Package_1_-_Thule_Consolidation_1_-_Plans_100.pdf
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- Thule Consolidation 1 (Base Shops & Base Supply Facility) Federal contract opportunity
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- W912DS-16-B-0002
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US ARMY CORPS
OF ENGINEERS
NEW YORK DISTRICT
US Army Corps of Engineers New York District
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THULE CONSOLIDATION 1
100% SUBMISSION
1 OCTOBER 2015
THULE AIR BASE, GREENLAND
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF
ALL DRAWINGS IN THIS SET AS INDEXED IN THIS SET
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
DATE
DATE
DATE
DATE
APPROVAL RECOMMENDED BY:
CHIEF, CIVIL ENGINEERING DESIGN SECTION
CHIEF, BUILDING SYSTEMS SECTION
APPROVAL RECOMMENDED BY:
APPROVAL RECOMMENDED BY:
CHIEF, DESIGN BRANCH
APPROVED BY:
CHIEF, ENGINEERING DIVISION
US Army Corps of Engineers New York District
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DRAWING LIST
SHEET
NO. SHEET NAME
E-002 ELECTRICAL SYMBOLS
E-003 ELECTRICAL SYMBOLS
E-100 ELECTRICAL SITE PLAN
E-101 FIRST FLOOR LIGHTING PLAN
E-102 SECOND FLOOR LIGHTING PLAN
E-110A FIRST FLOOR POWER PLAN - PART A
E-110B FIRST FLOOR POWER PLAN - PART B
E-110C FIRST FLOOR POWER PLAN - PART C
E-110D FIRST FLOOR POWER PLAN - PART D
E-111 SECOND FLOOR POWER PLAN
E-120 FIRST FLOOR GROUNDING PLAN
E-401 ENLARGED FLOOR PLANS
E-501 LIGHTING FIXTURE SCHEDULE
E-502 ELECTRICAL DETAILS
E-503 ELECTRICAL DETAILS
E-504 ELECTRICAL DETAILS
E-505 ELECTRICAL DETAILS
E-506 EQUIPMENT SCHEDULE - ELECTRICAL
E-507 MECHANICAL EQUIPMENT SCHEDULE
E-601 POWER ONE-LINE DIAGRAM
E-602 GROUNDING DIAGRAM
E-701 PANEL SCHEDULES
E-702 PANEL SCHEDULES
E-703 PANEL SCHEDULES
E-704 PANEL SCHEDULE
TELECOMMUNICATIONS
T-101 FIRST FLOOR TELECOM PLAN
T-102 SECOND FLOOR TELECOM PLAN
T-401 ENLARGED FLOOR PLANS
T-601 TELECOM RISER DIAGRAM
T-602 TELECOM RACK ELEVATIONS AND DETAILS
T-603 TELECOM DETAILS
T-604 SECURITY SYSTEM DETAILS
DRAWING LIST
SHEET
NO. SHEET NAME
I-107 FIRST FLOOR FURNITURE PLAN
I-107-A FIRST FLOOR FURNITURE PLAN - PART A
I-107-C FIRST FLOOR FURNITURE PLAN - PART C
I-108 SECOND FLOOR FURNITURE PLAN
I-108-C SECOND FLOOR FURNITURE PLAN - PART C
I-108-D SECOND FLOOR FURNITURE & PANEL PLAN - PART D
I-109-A FIRST FLOOR POWER & TELCOM PLAN - PART A
I-109-C FIRST FLOOR POWER & TELECOM PLAN - PART C
I-110-C SECOND FLOOR POWER & TELCOM PLAN - PART C
I-110-D SECOND FLOOR POWER & TELECOM PLAN - PART D
I-201 INTERIOR ELEVATIONS
I-202 INTERIOR ELEVATIONS
I-203 INTERIOR ELEVATIONS
I-401 ENLARGED FINISH PLANS
I-402 ENLARGED FURNITURE PLANS
I-501 INTERIOR DETAILS
I-601 INTERIOR MATERIALS FINISH SCHEDULE
I-602 SIGNAGE & WINDOW TREATMENT SCHEDULES
EQUIPMENT
Q-101 FIRST FLOOR EQUIPMENT PLAN
Q-201 EQUIPMENT PLAN & SECTION
Q-501 EQUIPMENT DETAILS
Q-601 EQUIPMENT SCHEDULE
FIRE PROTECTION
FA-001 FIRE ALARM GENERAL NOTES
FA-101 FIRST FLOOR FIRE ALARM PLAN
FA-102 SECOND FLOOR FIRE ALARM PLAN
FA-501 FIRE ALARM DETAILS
FX-001 FIRE SUPPRESSION GENERAL NOTES
FX-101 FIRST FLOOR FIRE SUPPRESSION PLAN
FX-102 SECOND FLOOR FIRE SUPPRESSION PLAN
FX-501 FIRE SUPPRESSION DETAILS
PLUMBING
P-001 PLUMBING LEGEND
P-101 PLUMBING 1ST FLOOR PLAN
P-102 PLUMBING 2ND FLOOR PLAN
P-301 PLUMBING ENLARGED PLANS
P-401 PLUMBING DOMESTIC WATER RISER DIAGRAM
P-402 SANITARY & VENT RISER DIAGRAM
P-403 COMPRESSED AIR RISER DIAGRAM
P-404 PLUMBING BUILDING SECTION
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
MECHANICAL
M-001 HVAC SYMBOLS, NOTES AND ABBREVIATIONS
M-101 HVAC FIRST FLOOR PLAN
M-101-A HVAC FIRST FLOOR PLAN - PART A
M-101-B HVAC FIRST FLOOR PLAN - PART B
M-101-C HVAC FIRST FLOOR PLAN - PART C
M-101-D HVAC FIRST FLOOR PLAN - PART D
M-102 HVAC 2ND FLOOR PLAN
M-102-A HVAC SECOND FLOOR PLAN - PART A
M-102-B HVAC SECOND FLOOR PLAN - PART B
M-102-C HVAC SECOND FLOOR PLAN - PART C
M-102-D HVAC SECOND FLOOR PLAN - PART D
M-301 HVAC SECTIONS
M-501 HVAC DETAILS
M-502 HVAC DETAILS
M-503 HVAC DETAILS
M-601 HVAC SCHEDULES
M-602 HVAC SCHEDULES
M-701 HEAT EXCHANGER SINGLE LINE DIAGRAM
M-801 HVAC CONTROL DIAGRAMS
M-802 HVAC CONTROL DIAGRAMS
M-803 HVAC CONTROL DIAGRAMS
M-804 HVAC CONTROL DIAGRAMS
M-805 HVAC CONTROL DIAGRAMS
M-806 HVAC CONTROL POINTS SCHEDULE
M-807 HVAC CONTROL POINTS SCHEDULE
ELECTRICAL
E-001 ELECTRICAL ABBREVIATIONS & GENERAL NOTES
DRAWING LIST
SHEET
NO. SHEET NAME
S-505 TYPICAL DETAILS
S-506 TYPICAL DETAILS
S-507 TYPICAL DETAILS
S-508 TYPICAL DETAILS
S-509 DETAILS
S-510 DETAILS
S-511 DETAILS
S-601 STRUCTURAL COLUMN SCHEDULE
ARCHITECTURAL
A-101 FIRST FLOOR PLAN
A-101-A FIRST FLOOR PLAN PART PLAN A
A-101-B FIRST FLOOR PLAN PART PLAN B
A-101-C FIRST FLOOR PLAN PART PLAN C
A-101-D FIRST FLOOR PLAN PART PLAN D
A-102 SECOND FLOOR PLAN
A-102-A SECOND FLOOR PLAN PART PLAN A
A-102-B SECOND FLOOR PLAN PART PLAN B
A-102-C SECOND FLOOR PLAN PART PLAN C
A-102-D SECOND FLOOR PLAN PART PLAN D
A-103 ROOF PLAN
A-104 FIRST FLOOR - REFLECTED CEIL. PLAN
A-104-A FIRST FLR. REFLECTED CEIL. PART PLAN A
A-104-B FIRST FLR. REFLECTED CEIL. PART PLAN B
A-104-C FIRST FLR. REFLECTED CEIL. PART PLAN C
A-104-D FIRST FLR. REFLECTED CEIL. PART PLAN D
A-105 SECOND FLOOR - REFLECTED CEIL. PLAN
A-105-A SECOND FLR. REFLECT. CEILING PART PLAN A
A-105-B SECOND FLR. REFLECT. CEILING PART PLAN B
A-105-C SECOND FLR. REFLECT. CEILING PART PLAN C
A-105-D SECOND FLR. REFLECT. CEILING PART PLAN D
A-106 TEST ZONES AIR BARRIER SYSTEMS PLANS & SCHEDULES
A-107 TEST ZONES AIR BARRIER SYSTEMS - ROOF PLAN
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-203 DETAILED BUILDING ELEVATIONS
A-204 DETAILED BUILDING ELEVATIONS
A-205 DETAILED BUILDING ELEVATIONS
A-206 AIR BARRIER TESTING ZONES - ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 PARTIAL BUILDING SECTIONS
A-304 PART. BLDG. SECTIONS AND LADDER DETAILS
A-305 WALL SECTIONS
A-306 WALL SECTIONS
A-401 ENLARGED FLOOR PLANS
A-402 INTERIOR ELEVATIONS
A-403 DETAILED INTERIOR ELEVATIONS
A-404 LOCKERS /RESTROOMS & MISC. DETAILS
A-411 EXIT STAIR EAST - PLANS AND SECTIONS
A-412 EXIT STAIR WEST - PLANS AND SECTIONS
A-413 STAIR SECTION DETAILS
A-422 INTERIOR ELEVATIONS / CASEWORK DETAILS
A-501 SLAB EDGE AND FOUNDATION DETAILS
A-502 TYPICAL EXT. WALL SECTIONS AND DETAILS
A-508 PLAN DETAILS
A-510 PARTITION TYPES
A-511 PARTITION TYPES
A-512 PARTITION DETAILS
A-513 LOAD BEARING WALLS FRAMING DETAILS
A-514 INTERIOR WALL DETAILS
A-515 CEILING DETAILS
A-516 INTERIOR DETAILS
