Amendment 0007_Dwgs_Sherman Barracks.pdf
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- Solicitation number
- W912DS21B0004
About this file
This document provides details on a federal contract opportunity for building repair work at the United States Military Academy. The U.S. Army Corps of Engineers, New York District intends to issue a solicitation to award a firm-fixed price contract for repair of Building 740 at Lee Barracks and repair of Building 738 at Sherman Barracks. The base work includes full renovation of Building 740 at Lee Barracks, including interior improvements, building exterior renovations, and replacement of mechanical, electrical and plumbing systems. The optional work includes full renovation of Building 738 at Sherman Barracks. The period of performance is approximately 1034 calendar days from notice to proceed, with an estimated total cost between $100-200 million. The solicitation is anticipated to be posted on August 6, 2021 on SAM.gov, with proposals due approximately 30 days later.
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VEHICLE ACCESS
FIRE DEPARTMENT
VEHICLE ACCESS
FIRE DEPARTMENT
VEHICLE ACCESS
FIRE DEPARTMENT
VEHICLE ACCESS
CONSTRUCTION TYPE IIA
CONSTRUCTION TYPE IB
CONSTRUCTION TYPE IB
SHERMAN
BARRACKS
LEE
BARRACKS
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FIRE PUMP ROOM
ASSUMED
PROPERTY LINE
FOR SHERMAN
BARARCKS
TD = 210 FT
1-HR FIRE RESISTANCE RATING
FOR EXTERIOR WALLS.
OPENINGS SHALL BE
PROTECTED IN ACCORDANCE
WITH IBC SECTION 705.8. UP TO
45% OF THE WALL MAY
CONSIST OF UNPROTECTED
OPENINGS PER IBC TABLE 705.8
1- HR FIRE
RESISTANCE
RATING FOR
EXTERIOR WALLS
ASSUMED
PROPERTY LINE
FOR BUILDING 606
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INTENDED MAIN
FIRE DEPARTMENT
ENTRANCE
INTENDED MAIN
FIRE DEPARTMENT
ENTRANCE
1-HR FIRE RESISTANCE
RATING FOR EXTERIOR
WALLS. OPENINGS SHALL BE
PROTECTED IN ACCORDANCE
WITH IBC SECTION 705.8. UP
TO 45% OF THE WALL MAY
CONSIST OF UNPROTECTED
OPENINGS PER IBC TABLE
705.8
1- HR FIRE
RESISTANCE
RATING FOR
EXTERIOR WALLS
ASSUMED
PROPERTY LINE
FOR LEE BARRACKS
AND BUILDING 606
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US Army Corps of Engineers
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SHEET KEYNOTES
AutoCAD SHX Text
TELE BOX
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C-002
LEGEND
LIST OF ABBREVIATIONS
D A
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US Army Corps of Engineers
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SHERM
EXISTING PROPOSEDITEM
CATCH BASIN
ROUND CATCH BASIN
SOIL BORING LOCATION
GUY WIRE
POST/ BOLLARD
ROCK/BOULDER
SHRUB
CONIFEROUS TREE
DECIDUOUS TREE
TREE STUMP
SIGN
STORM MANHOLE
ELECTRIC METER
UTILITY POLE
TELE. PED.
WATER VALVE
TREE LINE
PLANTING BED
FENCE
GUIDE RAIL
UNDERGROUND
COMMUNICATION LINE
OVERHEAD WIRES
STORM LINE
COMM
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B-4
X X X
SANITARY LINE
SAN
WATER LINE
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GAS LINE
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ELECTRICAL JUNCTION BOX
LIGHT POLE
UNKNOWN VENT
GAS VALVE
FIRE HYDRANT
SANITARY MANHOLE
UNKNOWN MANHOLE
UNKNOWN JUNCTION BOX
EDGE OF PAVEMENT
CURB
COMM
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SD
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SAN
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CONCRETE (POURED IN PLACE)
HOT WATER SUPPLY LINE
HOT WATER RETURN LINE
HWS
HWR
HWS
HWR
COMMUNICATION MANHOLE/FRAME/COVER
C
STEAM MANHOLE/FRAME/COVER
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ST
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ELECTRIC MANHOLE/FRAME/COVER
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UGU
UNDERGROUND UNKNOWN
CHILLED WATER LINE
CHWCHW
TRANSFORMER
GENERATOR
ELECTRIC SWITCH
DUMPSTER
RECYCLING DUMPSTER
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RD
DRAINAGE & UTILITY NOTES:
