NEW
A-103 THIRD FLOOR PLAN - NEW
A-104 FOURTH FLOOR PLAN - NEW
A-120 BASEMENT FLOOR RCP PLAN
A-121 FIRST FLOOR RCP PLAN
A-122 SECOND FLOOR RCP PLAN - NEW
A-123 THIRD FLOOR RCP PLAN - NEW
A-124 FOURTH FLOOR RCP PLAN - NEW
A-140 ROOF PLAN
A-141 ROOF TYPE KEY PLAN
A-200 EAST & WEST OVERALL EXTERIOR ELEVATIONS
A-201 EAST EXTERIOR ELEVATIONS - NEW
A-202 BASMENT EXTERIOR ELEVATIONS - NEW
A-203 SOUTH EXTERIOR ELEVATION - NEW
A-204 WEST EXTERIOR ELEVATIONS - NEW
A-205 NORTH ELEVATION - NEW
A-206 SALLY PORT, CLOCK TOWER EXTERIOR ELEVATIONS
A-207 ROOF STRUCTURE ELEVATIONS
A-208 ROOF STRUCTURE ELEVATIONS
A-301 BUILDING SECTIONS - NEW
A-302 BUILDING SECTIONS - NEW
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-401 ENLARGED PLANS
A-402 ENLARGED PLANS
A-403 ENLARGED PLANS
A-410 ENLARGED TYPICAL CADET ROOM
A-411 ENLARGED TYPICAL CADET ROOM
A-412 ENLARGED TYPICAL CADET ROOM INTERIOR ELEVATION
A-413 ENLARGED TYPICAL CADET ROOM INTERIOR ELEVATION
A-420 INTERIOR ELEVATIONS
A-421 MAIN CIRCULATION AREAS - FIRST FLOOR
A-422 MAIN CIRCULATION AREAS - TYPICAL UPPER LEVELS
A-423 STAIR 3 WEST & NORTH ELEVATIONS
A-424 STAIR 3 EAST & SOUTH ELEVATIONS
A-425 STAIR 4 WEST & NORTH ELEVATIONS
A-426 STAIR 4 EAST & SOUTH ELEVATIONS
A-441 STAIR 1 SECTIONS & PLANS
A-442 STAIR 2 SECTIONS & PLANS
A-443 STAIR 3 SECTIONS & PLANS
A-444 STAIR 4 SECTIONS & PLANS
A-445 STAIR 5 SECTIONS & PLANS
A-446 STAIR 6 SECTIONS & PLANS
A-447 ENLARGED ELEVATOR PLANS
A-501 PLAN DETAILS
A-502 PLAN DETAILS
A-503 PLAN DETAILS
A-504 PLAN DETAILS
A-515 MASONRY PARTITION & CONTROL JOINTS DETAILS
A-516 INTERIOR SECTION DETAILS
A-521 EXTERIOR SECTION DETAILS
A-522 EXTERIOR SECTION DETAILS
A-523 EXTERIOR AND INTERIOR WINDOW DETAILS
A-541 DETAILS - ROOF
A-542 DETAILS - ROOF
A-543 DETAILS - ROOF
A-544 DETAILS - ROOF
A-545 DETAILS - ROOF
A-550 TYPICAL MODIFIED BITUMEN DETAILS
A-551 TYPICAL MODIFIED BITUMEN DETAILS
A-552 TYPICAL METAL ROOFING DETAILS
A-601 PARTITION TYPE SCHEDULE & DETAILS
A-610 ROOM FINISH SCHEDULE - (BASEMENT - SECOND FLOOR)
A-611 ROOM FINISH SCHEDULE - (THIRD - FOURTH FLOOR)
A-612 FINISH LEGEND AND SCHEDULE
A-615 DOOR SCHEDULES
A-616 DOOR SCHEDULES
A-617 DOOR TYPES
A-618 DOOR FRAME TYPES
A-620 WINDOW SCHEDULES
A-621 WINDOW TYPE ELEVATIONS
A-622 WINDOW TYPE ELEVATIONS
A-631 DOOR DETAILS
A-701 MILLWORK DETAILS
A-702 MILLWORK DETAILS
A-703 MILLWORK DETAILS
A-704 MILLWORK DETAILS
A-705 SIGNAGE DETAILS
A-706 SIGNAGE DETAILS
A-707 EVACUATION SIGNAGE DETAILS
A-708 EVACUATION SIGNAGE DETAILS
A-709 EVACUATION SIGNAGE DETAILS
A-710 EVACUATION SIGNAGE DETAILS
CIVIL
C-001 NOTES
CD-101 DEMOLITION PLAN
CG-001 EROSION AND SEDIMENT CONTROL NOTES
CG-101 EROSION AND SEDIMENT CONTROL PLAN AND DRAINAGE DIVIDES
CG-102 GRADING AND DRAINAGE PLAN
CG-103 GRADING AND DRAINAGE PLAN
CG-201 UTILITY PROFILES
CG-501 EROSION AND SEDIMENT CONTROL DETAILS
CU-101 SITE AND UTILITY PLAN
CU-201 UTILITY PROFILES
CU-501 SITE AND UTILITY DETAILS
CU-502 SITE AND UTILITY DETAILS
V-101 SURVEY
DEMOLITION
AD-100 BASEMENT FLOOR PLAN - DEMOLITION
AD-101 FIRST FLOOR PLAN - DEMOLITION
AD-102 SECOND FLOOR PLAN - DEMOLITION
AD-103 THIRD FLOOR PLAN - DEMOLITION
AD-104 FOURTH FLOOR PLAN - DEMOLITION
AD-120 BASEMENT FLOOR RCP PLAN - DEMOLITION
AD-121 FIRST FLOOR RCP PLAN - DEMOLITION
AD-122 SECOND FLOOR RCP PLAN - DEMOLITION
AD-123 THIRD FLOOR RCP PLAN - DEMOLITION
AD-124 FOURTH FLOOR RCP PLAN - DEMOLITION
Date Rev. # Revision/Submission
07-28-16 3 Amendment 3
MERD7441
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MERD7441
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ABANDONED
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C x
E x
12"RCP
SS
x
8" DIP
E x
P
SS
x
P
P
24" RCP
S D x
S D x
S D x
S D x
S D x
SD
x
SS
x
SS
x
SS
x
SS
x
EISENHOWER BARRACKS
GRANT HALL
GRANT BARRACKS
DAVIS BARRACKS
SD
x
SD
x
BFE=148.15
BFE=149.50
156.3
149.3
150.5
158.77
150.40
158.68
147.4
158.77
158.77
147.5
153.48
147.68
147.8
147.40
147.6
153.02
147.6
155.35
158.77
149.48
156.75
148.15
JB 10883
SSMH 8677
T H
A Y
W
A L
K
I
N
A
C
T
I
V
E
S
T
O
R
M
S
Y
S
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E
M
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
GRANITE PAVER S/W
G R
A N
I T
E
P
A V
W
E x
EX. ELECTRICAL DUCTBANK
TAKEN FROM TEST HOLE DATA
#6 ON 06/23/2015
(DEPTH TO TOP= 18")
1. COORDINATES WERE ESTABLISHED BY USING
TRIMBLE GPS AND REFERENCED TO NGS
MONUMENTATION.
2. NGS MONUMENTS USED WERE LY2510, AB3882 AND
AB3872.