A-519 TYPICAL ROOF DETAILS
A-601 DOOR SCHEDULE
A-602 DOOR TYPES & DOOR FRAME TYPE
A-603 OVERHEAD DOOR SECTIONS & DETAILS
A-604 OVERHEAD DOOR SECTIONS & DETAILS
A-605 WINDOW SCHEDULE ELEV. AND DETAILS
A-606 HOODS & EXHAUST PIPE ELEV. AND DETAILS
A-611 ROOM FINISH SCHEDULE
INTERIORS
I-101 FIRST FLOOR FINISH PLAN
I-102 SECOND FLOOR FINISH PLAN
I-103 FIRST FLOOR SIGNAGE PLAN
I-104 SECOND FLOOR SIGNAGE PLAN
I-105 FIRST FLOOR WINDOW TREATMENT PLAN
I-106 SECOND FLOOR WINDOW TREATMENT PLAN
DRAWING LIST
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NO. SHEET NAME
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX
G-003 MAPS, NOTES, MATERIALS, SYMBOLS & ABBREVIATIONS
G-004 FIRST FLOOR LIFE SAFETY PLAN
G-005 SECOND FLOOR LIFE SAFETY PLAN
G-006 GROSS AREA CALCS
CIVIL
C-101 EXISTING SITE CONDITIONS PLAN
C-102 DEMOLITION PLAN – OVERALL VIEW
C-103 DEMOLITION PLAN – LOCATION #1
C-104 DEMOLITION PLAN – LOCATION #2
C-105 DEMOLITION PLAN – LOCATION #3 & #4
C-106 DEMOLITION PLAN – LOCATION #5
C-107 EXCAVATION PLAN
C-108 NEW SITE PLAN
C-109 EROSION & SEDIMENT CONTROL PLAN
C-301 UTILITY PLAN – SHEET #1
C-302 UTILITY PLAN – SHEET #2
C-303 SITE PROFILES
C-304 THERMISTOR PROFILES
C-305 DETAILED UTILITY VIEW
C-501 UTILITY DETAILS-SHEET #1
C-502 UTILITY DETAILS-SHEET #2
C-503 SITE DETAILS-SHEET #1
C-504 SITE DETAILS-SHEET #2
SITE ELECTRICAL
ES-100 SITE ELECTRICAL NOTES
ES-101 SITE ELECTRICAL - DEMO
ES-101A SITE ELEC - DEMO WORK - BLDG 629 - 630
ES-102A SITE ELEC - NEW WORK - BLDG 629 - 630
ES-102B SITE ELEC - SITE WORK B.551, 553, 571
ES-102C SITE ELEC - SITE WORK B.1091
ES-103 CABLE ENTRY INTO K-PLANT & NOTES
ES-104 SITE GROUNDING LAYOUT
ES-501 SITE ELECTRICAL DETAILS - I
ES-502 SUBSTATION LAYOUT AND DETAILS
ES-601 ELECTRCIAL SITE DISTRIBUTION - ONE LINE DIAGRAM
ES-601A FEEDER SCHEDULE & NOTES
ES-602 SIMPLIFIED ONE-LINE DIAGRAM FOR K1-K9 DISTRIBUTION
ES-603 SIMPLIFIED ONE-LINE DIAGRAM FOR K10 DISTRIBUTION
ES-604 SIMPLIFIED ONE-LINE DIAGRAM FOR M4-M5 DISTRIBUTION
ES-605 ELECTRICALDEMO AND PHASING NOTES
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
S-002 STRUCTURAL SYMBOLS & SCHEDULES
S-101 FOUNDATION & FIRST FLR PLAN - OVERALL
S-101-A FOUNDATION & FIRST FLR PLAN - PART A
S-101-B FOUNDATION & FIRST FLR PLAN - PART B
S-101-C FOUNDATION & FIRST FLR PLAN - PART C
S-101-D FOUNDATION & FIRST FLR PLAN - PLAN D
S-102 SECOND FLR FRAMING PLAN - OVERALL
S-102-A SECOND FLR FRAMING PLAN - PART A
S-102-B SECOND FLR FRAMING PLAN - PART B
S-102-C SECOND FLR FRAMING PLAN - PART C
S-102-D SECOND FLR FRAMING PLAN - PART D
S-103 ROOF FRAMING PLAN - OVERALL
S-103-A ROOF FRAMING PLAN - PART A
S-103-B ROOF FRAMING PLAN - PART B
S-103-C ROOF FRAMING PLAN - PART C
S-103-D ROOF FRAMING PLAN - PART D
S-201 BRACED ELEVATIONS
S-202 BRACED ELEVATIONS
S-203 BRACED ELEVATIONS
S-204 BRACED ELEVATIONS
S-205 BRACED ELEVATIONS
S-206 BRACED ELEVATIONS
S-207 BRACED ELEVATIONS
S-208 GIRT ELEVATIONS
S-209 GIRT ELEVATIONS
S-501 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL FOUNDATION DETAILS
S-503 FOUNDATION DETAILS
S-504 TYPICAL CONNECTION DETAILS
X
MAG. DEC. 66° W 1999
10002
10021
10002
AF DORM
AF DORM
AF DORM110
AM
UNDSO
N A
VE
104 103
10021
Spot 5/Fighter pit 3
Spot 6
CRESENT ROAD
10021
1408 1409 1410
10021
10021
31391
30631
30632
10003
TAXIW
AY B
10002
LAKE EDDY
TAXIWAY A 10002
MV-SWITCHGEAR
WATER TREATMENT
NON SECURE COMM
STORAGE
BX STORAGE
AGE
STORAGETOWER
ELECTRICAL
VAULT
POTABLE WATER
PUMPING STATION
AIR CRAFT
M-PLANT
FIRE
DEPARTMENT
AIRPORT AIR CRAFT
PROTECTIVE SHELTER
TAXIWAY A
CE SHOPSBASE SUPPLY
HOTEL NORTH
STAR INN
VMF BLDG
INSUL. COMPACTED EARTH
RIGID INSUL. GRAVEL / CRUSHED STONE
GYP. BD. CONC.
PLWD.
N
TRUE NORTH
WIND
PLAN NORTH
A-000 A-000 0
A-000
0.00
N ARROW DET. REF.
INT. & EXT. ELEV.
DESIGNATION ROOM NO
NOTE NO.
SECTION
DESIGNATION
DOOR NO.
DWG. TITLE
PTN. TYPE
DESIGNATION
COL. GRID WINDOW TYPE0
XXX
N
TRUE NORTH
WIND
PLAN NORTH
US Army Corps of Engineers New York District
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E EAST
EA. EACH
EF EXHAUST FAN
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ELECT. ELECTRIC
ELEV., EL. ELEVATION
EQ EQUAL
EQUIP. EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXT. EXTERIOR
EXIST. EXISTING
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FIN. FINISH
FIN. FL. FINISH FLOOR
FIXT. FIXTURE
F.O.S. FACE OF STUD
FR FIRE RESISTANT
FS FLOOR SINK
FT. FOOT
FTG. FOOTING
G.F.C.I. GOVERNMENT URNISHED
CONTR. INSTALLED GAUGE
GA. GAUGE
GLAV. GALVANIZED
G.C. GENERAL CONTRACTOR
GOV'T. GOVERNMENT
G.P.M. GALLONS PER
MINUTE
GRD. GROUND
G.W. GREASY WASTE
GYP. GYPSUM
GWB GYPSUM WALL BOARD
GL GLASS
HB HOSE BIB
HC HOLLOW CORE
HD HAND DRYER
HEX. HEXAGONAL
HM HOLLOW METAL
HP HIGH POINT
HR HOUR
HT, HGT. HEIGHT
HW HOT WATER
I.D. INSIDE DIAMETER
IN INCH
INT. INTERIOR
INSUL. INSULATION
JAN. JANITOR
JST. JOIST
JT JOINT
L LITER
LAM. LAMINATE
LAV. LAVATORY
LIN LINOLEUM
LOC. LOCATION
LP LOW POINT
LT. LIGHT
M METER
MAT'L. MATERIAL
MISC. MISCELLANEOUS
MAX. MAXIMUM
MFR. MANUFACTURER
MFD. MANUFACTURED
MECH. MECHANICAL
MEMB. MEMBRANE
MIN. MINIMUM
MM MILLIMETER
MTD. MOUNTED
MTL. METAL
M.R. MOISTURE RESISTANT
N NORTH
N.I.C. NOT IN CONTRACT
NO., # NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIMENSION
O.H. OVERHEAD
OPNG. OPENING
OPP. OPPOSITE
P PLATE
PLWD. PLYWOOD
PREFAB. PREFABRICATED
PSF POUNDS PER SQFT
PSI POUNDS PER SQIN
PT PORCELAIN TILE
PTD. PAINTED
PTN. PARTITION
PVC POLYVINYL CHLORIDE
P.O.B. POINT OF BEGINNING
RAD. RADIUS
REBAR REINFORCING BAR
RECEPT. RECEPTACLE
REF. REFERENCE
REINF. REINFORCING
REQ'D. REQUIRED
REV. REVISION
RM ROOM
R.O. ROUGH OPENING
S SOUTH
SC SOLID CORE
SHT. SHEET
SQM SQUARE METER
SPEC. SPECIFICATION
S.S. STAINLESS STEEL
STD. STANDARD
STOR. STORAGE
STL. STEEL
STRUCT. STRUCTURAL
SURF. MTD. SURFACE MOUNTED
SWC SOLID WOOD CORE
T TOILET
TEL. TELEPHONE
TEMP. TEMPERATURE
THRU THROUGH
T&G TONGUE AND GROOVE
T.O.S. TOP OF STEEL
TF TROWEL FINISH
TYP. TYPICAL
U.C. UNDER CUT
U.L. UNDERWRITER'S LABORATORY
U.N.O. UNLESS NOTED OTHERWISE
UTIL. UTILITY
VCT VINYL COMPOSITION TILE
VEN. VENEER
VENT. VENTILATION
VERT. VERTICAL
VEST. VESTIBULE
V.I.F. VERIFY IN FIELD
V.T.R. VENT THROUGH ROOF
W WEST
W/ WITH
WC WATER CLOSET
WD WOOD
WH WATER HEATER
W/O WITHOUT
W.P. WATER PROOF
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
E
F
G
H
I
J
L
M
N
O
P
R
S
T
U
V
W
MAPS NOTES
MATERIALS
1. DIMENSIONS ARE TO: 2. DOORS NOT DIMENSIONED OR U.N.O.
ARE 150MM (6 IN) FROM FACE OF MTL. STUDS.