1. NOTIFY AND COORDINATE WITH UTILITY COMPANIES AND CONNECTIONS TO INTERIOR UTILITY SERVICES.
2. SIZE AND LOCATION OF EXISTING UTILITIES MUST BE VERIFIED PRIOR TO THE INSTALLATION OF IMPROVEMENTS.
3. LOCATION OF SERVICES ARE APPROXIMATE. THE CONTRACTOR MUST REVIEW AND FOLLOW THE USMA DPW DIG SAFE GUIDELINES WITHIN THE PROJECT DIG SAFE PERMIT
AND CONFIRM THE UTILITY LOCATIONS INDEPENDENTLY WITH THE WEST POINT DPW/CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR
EXCAVATION. UTILITY SERVICE CONNECTION POINTS MUST BE CONFIRMED INDEPENDENTLY IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
DISCREPANCIES MUST BE REPORTED IMMEDIATELY IN WRITING TO THE CONTRACTING OFFICER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT
(POINT OF CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY TEST
PIT(S) PRIOR TO COMMENCEMENT OF CONSTRUCTION AND/OR THE PURCHASE OF ANY STRUCTURES.
4. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS IN EXCAVATING AND MUST HAND EXCAVATE AS DEEMED NECESSARY TO PROTECT SUBSURFACE
UTILITIES. DAMAGE TO ANY EXISTING UTILITY RESULTING FROM THE CONTRACTOR’S OPERATIONS MUST BE IMMEDIATELY REPAIRED IN A MANNER AS APPROVED BY THE
CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. REFER TO ALL DRAWINGS FOR EXACT LOCATION AND SIZES OF UTILITY, ELECTRICAL,TELECOMMUNICATIONS, STORM, WATER, AND SANITARY CONNECTIONS TO THE
BUILDING.
6. UTILITY MH/VALVE COVERS, RIMS, GRATES, VENTS, AND OTHER COMPONENTS WHICH ARE NOT BEING REMOVED AND ARE WITHIN AREAS OF DISTURBANCE MUST BE
RESET TO GRADE UNLESS INDICATED OTHERWISE.
7. EXTREME CAUTION MUST BE USED DURING DISTURBANCE ACTIVITIES ADJACENT TO EXISTING ON-SITE UTILITY SERVICES. PROTECT UTILITIES DURING CONSTRUCTION TO
AVOID DAMAGE. ANY DAMAGE TO EXISTING UTILITIES MUST BE REPAIRED IN ACCORDANCE WITH THE RESPECTIVE UTILITY PURVEYORS REQUIREMENTS AT THE SOLE
EXPENSE OF THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER.
8. NEW WATER MAIN SERVICE CONNECTIONS MUST BE DIP AND MUST BE INSTALLED WITH A MINIMUM OF 54" OF COVER FROM FINISHED GRADE TO TOP OF THE PIPE.
9. ALL STORMWATER INLETS MUST BE EQUIPPED WITH A BICYCLE SAFE ECO GRATE. STORMWATER INLETS MUST HAVE A 6" FACE AND TYPE N CURB BOX.
10. THE GEOTECHNICAL INVESTIGATION REPORT PREPARED FOR THIS PROJECT MUST BE REVIEWED THOROUGHLY PRIOR TO BID SUBMISSION.
11. THE LOCATION, ELEVATION, AND SIZE OF EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE. THE FOLLOWING MUST BE
PERFORMED:
A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO CONSTRUCTION. EXCAVATE TEST PITS AS REQUIRED;
B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING STORM, SANITARY, GAS, STEAM SYSTEMS, POWER, COMMUNICATIONS OR WATER LINES TO
PREVENT DAMAGE;
C. IMMEDIATELY REPAIR ANY DAMAGE TO THE EXISTING UTILITIES RESULTING FROM CONSTRUCTION AT NO ADDITIONAL COST TO THE GOVERNMENT.
D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES UNLESS THEY ARE TO BE ABANDONED OR REMOVED;
E. THOROUGHLY REVIEW ALL ARCHITECTURAL/UTILITY-RELATED PLANS ASSOCIATED WITH THIS PROJECT FOR CONFLICTS OR DISCREPANCIES. CONFLICTS MUST BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
F. NOTIFY AND OBTAIN APPROVALS FROM UTILITY COMPANY/WEST POINT DPW/CONTRACTING OFFICER, PRIOR TO PERFORMING WORK WITHIN AN EASEMENT.
G. UTILITIES THAT ARE TO BE ABANDONED/REMOVED MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER AND WEST POINT DPW. WORK MUST NOT
INTERRUPT SERVICE TO ADJACENT IMPROVEMENTS.