3. HORIZONTAL DATUM: NEW YORK COORDINATE
SYSTEM OF 1983 EAST ZONE, NAD 83 (1996), US
SURVEY FEET.
4. VERTICAL DATUM: NAVD 88, USING GEOID 12A FOR
DETERMINING THE ORTHOMETRIC ELEVATION.
5. UTILITIES DESIGNATED UNDER QUALITY LEVEL D
(QL-D) ARE SHOWN HEREON AS DATR (DATA
ACCORDING TO RECORDS).
6. UTILITIES DESIGNATED AND SHOWN HEREON ARE
QUALITY LEVEL B (QL-B) HAVE A HORIZONTAL
ACCURACY OF ± 2 FEET, UNLESS LABELED AS DATR
(DATA ACCORDING TO RECORD).
7. UTILITIES DESIGNATED UNDER QUALITY LEVEL A
(QL-A) STANDARDS OCCUR ONLY AT AREAS OF TEST
HOLES.
8. SUBSURFACE UTILITIES WERE LOCATED USING
VISUAL EVIDENCE, GROUND PENETRATING RADAR
(GPR) AND RADIO FREQUENCY-ELECTROMAGNETIC
(EM) SURVEY. OTHER BURIED UTILITIES MAY EXIST
BUT WERE NOT DETECTED DUE TO LIMITATIONS OF
GPR AND EM SYSTEMS, SITE ACCESS, AND/OR HIGH
UTILITY CONGESTION. THEREFORE, DUE CAUTION
SHOULD BE USED WHEN PERFORMING SUBSURFACE
EXCAVATION ACTIVITIES WHERE POTENTIAL
CONFLICTS EXIST. ATKINS WILL NOT BE
RESPONSIBLE FOR DAMAGES THAT MAY OCCUR.
9. WHERE INDICATED, UTILITY PIPE SIZE AND
CONSTRUCTION MATERIAL ARE BASED ON VISUAL
EVIDENCE OR HISTORICAL RECORDS.
10. SIZE AND MATERIAL TYPE INFORMATION SHOWN
HEREON IS TAKEN FROM AVAILABLE UTILITY
RECORDS. UNLESS NOTED ON PLANS, SERVICE
LINES (SVC) ARE OF UNKNOWN SIZE AND TYPE
(UNKOWN SIZE/TYPE)
11. DATE OF FIELD WORK: 09/05/13 - 09/08/13
12. AREAWAY DRAIN PIPING IS UNKNOWN. NEW
CONNECTIONS WILL BE MADE AS SHOWN ON CG102.
WATER VALVE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
FIRE DEPARTMENT
CONNECTION
POST INDICATOR VALVE
ELECTRIC MANHOLE
LIGHT POLE
COMMUNICATION MANHOLE
STEAM MANHOLE
STORM DRAIN MANHOLE
STORM DROP INLET
SANITARY SEWER MANHOLE
TREE
HEDGE ROW
STORM MAIN PIPE
SANITARY MAIN PIPE
ELECTRIC LINE
COMMUNICATION LINE
WATER LINE
IRRIGATION LINE
HANDRAIL/FENCE
GRASS
BENCH MARK
DOUBLE DOOR
SINGLE DOOR
BOLLARD
SIGN
STREET WASHER WITH 1"
HOSE CONNECTION
ROOF INLET
INTERNAL ROOF DRAIN PIPING
STORM GRATE INLET
ADJACENT TO CURB
AREAWAY DRAIN
EX. SPOT ELEVATION
SD
x
SS
x
E x
C x
W x
X
LS
(SEE SURVEY NOTE #12)
N
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
Revision / SubmissionDate Rev.#Rev. By
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
KEY PLAN
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
B
C
D
E
A
STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
D
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1/
/2
2:
:0
P
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DAR
GEC
SURVEY
V-101
SURVEY NOTES
LEGEND
1" = 20' GRAPHIC SCALE
0 20' 60'10' 40'
AMENDMENT 307-28-16 JVC
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 20
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 21
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 22
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 23
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 24
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 25
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 26
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 28
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 29
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PERSHING BARRACKS
AutoCAD SHX Text
STOP CADETS ONLY/NO PARK
AutoCAD SHX Text B
AutoCAD SHX Text
JEFFERSON HALL LIBRARY
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
BM503 CITY/STATE NUT N=931819.51 E=641293.42 ELEV=152.68
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURBING WITH COPING INSIDE SALLY PORT
AutoCAD SHX Text
GRANITE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text W
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
AutoCAD SHX Text
8" SANITARY PER SITE PLAN
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text F
AutoCAD SHX Text
ST
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text P
AutoCAD SHX Text B x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
SD
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SD
x
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x
SD
x
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x
S
D x
S
D x
S
D x
SD
x
SD
x
SD
x
SD
x
S D x
S D x
SD
x
SD
x
S D x
S D x
S D x
S D x
S
D x
S
D x
S D x S
D x S
D x S
D x
S D x
S D x
SD
x
SD
x
SD
x
SD
x
S
D x
S D x S
D x
SD
x
SD
x
SD
x
SD
x
X X
X
W x
W x
W x
C x
E x
E x
G x G x
G x
C x
E x
E x
W x
W x W x
W x
E x
E x
W x
E x
E x
W x
W x
G x G x
G x
G x G x
G x
G x
G x
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C x
C x
C x
C x
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W x
W x
W x
E x
E x
E x
G x
E x
E x
E x
E x
E x
G x
G x
W x
W x
W x
G x
G x
G x
G x
G x G x
G x
G x
G x
G x
G x
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W x
W x
W x
W x
W x
W x
W x
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G x
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C x
C x
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E x
E x
E x
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E x
E x
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W x
