Amendment 0004_STEAM VAULT AMENDMENT DRAWINGS SHERMAN.pdf
PDF 19 MB Posted
- Solicitation number
- W912DS21B0004
About this file
This document provides details on a federal contract opportunity for repair work at two barracks buildings on an Army base. The U.S. Army Corps of Engineers, New York District intends to issue a solicitation to award a firm-fixed price contract to repair Building 740 at Lee Barracks and Building 738 at Sherman Barracks, including supporting facilities and infrastructure. The repairs aim to address deficiencies in building systems, spaces, and conditions to modernize living areas for cadets. The work includes full interior and exterior renovations at Building 740, with optional full repairs also listed for Building 738. Improvements involve mechanical, electrical, and plumbing systems, hazardous material abatement, and site utilities and landscaping. The solicitation is expected to post on August 6, 2021 on sam.gov, with proposals due around 30 days later. The period of performance is approximately 1,034 calendar days. The estimated value is between $100-200 million. Vendors must register in SAM to access the solicitation and be eligible for award. The NAICS code is 236220 for commercial and institutional building construction.
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US Army Corps of Engineers ®
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BIM 360://US-USACE-F5Y69202-Lee & Sherman Barracks Renovation/SB-81724A-18-CENTRAL.rvt
8/16/2021 3:20:04 PM
G-001B
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DRAWING LIST - VOLUME 01
Sheet Number Sheet Name
ISSUED BY
AMENDMENT
I-100B BASEMENT FINISH PLAN
I-100BA BASEMENT FINISH PLAN - PART A
I-100BB BASEMENT FINISH PLAN - PART B
I-100BC BASEMENT FINISH PLAN - PART C
I-100BD BASEMENT FINISH PLAN - PART D
I-101 FIRST FLOOR FINISH PLAN
I-101A FIRST FLOOR FINISH PLAN - PART A
I-101B FIRST FLOOR FINISH PLAN - PART B
I-101C FIRST FLOOR FINISH PLAN - PART C
I-101D FIRST FLOOR FINISH PLAN - PART D
I-102 SECOND FLOOR FINISH PLAN
I-102A SECOND FLOOR FINISH PLAN - PART A
I-102B SECOND FLOOR FINISH PLAN - PART B
I-102C SECOND FLOOR FINISH PLAN - PART C
I-102D SECOND FLOOR FINISH PLAN - PART D
I-103 THIRD FLOOR FINISH PLAN
I-103A THIRD FLOOR FINISH PLAN - PART A
I-103B THIRD FLOOR FINISH PLAN - PART B
I-103C THIRD FLOOR FINISH PLAN - PART C
I-103D THIRD FLOOR FINISH PLAN - PART D
I-104 FOURTH FLOOR FINISH PLAN
I-104A FOURTH FLOOR FINISH PLAN - PART A
I-104B FOURTH FLOOR FINISH PLAN - PART B
I-104C FOURTH FLOOR FINISH PLAN - PART C
I-104D FOURTH FLOOR FINISH PLAN - PART D
I-105 FIFTH FLOOR FINISH PLAN
I-105A FIFTH FLOOR FINISH PLAN - PART A
I-105B FIFTH FLOOR FINISH PLAN - PART B
I-105C FIFTH FLOOR FINISH PLAN - PART C
I-105D FIFTH FLOOR FINISH PLAN - PART D
I-200 FURNITURE LEGEND & NOTES
I-200B.2 BASEMENT FURNITURE PLAN
I-201.1 FIRST FLOOR FURNITURE SCHEDULE
I-201.2 FIRST FLOOR FURNITURE PLAN
I-201A FIRST FLOOR FURNITURE PLAN - PART A
I-201B FIRST FLOOR FURNITURE PLAN - PART B
I-201C FIRST FLOOR FURNITURE PLAN - PART C
I-201D FIRST FLOOR FURNITURE PLAN - PART D
I-202.1 SECOND FLOOR FURNITURE SCHEDULE
I-202.2 SECOND FLOOR FURNITURE PLAN
I-202A SECOND FLOOR FURNITURE PLAN - PART A
I-202B SECOND FLOOR FURNITURE PLAN - PART B
I-202C SECOND FLOOR FURNITURE PLAN - PART C
I-202D SECOND FLOOR FURNITURE PLAN - PART D
I-203.1 THIRD FLOOR FURNITURE SCHEDULE
I-203.2 THIRD FLOOR FURNITURE PLAN
I-203A THIRD FLOOR FURNITURE PLAN - PART A
I-203B THIRD FLOOR FURNITURE PLAN - PART B
I-203C THIRD FLOOR FURNITURE PLAN - PART C
I-203D THIRD FLOOR FURNITURE PLAN - PART D
I-204.1 FOURTH FLOOR FURNITURE SCHEDULE
I-204.2 FOURTH FLOOR FURNITURE PLAN
I-204A FOURTH FLOOR FURNITURE PLAN - PART A
I-204B FOURTH FLOOR FURNITURE PLAN - PART B
I-204C FOURTH FLOOR FURNITURE PLAN - PART C
I-204D FOURTH FLOOR FURNITURE PLAN - PART D
I-205.1 FIFTH FLOOR FURNITURE SCHEDULE
I-205.2 FIFTH FLOOR FURNITURE PLAN
I-205A FIFTH FLOOR FURNITURE PLAN - PART A
I-205B FIFTH FLOOR FURNITURE PLAN - PART B
I-205C FIFTH FLOOR FURNITURE PLAN - PART C
I-205D FIFTH FLOOR FURNITURE PLAN - PART D
I-300.1 SIGNAGE DETAILS
I-300.2 SIGNAGE DETAILS
I-301 BASEMENT SIGNAGE SCHEDULE
I-301A BASEMENT SIGNAGE PLAN - PART A
I-301B BASEMENT SIGNAGE PLAN - PART B
I-301C BASEMENT SIGNAGE PLAN - PART C
I-301D BASEMENT SIGNAGE PLAN - PART D
I-302 FIRST FLOOR SIGNAGE SCHEDULE
I-302A FIRST FLOOR SIGNAGE PLAN - PART A
I-302B FIRST FLOOR SIGNAGE PLAN - PART B
I-302C FIRST FLOOR SIGNAGE PLAN - PART C
I-302D FIRST FLOOR SIGNAGE PLAN - PART D
I-303 SECOND FLOOR SIGNAGE SCHEDULE
I-303A SECOND FLOOR SIGNAGE PLAN - PART A
I-303B SECOND FLOOR SIGNAGE PLAN - PART B
I-303C SECOND FLOOR SIGNAGE PLAN - PART C
I-303D SECOND FLOOR SIGNAGE PLAN - PART D
I-304 THIRD FLOOR SIGNAGE SCHEDULE
I-304A THIRD FLOOR SIGNAGE PLAN - PART A
I-304B THIRD FLOOR SIGNAGE PLAN - PART B
I-304C THIRD FLOOR SIGNAGE PLAN - PART C
I-304D THIRD FLOOR SIGNAGE PLAN - PART D
I-305 FOURTH FLOOR SIGNAGE SCHEDULE
I-305A FOURTH FLOOR SIGNAGE PLAN - PART A
I-305B FOURTH FLOOR SIGNAGE PLAN - PART B
I-305C FOURTH FLOOR SIGNAGE PLAN - PART C
I-305D FOURTH FLOOR SIGNAGE PLAN - PART D
I-306 FIFTH FLOOR SIGNAGE SCHEDULE
I-306A FIFTH FLOOR SIGNAGE PLAN - PART A
I-306B FIFTH FLOOR SIGNAGE PLAN - PART B
I-306C FIFTH FLOOR SIGNAGE PLAN - PART C
I-306D FIFTH FLOOR SIGNAGE PLAN - PART D
I-400 TYPICAL FLOOR PATTERN PLAN - CORRIDORS & STAIRS
I-401 TYPICAL FLOOR PATTERN PLAN - CORRIDOR & STAIR - FLOORS 2 & 5
I-402 TYPICAL FLOOR PATTERN PLAN - CORRIDOR & STAIRS - FLOORS 3 & 4
I-403 ENLARGED FLOOR PATTERN PLAN - MEETING ROOMS
I-404 ENLARGED FLOOR PATTERN PLAN - CADET ROOMS & COLLABORATION ROOMS
I-405 ENLARGED FLOOR PATTERN PLAN - TOILET ROOM
I-501 MISCELLANEOUS DETAILS
I-502 MISCELLANEOUS DETAILS
DRAWING LIST - VOLUME 01
Sheet Number Sheet Name
ISSUED BY
AMENDMENT
A-102A SECOND FLOOR PLAN - PART A
A-102B SECOND FLOOR PLAN - PART B
A-102C SECOND FLOOR PLAN - PART C
A-102D SECOND FLOOR PLAN - PART D
A-103 THIRD FLOOR PLAN
A-103A THIRD FLOOR PLAN - PART A
A-103B THIRD FLOOR PLAN - PART B
A-103C THIRD FLOOR PLAN - PART C
A-103D THIRD FLOOR PLAN - PART D
A-104 FOURTH FLOOR PLAN
A-104A FOURTH FLOOR PLAN - PART A
A-104B FOURTH FLOOR PLAN -PART B
A-104C FOURTH FLOOR PLAN - PART C
A-104D FOURTH FLOOR PLAN - PART D
A-105 FIFTH FLOOR PLAN
A-105A FIFTH FLOOR PLAN - PART A
A-105B FIFTH FLOOR PLAN - PART B
A-105C FIFTH FLOOR PLAN -PART C
A-105D FIFTH FLOOR PLAN - PART D
A-106 PENTHOUSE PLAN
A-106A PENTHOUSE PLANS - ENLARGED
A-107 ROOF PLAN
A-120B BASEMENT RCP
A-120BA BASEMENT RCP - PART A
A-120BB BASEMENT RCP - PART B
A-120BC BASEMENT RCP - PART C
A-120BD BASEMENT RCP - PART D
A-121 FIRST FLOOR RCP
A-121A FIRST FLOOR RCP - PART A
A-121B FIRST FLOOR RCP - PART B
A-121C FIRST FLOOR RCP - PART C
A-121D FIRST FLOOR RCP - PART D
A-122 SECOND FLOOR RCP
A-122A SECOND FLOOR RCP - PART A
A-122B SECOND FLOOR RCP - PART B
A-122C SECOND FLOOR RCP - PART C
A-122D SECOND FLOOR RCP - PART D
A-123 THIRD FLOOR RCP
A-123A THIRD FLOOR RCP - PART A
A-123B THIRD FLOOR RCP - PART B
A-123C THIRD FLOOR RCP - PART C
A-123D THIRD FLOOR RCP - PART D
A-124 FOURTH FLOOR RCP
A-124A FOURTH FLOOR RCP - PART A
A-124B FOURTH FLOOR RCP - PART B
A-124C FOURTH FLOOR RCP - PART C
A-124D FOURTH FLOOR RCP - PART D
A-125 FIFTH FLOOR RCP
A-125A FIFTH FLOOR RCP - PART A