12. REMOVE EXISTING UTILITY SERVICES WHERE SHOWN ON PLANS AND UNCOVERED BY DEMOLITION CONSISTENT WITH THE DRAWINGS AND TO THE EXTENT AND MANNER
SATISFACTORY TO THE CONTRACTING OFFICER AND UTILITY COMPANIES INVOLVED.
13. PERFORM WORK IN A SAFE AND CAUTIOUS MANNER IN ACCORDANCE WITH EM 385-1-1.
14. REINFORCING STEEL WITHIN PRE-CAST STRUCTURES MUST BE DESIGNED BY THE STRUCTURE MANUFACTURER. REINFORCING STEEL WITHIN POURED-IN-PLACE
DRAINAGE STRUCTURES MUST BE DESIGNED BY A NYS LICENSED ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW. SHOP DRAWINGS MUST BE
SIGNED AND SEALED BY A NYS LICENSED ENGINEER AND SUBMITTED FOR REVIEW AND APPROVAL.
15. CONFIRM ALL PIPE SIZES AND QUANTITIES PRIOR TO PURCHASE OF ANY MATERIALS.
16. DEWATER TRENCHES AS REQUIRED FOR INSTALLATION OF THE IMPROVEMENTS. THE CONTRACTOR MUST MAINTAIN THE WATER TABLE 2-FEET BELOW THE BOTTOM OF
TRENCH.
17. EXISTING STORM PIPING TO REMAIN, MUST BE CLEANED TO THE NEAREST INLET / MANHOLE AND/OR DISCHARGE POINT.
18. ELECTRICAL, FIBER OPTIC, AND COMMUNICATION CONDUIT UNDER AND WITHIN 20' OF VEHICLE TRAVEL WAYS MUST BE ENCASED IN MINIMUM 3,000 PSI CONCRETE.
19. PRE-CAST CONCRETE STRUCTURES MUST BE DESIGNED BY THE MANUFACTURER FOR HS-25 LOADING. CERTIFIED SHOP DRAWINGS, SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK, MUST BE SUBMITTED FOR REVIEW AND APPROVAL.
20. REFER TO ELECTRIC AND COMMUNICATION PLANS FOR NUMBER AND ARRANGEMENT OF ELECTRICAL AND COMMUNICATION CONDUIT WITHIN DUCT BANKS.
21. PROVIDE TEMPORARY ELECTRIC POWER AS NEEDED FOR ALL CONSTRUCTION OPERATIONS UNTIL ELECTRIC IS EXTENDED TO THE SITE AND SUITABLE FOR USE. REFER TO
ELECTRIC PLANS AND COMPLY WITH LUMEN EXTERIOR LIGHTING REQUIREMENTS.
22. MAINTAIN CONTINUOUS COMMUNICATIONS SERVICES THROUGHOUT WEST POINT. REFER TO COMMUNICATIONS PLANS FOR TEMPORARY SERVICES REQUIRED TO
MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT WEST POINT.
23. PRIOR TO DISCONNECTION, CUTTING, REMOVAL OR ANY UTILITY SERVICE WORK, EXCAVATION OR INTERRUPTION, COORDINATE WITH THE CONTRACTING OFFICER, WEST
POINT DPW AND PRIVATE UTILITY PURVEYOR TO ENSURE UNINTERRUPTED SERVICE TO SURROUNDING FACILITIES. SUBMIT TEMPORARY SERVICE PLANS FOR APPROVAL
PRIOR TO ANY UTILITY WORK.
24. DISTRIBUTION OF EXTERIOR WATER AND SANITARY SEWER INFRASTRUCTURE:
A. THE SITE CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER AND THE UTILITY PRIVATIZATION CONTRACTOR, AMERICAN WATER (AW) TO SCHEDULE
ALL WORK.
B. THE SITE CONTRACTOR MUST REMOVE ALL HARD SURFACES (CONCRETE, BITUMINOUS PAVEMENT, CURBING ETC.) ABOVE THE UTILITY PIPING/APPURTENANCES.
C. AW WILL EXCAVATE TO THE PIPING/APPURTENANCES, REMOVE/REPLACE AS APPLICABLE AND BACKFILL TO THE ORIGINAL SUBGRADE ELEVATION. THEIR WATER
SCOPE OF WORK ENDS 5' FROM THE BUILDING WITH A VALVE. THE SITE CONTRACTOR MUST EXTEND THE SERVICE FROM THE VALVE INTO THE BUILDING. AW WILL
INSTALL THE BACKFLOW PREVENTERS WITHIN THE BUILDING. AW'S SANITARY SEWER WORK ENDS 5' FROM THE BUILDING WALL.