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W x W x
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C x
G x
G x G x
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E x
E x
E x
E x
E x E x
E x
G x
G x G x
G x
G x
G x
E x
E x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
C x
C x
G x
G x
G x
G x
E x
E x
E x
E x
E x
G x
G x
G x
W x
C x
C x
C x
C x
C x
W x
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
L S
L S
LS
LS
L
S
L S
L S
L S
L S
L
S
W x
L S
L S
L S
L S
X X
X
X
X
X
L S
L S
E x
E x
E x
R
C P
M
E T
A L
M
E T
A L
M
E T
A L
M
E T
A L
24"M
ETAL
24"METAL 24"METAL
24"METAL
P
12"M
ETAL
M
E
T
A
L
C
H
D
P
E
12" CLAY
A
Y
A
Y
12"M E
T A
L
R
C
P
R
C P
8" PVC
8" PVC
8" PVC
P
V C
C
H
D
P
E
R
C P
P
C
H
D
P
E
C
H
D
P
E
24"M
ETAL
12" RCP
S D x
S D x
C
L A
Y
M
E T
A L
M
E T
A L
B
R I C
K
B
R I C
K
A
Y
C
L A
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M
E T
A L
M
E T
A L
M
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A
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P
V C
C
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C
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S D x
C
L A
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S
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S
D x
C
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A L
P
V C
A
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18"METAL
R
E
I N
F
O
R
C
N
C
R
E
P
E
12"METAL
C
L A
Y
C
L A
Y
C
L
A
Y
M
E T
A L
M
E T
A L
M
E
T
A
L
12"METAL
12"METAL
12"METAL
12"METAL
M
E
T
A
L
M
E T
A L
M
E T
A L
M
E T
A L
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
C x
C x
C x
C x
S T
R
S T
R
S T
R
S T
R
S T
R
ST
R
ST
R
ST
R
M
E
T
A
L
D
I
P
P
X
X
X
X X
X X
X X
X
X
X
X X
X
X
E x
E x
E x
E x
E x
BLDG 756
(A & B)
BRADLEY BARRACKS
BLDG 600
BLDG 751
PERSHING BKS
BLDG
BLDG 753
BARTLETT HALL
BLDG 745
BLDG 745
B L
JEFFERSON
HALL LIBRARY
BLDG 751
PERSHING BKS
BLDG 758
FFE=155.73
FFE=158.3
FFE=158.3
F F
E
FFE=164.86
FFE=158.77
FFE=158.77
FFE=158.2
ABANDONED
WATER
MANHOLE
S T
R
S T
R
S T
R
S T
R
S T
R
S T
R
ST
R
ST
R
ST
R
ST
R
S T
R
S T
R
ST
R
ST
R
ST
R
ST
R
ST
R
ST
R
ST
R
ST
R
S T
R
S T
R
S T
R
S T
R
S
D x
S
D x
S
D x
C
L A
Y
C x
E x
12"RCP
SS
x
8" DIP
E x
P
SS
x
P
P
24" RCP
S D x
S D x
S D x
S D x
S D x
SD
x
SS
x
SS
x
SS
x
SS
x
EISENHOWER BARRACKS
GRANT HALL
GRANT BARRACKS
DAVIS BARRACKS
SD
x
SD
x
BFE=148.15
BFE=149.50
JB 10883
SSMH 8677
T H
A Y
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S
T
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M
S
Y
S
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E
M
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
GRANITE PAVER S/W
G R
A N
I T
E
P
A V
W
E x
EX. ELECTRICAL DUCTBANK
TAKEN FROM TEST HOLE DATA
#6 ON 06/23/2015
(DEPTH TO TOP= 18")
STAGING
AREA
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X
X
X X
X X
1. REMOVE CONCRETE TOPPING IN SALLYPORT
2. REMOVE CONCRETE SIDEWALK AND CURB
3. SAVE TREE
4. MAINTAIN AND PROTECT STORM STRUCTURE DURING
CONSTRUCTION
5. PROTECT COMMUNICATIONS MANHOLE DURING
CONSTRUCTION
6. PROTECT ELECTRICAL MANHOLE DURING
CONSTRUCTION
7. INSTALL TEMPORARY 20' DOUBLE CHAINLINK SWING
GATE
8. PROTECT FIRE DEPARTMENT CONNECTION DURING
CONSTRUCTION
9. PROTECT SANITARY SEWER MANHOLE DURING
CONSTRUCTION
10. REMOVE BOLLARD
11. PROTECT FIRE HYDRANT DURING CONSTRUCTION
12. PROTECT STEAM MANHOLE DURING CONSTRUCTION
13. PROTECT WATER VALVE DURING CONSTRUCTION
14. REMOVE MANHOLE
15. REMOVE AND TEMPORARILY STORE LIGHT.
RE-INSTALL PER SITE PLAN.
16. ERADICATE BASKETBALL COURT STRIPING
17. REMOVE MANHOLE AND REPLACE WITH NEW
MANHOLE AS SHOWN ON CU101.
18. REMOVE BOLLARD. COORDINATE WITH DPW FOR
DIRECTION ON WHETHER TO DISPOSE OF BOLLARD
OR TURN BOLLARD OVER TO DPW.
19. REMOVE DRAIN PIPING IN BUILDING (REFER TO
BUILDING DEMOLITION PLAN).
20. PROTECT AND MAINTAIN INTERNAL ROOF DRAIN
PIPING.
21. CONTRACTOR TO LOCATE ROOF DRAIN DISCHARGE
POINT AND CONNECT TO NEW MANIFOLD SYSTEM AS
SHOWN ON CG102.
22. REMOVE PAVEMENT AREA FOR STEAM TUNNEL
REPAIR WORK.
23. PROTECT BENCH DURING CONSTRUCTION
24. PROTECT PLAQUE DURING CONSTRUCTION
25. PROTECT ELECTRICAL JUNCTION BOX DURING
CONSTRUCTION
26. PROTECT IRRIGATION CONTROL VALVE DURING
CONSTRUCTION
27. REMOVE BENCH AND TEMPORARILY STORE DURING
CONSTRUCTION. RE-INSTALL PER LANDSCAPE PLAN.
28. REMOVE "PERSHING BARRACKS" SIGN AND
TEMPORARILY STORE DURING CONSTRUCTION.
RE-INSTALL PER SITE PLAN.
29. PROTECT EXISTING LIGHT POLE DURING
CONSTRUCTION.
30. REMOVE POST INDICATOR VALVE
31. REMOVE "STOP CADETS ONLY/ NO PARKING" SIGN
AND TEMPORARILY STORE DURING CONSTRUCTION.
RE-INSTALL PER SITE PLAN.
32. REMOVE STEAM TUNNEL SEE CU101 FOR
REPLACEMENT PLAN AND DETAILS.
33. REMOVE TREE.
8' HIGH CHAINLINK
CONSTRUCTION
FENCE WITH
PRIVACY SCREEN
REMOVE CONCRETE
LIMITS OF
DISTURBANCE
REMOVE SIDEWALK
REMOVE
LANDSCAPE
REMOVE ASPHALT
REMOVE AND
REPLACE GRANITE
PAVERS AND CURB
REMOVE STEAM
TUNNEL CAP
CONVENTIONAL
CONSTRUCTION
STANDOFF
DISTANCE (80 FT.)
MINIMUM STANDOFF
DISTANCE (28 FT.)