- FACE OF CONCRETE
3. WALLS SHALL BE GYP. BD W/ PT FIN. U.N.O.
- OF COLUMN
4. ALL GYP BD CEILINGS SHALL BE PAINTED
- FINISH FACE TO FINISH FACE WHITE U.N.O.
OF GYP. BD. U.N.O.
5. TOILET AREA WALLS SHALL BE MR GWB.
SYMBOLS
ABBREVIATIONS
ANGLE
A/C AIR CONDITION
ACT ACOUSTICAL CEILING TILE
A.F.F. ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
APPROX. APPROXIMATELY
ARCH ARCHITECTURAL
ASPH ASPHALT
ASSY ASSEMBLY
@ AT
AUX AUXILIARY
BD BOARD
BF BROOM FINISH
BIT BITUMINOUS
BLK'G. BLOCKING
BM BEAM
B.O. BOTTOM OF
BOT., BOTT. BOTTOM
BRZ BRONZE
BU BUILT-UP
A
B
CER CERAMIC
CLG. CEILING
CENTER LINE
C. COND CONDUIT CENTER LINE
CJ CONTROL JOINT
CM CENTIMETER
C.O. CLEAN OUT
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
CONTR. CONTRACTOR
CT CERAMIC TILE
CTR CENTER
CW COLD WATER
DBL DOUBLE
DET. DETAIL
DIA., DIAMETER
DN. DOWN
DWG. DRAWING
C
D
ABBREVIATIONS (CONTINUED)
THULE AIRBASE
PROJECT SITE
NTSG-003
VICINITY MAP1
NTSG-003
LOCATION MAP2
UP
BASE SUPPLY
OFFICE (WO)
COUNTER AREA
(WO)
EXIT AIR LOCK
AIR LOCK
GOODS RECEIPT
AUTOMATION
MECH RM
TELCO RM
ELECT RM
METAL SHOP ASE
109A
METAL SHOP
PLUMB
109B
METAL SHOP
MACH TL
109C
METAL SHOP
SHEET MTL
109D
WELDING SHOP
WOOD SHOP
EXIT STAIRS EAST
EXIT AIR LOCK
PAINT ROOM
115A
SIGN SHOP
TOOLS
EXIT AIR LOCK
2.1
3.1
A B C D E FD.1 E.1
3.2
C.1B.1
28 36
TD=69
TD=45
TD=57
CP=27
TD=40
FE
FE
FE
FE
FE
FE
FE
FE
FE
JAN. CLO.
TOILET
EXIT STAIR WEST
PNT STO CLO
115B
FEFE
FE
LIFE SAFETY LEGEND
1. OCCUPANT LOAD
TD=XX
XX
XX
XX
INDUSTRIAL (9.3 GROSS SQ M/ PERSON)
BUSINESS (9.3 GROSS SQ M/ PERSON)
MECHANICAL (27.9 GROSS SQ M/ PERSON
2. FIRE RESISTANCE RATING
1 HOUR FIRE RESISTANCE (BARRIER)
2 HOUR FIRE RESISTANCE (BARRIER)
3. TRAVEL DISTANCE (MEASURED IN METERS)
5. EGRESS CAPACITY
W = EXIT CAPACITY FACTOR (MILLIMETERS / PERSON)
X = OCCUPANTS USING EXIT (PERSONS)
Y = EXIT CAPACITY (PERSONS)
Z = EXIT CLEAR WIDTH (MILLIMETERS)
X
Y
W
Z
XX ASSEMBLY (1.4 NET SQ M / PERSON)
CP=XX
4. COMMON PATH (MEASURED IN METERS)
CODE ANALYSIS
CODE REFERENCE: IBC, NFPA 101
CONSTRUCTION TYPE: II-B
FIRE RESISTANCE RATINGS BY BUILDING ELEMENT
STRUCTURAL FRAME: 0 HOURS
STRUCTURAL FRAME SUPPORTING SECOND FLOOR: 1 HOUR
BEARING WALLS
EXTERIOR: 0 HOURS
INTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS
EXTERIOR: 0 HOURS
INTERIOR: 0 HOURS
FLOOR CONSTRUCTION - INCLUDING SUPPORTING BEAMS AND
JOISTS: 1 HOURS
ROOF CONSTRUCTION - INCLUDING SUPPORTING BEAMS AND
JOISTS: 0 HOUR
EXIT STAIR: 1 HOUR
OCCUPANCY: SEPARATED MIXED USE WITH THE FOLLOWING
OCCUPANCY GROUPS:
FIRST FLOOR: F-1 AND S-1
SECOND FLOOR: B AND A-3
THE OCCUPANCIES ON EACH FLOOR WILL BE
NON-SEPARATED MIXED USE AND THE ALLOWABLE
AREA COMPLIES WITH THE MOST RESTRICTIVE USE
CLASSIFICATION OF THE FLOOR.
ALLOWABLE AREA: FIRST FLOOR: (F-1) 5,400 SQM
SECOND FLOOR: (A-3) 3,309 SQM
ACTUAL AREA: FIRST FLOOR: 3458 SQM
SECOND FLOOR: 925 SQM
ALLOWABLE HEIGHT: 3 STORIES / 22.9 METERS
ACTUAL HEIGHT: 2 STORIES / 16.8 METERS
SPRINKLERED: YES
FIRE ALARM: YES
LOCKER ROOM (4.6 GROSS SQ M / PERSON)XX
MAXIMUM PERMITTED
ASSEMBLY: 76 METERS
BUSINESS: 91.4 METERS
INDUSTRIAL: 76 METERS
STORAGE: 122 METERS
MAXIMUM PERMITTED
ASSEMBLY: 6.1 METERS
BUSINESS: 15.2 METERS
INDUSTRIAL: 15.2 METERS
STORAGE: 30.5 METERS
N
TRUE NORTH
WIND
PLAN NORTH
0 10,000MM 20,000MM
SCALE 1:200 (MILLIMETERS)
US Army Corps of Engineers New York District
SY
M
BO
L
R
EV
IS
IO
N D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
U
.S .A
R M
Y C
O R
PS
O
FE
N
G
IN
EE
R
S N
EW
Y
O R
K D
IS
TR
IC
T ht tp w w w
.n an
.u sa ce .a rm y.
m il
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH:
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
F
ED
ER
AL
P
LA
ZA
R O
O M
N
EW
Y
O R
K, N
Y
8-
A N
SI
D
DA
TE
SO
LI
C
IT
A
TI
O N
N O
C O
N
TR
A C
T N
O
FI
LE
N U
M B
ER
FI
LE
N A
M E:
PL
O
T D
A
TE
C K
D B
Y:
D
W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B
M
IT
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B Y:
PL
O
T
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C:\Users\carterjk\Documents\2015 E_FP Central_kriebecw.rvt
10/7/2015 10:54:55 AM
G-004
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IV
IL
E
N G
IN
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R
IN
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SH
O
PS
A N
D S
U
PP
LY
F
AC
IL
IT
Y
FI
R
ST
F
LO
O
R L
IF
E
SA
FE
TY
P
LA
N
TH
U
LE
E
EN
LA
N D
W W
C X1
O
C T
JC
M
C W
K
JA
B
0%
S ub m is si on
1 : 2001 FIRST FLOOR LIFE SAFETY PLAN
DN
DN
OPEN OFFICE
EAST
203B
ASSEMBLY AREA
2.1
3.1
A B C D E FD.1 E.1
3.2
C.1B.1
WOMEN LOCKERS
/ TOILET
MEN LOCKERS /
TOILET
OFFICE (EN)
TELCO RM
CONF RM
TD=62
160 1219
BREAK RM
JAN. CLOS.
FE
7.6
160 1219
7.6
FE
EXIT STAIR WEST
OPEN OFFICE
WEST
OFFICE (OM)
OFFICE (OM)
OFFICE (SM)
OFFICE (EL)
OFFICE (EN)
PRINTER ROOM
OFFICE (PM)
OFFICE (UF)
OFFICE (OP)
FE
EXIT STAIR EAST
STORAGE
210A
LIFE SAFETY LEGEND
1. OCCUPANT LOAD
TD=XX
XX
XX
XX
INDUSTRIAL (9.3 GROSS SQ M/ PERSON)
BUSINESS (9.3 GROSS SQ M/ PERSON)
MECHANICAL (27.9 GROSS SQ M/ PERSON
2. FIRE RESISTANCE RATING
1 HOUR FIRE RESISTANCE (BARRIER)
2 HOUR FIRE RESISTANCE (BARRIER)
3. TRAVEL DISTANCE (MEASURED IN METERS)
5. EGRESS CAPACITY
W = EXIT CAPACITY FACTOR (MILLIMETERS / PERSON)
X = OCCUPANTS USING EXIT (PERSONS)
Y = EXIT CAPACITY (PERSONS)
Z = EXIT CLEAR WIDTH (MILLIMETERS)
X
Y
W
Z
XX ASSEMBLY (1.4 NET SQ M / PERSON)
CP=XX
4. COMMON PATH (MEASURED IN METERS)
CODE ANALYSIS
CODE REFERENCE: IBC, NFPA 101
CONSTRUCTION TYPE: II-B
FIRE RESISTANCE RATINGS BY BUILDING ELEMENT
STRUCTURAL FRAME: 0 HOURS
STRUCTURAL FRAME SUPPORTING SECOND FLOOR: 1 HOUR
BEARING WALLS
EXTERIOR: 0 HOURS
INTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS
EXTERIOR: 0 HOURS
INTERIOR: 0 HOURS
FLOOR CONSTRUCTION - INCLUDING SUPPORTING BEAMS AND
JOISTS: 1 HOURS
ROOF CONSTRUCTION - INCLUDING SUPPORTING BEAMS AND
JOISTS: 0 HOUR
EXIT STAIR: 1 HOUR
OCCUPANCY: SEPARATED MIXED USE WITH THE FOLLOWING
OCCUPANCY GROUPS:
FIRST FLOOR: F-1 AND S-1
SECOND FLOOR: B AND A-3
THE OCCUPANCIES ON EACH FLOOR WILL BE
NON-SEPARATED MIXED USE AND THE ALLOWABLE
AREA COMPLIES WITH THE MOST RESTRICTIVE USE
CLASSIFICATION OF THE FLOOR.