A-125B FIFTH FLOOR RCP - PART B
A-125C FIFTH FLOOR RCP - PART C
A-125D FIFTH FLOOR RCP - PART D
A-201 NORTH ELEVATION
A-202 SOUTH ELEVATION
A-203 EAST ELEVATION
A-204 WEST ELEVATION
A-310 BUILDING SECTIONS
A-311 BUILDING SECTIONS
A-312 BUILDING SECTIONS
A-313 BUILDING SECTIONS
A-400 ENLARGED FLOOR PLANS - CADET ROOMS
A-401 ENLARGED FLOOR PLANS - BATHROOMS
A-410 INTERIOR ELEVATIONS - CADET ROOMS
A-411 INTERIOR ELEVATIONS - BATHROOMS
A-412 INTERIOR ELEVATIONS - CORRIDORS
A-430 WALL SECTIONS
A-431 WALL SECTIONS
A-450 ENLARGED STAIR 01 PLANS & SECTION
A-451 ENLARGED STAIR 02 PLANS & SECTION
A-452 ENLARGED ELEVATOR PLANS & SECTION
A-453 ELEVATOR DETAILS
A-460 ENLARGED REFLECTED CELLING PLANS
A-500 STAIR DETAILS
A-510 ROOF DETAILS
A-511 ROOF DETAILS
A-512 ROOF DETAILS
A-513 PENTHOUSE DETAILS
A-530 EXTERIOR PLAN DETAILS
A-540 WALL SECTION DETAILS
A-550 INTERIOR DETAILS
A-560 PLAN DETAILS
A-570 CEILING DETAILS
A-571 CEILING DETAILS
A-600 PARTITION TYPES & DETAILS
A-601 PARTITION SCHEDULE & DETAILS
A-610 DOOR SCHEDULE - EXTERIOR, BASEMENT, 1ST, 2ND, 3RD
A-611 DOOR SCHEDULE - 4TH, 5TH
A-612 DOOR TYPES & DETAILS
A-613 DOOR DETAILS
A-614 DOOR DETAILS
A-620 WINDOW TYPES & SCHEDULE
A-621 EXTERIOR WINDOW DETAILS
A-622 EXTERIOR WINDOW DETAILS
A-640 RAILING TYPES & SCHEDULE
A-700 MILLWORK DETAILS
A-701 MILLWORK DETAILS
A-702 MILLWORK DETAILS
A-703 MILLWORK DETAILS
A-704 MILLWORK DETAILS
INTERIORS
I-001 INTERIOR FINISH SCHEDULE & GENERAL NOTES
I-002 INTERIOR FINISH SCHEDULE (CONT)
DRAWING LIST - VOLUME 01
Sheet Number Sheet Name
ISSUED BY
AMENDMENT
GENERAL
G-001A COVER SHEET - VOLUME ONE
G-001B DRAWING INDEX - VOLUME ONE X
LIFE SAFETY
LP001 LIFE SAFETY CODE SUMMARY
LP002 CODE COMPLIANCE SITE PLAN
LP100 BASEMENT LIFE SAFETY PLAN
LP101 FIRST FLOOR LIFE SAFETY PLAN
LP102 SECOND FLOOR LIFE SAFETY PLAN
LP103 THIRD FLOOR LIFE SAFETY PLAN
LP104 FOURTH FLOOR LIFE SAFETY PLAN
LP105 FIFTH FLOOR LIFE SAFETY PLAN
CIVIL
C-001 GENERAL NOTES
C-002 GENERAL NOTES, LEGEND AND ABBREVIATIONS
C-101 EXISTING CONDITIONS PLAN X
CD101 DEMOLITION PLAN X
CS101 SITE PLAN X
CS102 CONSTRUCTION VEHICLE ACCESS ROUTE PLAN
CS103 PHASE I CONSTRUCTION EXHIBIT - BARBER AND BEAUTY SHOP SWING SPACE AREA
CS104 PHASE II CONSTRUCTION EXHIBIT - LEE & SHERMAN BARRACKS X
CS105 PHASE III CONSTRUCTION EXHIBIT - LEE & SHERMAN BARRACKS X
CS106 PHASE IV CONSTRUCTION EXHIBIT - LEE & SHERMAN BARRACKS X
CS107 PHASE V CONSTRUCTION EXHIBIT - LEE & SHERMAN BARRACKS X
CG101 GRADING AND DRAINAGE PLAN X
CG102 SOIL EROSION AND LANDSCAPE PLAN X
CU101 UTILITY PLAN X
C-201 SOUTH RAMP PLAN AND PROFILE - SHERMAN BARRACKS X
C-501 CONSTRUCTION DETAILS
C-502 CONSTRUCTION DETAILS
C-503 CONSTRUCTION DETAILS X
C-504 CONSTRUCTION DETAILS
C-505 CONSTRUCTION DETAILS
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES X
S-002 CONCRETE REPAIR NOTES
S-100B BASEMENT FOUNDATION 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-105 FIFTH FLOOR FRAMING PLAN
S-106 MAIN ROOF FRAMING PLAN
S-301 SECTIONS
S-302 SECTIONS
S-501 TYPICAL DETAILS
S-502 TYPICAL DETAILS
ARCHITECTURAL
A-001 ABBREVIATIONS
A-002 GENERAL SYMBOLS AND NOTES
A-003 MOUNTING HEIGHTS AND CLEARANCES
AD100B DEMOLITION BASEMENT PLAN
AD100BA DEMOLITION BASEMENT PLAN - PART A
AD100BB DEMOLITION BASEMENT PLAN - PART B
AD100BC DEMOLITION BASEMENT PLAN - PART C
AD100BD DEMOLITION BASEMENT PLAN - PART D
AD101 DEMOLITION FIRST FLOOR PLAN
AD101A DEMOLITION FIRST FLOOR PLAN - PART A
AD101B DEMOLITION FIRST FLOOR PLAN - PART B
AD101C DEMOLITION FIRST FLOOR PLAN - PART C
AD101D DEMOLITION FIRST FLOOR PLAN - PART D
AD102 DEMOLITION SECOND FLOOR PLAN
AD102A DEMOLITION SECOND FLOOR PLAN - PART A
AD102B DEMOLITION SECOND FLOOR PLAN - PART B
AD102C DEMOLITION SECOND FLOOR PLAN - PART C
AD102D DEMOLITION SECOND FLOOR PLAN - PART D
AD103 DEMOLITION THIRD FLOOR PLAN
AD103A DEMOLITION THIRD FLOOR PLAN - PART A
AD103B DEMOLITION THIRD FLOOR PLAN - PART B
AD103C DEMOLITION THIRD FLOOR PLAN - PART C
AD103D DEMOLITION THIRD FLOOR PLAN - PART D
AD104 DEMOLITION FOURTH FLOOR PLAN
AD104A DEMOLITION FOURTH FLOOR PLAN - PART A
AD104B DEMOLITION FOURTH FLOOR PLAN - PART B
AD104C DEMOLITION FOURTH FLOOR PLAN - PART C
AD104D DEMOLITION FOURTH FLOOR PLAN - PART D
AD105 DEMOLITION FIFTH FLOOR PLAN
AD105A DEMOLITION FIFTH FLOOR PLAN - PART A
AD105B DEMOLITION FIFTH FLOOR PLAN - PART B
AD105C DEMOLITION FIFTH FLOOR PLAN - PART C
AD105D DEMOLITION FIFTH FLOOR PLAN - PART D
AD106 DEMOLITION PENTHOUSE PLAN
AD107 DEMOLITION ROOF PLAN
AD121 DEMOLITION FIRST FLOOR RCP
AD201 DEMOLITION NORTH ELEVATION
AD202 DEMOLITION SOUTH ELEVATION
AD203 DEMOLITION EAST ELEVATION
AD204 DEMOLITION WEST ELEVATION
AD301 DEMOLITION BUILDING SECTION
AD401 DEMOLITION ENLARGED PENTHOUSE PLAN
AD402 DEMOLITION ENLARGED ROOF PLAN
A-100B BASEMENT FLOOR PLAN
A-100BA BASEMENT FLOOR PLAN - PART A
A-100BB BASEMENT FLOOR PLAN - PART B
A-100BC BASEMENT FLOOR PLAN - PART C
A-100BD BASEMENT FLOOR PLAN - PART D
A-101 FIRST FLOOR PLAN
A-101A FIRST FLOOR PLAN -PART A
A-101B FIRST FLOOR PLAN - PART B
A-101C FIRST FLOOR PLAN - PART C
A-101D FIRST FLOOR PLAN - PART D
A-102 SECOND FLOOR PLAN
IS
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B Y
AM
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8/
/2
C O
M M
CO
M
MCOMM
COMM
S
D
S
D
S
D
S D
S
D
S
D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
S D
S
D
S
D
SD
SD
SD
SD
SD SD
SD
S
D
S D
S
A
N
SAN
SAN
SAN
SAN
SAN
S A
N
C
O
M
M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
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COMM COMM COMM COMM
COMM
C O
M M
S
MH
RIM=150.59'
E
S
SAMH 1757J29
RIM=150.74'
149.24' AT TOP
OF PIPE/CLEANOUT
S
SAMH 1355J29
RIM=150.99'
INV=146.99 N. 10" VT
147.29 W. 10" VT
E
150.22
150.31
150.79
150.84
150.81 150.81
150.47
150.36
151.74
151.15
151.73
157.96
S
SAMH 1762J29
RIM=158.12'
INV=156.30± (S)
INV=151.07 E. 10" VT
151.12 W. 10" VT
152.57 152.90
153.00
160.47
STMH 1350J29
RIM=150.30'
INV=146.65 NE. 24" CMP
146.80 SE. 10" CONC.
146.70 W. 18" CONC.
STMH 1755J29
RIM=154.79'
INV=147.29 NE.
18" CONCRETE
148.09 S. 12" VT
150.69 W.
18" CONCRETE
150.36
C
151.12
151.11
150.55
150.34
150.79
149.83
149.87
DOOR SILL
ELEV=156.45'
173.03
153.36
173.37
153.14
152.44
172.71
172.68
172.98
172.37
S
D
STMH 1335J29
RIM=149.97'
INV=140.97 NE. 24" VT
141.17 S. 24" VT
144.87 SW. 24" CMP
S
SAMH 1338J29
RIM=150.72'
INV=134.42 SE. 24" SDR
134.02 NW. 24" SDR
S
SEWER MH
RIM=149.25'
CATCH BASIN
RIM=150.02'
INV=146.92 NW.
10" CONC.
D
DMH
RIM 151.05'
INV 134.55 NE.
18" CPP
142.70 S. 18" CPP
146.35 NW. 12" CPP
CB
CATCH BASIN
RIM=150.41'
INV=147.11 NE.
8" CPP
147.06 SE.
12" CPP
H
150.89
BM
149.96
150.14
150.92
E
151.02
151.47
FIRST FLOOR
ELEV=175.16'
SECOND FLOOR
ELEV=185.13'
THIRD FLOOR
ELEV=194.13'
FOURTH FLOOR
ELEV=203.03'
FIFTH FLOOR
ELEV=211.97'
BASEMENT FLOOR
ELEV=164.23'
SHADE TREE
150.29
150.37
151.70
150.66
SHADE TREE
FINISH FLOOR
ELEV=152.61'
150.86
151.37
150.34
150.91
C
STMH 2084J29
RIM=151.79'
INV=146.69 NE. 18" CONCRETE
146.74 S. 15" CONCRETE
146.84 W. CONCRETE?
151.31
151.80
152.47
152.65
153.15
E
153.67
151.57
152.31
151.71
151.49
150.33
150.53
150.71
150.59
151.40
152.23
152.51
152.72
D
STORM MH
RIM=152.57'
LID LOCKED
154.87
154.87
154.83
CB
STCB 1779J29
RIM=155.63'
INV=149.68 NE. 18" CONCRETE
149.73 W. 18" CONCRETE
159.48
D
STMH
RIM=158.13'
INV=151.93 E.