REMOVE PIPE
SUGGESTED HAUL
ROUTE
TREE PROTECTION
FENCE
X X X X X X X X
C2
CG501
1. SEE SHEET C-001 FOR GENERAL NOTES
DEMOLITION
PLAN
CD101
SHEET KEYNOTES
LEGEND
GENERAL NOTES
1" = 20' GRAPHIC SCALE
0 20' 60'10' 40'
N
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
Revision / SubmissionDate Rev.#Rev. By
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
KEY PLAN
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
B
C
D
E
A
STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
D
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GEC
AMENDMENT 307-28-16 JVC
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 20
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 21
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 22
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 23
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 24
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 25
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 26
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 28
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 29
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PERSHING BARRACKS
AutoCAD SHX Text
STOP CADETS ONLY/NO PARK
AutoCAD SHX Text B
AutoCAD SHX Text
JEFFERSON HALL LIBRARY
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
BM503 CITY/STATE NUT N=931819.51 E=641293.42 ELEV=152.68
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURBING WITH COPING INSIDE SALLY PORT
AutoCAD SHX Text
GRANITE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text W
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
AutoCAD SHX Text
8" SANITARY PER SITE PLAN
AutoCAD SHX Text B
AutoCAD SHX Text B x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
S
D x
S
D x
S
D x
SD
x
SD
x
SD
x
SD
x
S D x
S D x
SD
x
SD
x
S D x
S D x
S D x
S D x
S
D x
S
D x
S D x S
D x S
D x S
D x
S D x
S D x
SD
x
SD
x
SD
x
SD
x
S
D x
SD
x
SD
x
SD
x
SD
x
X X
X
W x
W x
W x
C x
E x
E x
G x G x
G x
C x
E x
E x
W x
W x W x
W x
E x
E x
W x
E x
E x
W x
W x
G x G x
G x
G x G x
G x
G x
G x
C x
C x
C x
C x
C x
W x
W x
W x
W x
W x
W x
E x
E x
E x
G x
E x
E x
E x
E x
E x
G x
G x
W x
W x
W x
G x
G x
G x
G x
G x G x
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
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W x
W x
W x
G x
C x
C x
C x
E x
E x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
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E x
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W x
W x
W x
W x
W x
W x
W x
W x
W x
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W x W x
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E x E x
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G x G x
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C x
C x
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G x
G x
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E x
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E x
E x
E x
G x
G x
G x
W x
C x
C x
C x
C x
C x
W x
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
L S
L S
LS
LS
L
S
L S
L S
L S
L S
L
S
W x
L S
L S
L S
L S
X X
X
X
X
X
L S
L S
E x
E x
E x
R
C P
M
E T
A L
M
E T
A L
M
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A L
M
E T
A L
24"M
ETAL
24"METAL 24"METAL
24"METAL
P
12"M
ETAL
M
E
T
A
L
C
H
D
P
E
12" CLAY
A
Y
A
Y
12"M E
T A
L
R
C
P
R
C P
8" PVC
8" PVC
8" PVC
P
V C
C
H
D
P
E
R
C P
P
C
H
D
P
E
C
H
D
P
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24"M
ETAL
12" RCP
S D x
S D x
C
L A
Y
M
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A L
M
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A L
B
R I C
K
B
R I C
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R
E
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12"METAL
C
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L A
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L
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A L
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12"METAL
12"METAL
12"METAL
M
E
T
A
L
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M
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A L
M
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A L
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
C x
C x
C x
C x
S T
R
S T
R
S T
R
S T
R
S T
R
ST
R
ST
R
ST
R
M
E
T
A
L
D
I
P
P
X
X
X
X X
X X
X X
X
X
X
X X
X
X
E x
E x
E x
E x
E x
BLDG 756
(A & B)
BRADLEY BARRACKS
BLDG 600
BLDG 751
PERSHING BKS
BLDG
BLDG 753
BARTLETT HALL
BLDG 745
BLDG 745
B L
JEFFERSON
HALL LIBRARY
BLDG 751
PERSHING BKS
BLDG 758
FFE=155.73
FFE=158.3
FFE=158.3
F F
E
FFE=164.86
FFE=158.77
FFE=158.77
FFE=158.2
S T
R
S T
R
S T
R
S T
R
S T
R
S T
R
ST
R
ST
R
ST
R
ST
R
S T
R
S T
R
ST
R
ST
R
ST
R
ST
R
ST
R
ST
R
ST
R
ST
R
S T
R
S T
R
S T
R
S T
R
S
D x
S
D x
S
D x
C x
E x
12"RCP
8" DIP
E x
P
P
P
24" RCP
S D x
S D x
S D x
SD
x
SS
x
SS
x
SS
x
SS
x
EISENHOWER BARRACKS
GRANT HALL
GRANT BARRACKS
DAVIS BARRACKS
BFE=148.15
BFE=149.50
T H
A Y
L
K
I
N
A
C
T
I
V
E
S
T
O
R
M
S
Y
S
T
E
M
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
GRANITE PAVER S/W
G R
A N
I T
E
P
A V
W
E x
EX. ELECTRICAL DUCTBANK
TAKEN FROM TEST HOLE DATA
#6 ON 06/23/2015
(DEPTH TO TOP= 18")
15'
8" HDPE
8" HDPE
S D
SD
D
S D
S D
S D
D
D
D
D
S D
S D
S D
D
D
ST-12
ST-09
ST-03
ST-01
ST-19
ST-16
P-126
P-127
P-117
P-111
P-104
P-101
P-102
S-102
P-135
P-138
P-140
P-141
P-142
P-144
P-146
P-132
S-104
P
U D
U D
U D
D
ST-06
ST-04
ST-05
ST-07
ST-08
ST-10
ST-11
ST-13
ST-14
ST-15
P-122
P-129
P-116
-115
P-110
P-107
P-105
P-133
D
ST-02
S D
P-118
F
F
P
P-125
SS
SS
SEE SHEET M-200
FOR CONTINUATION
1. INSTALL REMOVABLE, LOCKABLE
BOLLARD
2. NEW GRANITE CURB
3. RESET GRANITE PAVER BLOCKS
4. PROTECT EXISTING TREE DURING
CONSTRUCTION
5. STRIPE BASKETBALL COURT AT
NEW LOCATION SHOWN
6. NEW 6" DOMESTIC WATER (SEE
PLUMBING PLANS FOR
CONNECTION)
7. NEW 8" FIRE WATER (SEE
PLUMBING PLANS FOR
CONNECTION)
8. INSTALL FIXED BOLLARD
9. 8' x 24' POWER SUBSTATION
ROOM (SEE ARCHITECTURAL
PLANS FOR DETAIL)
10. CONTRACTOR TO LOCATE
EXISTING BEND IN STORM SEWER
AND ADD STRUCTURE ST-12 AS
SHOWN. ENSURE THAT PIPING
DOWNSTREAM OF ST-15, 12, AND
14 IS CONNECTED TO ST-11 AND
PROPERLY DRAINS TO ST-03
11. INSTALL POST INDICATOR VALVE
12. RE-INSTALL "PERSHING
BARRACKS" SIGN.
13. RE-INSTALL "STOP CADETS ONLY/
NO PARKING" SIGN.
14. RE-INSTALL LIGHT POLE.
15. DIRECT BURY 8" LPS, 3" PC AND 4"
HPS STEAM PIPES (SEE M-200
FOR ADDITIONAL INFORMATION)
16. PROPOSED WALL (SEE
STRUCTURAL DRAWINGS FOR
REFERENCE)
17. 6" CHWR&S - CAP END OF THE
LINE FOR FUTURE CONNECTION
18. NEW CONCRETE WALL SECTION
REQUIRED TO SEAL THE WALL OF
VAULT H ONCE LATERAL TUNNEL
IS DEMOLISHED AND NEW STEAM
PIPING IS INSTALLED. MATCH EX
VAULT H WALL THICKNESS AND
A1
CU501
C4
CU501
C2
CU501
D2
CU501
LIMITS OF
DISTURBANCE
NEW WATER
SERVICE LINE
NEW FIRE LINE
NEW CURB
MILL AND OVERLAY
3" WEARING COURSE
NEW GRANITE
PAVERS
NEW SALLYPORT
CONCRETE (SEE
STRUCTURAL PLANS)
NEW SIDEWALK
CONVENTIONAL
CONSTRUCTION
STANDOFF
DISTANCE (80 FT.)
MINIMUM
STANDOFF
DISTANCE (28 FT.)
NEW GRASS
NEW MAN HOLE
NEW STORM DRAIN
PIPE
NEW UNDERDRAIN
NEW STORM CLEANOUT
PROPOSED BOLLARD
PROPOSED
CATCH BASIN
PROPOSED
SANITARY PIPE
W
D
F
UD UD
CO
SS
1. CONTRACTOR TO VERIFY THAT ROOF LEADERS
CONNECT TO DEDICATED STORM STRUCTURES.