ALLOWABLE AREA: FIRST FLOOR: (F-1) 5,400 SQM
SECOND FLOOR: (A-3) 3,309 SQM
ACTUAL AREA: FIRST FLOOR: 3458 SQM
SECOND FLOOR: 925 SQM
ALLOWABLE HEIGHT: 3 STORIES / 22.9 METERS
ACTUAL HEIGHT: 2 STORIES / 16.8 METERS
SPRINKLERED: YES
FIRE ALARM: YES
LOCKER ROOM (4.6 GROSS SQ M / PERSON)XX
MAXIMUM PERMITTED
ASSEMBLY: 76 METERS
BUSINESS: 91.4 METERS
INDUSTRIAL: 76 METERS
STORAGE: 122 METERS
MAXIMUM PERMITTED
ASSEMBLY: 6.1 METERS
BUSINESS: 15.2 METERS
INDUSTRIAL: 15.2 METERS
STORAGE: 30.5 METERS
KEYED NOTES
ENTIRE SECOND FLOOR SLAB AND
SUPPORTING CONSTRUCTION MUST BE
FIRE RATED FOR 1 HOUR IN
ACCORDANCE WITH IBC 508.4.4 AND 712.
N
TRUE NORTH
WIND
PLAN NORTH
0 10,000MM 20,000MM
SCALE 1:200 (MILLIMETERS)
US Army Corps of Engineers New York District
SY
M
BO
L
R
EV
IS
IO
N D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
U
.S .A
R M
Y C
O R
PS
O
FE
N
G
IN
EE
R
S N
EW
Y
O R
K D
IS
TR
IC
T ht tp w w w
.n an
.u sa ce .a rm y.
m il
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH:
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
F
ED
ER
AL
P
LA
ZA
R O
O M
N
EW
Y
O R
K, N
Y
8-
A N
SI
D
DA
TE
SO
LI
C
IT
A
TI
O N
N O
C O
N
TR
A C
T N
O
FI
LE
N U
M B
ER
FI
LE
N A
M E:
PL
O
T D
A
TE
C K
D B
Y:
D
W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B
M
IT
TE
D
B Y:
PL
O
T
SC
A
LE
SI
ZE
PR
O
JE
CT
S
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C:\Users\carterjk\Documents\2015 E_FP Central_kriebecw.rvt
10/7/2015 10:55:00 AM
A s in di ca te d
G-005
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C
IV
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N G
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IN
G
SH
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PS
A N
D S
U
PP
LY
F
AC
IL
IT
Y
SE
C
O N
D F
LO
O
R L
IF
E
SA
FE
TY
P
LA
N
TH
U
LE
E
EN
LA
N D
W W
C X1
O
C T
JC
M
C W
K
JA
B
0%
S ub m is si on
1 : 2001 SECOND FLOOR LIFE SAFETY PLAN
DN
DN
FD FD
2.1
3.1
A B C D E F
3.2
D.1 E.1B.1 C.1
1716 m²
WAREHOUSE
1884 m²
CE SHOPS
3 m²
SHELTER 1
3 m²
SHELTER 2
3 m²
SHELTER 3
2.1
3.1
A B C D E F
3.2
D.1 E.1
784 m²
ADMINISTRATION
B.1 C.1
US Army Corps of Engineers New York District
SY
M
BO
L
R
EV
IS
IO
N D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
U
.S .A
R M
Y C
O R
PS
O
FE
N
G
IN
EE
R
S N
EW
Y
O R
K D
IS
TR
IC
T ht tp w w w
.n an
.u sa ce .a rm y.
m il
SHEET
REFERENCE
NUMBER:
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***DATE:
FILE PATH:
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
F
ED
ER
AL
P
LA
ZA
R O
O M
N
EW
Y
O R
K, N
Y
8-
A N
SI
D
DA
TE
SO
LI
C
IT
A
TI
O N
N O
C O
N
TR
A C
T N
O
FI
LE
N U
M B
ER
FI
LE
N A
M E:
PL
O
T D
A
TE
C K
D B
Y:
D
W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B
M
IT
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B Y:
PL
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C:\Users\E3ENDLGR\Documents\CES_SPL-DMMA-MDL-2015-NLVRS_E3ENDLGR.rvt
11/13/2015 11:18:00 AM
G-006
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C
IV
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IN
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R
IN
G
SH
O
PS
A N
D S
U
PP
LY
F
AC
IL
IT
Y
G R
O
SS
A R
EA
C
AL
C
S
TH
U
LE
E
EN
LA
N D
W W
C X1
O C
T 1, D es ig ne r
A ut ho r
C he ck er
0%
S ub m is si on
G-006A-201 1 : 500
FIRST FLOOR1
G-006A-201 1 : 500
SECOND FLOOR2
GROSS AREA CALCULATIONS
NAME AREA
CALC. AREA
FACTOR
CALC.
AREA COMMENTS
ADMINISTRATION 784 m² 1 784 m² WAREHOUSE 1716 m² 1 1716 m² CE SHOPS 1884 m² 1 1884 m² SHELTER 1 3 m² 0.5 2 m² SHELTER 2 3 m² 0.5 2 m² SHELTER 3 3 m² 0.5 2 m² Grand total: 6 4389 m²
DD FORM 1391 BUILDING AREA COMPARISON
PRIMARY FACILITY
DD FORM
1391 AREA
(SF)
PROPOSED
DESIGN AREA
(SF)
DELTA
(SF)
COMPLEX - ADMIN 793 m² 784 m² -9 m² COMPLEX - WAREHOUSE 1716 m² 1716 m² 0 m² COMPLEX - CE SHOPS 1884 m² 1884 m² 0 m² SHELTER 1 2 m² 2 m² 0 m² SHELTER 2 2 m² 2 m² 0 m² SHELTER 3 2 m² 2 m² 0 m² Grand total: 6 4398 m² 4389 m² -9 m²
EXISTING CONTOURS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING STREET SIGN
EXISTING UTILITY POLE
EXISTING ELECTRIC/CABLES
EXISTING STORMWATER CULVERT
EXISTING FUEL LINE
EXISTING STEAM AND CONDENSATE
EXISTING ELECTRIC CONDUIT
EXISTING ELECTRIC ROUTES
EXISTING SITE DRAINAGE PATTERN
(58)
LEGEND
C-101
TRUE NORTH PLAN NORTH
NWIND
C O
N D
IT
IO
N S P
L A
N
E X
IS
T
IN
G S
IT
E
N
5 10 20
1:500 (METERS)
BH-5
BH-6
BH-3
BH-4
BH-2
BH-1
BM 30#
CP 50#
BH-1
FROM GEOTECH REPORT
BOREHOLE LOCATIONS TAKEN
CP 512
CRESENT ROAD
ENGINEERING LABORATORY (CRREL) DATED JAN. 2012.
PREPARED BY USACE-COLD REGIONS RESEARCH AND
INFORMATION REGARDING THE BORINGS. REPORT WAS
3. REFER TO THE GEOTECHNICAL REPORT FOR MORE
OF ENGINEERS - OMAHA, NE.
CREATED BY THE U.S. ARMY ENGINEER DISTRICT CORPS
TH10P004.DGN, DESIGNED & DRAWN BY: MARK A. HUCKLE,
PHASE IV, DATE OF FEBRUARY 2011, DESIGN FILE:
US AIR FORCE SPACE COMMAND REPAIR APRONS,
SHEET P-4, HORIZONTAL & VERTICAL CONTROL PLAN,
IN PDF FORMAT. SPECIFICALLY DESCRIBED AS BEING:
PROVIDED TO MICHAEL BAKER JR., INC. BY THE USACE
SURVEY IS A LOCAL COORDINATE SYSTEM THAT WAS
2. THE COORDINATE SYSTEM USED FOR THE ORIGINAL
MICHAEL BAKER JR., INC. ON 11-AUGUST 2011.
FEET. THE ORIGINAL SURVEY WAS COMPLETED BY
CONVERSION OF A SURVEY COMPLETED IN SURVEY
1. ALL OF THE CONTOURS ARE BASED ON A METRIC
NOTES:
Symbol Elv (M)Elv (US Ft.)Point Northing (US Ft.)Easting (US Ft.)
CP 513 40831.966 27245.361 184.773 56.32
CP 512 40473.322 28103.230 192.956 58.81
CP 511 40274.676 27868.511 196.830 59.99
CP 510 40445.338 26905.948 196.362 59.85
BM 3040 40365.366 27077.424 203.12 61.91
BM 3039 40361.680 26938.894 203.07 61.89
BM 3038 40484.425 26821.032 201.36 61.37
BM 3037 40491.255 26882.062 200.41 61.08
EXIST. BUILDINGS TO DEMOLISHED
UNDER THIS CONTRACT
R E
V
C I
V
L
D W
E
V
N
S
T
O
C A
T I
O N
M A
R
(5 6.
(54.75)
.2
.5
.7
(5 .5
(59.75)
(60)
CP 513
CP 510
CP 511
GAS PUMP
S H
IP
P
IN
G
C
O N
TA
IN
E R
VENT (TYP.)
BLDG. 630
HANGER
FIN.FLR.
60.36
HEATING
SHACK
2 UTILITY
WIRES
6 UTILITY
WIRES
POWER LINES
20+ WIRES
STEAM/CONDENSATE
FUEL TANKS
18" CULVERT
CONDUITS
3 UTILITY
6 UTILITY
WIRES
STEAM/CONDENSATE
STUBS
POWER LINE
UNDERGROUND
UTILITY CROSSING
UTILITY CROSSING
UNDERGROUND
UTILITY
CONDUIT
18" CULVERT
2 - COMM.