18" CONCRETE
151.98 W. 15" VT
DOOR SILL
ELEV=154.61'
DOOR SILL
ELEV=153.18'
155.88
158.85
156.78
169.23
171.04
171.60
MANHOLE
COVER
EMPTY
FINISH FLOOR
ELEV=172.16'
171.73
171.54
172.37
171.55
172.79
172.96
172.66
173.21
173.45
172.40
173.56
173.58
172.52
172.66
173.52
172.80
172.68
172.89
152.57
W
W
W
W
W
W W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W W
W W
172.88
W
159.05
LANDSCAPE AREA
LANDSCAPE AREA
GRANITE
CURB
GRANITE CURB
VENTS
VENTS
STEPS
STEPS
STONE PILLAR
STONE
PILLARS
BLOCK RETAINING WALL
CONCRETE
STRUCTURE
TRASH AREA
CHAIN LINK GATE
DOOR
KEYPAD
DOUBLE
DOOR
KEYPAD
HYDRANT
HYDRANT
WATER
VALVES
GAS VALVE
GAS VALVE
EMH 2D
HANDHOLE
HANDHOLE
LIGHT POLE
EMH
LIGHT POLE
LIGHT POLE
HANDHOLE
LIGHT POLE
WATER
VALVE
WATER VALVE
WATER VALVES
GAS VALVES
WATER VALVE
WATER VALVE
WATER VALVE
CMH 3B
CMH 3A1
CMH 3A
LIGHT POLE
170.74
168.49
EMH 2H
RIM=168.53'
INACCESSIBLE
168.73
FINISH FLOOR
ELEV=172.15'
C
E
CB
CATCH BASIN
RIM=168.78'
INV=166.28 SE. 6" VT
166.38 NW. 6" VT
FINISH FLOOR
ELEV=172.10'
171.01
THRESHHOLD
ELEV=170.56'
BASEMENT FLOOR
ELEV=168.22'
BASEMENT FLOOR
ELEV=168.25'
CB
CB
RIM=175.89'
INV=173.49 E. 6" SDR
172.49 SE. 12" SDR
E
172.47
171.90
180.41
180.38
180.36
180.36
213.08
CB
STCB 1415J29
RIM 177.32'
INV. 172.32 E.
12" CONCRETE
172.42 W.
12" CONCRETE
CB
STCB
RIM=177.52'
INV=174.22 N. 4" CPP
173.52 S. 12" CONCRETE
177.48
177.57
165.06
CB
STCB
RIM=163.32'
INV=155.72 N. 24" CONCRETE
158.82 S. 18" HDPE
CB
STCB
RIM=178.08'
INV=173.33 E.
12" CONCRETE
177.48
158.74
CO
CO
CO
CO
169.89
166.12
D
STCB
RIM=166.06'
INV=160.06 N. 18" HDPE
162.06 W. 18" HDPE
CB
STCB
RIM=177.35'
INV= S. 4" CPP
177.54
164.62
164.34
FIRST FLOOR
ELEV=178.14'
SECOND FLOOR
ELEV=188.11'
THIRD FLOOR
ELEV=197.12'
FOURTH FLOOR
ELEV=206.19'
FIFTH FLOOR
ELEV=215.11'
ROOF
ELEV=224.70'
170.56
180.74
180.38
179.41
199.07
209.18
DUMPSTER
EMH 2J
EMH 2G
T H
A Y
E R
W
A L K
BLOCK RETAINING WALL
CONCRETE RAMP
CONCRETE RAMP
ASPHALT AREA
A S
P H
A L
T
W
A L
K
SHED
M
O
N
U
M
E
N
T
S
GRATE C
A
N O
P Y
GRATE
ASPHALT
AREA
BLDG 740
LEE BARRACKS
BLDG 602
GRANT HALL
BLDG 606
BLDG 738
SHERMAN BARRACKS
D E
P R
E S
S E
D
C
U R
B
W A
L L
W A
L L
C
U
R
B
D E
P R
E S
S E
D
C
U R
B
C
U
R
B
CMH
C
O
N
C
R
E
T
S
R
U
C
T
U
R
E
CB
STCB
RIM=177.52'
INV=174.22 N. 4" CPP
173.52 S. 12" CONCRETE
WATER
OUTLET
CLEAN OUTS
STONE PILLAR
PIV
WATER VALVE
STONE WALL
W W
T H
A Y
A
D
BLOCK
RETAINING
WALL
N
HPS
HPS
HPS
HPS
HPS
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
E
C
ST
C
W
E
E
E
E
E
E E E E E E E E E E
E E
E E
E
E
E
E
UGU
E
E
E
E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W W
W
E
E
E
E
E
E
E
E
E
EMH 2E
ELEC.
VAULT
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
S
D
SD
SD
SD
SD
SD
SD
SD
APPROXIMATE
LOCATION
ABANDONED
ELEC. CONDUITS
ABANDONED
ELEC. CONDUITS
COLD WATER LINE
PER AVAILABLE
RECORDS
UNDERGROUND
UNKNOWN
TEMPORARY
COMPACTOR
CHW
C
O
M
M
C
O
M
M
C
O
M
M
CMH 3
CMH X3
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E E
E E
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
ST MHF8
APPROXIMATE LOCATION
OF CONCRETE EXPANSION
JOINT, MECHANICAL ROOM
BELOW
ST MHF4
H P
S
ST MHF3
S
D
SANITARY
LATERAL
H P
S
3'x5'
UNDERGROUND
TUNNEL
3'x5'
UNDERGROUND
TUNNEL
EB
EB
(3)
C O
M M
COMM COMM COMM COMM COMM COMM
COMMUNICATION CONDUIT,
TERMINATION UNKNOWN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
A
N
S A
N
R
C
P
R
C P
SAMH1767J29
RIM 152.13
INV IN 131.73 (S)
INV IN 150.03 (SE)
INV OUT 131.80
S
D
P
G
G
G
G
G
G
G
POSSIBLE LOCATION
OF EXISTING GAS
SERVICE
S A
N
INV. 163.06±
RETRACTABLE
WEDGE BARRIER
6" HPS
12" LPS
4" COND RET.
FORMATION AREA
5" HPS
8" LPS
2.5" COND RET.
8" HPS
8" LPS
2.5" COND RET.
4" HPS
8" LPS
2" COND RET.
2" TRAP LINE
6" HPS
12" LPS
4" COND RET.
6" HPS
12" LPS
4" COND RET.
6" HPS
10" LPS
4" COND RET.
2" TRAP LINE
5" HPS
8" LPS
2.5" COND RET.
H P
S
H P
S
H P
S
H P
S
ST
CO
C
E
D
D
SD
S D
S D
S D
E
E
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
H W
S
HWSHWSHWSHWS
W
D
W
W
W
W
W
W W
W W
W
W W W W W W W
W W
W
W
W
W
W
W
W
W
W
PIV
G G
G G G
G
G G
G G
G G G
S D
SD
SD
SD
SD
SD
SD
C
S
A
N
S
A
N
ST
ST
C
W
S
D
SD
D D
G
RD
SW
T
E
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
CHW
CHW
CHW
C
H
W
E
D
SD
SD
SD
E
E
E
E
W W
CO
S
A
N
S A
N
S A
N
S A
N
C
C
C
C O
M M
COMM
COMM
C O
M M
C O
M M
COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
D
H
W
R
H
W
S
X X
X X
X X
X X
X X
X
X
X
S
E E
E E
E E
E E
E E
E E
E E
D
S
CO
G G G G G G
G
HWR HWR HWR HWR
H W
R
W W
W W
W W
W W
W W
W
E
E
E
E E
S
CB
E
E
C
E E E E E E E E E
E
E
E
E
E
E E E
ST
ST
SD
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS
HPS HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS HPS
HPS HPS
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
N
S O
L I C
I T
A T
I O
N
N
O
W D
S F
U S
A
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N
Y
R
K
N
Y
J U
L
A N
S I
D
W E
I N
T
N
Y
C B
U
H E
R M
B
R
R A
C K
RTA SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
W D
S D
SHEET ID
SHERM
N
A1
EXISTING CONDITIONS PLAN
SCALE: 1"=20'
J C
D P
J K
E X
I S
T I N
G
C
O N
D I T
I O
A
N
C I V
I L
C-101
20' 40'0
1. FOR SITE IMPROVEMENT COORDINATION AND TO
ACCURATELY DEPICT THE SCOPE OF WORK ASSOCIATED
WITH THE SHERMAN BARRACKS CONSTRUCTION, THIS
PLAN/PLAN SET DEPICTS THE LEE BARRACKS SITE
IMPROVEMENTS AS EXISTING CONDITIONS.
2. SIZE SHOWN OF EXISTING MANHOLE STRUCTURES IS
APPROXIMATE.
GENERAL SHEET NOTES
I S
S U
D
A
M E
N D
M E
N T
AutoCAD SHX Text
TELE BOX
CO
M
M
C O
M
MCOMMCOMM
S
D
S
D
S
D
S D
S
D
S
D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
S D
S
D
S
D
SD
SD
SD
SD
SD SD
SD
S
D
S D
S
A
N
SAN
SAN
SAN
SAN
SAN
S A
N
C
O
M
M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
COMM
C O
M M
S
MH
RIM=150.59'
E
S
SAMH 1757J29
RIM=150.74'
149.24' AT TOP
OF PIPE/CLEANOUT
S
SAMH 1355J29
RIM=150.99'
INV=146.99 N. 10" VT
147.29 W. 10" VT
E
150.22
150.31
150.79
150.84
150.81 150.81
150.47
150.36
151.74
151.15
151.73
157.96
S
SAMH 1762J29
RIM=158.12'
INV=156.30± (S)
INV=151.07 E. 10" VT
151.12 W. 10" VT
152.57 152.90
153.00
160.47
STMH 1350J29
RIM=150.30'
INV=146.65 NE. 24" CMP
146.80 SE. 10" CONC.
146.70 W. 18" CONC.
STMH 1755J29
RIM=154.79'
INV=147.29 NE.
18" CONCRETE
148.09 S. 12" VT
150.69 W.
18" CONCRETE
150.36
C
151.12
151.11
150.55
150.34
150.79
149.83
149.87
DOOR SILL
ELEV=156.45'
173.03
153.36
173.37
153.14
152.44
172.71
172.68
172.98
172.37
S
D
STMH 1335J29
RIM=149.97'
INV=140.97 NE. 24" VT
141.17 S. 24" VT
144.87 SW. 24" CMP
S
SAMH 1338J29
RIM=150.72'
INV=134.42 SE. 24" SDR
134.02 NW. 24" SDR
S
SEWER MH
RIM=149.25'
CATCH BASIN
RIM=150.02'
INV=146.92 NW.
10" CONC.
D
DMH
RIM 151.05'
INV 134.55 NE.
18" CPP
142.70 S. 18" CPP
146.35 NW. 12" CPP
CB
CATCH BASIN
RIM=150.41'
INV=147.11 NE.
8" CPP
147.06 SE.
12" CPP
H
150.89
BM
149.96
150.14
150.92
E
151.02
151.47
FIRST FLOOR
ELEV=175.16'
SECOND FLOOR
ELEV=185.13'
THIRD FLOOR
ELEV=194.13'
FOURTH FLOOR
ELEV=203.03'
FIFTH FLOOR
ELEV=211.97'
BASEMENT FLOOR
ELEV=164.23'
SHADE TREE
150.29
150.37
151.70
150.66
SHADE TREE
FINISH FLOOR
ELEV=152.61'
150.86
151.37
150.34
150.91
C
STMH 2084J29
RIM=151.79'
INV=146.69 NE. 18" CONCRETE
146.74 S. 15" CONCRETE
146.84 W. CONCRETE?
151.31
151.80
152.47
152.65
153.15
E
153.67
151.57
152.31
151.71
151.49
150.33
150.53
150.71
150.59
151.40
152.23
152.51
152.72
D
STORM MH
RIM=152.57'
LID LOCKED
154.87
154.87
154.83
CB
STCB 1779J29
RIM=155.63'
INV=149.68 NE. 18" CONCRETE
149.73 W. 18" CONCRETE
159.48
D
STMH
RIM=158.13'
INV=151.93 E.