CONTRACTOR TO VERIFY THAT SEWER LATERALS
CONNECT TO DEDICATED SEWER MANHOLES.
CONSTRUCT NEW CONNECTIONS AS NECESSARY.
2. GRANITE CURB IN GOOD CONDITION MAY BE
RE-USED.
3. CONTRACTOR TO VERIFY THAT ALL BUILDING AREA
DRAINS CONNECT TO STORM SEWER.
4. SEE LANDSCAPE PLAN FOR COURTYARD DESIGN
PHASE.
N
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
Revision / SubmissionDate Rev.#Rev. By
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
KEY PLAN
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
B
C
D
E
A
STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
D
U
N
R
C
O
U
T
Y
H
O
N
O
R
T
Y
M
D
C
C
C
I
I
PO
I N
W
E
S
T
T
U
S
M A
1/
/2
2:
:0
P
M
DAR
GEC
SITE AND
UTILITY PLAN
CU101
SHEET KEYNOTES
LEGEND
GENERAL NOTES
1" = 20' GRAPHIC SCALE
0 20' 60'10' 40'
AMENDMENT 307-28-16 3
JVC
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 20
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 21
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 22
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 23
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 24
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 25
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 26
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 28
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 29
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text B
AutoCAD SHX Text
JEFFERSON HALL LIBRARY
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
BM503 CITY/STATE NUT N=931819.51 E=641293.42 ELEV=152.68
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURBING WITH COPING INSIDE SALLY PORT
AutoCAD SHX Text
GRANITE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text W
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
8" SANITARY PER SITE PLAN
x
S
D x
S
D x
S
Dx
G x x
E x
E x
E x
E x
E x
E x
Ex
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W xW x
W x W xW x
W x
W x
W x
E x E xE x
E xE x
E x
E
E x
E x
E x
E x
E x
E x
E x
E x
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
LSLS
LS
LS
L S
LS
LS
L S
L S
W x
W x
W x
L
S
LSLS
LS
LS
LSLS
LS
LS
X
X
P
V C
8" PVC
C
H
D
P
E
4" PVC
SD
x
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
X
X
X
X X
XXXX
X X X X
X X
X X
X
X
X X
X
X
X
X X
X
XXXX
X
X X
X X
X
B L D
G
P E
R S
H I N
G
B
K S
B L D
G
P E
R S
H I N
G
B
K S
F F
E
F F
E
S T
R
ST
R
S T
R
S
D x
S
D x
S
D x
S
D x
C x
P
SD
x
SD
x
SD
x
SD
x
SD
x
S D x
SD
x
B F
E
B F
E
SD
SD
GRANITE PAVER S/W
S D x
S
D x
S
D x
S
Dx
G x x
E x
E x
E x
E x
E x
E x
Ex
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W xW x
W x W xW x
W x
W x
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E x E xE x
E xE x
E x
E
E x
E x
E x
E x
E x
E x
E x
E x
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
LSLS
LS
LS
L S
LS
LS
L S
L S
W x
W x
W x
L
S
LSLS
LS
LS
LSLS
LS
LS
X
X
P
V C
8" PVC
C
H
D
P
E
4" PVC
SD
x
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
X
X
X
X X
XXXX
X X X X
X X
X X
X
X
X X
X
X
X
X X
X
XXXX
X
X X
X X
X
B L D
G
P E
R S
H I N
G
B
K S
B L D
G
P E
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H I N
G
B
K S
F F
E
F F
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S T
R
ST
R
S T
R
S
D x
S
D x
S
D x
S
D x
C x
P
SD
x
SD
x
SD
x
SD
x
SD
x
S D x
SD
x
B F
E
B F
E
SD
SD
GRANITE PAVER S/W
S S
SDSDSD
S D
D
SD SD SD SD SD SD SD
S
D
D
D
D
D
S D
S
D
SD
SD
SD
SD
SD
S S
D
SD
S D
D
SD
SD
CO-3
S D
S D
S D
S
D
S D
UD
UD
UD
UD
UD
UD
D
SD
D
SD
SD
W
W
F
CO-4
CO-1
CO-2
CO-5
W
W
W
S S
S S
CO-5
S E
E
S
H E
M
F O
R
C
O N
T I N
U A
T I O
N
S D x
S
D x
S
D x
S
Dx
G x x
E x
E x
E x
E x
E x
E x
Ex
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W xW x
W x W xW x
W x
W x
W x
E x E xE x
E xE x
E x
E
E x
E x
E x
E x
E x
E x
E x
E x
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
L S
LSLS
LS
LS
L S
LS
LS
L S
L S
W x
W x
W x
L
S
LSLS
LS
LS
LSLS
LS
LS
X
X
P
V C
8" PVC
C
H
D
P
E
4" PVC
SD
x
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
X
X
X
X X
XXXX
X X X X
X X
X X
X
X
X X
X
X
X
X X
X
XXXX
X
X X
X X
X
B L D
G
P E
R S
H I N
G
B
K S
B L D
G
P E
R S
H I N
G
B
K S
F F
E
F F
E
S T
R
ST
R
S T
R
S
D x
S
D x
S
D x
S
D x
C x
P
SD
x
SD
x
SD
x
SD
x
SD
x
S D x
SD
x
B F
E
B F
E
SD
SD
GRANITE PAVER S/W
155.08
155.11
155.17
155.06
154.99
155.22
155.24
155.31
155.19
155.12
155.69
155.71
155.78
155.66
155.60
154.39
154.41
154.46
154.36
154.31
154.27
154.29
154.34
154.25
154.20
153.85
153.87
153.94
153.83
153.76
153.97
153.99
154.05
153.94
153.87
155.80
153.20
155.17 155.17
154.90
154.90
155.74
HP
156.20
155.47 155.60
155.00
154.77
154.40
154.20
154.01
153.78
153.53
153.79
154.69
155.11
156.05
155.88
HP
155.88
HP
155.01
154.74
2.0%
2.0%
2.0%
2.1%
154.87
155.55
155.58
155.64
155.53
155.46
STORM PIPE
UNDERDRAIN PIPE
MANHOLE
EXISTING ROOF
DRAIN INLET
EXISTING
AREAWAY DRAIN
EXISTING
CONTOUR
PROPOSED
CONTOUR
PROPOSED
CATCH BASIN
D
UD
SHEET KEYNOTES
LEGEND
COURTYARD
GRADING AND
DRAINAGE PLAN