D. THE SITE CONTRACTOR MUST COMPLETE ALL ROUGH GRADING AND FINAL HARD SURFACE AND FINISH GRADING IMPROVEMENTS.
E. ALL WORK MUST BE IN ACCORDANCE WITH AND COORDINATED FOR COMPLIANCE WITH THE PROJECT AND AW SPECIFICATIONS.
F. SEE DEMOLITION NOTE 15 ON SHEET C-001.
25. DISTRIBUTION OF EXTERIOR ELECTRIC INFRASTRUCTURE:
A. THE SITE CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER AND THE UTILITY PRIVATIZATION CONTRACTOR, CITY LIGHT AND POWER (CLP) TO
SCHEDULE ALL WORK.
B. CLP WILL DISCONNECT ALL EXISTING CABLING AT THE LIMITS OF REMOVAL.
C. THE SITE CONTRACTOR MUST REMOVE ALL ELECTRICAL INFRASTRUCTURE THAT IS INDICATED TO BE REMOVED.
D. THE SITE CONTRACTOR MUST INSTALL ALL MANHOLES, HAND HOLES CONDUITS, DUCT BANKS, CONCRETE PADS AND OTHER INFRASTRUCTURE (EXCLUSIVE OF
CABLING) AS REQUIRED FOR THE RELOCATED SYSTEM, IN ACCORDANCE WITH CLP SPECIFICATIONS.
E. CLP WILL INSTALL ALL PRIMARY CABLING SWITCH, TRANSFORMER AND PRIMARY TERMINATION FROM THE LIMIT OF REMOVAL TO THE TRANSFORMER.
F. THE SITE CONTRACTOR IS MUST COMPLETE ALL SECONDARY SERVICE EXTENSIONS AND TERMINATIONS.
G. ALL WORK MUST BE IN ACCORDANCE WITH AND COORDINATED FOR COMPLIANCE WITH THE PROJECT AND CLP SPECIFICATIONS.
H. SEE DEMOLITION NOTE 15 ON SHEET C-001.
26. INCLUDE GROUND PENETRATING RADAR AND 10 TEST PIT EXCAVATIONS TO DETERMINE UTILITY LOCATIONS. COORDINATE LOCATIONS WITH THE CONTRACTING OFFICER
AND OBTAIN APPROVAL PRIOR TO EXCAVATING.
27. THE POST INDICATOR VALVE (PIV) MUST BE LOCATED FAR ENOUGH AWAY FROM OBSTRUCTIONS SO THE WRENCH ATTACHMENT CAN MAKE A FULL 360 DEGREE TURN.
ABC AGGREGATE BASE COURSE
AC ACRES
APPROX. APPROXIMATE
ASTM
AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AW AMERICAN WATER COMPANY
BIT. BITUMINOUS
BLDG BUILDING
CB CATCH BASIN
CJ CONTRACTION JOINT
CLF CHAIN LINK FENCE
CLP CITY LIGHT AND POWER
CLSM
CONTROLLED LOW STRENGTH
MATERIALS
CO CLEAN OUT
COMM COMMUNICATIONS
CONC CONCRETE
COND RET. CONDENSATE RETURN
DC DEPRESSED CURB
DGA DENSE GRADED AGGREGATE
DIA. DIAMETER
DIP DUCTILE IRON PIPE
DIM. DIMENSION
DMH DRAINAGE MANHOLE
DPW DIRECTORATE OF PUBLIC WORKS
DWG DRAWING
EA EACH
EB ELECTRICAL BOX
EJ EXPANSION JOINT
ELEC. ELECTRIC
EL./ELEV. ELEVATION
EOP EDGE OF PAVEMENT
EX./EXIST. EXISTING
FF FINISHED FLOOR
GR GRATE
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HPS HIGH PRESSURE STEAM
HSS HOLLOW STRUCTURAL SECTION
INV INVERT
LF LINEAR FEET
LOD LIMIT OF DISTURBANCE
LPS LOW PRESSURE STEAM
MAX. MAXIMUM
MH MANHOLE
MIN. MINIMUM
NIC NOT IN CONTRACT
NOM. NOMINAL
NTP NOTICE TO PROCEED
NYS NEW YORK STATE
NYSDEC
NEW YORK STATE DEPARTMENT OF
ENVIRONMENTAL CONSERVATION
O.C. ON CENTER
OD OUTSIDE DIAMETER
PIV POST INDICATOR VALVE
PROP. PROPOSED
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
REQ'D REQUIRED
SAN SANITARY
SDR STANDARD DIMENSION RATIO
SF SQUARE FEET
SMH SANITARY MANHOLE
SOW SCOPE OF WORK
ST STEAM
STA. STATION
STM STORM
TBD TO BE DETERMINED
TBR TO BE REMOVED
TC TOP OF CURB
THK. THICK
TW TOP OF WALL
TYP. TYPICAL
UFC UNIFIED FACILITIES CRITERIA
USMA UNITED STATES MILITARY ACADEMY
W/ WITH
WWF WELDED WIRE FABRIC
CB
D
CB
E
CP
W
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W
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LIMIT OF DISTURBANCE
LINE (APPROXIMATE)
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M E
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STEAM PIPING
STP STP
M M
CO
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MCOMM
COMM
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SD
SD SD
SD
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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
STP
STP
STP
STP
STP
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
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
S T
P
ST MHF3
S
D
SANITARY
LATERAL
S T
P
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.