18" CONCRETE
151.98 W. 15" VT
DOOR SILL
ELEV=154.61'
DOOR SILL
ELEV=153.18'
155.88
158.85
156.78
169.23
171.04
171.60
MANHOLE
COVER
EMPTY
FINISH FLOOR
ELEV=172.16'
171.73
171.54
172.37
171.55
172.79
172.96
172.66
173.21
173.45
172.40
173.56
173.58
172.52
172.66
173.52
172.80
172.68
172.89
152.57
W
W
W
W
W
W W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W W
W W
172.88
W
159.05
LANDSCAPE AREA
LANDSCAPE AREA
GRANITE
CURB
GRANITE CURB
VENTS
VENTS
STEPS
STEPS
STONE PILLAR
STONE
PILLARS
BLOCK RETAINING WALL
CONCRETE
STRUCTURE
TRASH AREA
CHAIN LINK GATE
DOOR
KEYPAD
DOUBLE
DOOR
KEYPAD
HYDRANT
HYDRANT
WATER
VALVES
GAS VALVE
GAS VALVE
EMH 2D
HANDHOLE
HANDHOLE
LIGHT POLE
EMH
LIGHT POLE
LIGHT POLE
HANDHOLE
LIGHT POLE
WATER
VALVE
WATER VALVE
WATER VALVES
GAS VALVES
WATER VALVE
WATER VALVE
WATER VALVE
CMH 3B
CMH 3A1
CMH 3A
LIGHT POLE
170.74
168.49
EMH 2H
RIM=168.53'
INACCESSIBLE
168.73
FINISH FLOOR
ELEV=172.15'
C
E
CB
CATCH BASIN
RIM=168.78'
INV=166.28 SE. 6" VT
166.38 NW. 6" VT
FINISH FLOOR
ELEV=172.10'
171.01
THRESHHOLD
ELEV=170.56'
BASEMENT FLOOR
ELEV=168.22'
BASEMENT FLOOR
ELEV=168.25'
CB
CB
RIM=175.89'
INV=173.49 E. 6" SDR
172.49 SE. 12" SDR
E
172.47
171.90
180.41
180.38
180.36
180.36
213.08
CB
STCB 1415J29
RIM 177.32'
INV. 172.32 E.
12" CONCRETE
172.42 W.
12" CONCRETE
CB
STCB
RIM=177.52'
INV=174.22 N. 4" CPP
173.52 S. 12" CONCRETE
177.48
177.57
165.06
CB
STCB
RIM=163.32'
INV=155.72 N. 24" CONCRETE
158.82 S. 18" HDPE
CB
STCB
RIM=178.08'
INV=173.33 E.
12" CONCRETE
177.48
158.74
CO
CO
CO
CO
169.89
166.12
D
STCB
RIM=166.06'
INV=160.06 N. 18" HDPE
162.06 W. 18" HDPE
CB
STCB
RIM=177.35'
INV= S. 4" CPP
177.54
164.62
164.34
FIRST FLOOR
ELEV=178.14'
SECOND FLOOR
ELEV=188.11'
THIRD FLOOR
ELEV=197.12'
FOURTH FLOOR
ELEV=206.19'
FIFTH FLOOR
ELEV=215.11'
ROOF
ELEV=224.70'
170.56
180.74
180.38
179.41
199.07
209.18
DUMPSTER
EMH 2J
EMH 2G
T H
A Y
L K
BLOCK RETAINING WALL
CONCRETE RAMP
CONCRETE RAMP
ASPHALT AREA
A S
P H
A L
T
W
A L
K
SHED
M
O
N
U
M
E
N
T
S
GRATE C
A
N O
P Y
GRATE
ASPHALT
AREA
BLDG 740
LEE BARRACKS
BLDG 602
GRANT HALL
BLDG 606
BLDG 738
SHERMAN BARRACKS
D E
P R
E S
S E
D
C
U R
B
W A
L L
W A
L L
C
U
R
B
D E
P R
E S
S E
D
C
U R
B
C
U
R
B
CMH
C
O
N
C
R
E
R
U
C
T
U
R
E
CB
STCB
RIM=177.52'
INV=174.22 N. 4" CPP
173.52 S. 12" CONCRETE
WATER
OUTLET
CLEAN OUTS
STONE PILLAR
PIV
WATER VALVE
STONE WALL
W W
T H
A Y
A
D
BLOCK
RETAINING
WALL
N
HPS
HPS
HPS
HPS
HPS
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
E
C
ST
C
W
E
E
E
E
E
E E E E E E E E E E
E E
E E
E
E
E
E
UGU
E
E
E
E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W W
W
E
E
E
E
E
E
E
E
E
EMH 2E
ELEC.
VAULT
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
S
D
SD
SD
SD
SD
SD
SD
SD
APPROXIMATE
LOCATION
ABANDONED
ELEC. CONDUITS
ABANDONED
ELEC. CONDUITS
COLD WATER LINE
PER AVAILABLE
RECORDS
UNDERGROUND
UNKNOWN
TEMPORARY
COMPACTOR
CHW
C
O
M
M
C
O
M
M
C
O
M
M
CMH 3
CMH X3
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E E
E E
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
ST MHF8
APPROXIMATE LOCATION
OF CONCRETE EXPANSION
JOINT, MECHANICAL ROOM
BELOW
ST MHF4
H P
S
ST MHF3
S
D
SANITARY
LATERAL
H P
S
3'x5'
UNDERGROUND
TUNNEL
3'x5'
UNDERGROUND
TUNNEL
EB
EB
(3)
CO
M
M
COMM COMM COMM COMM COMM COMM
COMMUNICATION CONDUIT,
TERMINATION UNKNOWN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
A
N
S A
N
R
C
P
R
C P
SAMH1767J29
RIM 152.13
INV IN 131.73 (S)
INV IN 150.03 (SE)
INV OUT 131.80
S
D
P
G
G
G
G
G
G
G
POSSIBLE LOCATION
OF EXISTING GAS
SERVICE
S A
N
INV. 163.06±
RETRACTABLE
WEDGE BARRIER
6" HPS
12" LPS
4" COND RET.
FORMATION AREA
5" HPS
8" LPS
2.5" COND RET.
8" HPS
8" LPS
2.5" COND RET.
4" HPS
8" LPS
2" COND RET.
2" TRAP LINE
6" HPS
12" LPS
4" COND RET.
6" HPS
12" LPS
4" COND RET.
6" HPS
10" LPS
4" COND RET.
2" TRAP LINE
5" HPS
8" LPS
2.5" COND RET.
H P
S
H P
S
H P
S
H P
S
ST
CO
C
E
D
D
SD
S D
S D
S D
E
E
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
H W
S
HWSHWSHWSHWS
W
D
W
W
W
W
W
W W
W W
W
W W W W W W W
W W
W
W
W
W
W
W
W
W
W
PIV
G G
G G G
G
G G
G G
G G G
S D
SD
SD
SD
SD
SD
SD
C
S
A
N
S
A
N
ST
ST
C
W
S
D
SD
D D
G
RD
SW
T
E
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
CHW
CHW
CHW
C
H
W
E
D
SD
SD
SD
E
E
E
E
W W
CO
S
A
N
S A
N
S A
N
S A
N
C
C
C
C O
M M
COMM
COMM
C O
M M
C O
M M
COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
D
H
W
R
H
W
S
X X
X X
X X
X X
X X
X
X
X
S
E E
E E
E E
E E
E E
E E
E E
D
S
CO
G G G G G G
G
HWR HWR HWR HWR
H W
R
W W
W W
W W
W W
W W
W
E
E
E
E E
S
CB
E
E
C
E E E E E E E E E
E
E
E
E
E
E E E
ST
ST
SD
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS
HPS HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS HPS
HPS HPS
THIS AREA TO BE
COORDINATED WITH
THE LEE BARRACKS
RENOVATION DESIGN
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
W D
S F
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N
R
K
N
Y
J U
A N
S I
D
W E
I N
T
N
Y
C B
E
R M
R
R A
C
RTA SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
W D
S D
SHEET ID
SHERM
N
A1
DEMOLITION PLAN
SCALE: 1"=20'
J C
D P
J K
D E
M O
L I T
I O
N
P
L A
N
C I V
I L
CD101
20' 40'0
SHEET KEYNOTES
1. EXISTING ASPHALT PAVEMENT TBR (TYP.)
2. SAWCUT EXISTING ASPHALT PAVEMENT
3. EXISTING CONCRETE PAVEMENT TBR (TYP.)
4. SAWCUT EXISTING CONCRETE PAVEMENT
5. HYDRANT AND VALVE TBR
6. GAS SERVICE TBR (TYP.)
7. COMMUNICATION DUCTBANK TBR (TYP.), SEE
TELECOMMUNICATION DRAWINGS FOR ADDITIONAL
REQUIREMENTS
8. ELECTRIC DUCTBANK TBR (TYP.), SEE
ELECTRICAL DRAWINGS FOR ADDITIONAL
REQUIREMENTS
9. FENCE TBR
10. WATER SERVICE TBR (TYP.)
11. PIV TBR
12. STORM DRAINAGE INLET TBR
13. WALL TBR
14. STORM PIPE TBR
15. DUMPSTER TBR AND REPLACED
16. STEAM MH TBR, PROVIDE SHORING AS REQUIRED TO
SUPPORT ADJACENT STRUCTURES
17. ELECTRIC MANHOLE FRAME AND COVER TBR
18. COMMUNICATION MANHOLE FRAME AND COVER TBR
19. LIMIT OF DISTURBANCE (TYP.)
20. EXISTING BOLLARD TBR
21. REMOVE USACE TRAILERS AND FENCING AT
COMPLETION OF CONSTRUCTION. COORDINATE
DISCONNECTION OF UTILITIES WITH UTILITY
PRIVATIZATION CONTRACTOR. RESTORE AREA PER
LANDSCAPE PLANS.