CABLES
CABLES
6 - COMM.
CABLES
4 - COMM.
4 UTILITY
CONDUITS
UTILITY CROSSING
UNDERGROUND
15" CULVERT
15" CULVERT
UTILITY CROSSING
UNDERGROUND
CABLES
10 - COMM.
12 - COMM.
CABLES
FUEL TANK
VENT (TYP.)
2 UTILITY
WIRES
POWER LINES
20+ WIRES
FIBER OPTIC BOX
20+ WIRES
UNDERGROUND
UTILITY CROSSING
VENT (TYP.)
AUTOMATED
FUEL TANKS
STATION
FUEL SERVICE 24" CULVERT
END SECTION
UNABLE TO LOCATE
(JULY 12, 2011)
ELEV. 56.99
T/WATER
CULVERT CROSSING
UNABLE TO DETERMINE
UTILITY CROSSING
UNDERGROUND
24" CULVERT
20+ WIRES
POWER LINES
POWER LINES
20+ WIRES
POWER LINES
2 UTILITY
WIRES
I.E. 59.33
I.E. 58.05
T/PIPE 59.86
T/PIPE 59.18
I.E. 56.24
I.E. 56.88
(5 .7
(53.75)
(53 .75
(54 .0)
(54)
(54.
25)
(54.25)
(54.5) (54 .5)
(5 4.
5)
(5 .7
(54 .75
(54.75)
(55.0)
(5 5)
(55)
(5
(55)
(55.25)
(55.25)
(55.25)
.2
(55.25)
(55.2 5)
(55.25)
(55 .5)
(55.5)
(55.5)
(5 .5
(55.5)
(55.5)
(55.5)
(55 .5)
(55.5
(55.5)(56.0)
55.75
(55.75)
.7
(55.75)
.7
(55.75)
(5 .7
.7
(55.75)
(55.75)
(55.75)
(5 .7
(55.75)
(55.75)
(55.75)
(56.0)
(56)
(56)
(56)
(5
(5
(56)
(56)
(56.2 5)
(56.25)
.2
(56.25)
(56.25)
(56 .25
(5 .2
(5 .2
(56.25)
(56.25)
(56.25)
(56.25)
(56.2 5)
(56.25)
(56.25)
(56.5)
.5
(56.5)
(5 6.
5)
(5 6.
5)
(56.5)
(5 .5
(56.5)
(56.5)
(56.5)
.5
.5
(5 6.
5)
.5
(58.0)
(56.75)
(56.75)
(56.75)
(5 .7
(5 .7
.7
(5 .7
.7
.7
(5 .7
(5 .7
(5 .7
(5 .7
.7
(56.75)
(5 6.
(56.75)
.7
(56.75)
(56.75)
T/WATER
(JULY 12, 2011)
ELEV. 56.42
(JULY 12, 2011)
T/WATER
55.60
(5
(57)
(57)
(57.0)
(57)
(57)
(57)
(57)
(5 .0
(5 7)
(5
(57)
(57)
(57)
(57)
(57)
(57)
(57)
(5
(57
(57)
(5
(57)
(57
(57)
(57)
(57)
.7
(57.25)
(57.25)
.2
(5 7.
.2
(57.25)
(57.25)
(5 .2
.2
.2
.2
.2
(5 .2
(5 7.
.2
.2
(57.25)
(5 .2
(57.25)
(57.25)
(5 .2
(57.25)
.2
(57.5)
.5
(57.5)
(57 .5)
(5 .5
(57.5)
(57.5)
.5
(57.5)
(57.5)
.5
(57.5)
(57.5)
.5
(5 .5
(58.0)
(57.75)
(57.75)
.7
(57.75)
(57.75)
(57.75)
(57.75)
(5 .7
(57.75)
(57.75)
(57.75)
(5 .7
(58)
(58)
(58)
(58)
(58)
(5
(58)
(58.25)
(58.25)
(5 .2
(58.25)
(58.25)
(5 .2
(58.25)
(58.25)
(58.25)
(5 .2
(58.25)
(58.25)
(5 .0
(58.5
(58.5)
(58.5)
.5
(58.5)
(58.5)
(58.5)
(58.5)
.5
(58.5)
.5
.5
(58 .5)
(5 .5
(58 .75
(59.5)
(59.0)
.0
(58.75)
(58.75)
.7
(5 .7
(58 .75
.7
(58.75)
(58.75)
(58.75)
(58.75)
(59.0)
(58.7 5)
.7
CP 512
(59)
(59)
(59)
(59)
(59
(59)
(59.25)
(59.25)
(59.25)
(59.25
(59.25)
(59.25)
(5 9.
(5 .2
(59.25)
(59.25)
(59.25)
(59.0)
(59.5)
(59.5)
(5 .5
.5
(59.5)
(59.5)
(59.5)
.5
(59.5)
(60 .75
.0
(5 9.
(5 9.
(59.75)
(59.75)
(59.75)
(59.75)
(59.75)
(5 .7
(59.75)
.7
(6
(6 0)
(60)
(60)
(60)
(60)
(60)
(60)
(6 0)
(60)
(60)
(60)
GAS PUMP
GAS PUMP
(6 0.
(60.25)
(60.2 5)
.2
(60.25)
(60.25)
(60.25)
(6 .2
(6 0.
5)
(60.5)
(60.5)
(60.5)
(60.75)
(60.7 5)
(60.75)
CRESENT ROAD
BM
BM
BM
N
.7
(5 .2
(57.25)
(5 9.2
(59.5)
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
Y
R K
R O
O M
F
D E
R
P
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
U
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
M
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
0 80
TRUE NORTH PLAN NORTH
NWIND
O V
E R
A L L V
IE
W
D E
M O
L
IT
IO
N P
L A
N
1:8000 (METERS)
160 320
LEGEND
SANITARY SEWER TO REMAIN
WATER TO REMAIN
ELECTRIC/CABLES TO REMAIN
SANITARY SEWER TO BE REMOVED
WATER TO BE REMOVED
ELECTRIC/CABLES TO BE REMOVED
CULVERTS TO REMAIN
CULVERTS TO BE REMOVED
X XX
X XX
X XX
STEAM/CONDENSATE TO REMAIN
STEAM/CONDENSATE TO BE REMOVED
X XX
DEMOLISHED UNDER THIS PROJECT
EXISTING BUILDING TO BE
TO REMAIN
EXISTING BUILDING
X XX
2 PHOTO LOCATION & DIRECTION
FOR CE SHOPS
PROPOSED SITE
A
B
C
A STAGING AREA ALTERNATIVES
RETURN (HHWS/R) TO REMAIN
HEATING HOT WATER SUPPLY AND
’VM BUILDING’ CONTRACT
BUILDING DEMOLISHED UNDER
DEMOLITION SCHEDULE
BUILDING #LOCATION # BUILDING FOOTPRINT AREA
AND NOTES.
5. REFER TO SHEETS C-103 THRU C-108 FOR DETAILED VIEWS
DEFINITION REPORT, DATED 7-MARCH 2012.
4. THE BUILDING FOOTPRINT AREAS ARE AS PER THE PROJECT
THE RELOCATED UTILITIES AS SHOWN ON SHEET C-301/302.
3. ALL UTILITIES TO REMAIN ON SITE WILL BE TIED INTO BY
SIZE AND STRUCTURE TO THE EXISTING UTILITIES ON SITE.
ANY RELOCATED UTILITIES (IF APPLICABLE) ARE TO MATCH IN
REMOVED AND RELOCATED AS PER SHEETS C-103 TO C-108.
2. EXISTING UTILITIES IN THE PROJECT FOOTPRINT ARE TO BE
1. ALL THE CONTOURS ARE BASED ON LOCAL DATUM.
GENERAL NOTES:
note #6)
(see general
STAGING AREA
C-102
721 sq. m
760 sq. m
1,859 sq. m
5,394 sq. m
5,394 sq. m
OPTION #7-BLDG #571
OPTION #6-BLDG #553
OPTION #5-BLDG #551
OPTION #4-BLDG #629
OPTION #3-BLDG #1091
OPTIONS AND ARE AS FOLLOWS:
9. THE BUILDINGS TO BE DEMOLISHED UNDER THIS CONTRACT ARE
C-106 ONLY.
8. LEGEND SHOWN ON THIS SHEET APPLIES TO SHEETS C-103 TO
REFER TO THE APPENDIX FOR ACTIVE LANDFILL LOCATIONS.
BE SENT TO THE OTHER LANDFILL LOCATIONS. CONTRACTOR SHALL
7. ALL OTHER MATERIALS, INCLUDING ASBESTOS MATERIALS, SHALL
TO THIS LOCATION.
METAL, ETC...) SHALL BE CUT INTO 1M x 1M PIECES AND BROUGHT
BELOW). ALL THE RECYCLABLE MATERIALS (STEEL, CABLES, SHEET
MATERIALS FROM THE BUILDINGS TO BE DEMOLISHED (AS NOTED
6. THIS LOCATION IS THE STAGING AREA FOR ALL RECYCLABLE
CONSTRUCTION OF CONSOLIDATED #1 IS COMPLETE.
13. CONTRACTOR SHALL NOT BEGIN ANY DEMOLITION ACTIVITIES UNTIL THE
THE SLAB TO BLEND THE SITE INTO THE SURROUNDING CONDITIONS.
LEFT IN PLACE. APPROXIMATELY 0.2M (6") OF FILL SHALL BE PLACED OVER
THE BUILDING UP TO (BUT NOT INCLUDING) THE SLAB. THE SLAB SHALL BE
12. DEMOLITION OF THE FIVE (5) BUILDINGS SHALL INCLUDE ALL PORTIONS OF
WITH THE FINAL GOVERNING STANDARDS (FGS) FOR GREENLAND, CHAPTER 14.
11. ANY PCB CONTAMINATED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE
WITH THE ASBESTOS MANAGEMENT PLAN (AMP).
10. ASBESTOS CONTAINING MATERIAL WILL BE DISPOSED OF IN ACCORDANCE
ENGINEERING OFFICE.