CG103
1" = 10' GRAPHIC SCALE
0 10' 30'5' 20'
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
Revision / SubmissionDate Rev.#Rev. By
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
B
C
D
E
A
STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
D
U
N
R
C
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U
T
Y
H
O
N
O
R
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Y
M
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C
C
I
I
P O
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W
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S T
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M A
1/
/2
2:
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P
M
DAR
GEC
N
KEY PLAN
AMENDMENT 307-28-16 JVC 3
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
AutoCAD SHX Text
8" SANITARY PER SITE PLAN
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
AutoCAD SHX Text
8" SANITARY PER SITE PLAN
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
AutoCAD SHX Text
8" SANITARY PER SITE PLAN
AutoCAD SHX Text 155.00
155.00
SD
D
S D
S D
S D
D
D
D
D
S D
S D
S D
D
D
ST-12
ST-09
ST-03
ST-01
ST-19
CO-3
ST-16
P-126
P-127
P-117
P-111
P-104
P-101
P-102 P-135
P-138
P-140
P-141
P-142
P-144
P-146
P-132
U D
U D
U D
D
ST-06
ST-04
ST-05
ST-07
ST-08
ST-10
ST-11
ST-13
ST-14
ST-15
P-122
P-129
P-116
-115
P-110
P-107
P-105
P-133
D
ST-02
S D
P-112
P-118
F
F
CO-4
CO-1
CO-2
P-130
CO-5
W
P-134
P-149
P-151
P-152
P-153
P-125
SS
SS
CO-5
SEE SHEET M-200
FOR CONTINUATION
S D x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
S
D x
S
D x
S
D x
SD
x
SD
x
SD
x
SD
x
S D x
S D x
SD
x
SD
x
S D x
S D x
S D x
S D x
S
D x
S
D x
S D x S
D x S
D x S
D x
S D x
S D x
SD
x
SD
x
SD
x
SD
x
S
D x
SD
x
SD
x
SD
x
SD
x
X X
X
W x
W x
W x
C x
E x
E x
G x G x
G x
C x
E x
E x
W x
W x W x
W x
E x
E x
W x
E x
E x
W x
W x
G x G x
G x
G x G x
G x
G x
G x
C x
C x
C x
C x
C x
W x
W x
W x
W x
W x
W x
E x
E x
E x
G x
E x
E x
E x
E x
E x
G x
G x
W x
W x
W x
G x
G x
G x
G x
G x G x
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x
W x
G x
C x
C x
C x
E x
E x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
C x
G x
G x G x
E x
E x
E x
E x
E x
E x E x
E x
G x
G x G x
G x
G x
G x
E x
E x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
C x
C x
G x
G x
G x
G x
E x
E x
E x
E x
E x
G x
G x
G x
W x
C x
C x
C x
C x
C x
W x
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
L S
L S
LS
LS
L
S
L S
L S
L S
L S
L
S
W x
L S
L S
L S
L S
X X
X
X
X
X
L S
L S
E x
E x
E x
R
C P
M
E T
A L
M
E T
A L
M
E T
A L
M
E T
A L
24"M
ETAL
24"METAL 24"METAL
24"METAL
P
12"M
ETAL
M
E
T
A
L
C
H
D
P
E
12" CLAY
A
Y
A
Y
12"M E
T A
L
R
C
P
R
C P
8" PVC
8" PVC
8" PVC
P
V C
C
H
D
P
E
R
C P
P
C
H
D
P
E
C
H
D
P
E
24"M
ETAL
12" RCP
S D x
S D x
C
L A
Y
M
E T
A L
M
E T
A L
B
R I C
K
B
R I C
K
A
Y
C
L A
Y
M
E T
A L
M
E T
A L
M
E
T
A
L
P
V C
C
L A
Y
C
H
D
P
E
S D x
C
L A
Y
S
D x
S
D x
C
P
M
E T
A L
P
V C
18"METAL
R
E
I N
F
O
R
C
N
C
R
E
P
E
12"METAL
C
L A
Y
C
L A
Y
C
L
A
Y
M
E T
A L
M
E T
A L
M
E
T
A
L
12"METAL
12"METAL
12"METAL
12"METAL
M
E
T
A
L
M
E T
A L
M
E T
A L
M
E T
A L
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
C x
C x
C x
C x
S T
R
S T
R
S T
R
S T
R
S T
R
ST
R
ST
R
ST
R
M
E
T
A
L
D
I
P
P
X
X
X
X X
X X
X X
X
X
X
X X
X
X
E x
E x
E x
E x
E x
BLDG 756
(A & B)
BRADLEY BARRACKS
BLDG 600
BLDG 751
PERSHING BKS
BLDG
BLDG 753
BARTLETT HALL
BLDG 745
BLDG 745
B L
JEFFERSON
HALL LIBRARY
BLDG 751
PERSHING BKS
BLDG 758
FFE=155.73
FFE=158.3
FFE=158.3
F F
E
FFE=164.86
FFE=158.77
FFE=158.77
FFE=158.2
S
D x
S
D x
S
D x
C x
E x
12"RCP
8" DIP
E x
P
P
P
24" RCP
S D x
S D x
S D x
SD
x
SS
x
SS
x
SS
x
SS
x
EISENHOWER BARRACKS
GRANT HALL
GRANT BARRACKS
DAVIS BARRACKS
BFE=148.15
BFE=149.50
156.3
149.3
150.5
158.77
150.40
158.68
147.4
158.77
158.77
147.5
153.48
147.68
147.8
147.40
147.6
153.02
147.6
155.35
158.77
149.48
156.75
148.15
T H
A Y
L
K
I
N
A
C
T
I
V
E
S
T
O
R
M
S
Y
S
T
E
M
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
GRANITE PAVER S/W
G R
A N
I T
E
P
A V
W
E x
EX. ELECTRICAL DUCTBANK
TAKEN FROM TEST HOLE DATA
#6 ON 06/23/2015
(DEPTH TO TOP= 18")
152.09
TC
151.86
TC
151.58
SW
151.49
SW
151.14
SW
150.98
SW
150.95
SW
151.12
SW
151.97
SW
152.09
SW
153.02
SW
153.27
SW
154.42
TC
154.55
TC
154.99
TC
156.10
TC
156.36
TC
156.46
TC
156.23
TC
156.49
TC
156.62
TC
150.67
TC
150.39
TC
155.81
TC
156.31
TC
ROOF DRAIN
INLET (TYP.)
ROOF DRAIN
INLET (TYP.)
SD
STORM PIPE
UNDERDRAIN PIPE
MANHOLE
EXISTING ROOF
DRAIN INLET
EXISTING
AREAWAY DRAIN
D
UD
1. NEW MANHOLE.
2. NEW 5' DIAMETER MANHOLE
3. LOCATION OF EXISTING STORM DRAIN LINE IS
APPROXIMATE. CONTRACTOR TO FIELD VERIFY
LOCATION OF EXISTING STORM LINE. IF LOCATION
OF EXISTING STORM LINE IS DIFFERENT THAN
SHOWN, CONTRACTOR TO CONTACT ENGINEER
FOR DIRECTION PRIOR TO BEGINNING WORK.
4. RE-USE EXISTING STORM PIPE FOR AREAWAY
DRAINS.
PERSHING BUILDING ROOF
DRAINAGE AREAS
DRAINAGE #
DRAINAGE AREA (S.F.)