22. CUT AND CAP EXISTING SERVICE
23. JET CLEAN AND VIDEO STORM PIPE
24. HPS, LPS, COND (AND TRAP LINE IF PRESENT) STEAM
PIPING TBR
25. REMOVE CONNECTION TO EXISTING GOOSE NECK
VENTS (TO REMAIN) AS REQUIRED FOR
RECONNECTION. RESET VENT IF REQUIRED. SEE
MECHANICAL DRAWING
I S
S U
A
M E
N D
M E
N T
S
S
E
150.22
150.31
150.79
150.84
150.81 150.81
150.47
150.36
151.74
151.15
151.73
157.96
S
152.57 152.90
153.00
160.47
150.36
C
151.12
151.11
150.55
150.34
150.79
149.83
149.87
DOOR SILL
ELEV=156.45'
173.03
153.36
173.37
153.14
152.44
172.71
172.68
172.98
172.37
S
D
S
S
D
CB
H
150.89
BM
149.96
150.14
150.92
E
151.02
151.47
FIRST FLOOR
ELEV=175.16'
SECOND FLOOR
ELEV=185.13'
THIRD FLOOR
ELEV=194.13'
FOURTH FLOOR
ELEV=203.03'
FIFTH FLOOR
ELEV=211.97'
BASEMENT FLOOR
ELEV=164.23'
SHADE TREE
150.29
150.37
151.70
150.66
SHADE TREE
FINISH FLOOR
ELEV=152.61'
150.86
151.37
150.34
150.91
C
151.31
151.80
152.47
152.65
153.15
E
153.67
151.57
152.31
151.71
151.49
150.33
150.53
150.71
150.59
151.40
152.23
152.51
152.72
D
154.87
154.87
154.83
CB
159.48
D
DOOR SILL
ELEV=154.61'
DOOR SILL
ELEV=153.18'
155.88
158.85
156.78
169.23
171.04
171.60
MANHOLE
COVER
EMPTY
FINISH FLOOR
ELEV=172.16'
171.73
171.54
172.37
171.55
172.79
172.96
172.66
173.21
173.45
172.40
173.56
173.58
172.52
172.66
173.52
172.80
172.68
172.89
152.57
G
172.88
159.05
LANDSCAPE AREA
LANDSCAPE AREA
GRANITE
CURB
GRANITE CURB
VENTS
VENTS
STEPS
STEPS
STONE PILLAR
STONE
PILLARS
BLOCK RETAINING WALL
CONCRETE
STRUCTURE
TRASH AREA
CHAIN LINK GATE
DOOR
KEYPAD
DOUBLE
DOOR
KEYPAD
HYDRANT
GAS VALVE
EMH 2D
HANDHOLE
HANDHOLE
LIGHT POLE
EMH
LIGHT POLE
LIGHT POLE
HANDHOLE
LIGHT POLE
WATER
VALVE
WATER VALVE
WATER VALVES
GAS VALVES
WATER VALVE
WATER VALVE
WATER VALVE
CMH 3B
CMH 3A1
CMH 3A
LIGHT POLE
170.74
168.49
EMH 2H
RIM=168.53'
INACCESSIBLE
168.73
FINISH FLOOR
ELEV=172.15'
FINISH FLOOR
ELEV=172.10'
171.01
THRESHHOLD
ELEV=170.56'
BASEMENT FLOOR
ELEV=168.22'
BASEMENT FLOOR
ELEV=168.25'
172.47
171.90
180.41
180.38
180.36
180.36
213.08
CB
CB
177.48
177.57
165.06
CB
CB
177.48
158.74
CO
CO
CO
CO
169.89
166.12
D
CB
177.54
164.62
164.34
FIRST FLOOR
ELEV=178.14'
SECOND FLOOR
ELEV=188.11'
THIRD FLOOR
ELEV=197.12'
FOURTH FLOOR
ELEV=206.19'
FIFTH FLOOR
ELEV=215.11'
ROOF
ELEV=224.70'
170.56
180.74
180.38
179.41
199.07
209.18
DUMPSTER
EMH 2J
EMH 2G
T H
A Y
L K
BLOCK RETAINING WALL
CONCRETE RAMP
CONCRETE RAMP
ASPHALT AREA
A S
P H
A L
T
W
A L
K
SHED
M
O
N
U
M
E
N
T
S
GRATE C
A
N O
P Y
GRATE
ASPHALT
AREA
BLDG 740
LEE BARRACKS
BLDG 602
GRANT HALL
BLDG 606
BLDG 738
SHERMAN BARRACKS
D E
P R
E S
S E
D
C
U R
B
W A
L L
W A
L L
C
U
R
B
D E
P R
E S
S E
D
C
U R
B
C
U
R
B
C
O
N
C
R
E
R
U
C
T
U
R
E
CB
WATER
OUTLET
CLEAN OUTS
STONE PILLAR
WATER VALVE
STONE WALL
T H
A Y
A
D
BLOCK
RETAINING
WALL
N
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
E
C
C UGU
EMH 2E
ELEC.
VAULT
UNDERGROUND
UNKNOWN
TEMPORARY
COMPACTOR
CMH 3
CMH X3
E
ST MHF8
APPROXIMATE LOCATION
OF CONCRETE EXPANSION
JOINT, MECHANICAL ROOM
BELOW
ST MHF4
ST MHF3
3'x5'
UNDERGROUND
TUNNEL
3'x5'
UNDERGROUND
TUNNEL
EB
EB
(3)
S
POSSIBLE LOCATION
OF EXISTING GAS
SERVICE
RETRACTABLE
WEDGE BARRIER
FORMATION AREA
ST
CO
C
E
D
D
W
D
W
W
W
W
W
W
W
PIV
C
ST
ST
C
D D
G
RD
SW
T
D
E
W
CO
C
C
C
D
X X
X X
X X
X X
X X
X
X
X
S
D
S
CO
S
CB
E
E
C
E
ST
ST
W
THIS AREA TO BE
COORDINATED WITH
THE LEE BARRACKS
RENOVATION DESIGN
W
ST
W
E
E
E
T
W
XX
X X
X X
D
X X
X X
X X
X X
X X
X X
X X
XPIV
E
C
(ELECTRIC)
(ELECTRIC)
(STEAM)
(ELECTRIC)
(TYP.)
(TYP.)
N: 931572.1929
E: 641145.5503
N: 931571.7904
E: 641195.54878'
10.5'
(3' WIDE)
(3' WIDE)
1'
6'
N: 931609.3685
E: 641095.2873
N: 931582.4000
E: 641094.9046
N: 931582.0139
E: 641140.2542
N: 931467.1307
E: 641139.3293
N: 931467.2645
E: 641108.8367
N: 931438.0794
E: 641108.2583
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
W D
S F
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N
R
K
N
Y
J U
A N
S I
D
W E
I N
T
N
Y
C B
E
R M
R
R A
C
RTA SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
W D
S D
SHEET ID
SHERM
A1
SITE PLAN
SCALE: 1"=20'
J C
D P
J K
S I T
E
P
L A
N
C I V
I L
CS101
N
20' 40'0
SHEET KEYNOTES
1. TYPICAL CONCRETE PAVEMENT (C-501/E8)
2. PAVEMENT SAWCUT / MEET EXISTING (TYP.)
3. TYPICAL BITUMINOUS PAVEMENT FULL DEPTH
(C-501/A7)
4. HYDRANT AND BOLLARDS
5. PIV
6. TRANSFORMER/SWITCH (SEE ELECTRICAL DRAWINGS)
7. WATER VALVE
8. TYPICAL WATER TIGHT MANHOLE FRAME AND COVER
(UTILITY)
9. MEET EXISTING CONCRETE
10. TYPICAL PAINTED BASKETBALL COURT (TYP.) (C-502/D1)
11. SEE DRAWING C-505/A7 FOR TRANSFORMER AREA
ENLARGEMENT DETAIL
12. REMOVABLE BOLLARD (TOTAL 6) / W TEMPORARY
HOLDING RECEIVERS (C-505/D2)
13. TYPICAL BOLLARD COVER OVER EXISTING BOLLARD
(TOTAL 19), (C-505-A2)
14. TYPICAL CHAIN LINK FENCE (C-502/D5)
15. TYPICAL CHAIN LINK FENCE SINGLE SWING GATE
(C-502/A1)
16. RESTORE AREA WITH 3" NYDOT SUBBASE TYPE 2
17. TYPICAL CONCRETE SIDEWALK (C-501/C4)
18. TYPICAL 8" PERFORATED PIPE DRAIN (C-502/A5)
19. LIMIT OF DISTURBANCE
20. NEW CONCRETE PAVEMENT TO EXISTING EXPANSION
JOINT WHICH DELINEATES THE APPROXIMATE LIMITS
OF BLDG 606 MECHANICAL ROOM BELOW
21. STEAM MH (SEE ELECTRICAL DRAWINGS)
I S
S U
A
M E
N D
M E
N T
M M
CO
M
MCOMM
COMM
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S
D
S D
S
D
S
D
SD
SD
SD
SD
SD SD
SD
S
D
S D
S
A
N
SAN
SAN
SAN
SAN
SAN
S A
N
C
O
M
M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
COMM
C O
M M
S
E
S
S
E
S
C
S
D
S
S
D
CB
H
BM
E
C
E
D
CB
D
MANHOLE
COVER
EMPTY
W
W
W
W
W
W W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W W
W W
W
LANDSCAPE AREA
LANDSCAPE AREA
GRANITE
CURB
GRANITE CURB
VENTS
VENTS
STEPS
STEPS
STONE PILLAR
STONE
PILLARS
BLOCK RETAINING WALL
CONCRETE
STRUCTURE
TRASH AREA
CHAIN LINK GATE
DOOR
KEYPAD
DOUBLE
DOOR
KEYPAD
HYDRANT
HYDRANT
WATER
VALVES
GAS VALVE
GAS VALVE
EMH 2D
HANDHOLE
HANDHOLE
LIGHT POLE
EMH
LIGHT POLE
LIGHT POLE
HANDHOLE
LIGHT POLE
WATER
VALVE
WATER VALVE
WATER VALVES
GAS VALVES
WATER VALVE
WATER VALVE
WATER VALVE
CMH 3B
CMH 3A1
CMH 3A
LIGHT POLE
EMH 2H
RIM=168.53'
INACCESSIBLE
C
E
CB
CB
E
CB
CB
CB
CB
CO
CO
CO
CO
D
CB
DUMPSTER
EMH 2J
EMH 2G
T H
A Y
L K
BLOCK RETAINING WALL
CONCRETE RAMP
CONCRETE RAMP
ASPHALT AREA
A S
P H
A L
T
W
A L
K
SHED
M
O
N
U
M
E
N
T
S
GRATE C
A
N O
P Y
GRATE
ASPHALT
AREA
BLDG 740
LEE BARRACKS
BLDG 602
GRANT HALL
BLDG 606
BLDG 738
SHERMAN BARRACKS
D E
P R
E S
S E
D
C
U R
B
W A
L L
W A
L L
C
U
R
B
D E
P R
E S
S E
D
C
U R
B
C
U
R
B
CMH
C
O
N
C
R
E
R
U
C
T
U
R
E
CB
WATER
OUTLET
CLEAN OUTS
STONE PILLAR
PIV
WATER VALVE
STONE WALL
W W
T H
A Y
A
D
BLOCK
RETAINING
WALL
N
HPS
HPS
HPS
HPS
HPS
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
C O
O L
E R
W
W
W W
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
E
C
ST
C
W
E
E
E
E
E
E E E E E E E E E E
E E
E E
E
E
E
E
UGU
E
E
E
E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W W
W
E
E
E
E
E
E
E
E
E
EMH 2E
ELEC.