IN SECTION 9. THE POC FOR THE TRAINING WILL BE THE BMC ENVIRONMENTAL
HAS RECEIVED THE REQUIRED HAZARD WASTE HANDLER TRAINING AS DEPICTED
9. BEWARE THAT THE CONTRACTOR SHOULD BE STAFFED WITH SOMEONE THAT
ENVIRONMENTAL ENGINEERING OFFICE.
WITH EXPLOSIVE CONTENTS. REPORT CONCERNS TO THE COR OR BMC
h. CONTRACTOR SHALL BE COGNIZANT OF POTENTIAL FIRE HAZARDS OR ITEMS
TO REMOVAL.
g. ALL COMPRESSED VESSELS OR TANKS SHALL BE PROPERLY PURGED PRIOR
f. ALSO REFER TO SECTION 8 FOR CONTINGENCY & RESPONSE ACTION PLAN.
e. REFER TO SECTION 7 IN THE HWM PLAN FOR TURN-IN PROCEDURES.
PLAN, SECTION 4.
d. CLASSIFY WASTE IN ACCORDANCE WITH THE HAZARD LISTING. SEE THE HWM
LABELING FORMAT.
STORAGE AREAS AND DOCUMENTATION REQUIREMENTS, AND SECTION 6 FOR
c. REFER TO HWM PLAN, SECTION 5 FOR WASTE STORAGE, DESIGNATION OF
CONTAINERS, AS REQUIRED IN THE HWM PLAN.
b. SEPARATE HAZARDOUS WASTE INTO DIFFERENT CLASSIFICATION & STORAGE
TURNED OVER TO DRMO.
THAT REQUIRE REMOVAL ACTION AND POST PROCESSING, AND SUBSEQUENTLY
a. SEPARATE NORMAL CONSTRUCTION WASTE FROM REGULATED WASTE ITEMS
NOTE THAT DOCUMENTATION IS REQUIRED:
8. BE COGNIZANT OF THE FOLLOWING PROCEDURES DURING DEMOLITION AND
- TRANSFORMER - REFRIGERANTS
- WASTE OIL- OIL WATER SEPARATORS
- CONTAMINATED SOIL- FILTERS
- SOLVENTS- LEAD ACID BATTERIES
- ANY RADIOACTIVE SMOKE OR FLAME DETECTORS, IF PRESENT
- MERCURY SWITCHES- MERCURY FIXTURES
- PCB BALLASTS- FLUORESCENT FIXTURES
AND POLICY ON THULE AB.
FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF HAZARDOUS MANAGEMENT
MEAN EXHAUSTIVE OF OTHERS THAT MIGHT BE PRESENT. CONTRACTOR SHALL
THULE. BELOW IS A LIST OF POSSIBLE HAZARDOUS MATERIAL, BUT IS BY NO
7. REFER TO HWM PLAN, APPENDIX 2 FOR HAZARDOUS WASTE INVENTORY AT
MANAGEMENT ORGANIZATION (DRMO).
BMC ENVIRONMENTAL ENGINEERING, SAFETY, & DEFENSE REUTILIZATION AND
OFFICER REPRESENTATIVE (COR), BMC CIVIL ENGINEERING, BASE SUPPLY,
AND POLICY IMPLEMENTATION SHALL BE DIRECTED TO THE CONTRACTING
6. POINT OF CONTACT WITH REGARD TO THE WASTE DISPOSAL PROCEDURE
REGULATIONS.
C. REMOVED FOR DISPOSED PROPERLY PER HOST NATION ORDINANCE AND
B. TURNED OVER TO DRMO IN ACCORDANCE WITH HWM PLAN;
IN DRAWING;
A. TURNED OVER TO BASE MANAGEMENT CONTRACTOR (BMC), WHERE NOTED
EITHER BE:
FOR PROPER REMOVAL/DISPOSAL PROCEDURE. ALL REMOVED ITEMS SHALL
5. PRIOR TO ANY DEMOLITION, ITEMS LISTED IN PARA.7 SHOULD BE SURVEYED
REFERENCE GUIDE & COMPLY WITH THE REQUIREMENTS DESCRIBED THEREIN.
GOVERNMENT TO REVIEW & APPROVE. USE APPENDIX 3 IN HWM PLAN AS A
MANAGEMENT PLAN AND PROVIDE IT IN A SHOP DRAWING FORMAT FOR THE
4. THE CONTRACTOR SHALL DEVELOP A COMPREHENSIVE WASTE ANALYSIS &
BEEN UPDATED WITH THE MOST CURRENT INFORMATION.
BE AWARE THAT NOT ALL INFORMATION REPRESENTED IN THE AS-BUILTS HAD
SOME OF THE DEMOLITION BUILDINGS. HOWEVER THE CONTRACTOR SHOULD
SHOWN IN THE SPECIFICATION SECTION 00 80 00.00 18, FOR REFERENCE TO
3. REFER ALSO TO THE AS - BUILT DRAWINGS, FOUND IN THE APPENDIX LIST
INFORMATION RELATED TO THE PROJECT.
EXTERIOR SITE PLANS AND CIVIL UTILITY PLANS FOR ANY OTHER SPECIFIC
2. CONTRACTOR SHALL REFER TO OTHER SPECIFIC NOTES IN THE ELECTRICAL
FOR FURTHER INFORMATION.
THE APPENDIX LIST SHOWN IN THE SPECIFICATION SECTION 00 80 00.00 18
HAZARDOUS WASTE MANAGEMENT (HWM) PLAN FOR THULE AIR BASE FOUND IN
REQUIREMENTS OF STANDARD OPERATION. CONTRACTOR SHALL REFER TO THE
INTENDED TO PROVIDE CONTRACTOR WITH THE BASIC INFORMATION AND
1. BELOW ARE SIMPLIFIED DEMOLITION AND DISPOSAL PROCEDURES THAT ARE
DEMOLITION NOTES:
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
O M
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
SHELTE
RROCK C
RUSHIN
G
Lak e
Sp aru m
30008
30010
30011
30009
30013
30017
30015
30018
30014
30024
30023
30019
30020
30021
30022
30026
30027
30025
LAKE
30029
30032
30028
30030
30031
30033
30034
30035
30036
30037
30038
30040
30039
30007
TAXIWAY A
T A
X
IW
LAKE EDDY
ABANDONED
Perim eter road
TAXIWAY A
10021
10002
T A
X
IW
10021
30047
30048 30049
TAXIW
AY
A
Crash Fire Rescue Training Facility
ABANDONED
30001
30003
30002
30004
30006
30895
30005
GHR/AA
GHR/AA
H O S P
ITAL
TF
614 615
G H R
AA
607 606
10021
10021
10021
31391
A M
U N
D S
E
B U
R
E
. S
T
R
D . S
T
S T . S
T
R
D . S
T
T
H . S
T
T
H . S
T
P
IT
U F F
IK
B L V
D
B U
R
. 6
H . S
T
O R
T M
A
IV
E
CRESENT ROAD
D E
L O
E
T
H
S T
C O
E
T
H
S T
T
H
S T
T
H . S
T
11 T H . S
T
T
H . S
T
PITUFFIK BLV
D.
T H
O M S E N
R
O A D
F R
O B
IS
M
E
T H
O M S E N
R
O A D
PIT
UFF
IK
BLVD.
G R
E E
E
11 T H . S
T
B E
A
A D
D A
N N
A D
ORTMANN
DRIV
E
Pe rim et er r oa d
Perimeter ro ad
ABANDONED
CRESENT ROAD
CRESENT
ROAD
EAST - WEST RUNWAY
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
O M
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
C-103
ORTMANN
DRIV
E
L O
C A
T
IO
N
D E
M O
L
IT
IO
N P
L A
N
LOCATION #1
N
Bldg #1091
Bldg #1091
Bldg #1091
ELECTRIC
EXISTING
SUBSTATION
EXISTING
SUBSTATION
ELECTRIC
X
X
X
X X
X X removed)
(previously
ELECTRIC
EXISTING
A
O p ti o n
PHOTO #1
PHOTO #2
PHOTO #3
CONTRACTOR SHALL TAKE DIRECTION ON THIS FROM THULE AB/BMC.
8. ELECTRIC SUBSTATION SHALL BE REMOVED/RELOCATED UNDER THIS CONTRACT. THE
7. REFER TO SHEET C-102 FOR LEGEND AND OVERALL BASE MAP.
6. SEE SHEET ES-102C FOR DETAILS ON THE ELECTRIC LINE REMOVAL.
DEMOLITION OF BUILDING #1090
ELECTRIC LINE BETWEEN #1090 & #1091 WAS TO BE REMOVED UNDER
THE FUEL LINE IS NOT IN THE VICINITY OF ANY DEMOLITION WORK.
STEAM & CONDENSATE CONNECTIONS.
BUILDING #1091 - NO WATER & SANITARY CONNECTION, & NO
THULE AB/BMC:
5. THE FOLLOWING ARE BUILDING UTILITY NOTES BASED ON UTILITY RECORDS FROM
(BMC) AND REPAIRED AS DIRECTED BY COR AND CONSULTED WITH THULE AB BCE.
SHALL BE IMMEDIATELY REPORTED TO THULE AB AND THE BASE MAINTENANCE CONTRACTOR
4. CONTRACTOR SHALL TAKE CAUTION AROUND ALL UTILITIES TO REMAIN. ANY DAMAGE
VERIFY IN FIELD AND RELOCATE AS NECESSARY.
3. LOCATION OF PLUGGED CONNECTIONS ARE APPROXIMATE. THE CONTRACTOR SHALL
2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO ANY WORK.
REMOVAL OF BUILDING #1091.
1. REFER TO CIVIL APPENDIX FOR ALL BUILDING PLANS AND ASBESTOS LOCATIONS FOR
m m
250mm
200mm-S
(typ.)
HYDRANT
EXISTING
m m 75mm-C
CRESENT ROAD
N
PHOTO #4
PHOTO #5
CONDENSATE LINES
EXISTING STEAM &
WATER
EXISTING
Bldg. #629
X X X X
X X
XX
OF PLUGGED CONN.