1 2,198
2 1,189
3 2,643
4 1,404
5 1,547
6 1,149
7 2,046
8 1,966
9 1,420
10 1,518
11 603
12 2,173
13 543
14 1,649
15 1,837
16 627
17 870
KEYNOTES
1. REFER TO CU502 FOR PIPE INFORMATION
2. SEE SHEET CG103 FOR COURTYARD GRADING
N
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
Revision / SubmissionDate Rev.#Rev. By
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
KEY PLAN
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
B
C
D
E
A
STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
D
U
N
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C
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Y
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T
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M
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C
C
C
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P O
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W
E
S T
T
U
S
M A
1/
/2
2:
:0
P
M
DAR
GEC
GRADING AND
DRAINAGE PLAN
CG102
LEGEND
1" = 20' GRAPHIC SCALE
0 20' 60'10' 40'
SHEET KEYNOTES
GENERAL NOTES
AMENDMENT 307-28-16 JVC 3
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 20
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 21
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 22
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 23
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 24
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 25
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 26
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 28
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 29
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text
RAMP
AutoCAD SHX Text B
AutoCAD SHX Text
JEFFERSON HALL LIBRARY
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
BM503 CITY/STATE NUT N=931819.51 E=641293.42 ELEV=152.68
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text W
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
8" SANITARY PER SITE PLAN
x
S D x
S D x
S D x
S D x
S D x
S D x
S D x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
S
D x
S
D x
S
D x
SD
x
SD
x
SD
x
SD
x
S D x
S D x
SD
x
SD
x
S D x
S D x
S D x
S D x
S
D x
S
D x
S D x S
D x S
D x S
D x
S D x
S D x
SD
x
SD
x
SD
x
SD
x
S
D x
S D x S
D x
SD
x
SD
x
SD
x
SD
x
X X
X
W x
W x
W x
C x
E x
E x
G x G x
G x
C x
E x
E x
W x
W x W x
W x
E x
E x
W x
E x
E x
W x
W x
G x G x
G x
G x G x
G x
G x
G x
C x
C x
C x
C x
C x
W x
W x
W x
W x
W x
W x
E x
E x
E x
G x
E x
E x
E x
E x
E x
G x
G x
W x
W x
W x
G x
G x
G x
G x
G x G x
G x
G x
G x
G x
G x
W x
W x
W x
W x
W x
W x
W x
W x
W x
G x
C x
C x
C x
E x
E x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
C x
G x
G x G x
E x
E x
E x
E x
E x
E x E x
E x
G x
G x G x
G x
G x
G x
E x
E x
E x
E x
E x
W x
W x
W x
W x
W x
W x
W x
C x
C x
G x
G x
G x
G x
E x
E x
E x
E x
E x
G x
G x
G x
W x
C x
C x
C x
C x
C x
W x
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
HEADSTONE
L S
L S
LS
LS
L
S
L S
L S
L S
L S
L
S
W x
L S
L S
L S
L S
X X
X
X
X
X
L S
L S
E x
E x
E x
S D x
S D x
S D x
S
D x
S
D x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
G
R
C x
C x
C x
C x
S T
R
S T
R
S T
R
S T
R
S T
R
ST
R
ST
R
ST
R
X
X
X
X X
X X
X X
X
X
X
X X
X
X
E x
E x
E x
E x
E x
BLDG 756
(A & B)
BRADLEY BARRACKS
BLDG 600
BLDG 751
PERSHING BKS
BLDG
BLDG 753
BARTLETT HALL
BLDG 745
BLDG 745
B L
JEFFERSON
HALL LIBRARY
BLDG 751
PERSHING BKS
BLDG 758
FFE=155.73
FFE=158.3
FFE=158.3
F F
E
FFE=164.86
FFE=158.77
FFE=158.77
FFE=158.2
ABANDONED
WATER
MANHOLE
S
D x
S
D x
S
D x
C x
E x
SS
x
E x
SS
x
S D x
S D x
S D x
S D x
S D x
SD
x
SS
x
SS
x
SS
x
SS
x
EISENHOWER BARRACKS
GRANT HALL
GRANT BARRACKS
DAVIS BARRACKS
SD
x
SD
x
BFE=148.15
BFE=149.50
156.3
149.3
150.5
158.77
150.40
158.68
147.4
158.77
158.77
147.5
153.48
147.68
147.8
147.40
147.6
153.02
147.6
155.35
158.77
149.48
156.75
148.15
JB 10883
SSMH 8677
T H
A Y
L
K
I
N
A
C
T
I
V
E
S
T
O
R
M
S
Y
S
T
E
M
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
GRANITE PAVER S/W
G R
A N
I T
E
P
A V
W
E x
EX. ELECTRICAL DUCTBANK
TAKEN FROM TEST HOLE DATA
#6 ON 06/23/2015
(DEPTH TO TOP= 18")
SS
15'
D
D
D
D
D
SS
D
D
ST-12
ST-09
ST-03
ST-01
ST-19
CO-3
ST-16
D
ST-06
ST-04
ST-05
ST-07
ST-08
ST-10
ST-11
ST-13
ST-14
ST-15
D
ST-02
CO-4
CO-1
CO-2
CO-5
SS
SS
CO-5
SEE SHEET M-200
FOR CONTINUATION
IP
IPIP
IP
IP
IP
IP
IP
IP
IP
IPIP
DRAINAGE AREA 1
AREA = 0.12 AC.
DRAINAGE AREA 2
AREA = 0.19 AC.
DRAINAGE AREA 3
AREA = 0.08 AC.
DRAINAGE AREA 4
AREA = 0.24 AC.
DRAINAGE AREA 12
AREA = 0.50AC.
DRAINAGE AREA 9
AREA = 0.34 AC.
DRAINAGE AREA 5
AREA = 0.29 AC.
DRAINAGE AREA 8
AREA = 0.08 AC.
DRAINAGE AREA 6
AREA = 0.23 AC.
DRAINAGE AREA 7
AREA = 0.13 AC.
TP
TP
TP
TP
DRAINAGE AREA 11
AREA = 0.13 AC.
DRAINAGE AREA 10
AREA = 0.08 AC.
STONE & BLOCK
DROP INLET
PROTECTION
DRAINAGE DIVIDE
NEW CONTOUR
EXISTING
CONTOUR
TREE PROTECTION
LIMIT OF
DISTURBANCE
IP
TP
C2
CG501
C4
CG501
N
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
Revision / SubmissionDate Rev.#Rev. By
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
KEY PLAN
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
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STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
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DAR
GEC
EROSION AND
SEDIMENT
CONTROL PLAN
AND DRAINAGE
DIVIDES
CG101
SHEET KEYNOTES
LEGEND
1" = 20' GRAPHIC SCALE
0 20' 60'10' 40'
AMENDMENT 307-28-16 JVC 3
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PERSHING BARRACKS
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STOP CADETS ONLY/NO PARK
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BM503 CITY/STATE NUT N=931819.51 E=641293.42 ELEV=152.68
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ABANDONED MANHOLE
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ABANDONED STORM MANHOLE
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6" SANITARY PER SITE PLAN
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8" SANITARY PER SITE PLAN
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FINISHED FLOOR. SEE ARCHITECTURAL
DRAWINGS FOR ELEVATION
EXISTING STEEL CHANNEL INBOARD
OF EXTERIOR WALL, V.I.F., TYPICAL AT
TOP AND BOTTOM OF FRAME
NEW ATFP POST, TYPICAL ON
EACH SIDE OF WINDOW. SEE
SCHEDULE FOR SIZE
EXISTING WINDOW OPENING. NEW
WINDOW TO BE DESIGNED AND
INSTALLED BY OTHERS. SEE
ARCHITECTURAL DRAWINGS FOR
MORE INFORMATION
NEW ATFP BEAM, TYPICAL ABOVE
AND BELOW WINDOW OPENING
TYPICAL DETAIL ATFP WINDOW ASSEMBLY
STRUCTURE AT RECTANGULAR WINDOW
FRAME WITH SLAB PARALLEL TO WALL
VARIES
WINDOW WIDTH
W
IN
D O
W H
E
IG
H T
V A
R
IE
S
ATFP MIDDLE POST AT
LOCATIONS INDICATED IN
SCHEDULE AND ON PLANC3
S-205
E3
S-205
C1
S-205
TYP.