VAULT
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
S
D
SD
SD
SD
SD
SD
SD
SD
ABANDONED
ELEC. CONDUITS
ABANDONED
ELEC. CONDUITS
COLD WATER LINE
PER AVAILABLE
RECORDS
UNDERGROUND
UNKNOWN
TEMPORARY
COMPACTOR
CHW
C
O
M
M
C
O
M
M
C
O
M
M
CMH 3
CMH X3
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E E
E E
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
ST MHF8
APPROXIMATE LOCATION
OF CONCRETE EXPANSION
JOINT, MECHANICAL ROOM
BELOW
ST MHF4
H P
S
ST MHF3
S
D
H P
S
3'x5'
UNDERGROUND
TUNNEL
3'x5'
UNDERGROUND
TUNNEL
EB
EB
(3)
C O
M M
COMM COMM COMM COMM COMM COMM
COMMUNICATION CONDUIT,
TERMINATION UNKNOWN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
A
N
S A
N
S
D
G
G
G
G
G
G
G
POSSIBLE LOCATION
OF EXISTING GAS
SERVICE
S A
N
RETRACTABLE
WEDGE BARRIER
FORMATION AREA
H P
S
H P
S
H P
S
H P
S
ST
CO
C
E
D
D
SD
S D
S D
S D
E
E
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
H W
S
HWSHWSHWSHWS
W
D
W
W
W
W
W
W W
W W
W
W W W W W W W
W W
W
W
W
W
W
W
W
W
W
PIV
G G
G G G
G
G G
G G
G G G
S D
SD
SD
SD
SD
SD
SD
C
S
A
N
S
A
N
ST
ST
C
W
S
D
SD
D D
G
RD
SW
T
E
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
CHW
CHW
CHW
C
H
W
E
D
SD
SD
SD
E
E
E
E
W W
CO
S
A
N
S A
N
S A
N
S A
N
C
C
C
C O
M M
COMM
COMM
C O
M M
C O
M M
COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
D
H
W
R
H
W
S
X X
X X
X X
X X
X X
X
X
X
S
E E
E E
E E
E E
E E
E E
E E
D
S
CO
G G G G G G
G
HWR HWR HWR HWR
H W
R
W W
W W
W W
W W
W W
W
E
E
E
E E
S
CB
E
E
C
E E E E E E E E E
E
E
E
E
E
E E E
ST
ST
SD
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS
HPS HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS HPS
HPS HPS
SOUTH RAMP REMAINS OPEN DURING
PHASE II FOR CONSTRUCTION
VEHICLES AND EMERGENCY VEHICLE
ACCESS
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
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
COORDINATE EXACT
LOCATION WITH
GOVERNMENT SO
EMERGENCY VEHICLE
ACCESS IS MAINTAINED
CONTRACTOR
DEBRIS
LOADING
AREA
MAINTAIN 15' CLEAR IN THAYER
WALK FOR EMERGENCY AND
CONTRACTOR VEHICLE ACCESS
TYPICAL TEMPORARY
CONSTRUCTION
FENCE (C-502/D5)
LEE BARRACKS
RESTORATION BEGINS
MARCH 2022
TEMPORARY
GRANT HALL
DELIVERY
ACCESS
TEMPORARILY REMOVE
BOTH SIDES OF GATE
AND REPLACE AFTER
PHASE II
TYPICAL
TEMPORARY
CONSTRUCTION
FENCE FOR WALL
REPAIR (C-502/D5)
NORTH RAMP CLOSED
FOR RECONSTRUCTION,
RETAINING WALL REPAIRS
AND LEE BARRACKS
NORTH FACADE REPAIRS
INSTALL PERMANENT
COOLER AT
COMPLETION OF
PHASE II
CADET CIRCULATION TO
BREWERTON ROAD TO
THAYER ROAD
TYPICAL
TEMPORARY
CONSTRUCTION
FENCE
CADET
EXERCISE
AREA
SHERMAN BARRACKS
TO REMAIN OCCUPIED
DURING PHASE II
LEE BARRACKS
CONSTRUCTION
STAGING AND
STORAGE AREA
CADET CIRCULATION
TO BE NORTH TO
BREWERTON ROAD.
NO CADETS PERMITTED
TO USE THE LEE NORTH
OR SOUTH RAMP
COMPACTOR TO BE
RELOCATED BY
GOVERNMENT AT
THE COMPLETION
OF PHASE II
BUILDING 606 CADET BOOK
STORE AREA TO BE PROVIDED
TO LEE SHERMAN BARRACKS
CONSTRUCTION CONTRACTOR
IN LIEU OF TRAILER SPACE
USACE LEE AND SHERMAN
BARRACKS CONSTRUCTION
TRAILERS AND FENCING TO BE
INSTALLED DURING PHASE I
(SEE CS101)
X
X X
X
X
TEMPORARY GRANT HALL
COMPACTOR LOCATION,
RELOCATED BY GOVERNMENT,
TEMPORARY CONSTRUCTION
FENCE (C-502/D5) AND
TEMPORARY POWER BY
CONTRACTOR.
SEE ELECTRICAL PLANS.
MAINTAIN 20' CLEAR IN
THAYER WALK
14' W x 12' D AREA TO
BE RESERVED FOR
GOVERNMENT
PROVIDED SHERMAN
BARRACKS DUMPSTER
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
14' WIDE (C-502/E8)
X X
X X
X
X X
TYPICAL TEMPORARY
CONSTRUCTION FENCE
SINGLE SWING GATE, 5'
WIDE (C-502/A1)
FOR GRANT DELIVERIES
GRANT
PICNIC
AREA
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
X
X
TYPICAL TEMPORARY CONSTRUCTION
FENCE, 10' x 10' ENCLOSURE WITH
DOUBLE SWING GATE, 10' WIDE FOR
GOVERNMENT PROVIDED DUMPSTER.
COORDINATE EXACT LOCATION WITH
GOVERNMENT (C-502/E8)
LEE AND SHERMAN BARRACKS
PHASE II CONSTRUCTION
1. ALL TEMPORARY CONSTRUCTION FENCE SINGLE AND
DOUBLE SWING GATES MUST BE PROVIDED WITH
DOUBLE LOCK WITH INTERLOCKING KEYED SYSTEM.
2. COMPLETE THE FOLLOWING PHASE II IMPROVEMENTS
PRIOR TO PROCEEDING TO PHASE III:
A. THE NORTH RAMP RECONSTRUCTION, RETAINING
WALL REPAIRS, AND LEE BARRACKS NORTH
FACADE REPAIRS.
B. UTILITY IMPROVEMENTS UNDER NORTH RAMP
INCLUDING LINING OF THE SANITARY SEWER
LATERAL FROM THE FORMATION AREA.
C. GRANT HALL PICNIC AREA IMPROVEMENTS.
D. INSTALLATION OF COOLER IN GRANT ALLEY.
E. REFURBISH AND REINSTALL BOTH SIDES OF
GRANT ALLEY FENCE/GATE AT NEW LOCATION.
A1
PHASE II CONSTRUCTION EXHIBIT - LEE & SHERMAN BARRACKS
SCALE: 1"=20'
J C
D P
J K
L E
E
R M
R
R A
C
A
I
C
O N
S T
R U
C T
I O
N
E
X H
I B
I T
C I V
I L
CS104
N
20' 40'0
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
W D
S F
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N
R
K
N
Y
J U
A N
S I
D
W E
I N
T
N
Y
C B
E
R M
R
R A
C
RTA SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
W D
S D
SHEET ID
SHERM
GENERAL SHEET NOTES
I S
S U
A
M E
N D
M E
N T
M M
CO
M
MCOMM
COMM
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S
D
S D
S
D
S
D
SD
SD
SD
SD
SD SD
SD
S
D
S D
S
A
N
SAN
SAN
SAN
SAN
SAN
S A
N
C
O
M
M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
COMM
C O
M M
S
E
S
S
E
S
C
S
D
S
S
D
CB
H
BM
E
C
E
D
CB
D
MANHOLE
COVER
EMPTY
W
W
W
W
W
W W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W W
W W
W
LANDSCAPE AREA
LANDSCAPE AREA
GRANITE
CURB
GRANITE CURB
VENTS
VENTS
STEPS
STEPS
STONE PILLAR
STONE
PILLARS
BLOCK RETAINING WALL
CONCRETE
STRUCTURE
TRASH AREA
CHAIN LINK GATE
DOOR
KEYPAD
DOUBLE
DOOR
KEYPAD
HYDRANT
HYDRANT
WATER
VALVES
GAS VALVE
GAS VALVE
EMH 2D
HANDHOLE
HANDHOLE
LIGHT POLE
EMH
LIGHT POLE
LIGHT POLE
HANDHOLE
LIGHT POLE
WATER
VALVE
WATER VALVE
WATER VALVES
GAS VALVES
WATER VALVE
WATER VALVE
WATER VALVE
CMH 3B
CMH 3A1
CMH 3A
LIGHT POLE
EMH 2H
RIM=168.53'
INACCESSIBLE
C
E
CB
CB
E
CB
CB
CB
CB
CO
CO
CO
CO
D
CB
DUMPSTER
EMH 2J
EMH 2G
T H
A Y
L K
BLOCK RETAINING WALL
CONCRETE RAMP
CONCRETE RAMP
ASPHALT AREA
A S
P H
A L
T
W
A L
K
SHED
M
O
N
U
M
E
N
T
S
GRATE C
A
N O
P Y
GRATE
ASPHALT
AREA
BLDG 740
LEE BARRACKS
BLDG 602
GRANT HALL
BLDG 606
BLDG 738
SHERMAN BARRACKS
D E
P R
E S
S E
D
C
U R
B
W A
L L
W A
L L
C
U
R
B
D E
P R
E S
S E
D
C
U R
B
C
U
R
B
CMH
C
O
N
C
R
E
R
U
C
T
U
R
E
CB
WATER
OUTLET
CLEAN OUTS
STONE PILLAR
PIV
WATER VALVE
STONE WALL
W W
T H
A Y
A
D
BLOCK
RETAINING
WALL
N
HPS
HPS
HPS
HPS
HPS
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
E
C
ST
C
W
E
E
E
E
E
E E E E E E E E E E
E E
E E
E
E
E
E
UGU
E
E
E
E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W W
W
E
E
E
E
E
E
E
E
E
EMH 2E
ELEC.