APPROX. LOCATION
PHOTO #6
Bldg. #629
C-104
L O
C A
T
IO
N
D E
M O
L
IT
IO
N P
L A
N m m m m
REMOVED
LINES TO BE
EXIST. ELECTRIC
X X X
X X
X X
O p ti o n
REMAIN
GAS STATION TO
ELECTRIC FEED TO
LOCATION #2
A SILT FENCE SHALL BE INSTALLED AROUND THE INLET OF THE CULVERT.
7. CONTRACTOR SHALL PROTECT THE EXISTING STORM CULVERT FROM DAMAGE & DEBRIS.
6. REFER TO SHEET C-102 FOR LEGEND AND OVERALL BASE MAP.
REFER TO ELECTRIC DRAWINGS OF THE VM BUILDING AS NECESSARY.
PART OF THE DEMOLITION OF BLDG #630. THIS LINE SHALL BE MAINTAINED.
THE ELECTRIC LINE THAT FEEDS THE GAS STATION WAS INSTALLED AS
DEMOLITION WORK.
THE FUEL LINE IS NOT IN THE VICINITY OF ANY
BUILDING #629 - NO SANITARY CONNECTION
THULE AB/BMC:
5. THE FOLLOWING ARE BUILDING UTILITY NOTES BASED ON UTILITY RECORDS FROM
(BMC) AND REPAIRED AS DIRECTED BY COR AND CONSULTED WITH THULE AB BCE.
SHALL BE IMMEDIATELY REPORTED TO THULE AB AND BASE MAINTENANCE CONTRACTOR
4. CONTRACTOR SHALL TAKE CAUTION AROUND ALL UTILITIES TO REMAIN. ANY DAMAGE
REMOVAL OF BUILDING #629.
10021
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
O M
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
C U
L V
E R
T
E X
IS
T
S
T O
R M
S
IT
E
IL
D
IN
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
O M
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
C-105
LOCATION #3 & #4
t h
S T . 5 t h . S
T
A V
E
D E
L O
N G
L O
C A
T
IO
N
D E
M O
L
IT
IO
N P
L A
N
PHOTO #7
PHOTO #9
PHOTO #8
m m m m m m m m m m m m
X
X
X
X
X
X
X X
X
XX
X
X
X
X
X
X X
X
N
O F
P
L U
G G
N N
A P P
R O
X
L O
C A
T
IO
N Bldg #553
Bldg #551
Bldg #551
SANITARY
EXISTING
TO REMAIN
(HHWS/R)
WATER LOOP
EXISTING HOT
H H
W S
R
N O
T E
H H
W S
R
S
E E
A
O p ti o n
7. REFER TO SHEET C-102 FOR LEGEND AND OVERALL BASE MAP.
6. SEE SHEET ES-102B FOR DETAILS ON THE ELECTRIC LINE REMOVAL.
THE SANITARY LINE BEFORE DEMOLITION BEGINS.
CONTRACTOR SHALL CONFIRM THAT ONLY BLDG #551 IS CONNECTED TO
THE FUEL LINE IS NOT IN THE VICINITY OF ANY DEMOLITION WORK.
SHALL BE COORDINATED WITH THULE AB/BMC.
WILL BE RE-ROUTED AROUND THE DEMOLITION. ALL HHWS/R WORK
SYSTEM IN THIS ARE SHALL BE PROTECTED IF POSSIBLE, OR THEY
THE EXISTING HEATING HOT WATER SUPPLY AND RETURN (HHWS/R)
SANITARY FOR THIS BUILDING WAS PREVIOSULY REMOVED.
BUILDING #553 - NO WATER & SANITARY CONNECTION THE
THULE AB/BMC:
5. THE FOLLOWING ARE BUILDING UTILITY NOTES BASED ON UTILITY RECORDS FROM
(BMC) AND REPAIRED AS DIRECTED BY COR AND CONSULTED WITH THULE AB BCE.
SHALL BE IMMEDIATELY REPORTED TO THULE AB AND BASE MAINTENANCE CONTRACTOR
4. CONTRACTOR SHALL TAKE CAUTION AROUND ALL UTILITIES TO REMAIN. ANY DAMAGE
REMOVAL OF BUILDING #551 (OPTION #5) AND #553 (OPTION #6).
T
H . S
T
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
O M
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
C-106
LOCATION #5
L O
C A
T
IO
N
D E
M O
L
IT
IO
N P
L A
N
200mm m m m m m m
150mm m m
XX
X X m m S m m C
CONDENSATE AT THE TRUNK LINE
* - PLUG SANITARY, STEAM &
X X
X
X X
O F
P
L U
G G
N N
A P P
R O
X
L O
C A
T
IO
N
N
WATER
EXISTING
SANITARY
EXISTING
CONDENSATE LINES
EXISTING STEAM &
Bldg #571
Bldg #571
Bldg #571
O p ti o n
PHOTO #10
PHOTO #11
PHOTO #12
7. REFER TO SHEET C-102 FOR LEGEND AND OVERALL BASE MAP.
6. SEE SHEET ES-102B FOR DETAILS ON THE ELECTRIC LINE REMOVAL.
DEMOLITION WORK.
THE FUEL LINE IS NOT IN THE VICINITY OF ANY
EXISTING STEAM AND CONDENSATE LINES TO BE MAINTAINED AT ALL TIMES.
THULE AB/BMC:
5. THE FOLLOWING ARE BUILDING UTILITY NOTES BASED ON UTILITY RECORDS FROM
(BMC) AND REPAIRED AS DIRECTED BY COR AND CONSULTED WITH THULE AB BCE.
SHALL BE IMMEDIATELY REPORTED TO THULE AB AND BASE MAINTENANCE CONTRACTOR
4. CONTRACTOR SHALL TAKE CAUTION AROUND ALL UTILITIES TO REMAIN. ANY DAMAGE
REMOVAL OF BUILDING #571.
0 3 6 12
1:300 (METERS)TRUE NORTH PLAN NORTH
NWIND
C-107
E X
C A
V A
T
IO
N P
L A
N
LEGEND
EXISTING BUILDINGS TO REMAIN
AREA OF EXCAVATION
LOCATION OF THERMISTOR STRINGS
BUILDING FOOTPRINT
OF NEW CE SHOP
APPROX. LOCATION
LIMIT OF DISTURBANCE
EXISTING CONTOURS
LIMIT OF FULL EXCAVATION DEPTH
TO FULL DEPTH
LIMIT OF EXCAVATION
THERMISTOR APPROXIMATE LOCATION (RELATIVE TO COLUMN LOCATIONS)
INTO THE BUILDING, SEE SHEET C-304.
(REFER TO SHEET C-504) AND HAVE THE COIL PIPED
SHALL BE LOCATED WITHIN A MANHOLE OR EQUIVALENT
6. THERMISTORS #2 AND #3 (EXTERIOR OF BUILDING)
EASE OF MONITORING.
THERMISTOR STRINGS IN A COMMON LOCATION FOR
5. IF POSSIBLE, THE CONTRACTOR SHALL LOCATE THE
DETAILS, AND NOTES ON THE THERMISTORS.
4. REFER TO PLAN SHEET C-304 FOR SECTION VIEWS,
DETAILS ON THE COLUMN LOCATIONS.
REFER TO THE STRUCTURAL DRAWINGS FOR ALL
TO COLUMN AND COLUMN LINES OF THE BUILDING.
SHEET DESCRIBES THERMISTOR LOCATIONS RELATIVE
3. THE TABLE IN THE BOTTOM LEFT CORNER OF THIS
TEMPERATURE MONITORING.
PLACED AROUND THE NEW C.E. SHOPS BUILDING FOR
LOCATIONS SHOWN ON THIS DRAWING) WILL BE
2. THREE (3) NEW THERMISTOR STRINGS (APPROXIMATE
SHEET C-303 FOR EXCAVATION AND FILL DETAILS.
1. REFER TO THE FOUNDATION FILL SECTION ON PLAN
NOTES:
NOTE #6)
THERMISTOR COIL (SEE
NEW PVC CONDUIT FOR
BH-1
FROM GEOTECH REPORT
BOREHOLE LOCATIONS TAKEN
(N 40,549.54, E 27,942.56)
NORTHEAST CORNER OF FULL EXCAVATION DEPTH
(N 40,415.32, E 27,651.13)
SOUTHWEST CORNER OF FULL EXCAVATION DEPTH
(N 40,496.47, E 27,783.89)
WITHIN BLDG FOOTPRINT (COLUMN LINE 2.1, BTWN C-D)
9.50m
CE SHOPS
PROPOSED
FFL (60.25)
t y p m
(typ)
3m
9.50m m m
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
(54.75)
.5
(59.75)
(5 .7
.2
(55.25)
(55.2 5)
(55.25)
(55 .5)
(55.5)
(5 .5
55.75
(5 .7
(55.75)
(55.75)
(56.2 5)
(5 .2
(56.25)
(56.25)
(56.25)
(56.5)
(5 .5
(56.5)
(56.5)
.5
.5
(5 6.
5)
.5
(56.75)
(56.75)
(56.75)
(5 .7
(5 .7
.7
(5 .7
.7
.7
(5 .7
(5 .7
(56.75)
(56.75)
.7
(57.25)
(57.25)
.2
(5 7.
.2
(57.25)
(57.25)
.2
.2
.2
(57.25)
(57.25)
(57.5)
(57.5)
.5
(57.5)
(57.5)
(57.5)
(57.75)
(57.75)
.7
(57.75)
(57.75)
(57.75)
(57.75)
(58.25)
(58.25)
(58.25)
(58.25)
(5 .2
(58.25)
(58.25)
(58.25)
(58.5
(58.5)
(58.5)
(58.5)
(58.5)
(58.5)
.5
(58 .5)
(58 .75
(58.75)
(58.75)
.7
(5 .7
(58 .75
(58.75)
(58.75)
(59.25
(59.25)
(5 9.
(5 .2
(59.25)
(59.25)
(59.25)
(59.5)
(59.5)
(5 .5
(60 .75
(5 .7
(59.75)
(6 0.
(60.2 5)
(6 0.