TYP.
TYP.
ATFP BEAM PERPENDICULAR TO
EXTERIOR WALL, SEE DETAIL
ATFP BEAM PERPENDICULAR TO
EXTERIOR WALL, SEE DETAIL
VARIES
WINDOW WIDTH
FINISHED FLOOR. SEE ARCHITECTURAL
DRAWINGS FOR ELEVATION
EXISTING STEEL FLOOR FRAMING,
LOCATION AND SIZE TO BE VERIFIED IN
FIELD, TYPICAL AT EACH FLOOR
NEW ATFP POST, TYPICAL ON
EACH SIDE OF WINDOW. SEE
SCHEDULE FOR SIZE
EXISTING WINDOW OPENING. NEW
WINDOW TO BE DESIGNED AND
INSTALLED BY OTHERS. SEE
ARCHITECTURAL DRAWINGS FOR
MORE INFORMATION
NEW ATFP BEAM, TYPICAL ABOVE
AND BELOW WINDOW OPENING
TYPICAL DETAIL ATFP WINDOW ASSEMBLY
STRUCTURE AT RECTANGULAR WINDOW FRAME
WITH SLAB PERPENDICULAR TO WALL
VARIES
WINDOW WIDTH
W
IN
D O
W H
E
IG
H T
V A
R
IE
S
ATFP MIDDLE POST AT
LOCATIONS INDICATED IN
SCHEDULE AND ON PLAN
B1
S-205
E1
S-205
TYP.
TYP.
TYP.
C3
S-205
EXISTING BEAM, TYP.
VARIES
WINDOW WIDTH
ATFP CROSS BEAM, SEE
TYPICAL DETAILS.
TYPICAL ABOVE AND
BELOW OPENING
ATFP POST, SEE TYPICAL
DETAILS AND SCHEDULE
ATFP BEAM SPANNING
PERPENDICULAR TO
WALL BETWEEN EXISTING
STEEL BEAMS, SEE PLAN
AND TYPICAL DETAILS
EXISTING FLOOR
FRAMING ABOVE.
SLAB ABOVE NOT
SHOWN FOR CLARITY
EXISTING FLOOR
STRUCTURE BELOW
NEW ATFP WINDOW, SEE
ARCHITECTURAL
DRAWINGS AND
COORDINATE WITH
MANUFACTURER'S
DRAWINGS
ATFP CROSS BEAM, SEE
TYPICAL DETAILS.
TYPICAL ABOVE AND
BELOW OPENING
ATFP POST, SEE TYPICAL
DETAILS AND SCHEDULE
ATFP BEAM SPANNING
PARALLEL TO WALL
BETWEEN EXISTING STEEL
BEAMS, SEE PLAN AND
TYPICAL DETAILS
EXISTING FLOOR
FRAMING ABOVE.
SLAB ABOVE NOT
SHOWN FOR CLARITY
EXISTING FLOOR
STRUCTURE BELOW
NEW ATFP WINDOW,
SEE ARCHITECTURAL
DRAWINGS. WINDOW
MULLION ASSUMED TO
NOT NEED
STRUCTURAL SUPPORT
ALONG ITS LENGTH.
COORDINATE WITH
MANUFACTURER'S
DRAWINGS
WINDOW WIDTH VARIES
W
IN
D O
W H
E
IG
H T
V A
R
IE
S
EXISTING EXTERIOR
MASONRY WALL
SPACE ANCHORS EQUALLY
ALONG HEIGHT AT WINDOW
ROUGH EXISTING WINDOW OPENING.
NEW ATFP WINDOW TO BE DESIGNED
AND INSTALLED BY OTHERS. SEE
ARCHITECTURAL DRAWINGS FOR
INFO
NEW 3/8"x4"PL, TYPICAL, TO
ATTACH TO NEW ATFP
WINDOW. ATTACHMENT OF
WINDOW TO STEEL PLATE TO
BE DESIGNED BY OTHERS
3/8"Ø THREADED ROD, EPOXY
INTO EXISTING MASONRY
WALL WITH HILTI HIT-HY 70.
PROVIDE 6" EMBEDMENT, MIN.
SEE ATFP ANCHOR SCHEDULE
FOR NUMBER OF ANCHORS
PER WINDOW SIDE
AA
NEW ATFP WINDOW.
SEE ARCHITECTURAL
DRAWINGS FOR INFO
EXISTING EXTERIOR
MASONRY WALL. VERIFY
THICKNESS IN FIELD
M
IN
NEW ANCHORS. SEE
TYPICAL DETAIL FOR TYPE
NEW STEEL PLATE TO
ATTACH TO WINDOW. SEE
TYPICAL DETAIL FOR SIZE
EXTERIOR
INTERIOR
A-A
TYPICAL DETAIL ATFP WINDOW ANCHORED
TO EXISTING MASONRY WALL
ATFP ANCHOR SCHEDULE
ARCHITECTURAL WINDOW
OR ASSEMBLY MARK
NUMBER OF ANCHORS PER
SIDE OF WINDOW
J5
NOTES:
1. SEE A-620 FOR ARCHITECTURAL WINDOW SCHEDULE. WINDOW MARKS IN THIS
ATFP ANCHOR SCHEDULE CORRESPOND WITH THOSE ON A-620.
2. SEE ARCHITECTURAL BUILDING ELEVATIONS FOR WINDOW MARK LOCATIONS.
3. SEE TYPICAL DETAIL ATFP WINDOW ANCHORED TO EXISTING MASONRY WALL FOR
ANCHOR LOCATIONS AND SPACINGS AROUND WINDOWS.
4. ANCHORS SHALL BE 3/8" DIAMETER THREADED ROD EMBEDDED 6" MINIMUM WITH
HILTI HIT-HY 70, OR APPROVED EQUAL.
5. ANCHORS ASSUMED TO HAVE MINIMUM SHEAR CAPACITY OF 500 LBS/ANCHOR.
PULL TESTS SHALL BE PERFORMED PRIOR TO INSTALLATION TO CONFIRM CAPACITY
OF 2500 LBS PER ANCHOR.
6. PROVIDE ANCHORS IN LIEU OF ATFP POSTS IF NO POSTS SHOWN ON PLAN.
J6 2
EXISTING BRICK BEARING
WALL TO REMAIN, TYPICAL
EACH SIDE OF WINDOWS
HSS6X4X3/8 HORIZONTAL
ATFP BEAMS
ATFP POSTS AT WINDOWS,
SEE PLAN AND ATFP WINDOW
SCHEDULE ON S-205
WINDOW WIDTH VARIES, SEE
ARCHITECTURAL DRAWINGS
WINDOW OPENINGS IN
EXTERIOR WALL
WINDOW HEIGHT VARIES,
SEE ARCHITECTURAL
DRAWINGS
EXISTING STAIRS AND
LANDINGS TO REMAIN
V.I.F.
B
B
SECTION B-B
EXISTING EXTERIOR
MASONRY BEARING
WALL. SEE PLAN
ATFP BEAM
FLUSH TO WALL
ARCHITECTURAL WALL FURRING.
SEE ARCHITECTURAL DRAWINGS
5/16
3 SIDES
PROVIDE 3/8"X12"X0'-9" STEEL PLATES
EPOXY…
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