VAULT
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
S
D
SD
SD
SD
SD
SD
SD
SD
ABANDONED
ELEC. CONDUITS
ABANDONED
ELEC. CONDUITS
COLD WATER LINE
PER AVAILABLE
RECORDS
UNDERGROUND
UNKNOWN
TEMPORARY
COMPACTOR
CHW
C
O
M
M
C
O
M
M
C
O
M
M
CMH 3
CMH X3
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E E
E E
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
ST MHF8
APPROXIMATE LOCATION
OF CONCRETE EXPANSION
JOINT, MECHANICAL ROOM
BELOW
ST MHF4
H P
S
ST MHF3
S
D
H P
S
3'x5'
UNDERGROUND
TUNNEL
3'x5'
UNDERGROUND
TUNNEL
EB
EB
(3)
C O
M M
COMM COMM COMM COMM COMM COMM
COMMUNICATION CONDUIT,
TERMINATION UNKNOWN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
A
N
S A
N
S
D
G
G
G
G
G
G
G
POSSIBLE LOCATION
OF EXISTING GAS
SERVICE
S A
N
RETRACTABLE
WEDGE BARRIER
FORMATION AREA
H P
S
H P
S
H P
S
H P
S
ST
CO
C
E
D
D
SD
S D
S D
S D
E
E
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
H W
S
HWSHWSHWSHWS
W
D
W
W
W
W
W
W W
W W
W
W W W W W W W
W W
W
W
W
W
W
W
W
W
W
PIV
G G
G G G
G
G G
G G
G G G
S D
SD
SD
SD
SD
SD
SD
C
S
A
N
S
A
N
ST
ST
C
W
S
D
SD
D D
G
RD
SW
T
E
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
CHW
CHW
CHW
C
H
W
E
D
SD
SD
SD
E
E
E
E
W W
CO
S
A
N
S A
N
S A
N
S A
N
C
C
C
C O
M M
COMM
COMM
C O
M M
C O
M M
COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
D
H
W
R
H
W
S
X X
X X
X X
X X
X X
X
X
X
S
E E
E E
E E
E E
E E
E E
E E
D
S
CO
G G G G G G
G
HWR HWR HWR HWR
H W
R
W W
W W
W W
W W
W W
W
E
E
E
E E
S
CB
E
E
C
E E E E E E E E E
E
E
E
E
E
E E E
ST
ST
SD
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS
HPS HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS HPS
HPS HPS
SOUTH RAMP CLOSED FOR
RECONSTRUCTION, WALL
FACADE REPAIR AND LEE
BARRACKS SOUTH FACADE
REPAIRS
X X
X X
X X
X X
X X
X
X
X X
X X
X
CONTRACTOR
DEBRIS
LOADING
AREA
TYPICAL TEMPORARY
CONSTRUCTION
FENCE (C-502/D5)
LEE BARRACKS
RESTORATION
CONTINUES
DURING PHASE III
COMPLETED GRANT
HALL DELIVERY
ACCESS
NORTH WALL AND GRANT
HALL ALLEY-WAY
RECONSTRUCTION
COMPLETED AT THE END
OF PHASE II
NORTH RAMP
COMPLETED
RELOCATED
COOLER
TEMPORARY CRANE AREA FOR
SHERMAN BARRACKS TO BE
LOCATED IN DAVIS BARRACKS
SERVICE YARD
TYPICAL TEMPORARY
CONSTRUCTION
FENCE (C-502/D5)
SHERMAN BARRACKS
RESTORATION
SHERMAN AND
LEE BARRACKS
CONSTRUCTION
STAGING AND
STORAGE AREA
X
X X
X X X
X
X
X
X
X
X X
X X
X X
X X X
X
COMPLETED GRANT
HALL PICNIC AREA
IMPROVEMENTS
REMOVE ALL TEMPORARY
FENCING IN THIS AREA AND
RELOCATE COOLER AND
COMPACTOR AT THE END OF
PHASE I
INSTALL RESTORED
GATES
TEMPORARY
CRANE USE AREA
AS APPROVED BY
GOVERNMENT 14
DAYS IN ADVANCE
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
REMOVE AND STORE
VEHICLE BARRIER
SYSTEM
TYPICAL TEMPORARY
CONSTRUCTION FENCE
(C-502/D5), CREATE ACCESS
FOR TEMPORARY BOILER
PIPING CONNECTION TO
BUILDING 606
CONTRACTOR DEBRIS
LOADING AREA
RELOCATED
COMPACTOR
NORTH RAMP RE-OPENS
DURING PHASE III FOR
CONSTRUCTION
VEHICLES, BUILDING 606
REFUSE COLLECTION,
AND EMERGENCY
VEHICLE ACCESS
MAINTAIN 15' CLEAR IN THAYER
WALK FOR EMERGENCY AND
CONTRACTOR VEHICLE ACCESS
USACE LEE AND SHERMAN
BARRACKS CONSTRUCTION
TRAILERS
BUILDING 606 CADET BOOK
STORE AREA TO BE PROVIDED
TO LEE SHERMAN BARRACKS
CONSTRUCTION CONTRACTOR
IN LIEU OF TRAILER SPACE
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
COORDINATE EXACT
LOCATION WITH
GOVERNMENT SO
EMERGENCY VEHICLE
ACCESS IS
MAINTAINED
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
X
X
TYPICAL TEMPORARY CONSTRUCTION
FENCE, 10' x 10' ENCLOSURE WITH
DOUBLE SWING GATE, 10' WIDE FOR
GOVERNMENT PROVIDED DUMPSTER.
COORDINATE EXACT LOCATION WITH
GOVERNMENT (C-502/E8)
G
50' x 10' ± AREA FOR
BUILDING 606
TEMPORARY BOILER,
CONNECT TO EXISTING
GAS MAIN AND WATER
MAIN/HYDRANT AS
REQUIRED, SEE
ELECTRIC PLANS FOR
POWER SERVICE
APPROXIMATE
ALIGNMENT FOR
TEMPORARY BOILER
SERVICE CONNECTION
TO BUILDING 606 WHILE
STEAM DISTRIBUTION
SYSTEM AND VAULTS
ARE BEING REPLACED
W
W
W W
MAINTAIN EXISTING
POWER TO B606 AT
ALL TIMES
LEE AND SHERMAN BARRACKS
PHASE III CONSTRUCTION
1. ALL TEMPORARY CONSTRUCTION FENCE SINGLE AND
DOUBLE SWING GATES MUST BE PROVIDED WITH
DOUBLE LOCK WITH INTERLOCKING KEYED SYSTEM.
2. COMPLETE THE FOLLOWING PHASE III
IMPROVEMENTS PRIOR TO PROCEEDING TO
PHASEVI:
A. THE SOUTH RAMP RECONSTRUCTION, WALL
FACADE REPAIRS, AND LEE BARRACKS SOUTH
FACADE REPAIRS.
B. UTILITY IMPROVEMENTS UNDER SOUTH RAMP.
3. SHERMAN BARRACKS OPTION NTP IS ANTICIPATED
TO BE NO LATER THAN 450 DAYS AFTER THE BASE
CONTRACT NTP.
4. THE CONTRACTOR SHALL NOT ANTICIPATE
RECEIVING THE CONSTRUCTION AREA FOR SHERMAN
DEMOLITION UNTIL 30 DECEMBER, 2022.
A1
PHASE III CONSTRUCTION EXHIBIT - LEE & SHERMAN BARRACKS
SCALE: 1"=20'
J C
D P
J K
L E
E
R M
R
R A
C
A
I
C
O N
S T
R U
C T
I O
N
E
X H
I B
I T
C I V
I L
CS105
N
20' 40'0
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
W D
S F
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N
R
K
N
Y
J U
A N
S I
D
W E
I N
T
N
Y
C B
E
R M
R
R A
C
RTA SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
W D
S D
SHEET ID
SHERM
GENERAL SHEET NOTES
I S
S U
A
M E
N D
M E
N T
M M
CO
M
MCOMM
COMM
S
D
S
D
S
D
S D
S
D
S
D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
S D
S
D
S
D
SD
SD
SD
SD
SD SD
SD
S
D
S D
S
A
N
SAN
SAN
SAN
SAN
SAN
S A
N
C
O
M
M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
COMM
C O
M M
S
E
S
S
E
S
C
S
D
S
S
D
CB
H
BM
E
C
E
D
CB
D
MANHOLE
COVER
EMPTY
W
W
W
W
W
W W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W W
W W
W
LANDSCAPE AREA
LANDSCAPE AREA
GRANITE
CURB
GRANITE CURB
VENTS
VENTS
STEPS
STEPS
STONE PILLAR
STONE
PILLARS
BLOCK RETAINING WALL
CONCRETE
STRUCTURE
TRASH AREA
CHAIN LINK GATE
DOOR
KEYPAD
DOUBLE
DOOR
KEYPAD
HYDRANT
HYDRANT
WATER
VALVES
GAS VALVE
GAS VALVE
EMH 2D
HANDHOLE
HANDHOLE
LIGHT POLE
EMH
LIGHT POLE
LIGHT POLE
HANDHOLE
LIGHT POLE
WATER
VALVE
WATER VALVE
WATER VALVES
GAS VALVES
WATER VALVE
WATER VALVE
WATER VALVE
CMH 3B
CMH 3A1
CMH 3A
LIGHT POLE
EMH 2H
RIM=168.53'
INACCESSIBLE
C
E
CB
CB
E
CB
CB
CB
CB
CO
CO
CO
CO
D
CB
DUMPSTER
EMH 2J
EMH 2G
T H
A Y
L K
BLOCK RETAINING WALL
CONCRETE RAMP
CONCRETE RAMP
ASPHALT AREA
A S
P H
A L
T
W
A L
K
SHED
M
O
N
U
M
E
N
T
S
GRATE C
A
N O
P Y
GRATE
ASPHALT
AREA
BLDG 740
LEE BARRACKS
BLDG 602
GRANT HALL
BLDG 606
BLDG 738
SHERMAN BARRACKS
D E
P R
E S
S E
D
C
U R
B
W A
L L
W A
L L
C
U
R
B
D E
P R
E S
S E
D
C
U R
B
C
U
R
B
CMH
C
O
N
C
R
E
R
U
C
T
U
R
E
CB
WATER
OUTLET
CLEAN OUTS
STONE PILLAR
PIV
WATER VALVE
STONE WALL
W W
T H
A Y
A
D
BLOCK
RETAINING
WALL
N
HPS
HPS
HPS
HPS
HPS
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
E
C
ST
C
W
E
E
E
E
E
E E E E E E E E E E
E E
E E
E
E
E
E
UGU
E
E
E
E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W W
W
E
E
E
E
E
E
E
E
E
EMH 2E
ELEC.
VAULT
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
S
D
SD
SD
SD
SD
SD
SD
SD
ABANDONED
ELEC. CONDUITS
ABANDONED
ELEC. CONDUITS
COLD WATER LINE
PER AVAILABLE
RECORDS
UNDERGROUND
UNKNOWN
TEMPORARY
COMPACTOR
CHW
C
O
M
M
C
O
M
M
C
O
M
M
CMH 3
CMH X3
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E E
E E
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
ST MHF8
APPROXIMATE LOCATION
OF CONCRETE EXPANSION
JOINT, MECHANICAL ROOM
BELOW
ST MHF4
H P
S
ST MHF3
S
D
H P
S
3'x5'
UNDERGROUND
TUNNEL
3'x5'
UNDERGROUND
TUNNEL
EB
EB
(3)
C O
M M
COMM COMM COMM COMM COMM COMM
COMMUNICATION CONDUIT,
TERMINATION UNKNOWN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
A
N
S A
N
S
D
G
G
G
G
G
G
G
POSSIBLE LOCATION
OF EXISTING GAS
SERVICE
S A
N
RETRACTABLE
WEDGE BARRIER
FORMATION AREA
H P
S
H P
S
H P
S
H P
S
ST
CO
C
E
D
D
SD
S D
S D
S D
E
E
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
H W
S
HWSHWSHWSHWS
W
D
W
W
W
W
W
W W
W W
W
W W W W W W W
W W
W
W
W
W
W
W
W
W
W
PIV
G G
G G G
G
G G
G G
G G G
S D
SD
SD
SD
SD
SD
SD
C
S
A
N
S
A
N
ST
ST
C
W
S
D
SD
D D
G
RD
SW
T
E
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
CHW
CHW
CHW
C
H
W
E
D
SD
SD
SD
E
E
E
E
W W
CO
S
A
N
S A
N
S A
N
S A
N
C
C
C
C O
M M
COMM
COMM
C O
M M
C O
M M
COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
D
H
W
R
H
W
S
X X
X X
X X
X X
X X
X
X
X
S
E E
E E
E E
E E
E E
E E
E E
D
S
CO
G G G G G G
G
HWR HWR HWR HWR
H W
R
W W
W W
W W
W W
W W
W
E
E
E
E E
S
CB
E
E
C
E E E E E E E E E
E
E
E
E
E
E E E
ST
ST
SD
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS
HPS HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS HPS
HPS HPS
SOUTH RAMP RE-OPENS
DURING PHASE IV FOR
CONSTRUCTION VEHICLES
AND EMERGENCY VEHICLE
ACCESS
X X
X X
X X
X X
X X
X
X
CONTRACTOR
DEBRIS
LOADING
AREA
LEE BARRACKS
RESTORATION
COMPLETED DURING
PHASE IV
GRANT HALL
DELIVERY ACCESS
COMPLETED IN
PHASE II
NORTH WALL AND GRANT
HALL ALLY-WAY
RECONSTRUCTION
COMPLETED AT THE END
OF PHASE II
TEMPORARY CRANE AREA FOR
SHERMAN BARRACKS TO BE
LOCATED IN DAVIS BARRACKS
SERVICE YARD
SHERMAN BARRACKS
RESTORATION
CONTINUES DURING
PHASE IV
LEE AND SHERMAN
BARRACKS
CONSTRUCTION
STAGING AND STORAGE
AREA
X
X X
X X
X X
X X
X X X
X
GRANT HALL PICNIC
AREA IMPROVEMENTS
COMPLETED IN PHASE II
RESTORED GATES
INSTALLED IN
PHASE III
NORTH RAMP REMAINS
OPEN DURING PHASE IV
FOR CONSTRUCTION
VEHICLES ONLY
REMOVE VEHICLE
BARRIER SYSTEM AND
TURN OVER TO THE
GOVERNMENT
MAINTAIN 15' CLEAR IN THAYER
WALK FOR EMERGENCY AND
CONTRACTOR VEHICLE ACCESS
USACE LEE AND SHERMAN
BARRACKS CONSTRUCTION
TRAILERS
BUILDING 606 CADET BOOK
STORE AREA TO BE PROVIDED
TO LEE SHERMAN BARRACKS
CONSTRUCTION CONTRACTOR
IN LIEU OF TRAILER SPACE
TYPICAL TEMPORARY
CONSTRUCTION
FENCE (C-502/D5)
TEMPORARY
CRANE USE AREA
AS APPROVED BY
GOVERNMENT 14
DAYS IN ADVANCE
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
COORDINATE EXACT
LOCATION WITH
GOVERNMENT SO
EMERGENCY VEHICLE
ACCESS IS
MAINTAINED
TYPICAL TEMPORARY
CONSTRUCTION FENCE
DOUBLE SWING GATE,
12' WIDE (C-502/E8)
X
X
TYPICAL TEMPORARY CONSTRUCTION
FENCE, 10' x 10' ENCLOSURE WITH
DOUBLE SWING GATE, 10' WIDE FOR
GOVERNMENT PROVIDED DUMPSTER.