5)
(60.5)
(60.75)
CRESENT ROAD
.7
(5 .2
(59.5)
1:300 (METERS)
C-108
N E
W S
IT
E P
L A
N
27,658.565
27,919.813
27,934.026
27,672.778
40,421.464
40,396.196
40,543.148
40,568.416
CONTROL POINT NORTHING (US FT) EASTING (US FT)
(See Sheet S-502)
NEW ENTRANCE PAD (typ.)
EXISTING BUILDINGS TO REMAIN
LIMIT OF DISTURBANCE
ENGINE BLOCK HEATER LOCATION
NEW SITE DRAINAGE PATTERN
CULVERTS TO REMAIN
GRAVEL ACCESS ROAD AREAS
(56.5)
NEW CONTOUR - C.E. SHOPS
NEW STORMWATER CULVERTS
TRUE NORTH PLAN NORTH
NWIND
B U
IL
D
N S
P A
R K
IN
G
R O
A D
W A
Y
E D
A V
E L
VM bldg. contract)
(built under cons. #2
750mm CULVERT
EXISTING CONTOURS
58.0
UNDER CONSOL. #2 CONTRACT
NEW CONTOURS - WORK DONE
59.0
LEGEND
COR AND THE BMC BCE.
AIRFIELD. ALL WORK SHALL BE COORDINATED WITH THE
NOT DIVERT TRAFFIC OFF CRESENT ROAD TOWARDS THE
OPEN AT ALL TIMES TO TRAFFIC. CONTRACTOR SHALL
9. THE ROAD TO BMEWS (CRESENT ROAD) SHALL REMAIN
CONTOURS INTO THE EXISTING GRADE AS NECESSARY.
LIMITS. THE CONTRACTOR SHALL MATCH THE PROPOSED
8. GRADING ON THE EAST SIDE EXCEEDS THE SURVEY
CONSOLIDATED #2 GRADING.
FOR CONSOLIDATED #1 SHALL MATCH INTO THE NEW
NEW GRADING FOR CONSOLIDATED #2. NEW GRADING
FOR THE WEST SIDE OF THE SITE, UPDATED WITH THE
7. CONTRACTOR SHALL OBTAIN UPDATED TOPOGRAPHY
CONSOLIDATED #2 PROJECT.
TO MATCH INTO EXISTING GRAVEL ROADWAY BUILT UNDER
6. NEW GRAVEL DRIVEWAY ON THE WEST SIDE OF SITE
GRADED AND COMPACTED APPROPRIATELY.
8.5M SNOW STANDOFF DISTANCE. THIS AREA SHALL BE
TO DISCOURAGE PARKING ON THIS SIDE DUE TO THE
OF THE BUILDING ARE SHOWN WITHOUT GRAVEL HATCHING
5. SECTIONS OF THE DRIVEABLE AREA ON THE EAST SIDE
ON THE SLAB FOR THE SAW DUST COLLECTOR.
4. REFER TO THE STRUCTURAL DRAWINGS FOR DETAILS
BLOCK HEATER DETAILS.
3. REFER TO THE ELECTRICAL DRAWINGS FOR THE ENGINE
SIZE OF 3M WIDE AND 6M LONG.
FOR 58 VEHICLES THAT IS BASED ON A PARKING SPACE
2. A NEW GRAVEL PARKING AREA HAS BEEN PROVIDED
TO SITE RESTRICTIONS.
BE GRADED TO PROMOTE PROPER DRAINAGE AND ADHERE
1. ALL CONTOURS ARE APPROXIMATE AND THE SITE SHALL
CE SHOPS
PROPOSED
22 SPACES
GRAVEL PARKING AREA
19 m m
24 SPACES
GRAVEL PARKING AREA
m
20m
Entrance
Vehicle
E n t r a n c e
V e h ic le
20m
7.3m
25.3 m
5m
STANDOFF
12m SNOW m
20m
15m
2.5m+/-m
80 m
X m
CRESENT ROAD
(typ)
3m
(typ)
6m t y p m t y p m t y p m t y p m
A C
E S
G R
A V
R K
IN
E A t y p m t y p m t y p m t y p m
5m
COLLECTOR
FOR SAW DUST
NEW CONC. SLAB
S T
A N
D O
F F
O W m m
FFL (60.25)
57.2
57.5
58.0
58.5
57.75
58.25
.0
59.0
57.5
58.0
58.5
59.0
59.5
57.75
59.25
58.75
58.25
60.0
59.75
60.0
59.75
.0
60.5
60.25
59.25
59.0
59.5
57.25
57.75
58.25
57.5
58.0
58.558.75
59.0
59.25
(54.75)
.5
(59.75)
(60)
(5 4.
5)
(55)
(55.2 5)
(55.25)
(55 .5)
(55.5)
(55.5)
55.75
(55.75)
(55.75)
(55.75)
(5
(56)
(56)
(56.2 5)
(56.25)
(56.25)
(56.25)
(56.25)
(56.5)
(5 .5
(56.5)
(56.5)
(56.5)
.5
.5
(5 6.
5)
.5
(56.75)
(56.75)
(56.75)
(5 .7
(5 .7
.7
(5 .7
.7
.7
(5 .7
(5 .7
(56.75)
(56.75)
(5
(57)
(57)
(57)
(57)
(57)
(57)
(57)
(5
(57
(57)
(5
(57)
(57
(57)
(57)
(57)
.7
(57.25)
(57.25)
.2
(5 7.
.2
(57.25)
(57.25)
.2
.2
.2
(57.25)
(57.25)
(57.5)
(57.5)
.5
(57.5)
(57.5)
(57.5)
(57.5)
(57.75)
(57.75)
.7
(57.75)
(57.75)
(57.75)
(57.75)
(58)
(58)
(58)
(58)
(5
(58)
(58.25)
(58.25)
(58.25)
(58.25)
(5 .2
(58.25)
(58.25)
(58.25)
(58.5
(58.5)
(58.5)
(58.5)
(58.5)
(58.5)
.5
(58 .5)
(5 .5
(58 .75
(59.5)
(58.75)
(58.75)
.7
(5 .7
(58 .75
.7
(58.75)
(58.75)
(59)
(59)
(59)
(59
(59)
(59.25
(59.25)
(59.25)
(5 9.
(5 .2
(59.25)
(59.25)
(59.25)
(59.5)
(59.5)
(5 .5
(60 .75
(59.75)
(5 .7
(59.75)
(6 0)
(60)
(60)
(6 0.
(60.25)
(60.2 5)
(6 0.
5)
(60.5)
(60.75)
.7
(57.25)
(59.5)
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
0 5 10 20
1:500 (METERS)TRUE NORTH PLAN NORTH
NWIND
C-109
N T
R O
L P
L A
N E
R O
S
IO
N S
E D
IM
E N
T
EXISTING BUILDINGS TO REMAIN
LIMIT OF DISTURBANCE
SILT FENCE (Approx. Location)
EXISTING CONTOURS
PROPOSED CONTOURS
AREA
STAGING
LEGEND (C-110)
ROAD TO STAGING AREA
LOCATION OF NEW ACCESS
AREA
STAGING
APPROX. LOCATION OF STAGING AREA
N
7. SEE SITE DETAILS ON SHEET C-503.
BE LOCATED AS SHOWN ON THIS SHEET.
FILL WORK. DURING BUILDING CONSTRUCTION, THE SILT FENCING SHALL
EXTENT OF GRADING DURING INITIAL CONSTRUCTION PHASE OF GRADING/
6. SILT FENCING TO BE LOCATED AT THE LIMITS OF DISTURBANCE/
CONDITION AT ALL TIMES.
ON ALL SIDES. CONTRACTOR SHALL MAINTAIN SILT FENCING IN GOOD
5. SILT FENCING SHALL BE INSTALLED AROUND THE STAGING AREAS
VEHICLE MAINTENANCE BUILDING HAS STARTED.
COULD BE USED IN THE EVENT THAT CONSTRUCTION OF THE FY14
COR. TWO ALTERNATIVE SITES ARE SHOWN ON SHEET C-102, THAT
BY THE CONTRACTOR AND APPROVED BY THULE AB/BMC AND THE
4. ADDITIONAL OR ALTERNATIVE STAGING AREAS MAY BE SUGGESTED
THULE AB/BASE MAINTENANCE CONTRACTOR (BMC) AND THE COR.
PLAN, INCLUDING PROPOSED STORAGE HEIGHTS TO BE APPROVED BY
SHOWN AS APPROXIMATE. THE CONTRACTOR WILL SUBMIT A FINAL
3. THE STAGING AREA AND ACCESS ROAD TO THE STAGING AREA ARE
E&SC - EROSION AND SEDIMENT CONTROL
2. COR - CONTRACTING OFFICER’S REPRESENTATIVE
1. ALL CONTOURS ARE IN METERS BASED ON LOCAL DATUM.
CE SHOPS
PROPOSED
(57.75)
(58) (58.25)
CRESENT ROAD
FFL (60.25)
S Y
M B
O L
R E
V I
S I
O N
D E
S C
R I
P T I
O N
D A
T E
A P
P R
***SAFETY PAYS***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
N
R
R O
D E
R
A Z
A
A N
A
T E
S O
L I
C I
T A
T I
C O
N T
R A
F I
M B
E R
F I
M E
P L
T E
C
D
D E
S I
G N
S U
B M I
T T
P L
A L
E
S I
Z E
P R
O J
E
A T
U S
C O
N S
O L
ID
A T
E D C
IV
IL
E
N G
IN
E E
R
IN
G
S H
O P
S A
N D S
U P
P L
Y F
A C
IL
IT
Y
W W
C X
NUMBER:
REFERENCE
SHEET
K A
W
K A
W
T H
U L E
E
E N
L A
N D h t t p w w w n a n u s a c e a r m y m i l
N
S T
R I
C T
U
S
A R
R
E N
G I
N E
E R
S
District New York of Engineers US Army Corps
B M I
S S I
O N
O C
T
(54.75)
.5
(59.75)
(60)
(5 4.
5)
(5 .7
(55)
(5
(55)
.2
(55.25)
(55.2 5)
(55.25)
(55 .5)
(55.5)
(55.5)
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