S T
P
S T
P
S T
P
S T
P
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
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
S
D
SD
D D
G
RD
SW
T
E
CHW
CHW
C
H
W
CHW
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
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP STP
STP STP
STP
STP
STP
STP
STP
STP STP STP
STP STP
CHW
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
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
A
M E
N D
M E
N T
I S
S U
A
M E
N D
M E
N T
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
STP
STP
STP
STP
STP
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
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
S T
P
ST MHF3
S
D
SANITARY
LATERAL
S T
P
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.
S T
P
S T
P
S T
P
S T
P
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
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
S
D
SD
D D
G
RD
SW
T
E
CHW
CHW
C
H
W
CHW
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
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP STP
STP STP
STP
STP
STP
STP
STP
STP STP STP
STP STP
CHW
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 PAVEMENT TBR (TYP.)
(7"-9" CONCRETE AND 2" BITUMINOUS WITHIN
FORMATION AREA ONLY)
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/VAULT AND STEAM PIPING 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
26. INLET FRAME AND GRATE TO BE REMOVED
27. CLEAR, GRUB, REGRADE AND REMOVE ROCK AS
REQUIRED FOR SITE IMPROVEMENTS
I S
S U
A
M E
N D
M E
N T
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 STRUCTURAL DRAWINGS)
I S
S U
A
M E
N D
M E
N T
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
STP
STP
STP
STP
STP
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
C O
O L
E R
W
W
W W
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
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
S T
P
ST MHF3
S
D
S T
P
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
S T
P
S T
P
S T
P
S T
P
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
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
S
D
SD
D D
G
RD
SW
T
E
CHW
CHW
C
H
W
CHW
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
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP STP
STP STP
STP
STP
STP
STP
STP
STP STP STP
STP STP
CHW
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
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
STP
STP
STP
STP
STP
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
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
S T
P
ST MHF3
S
D
S T
P
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
S T
P
S T
P
S T
P
S T
P
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
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
S
D
SD
D D
G
RD
SW
T
E
CHW
CHW
C
H
W
CHW
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
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP STP
STP STP
STP
STP
STP
STP
STP
STP STP STP
STP STP
CHW
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 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
MECHANICAL PLANS
AND ELECTRIC PLANS
FOR POWER SERVICE
APPROXIMATE
ALIGNMENT FOR
TEMPORARY BOILER
SERVICE CONNECTION
TO BUILDING 606 WHILE
STEAM DISTRIBUTION
SYSTEM AND VAULTS
ARE BEING REPLACED
SEE MECHANICAL PLANS
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
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
STP
STP
STP
STP
STP
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
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
S T
P
ST MHF3
S
D
S T
P
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
S T
P
S T
P
S T
P
S T
P
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
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
S
D
SD
D D
G
RD
SW
T
E
CHW
CHW
C
H
W
CHW
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
STP
STP
STP
STP
STP
STP
STP
STP
STP
STP STP
STP STP
STP
STP
STP
STP
STP
STP STP STP
STP STP
CHW
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 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
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
STP
STP
STP
STP
STP
W
W
5'-6"x5'-9"
UNDERGROUND
TUNNEL
W
W
W W
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
S T
P
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
S T
P
ST MHF3
S
D
S T
P
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
S T
P
S T
P
S T
P
S T
P
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
C
H
W
C
H
W
C
H
W
C
H
W
C
H
W
S
D
SD
D D
G
RD
SW
T
E
CHW
CHW
C
H
W
CHW
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
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