COORDINATE EXACT LOCATION WITH
GOVERNMENT (C-502/E8)
TYPICAL TEMPORARY
CONSTRUCTION
FENCE (C-502/D5)
LEE AND SHERMAN BARRACKS
PHASE IV CONSTRUCTION
1. ALL TEMPORARY CONSTRUCTION FENCE SINGLE AND
DOUBLE SWING GATES MUST BE PROVIDED WITH
DOUBLE LOCK WITH INTERLOCKING KEYED SYSTEM.
2. COORDINATE WITH THE GOVERNMENT 14 DAYS
PRIOR TO THE MOVE OF BBS EQUIPMENT /
FURNISHINGS FROM THE BBSSS TRAILER BACK TO
LEE. THIS MOVE IS TO TAKE PLACE ONCE LEE
BARRACKS IS COMPLETE.
3. COMPLETE THE THE FOLLOWING PHASE IV
IMPROVEMENTS PRIOR TO PROCEEDING TO PHASE V:
A. ALL UTILITY CONNECTIONS BETWEEN SHERMAN
AND LEE BARRACKS.
- THE TURNOVER OF LEE BARRACKS.
A1
PHASE IV CONSTRUCTION EXHIBIT - LEE & SHERMAN BARRACKS
SCALE: 1"=20'
J C
D P
J K
L E
E
R M
R
R A
C
A
V
N
S T
R U
C T
I O
N
E
X H
I B
I T
C I V
I L
CS106
N
20' 40'0
D A
T E
M A
R K
D E
S C
R I P
T I O
N
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
W D
S F
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
US Army Corps of Engineers
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N
R
K
N
Y
J U
A N
S I
D
W E
I N
T
N
Y
C B
E
R M
R
R A
C
RTA SUBMISSION
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
W D
S D
SHEET ID
SHERM
GENERAL SHEET NOTES
I S
S U
A
M E
N D
M E
N T
M M
CO
M
MCOMM
COMM
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S
D
S D
S
D
S
D
SD
SD
SD
SD
SD SD
SD
S
D
S D
S
A
N
SAN
SAN
SAN
SAN
SAN
S A
N
C
O
M
M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
COMM
C O
M M
S
E
S
S
E
S
C
S
D
S
S
D
CB
H
BM
E
C
E
D
CB
D
MANHOLE
COVER
EMPTY
W
W
W
W
W
W W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W W
W W
W
LANDSCAPE AREA
LANDSCAPE AREA
GRANITE
CURB
GRANITE CURB
VENTS
VENTS
STEPS
STEPS
STONE PILLAR
STONE
PILLARS
BLOCK RETAINING WALL
CONCRETE
STRUCTURE
TRASH AREA
CHAIN LINK GATE
DOOR
KEYPAD
DOUBLE
DOOR
KEYPAD
HYDRANT
HYDRANT
WATER
VALVES
GAS VALVE
GAS VALVE
EMH 2D
HANDHOLE
HANDHOLE
LIGHT POLE
EMH
LIGHT POLE
LIGHT POLE
HANDHOLE
LIGHT POLE
WATER
VALVE
WATER VALVE
WATER VALVES
GAS VALVES
WATER VALVE
WATER VALVE
WATER VALVE
CMH 3B
CMH 3A1
CMH 3A
LIGHT POLE
EMH 2H
RIM=168.53'
INACCESSIBLE
C
E
CB
CB
E
CB
CB
CB
CB
CO
CO
CO
CO
D
CB
DUMPSTER
EMH 2J
EMH 2G
T H
A Y
L K
BLOCK RETAINING WALL
CONCRETE RAMP
CONCRETE RAMP
ASPHALT AREA
A S
P H
A L
T
W
A L
K
SHED
M
O
N
U
M
E
N
T
S
GRATE C
A
N O
P Y
GRATE
ASPHALT
AREA
BLDG 740
LEE BARRACKS
BLDG 602
GRANT HALL
BLDG 606
BLDG 738
SHERMAN BARRACKS
D E
P R
E S
S E
D
C
U R
B
W A
L L
W A
L L
C
U
R
B
D E
P R
E S
S E
D
C
U R
B
C
U
R
B
CMH
C
O
N
C
R
E
R
U
C
T
U
R
E
CB
WATER
OUTLET
CLEAN OUTS
STONE PILLAR
PIV
WATER VALVE
STONE WALL
W W
T H
A Y
A
D
BLOCK
RETAINING
WALL
N
HPS
HPS
HPS
HPS
HPS
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
E
C
ST
C
W
E
E
E
E
E
E E E E E E E E E E
E E
E E
E
E
E
E
UGU
E
E
E
E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W W
W
E
E
E
E
E
E
E
E
E
EMH 2E
ELEC.
VAULT
E
E
E
E
E
E
E
E
E
E E E E E E
E
E
E
S
D
SD
SD
SD
SD
SD
SD
SD
ABANDONED
ELEC. CONDUITS
ABANDONED
ELEC. CONDUITS
COLD WATER LINE
PER AVAILABLE
RECORDS
UNDERGROUND
UNKNOWN
TEMPORARY
COMPACTOR
CHW
C
O
M
M
C
O
M
M
C
O
M
M
CMH 3
CMH X3
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E E
E E
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
ST MHF8
APPROXIMATE LOCATION
OF CONCRETE EXPANSION
JOINT, MECHANICAL ROOM
BELOW
ST MHF4
H P
S
ST MHF3
S
D
H P
S
3'x5'
UNDERGROUND
TUNNEL
3'x5'
UNDERGROUND
TUNNEL
EB
EB
(3)
C O
M M
COMM COMM COMM COMM COMM COMM
COMMUNICATION CONDUIT,
TERMINATION UNKNOWN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
A
N
S A
N
S
D
G
G
G
G
G
G
G
POSSIBLE LOCATION
OF EXISTING GAS
SERVICE
S A
N
RETRACTABLE
WEDGE BARRIER
FORMATION AREA
H P
S
H P
S
H P
S
H P
S
ST
CO
C
E
D
D
SD
S D
S D
S D
E
E
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
H W
S
HWSHWSHWSHWS
W
D
W
W
W
W
W
W W
W W
W
W W W W W W W
W W
W
W
W
W
W
W
W
W
W
PIV
G G
G G G
G
G G
G G
G G G
S D
SD
SD
SD
SD
SD
SD
C
S
A
N
S
A
N
ST
ST
C
W
S
D
SD
D D
G
RD
SW
T
E
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
CHW
CHW
CHW
C
H
W
E
D
SD
SD
SD
E
E
E
E
W W
CO
S
A
N
S A
N
S A
N
S A
N
C
C
C
C O
M M
COMM
COMM
C O
M M
C O
M M
COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
D
H
W
R
H
W
S
X X
X X
X X
X X
X X
X
X
X
S
E E
E E
E E
E E
E E
E E
E E
D
S
CO
G G G G G G
G
HWR HWR HWR HWR
H W
R
W W
W W
W W
W W
W W
W
E
E
E
E E
S
CB
E
E
C
E E E E E E E E E
E
E
E
E
E
E E E
ST
ST
SD
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS
HPS HPS
HPS
HPS
HPS
HPS
HPS
HPS HPS HPS
HPS HPS
SOUTH RAMP REMAINS
OPEN FOR GOVERNMENT
AND CONSTRUCTION
VEHICLE USE. NO CADET
ACCESS
ALL IMPROVEMENTS
ADJACENT TO
THAYER ROAD
COMPLETED AND
TEMPORARY
FENCING REMOVED
DURING PHASE III
CADET ACCESS TO LEE
BARRACKS NORTH
ENTRANCE
LEE BARRACKS
RESTORATION
COMPLETE
GRANT HALL
DELIVERY ACCESS
COMPLETED IN
PHASE II
NORTH WALL AND GRANT
HALL ALLEY-WAY
RECONSTRUCTION
COMPLETED AT THE END
OF PHASE II
TEMPORARY CRANE AREA FOR
SHERMAN BARRACKS TO BE
LOCATED IN DAVIS BARRACKS
SERVICE YARD
TYPICAL
TEMPORARY
CONSTRUCTION
FENCE (C-502/D5)
SHERMAN BARRACKS
RESTORATION COMPLETED
DURING PHASE V
SHERMAN BARRACKS
CONSTRUCTION
STAGING AND STORAGE
AREA
X X
X X X
X
GRANT HALL PICNIC
AREA IMPROVEMENTS
COMPLETED IN PHASE II
GATES REPLACED
IN PHASE III
NORTH RAMP CLOSED TO
VEHICLES DURING PHASE V.
PROVIDE CADET ACCESS TO
LEE BARRACKS NORTH
ENTRANCE
X X
X X
X X
X X
X X
X X
X X
X
X
TYPICAL TEMPORARY
CONSTRUCTION
FENCE DOUBLE
SWING GATE, 12'
WIDE (C-502/E8)
USACE LEE AND SHERMAN
BARRACKS CONSTRUCTION
TRAILERS
BUILDING 606 CADET BOOK
STORE AREA TO BE PROVIDED
TO LEE SHERMAN BARRACKS
CONSTRUCTION CONTRACTOR
IN LIEU OF TRAILER SPACE
TYPICAL TEMPORARY
CONSTRUCTION
FENCE DOUBLE
SWING GATE, 12'
WIDE (C-502/E8)
X
X
TYPICAL TEMPORARY CONSTRUCTION
FENCE, 10' x 10' ENCLOSURE WITH
DOUBLE SWING GATE, 10' WIDE FOR
GOVERNMENT PROVIDED DUMPSTER.
COORDINATE EXACT LOCATION WITH
GOVERNMENT (C-502/E8). COORDINATE
REMOVAL WITH GOVERNMENT
LEE AND SHERMAN BARRACKS
PHASE V CONSTRUCTION
1. ALL TEMPORARY CONSTRUCTION FENCE SINGLE AND
DOUBLE SWING GATES MUST BE PROVIDED WITH
DOUBLE LOCK WITH INTERLOCKING KEYED SYSTEM.
A1
PHASE V CONSTRUCTION EXHIBIT - LEE & SHERMAN…
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