Drawings_VA_Albany_Parking_Garage.pdf
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- Samuel S. Stratton Department of Veterans Affairs Medical Center Parking Garage, Albany, NY
- Solicitation number
- W912DS18R0020
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| File | Type | Posted |
|---|---|---|
| Design_Narrative_VA_Albany_Parking_Garage.pdf | ||
| W912DS18R0022.pdf | ||
| Specifications_VA_Albany_Parking_Garage.pdf |
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NEW YORK STATE
0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'
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US Army Corps of Engineers
1 2 3 54
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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DRAWING LIST
GENERAL
--- COVER SHEET
CIVIL
CD-101 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN
CS-101 SITE PLAN
ARCHITECTURAL
A-101 1ST FLOOR PLAN
A-102 2ND FLOOR PLAN
A-201 ELEVATIONS- EXTERIOR
A-301 SECTIONS - BUILDING
A-302 SECTIONS - WALL
ALBANY NY
STRATTON VETERANS AFFAIRS
MEDICAL CENTER GARAGE
ALBANY, NEW YORK
VA PN 528-810
JULY 1, 2018
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NOTE: PROVIDE EROSION & SEDIMENTATION
CONTROL FACILITIES IN COMPLIANCE WITH NEW
YORK STATE DEPARTMENT OF CONSERVATION
STORMWATER PERMIT REQUIREMENTS
REMOVE EXISTING
PAVEMENT
REMOVE EXISTING
ASPHALT PAVEMENT
SAWCUT NEAT, STRAIGHT
LINE AT LIMITS OF
PAVEMENT REMOVAL, TYP.
REMOVE EXISTING
CONCRETE CURB
REMOVE EXISTING
CONCRETE CURB
SAWCUT NEAT STRAIGHT LINE AT
LIMIT OF PAVEMENT REMOVAL, TYP.
REMOVE EXISTING
CONCRETE CURB
REMOVE EXISTING
PAVEMENT
SAWCUT NEAT STRAIGHT LINE AT
LIMIT OF PAVEMENT REMOVAL, TYP.
REMOVE EXISTING
CONCRETE CURB
REMOVE EXISTING
PAVEMENT
REMOVE SIGN, TYP.
SAWCUT NEAT STRAIGHT LINE AT
LIMIT OF PAVEMENT REMOVAL, TYP.
REMOVE EXISTING
PAVEMENT
REMOVE EXISTING
LIGHT POLE
REMOVE SIGN, TYP.
SAWCUT NEAT STRAIGHT LINE AT
LIMIT OF PAVEMENT REMOVAL, TYP.
SAWCUT NEAT STRAIGHT LINE AT
LIMIT OF PAVEMENT REMOVAL, TYP.
REMOVE EXISTING
PAVEMENT
MARKINGS, TYP.
LIMITS OF ASPHALT
PAVEMENT SURFACE
REMOVAL, TYP.
REMOVE EXISTING BUS STOP
STRUCTURE & FOUNDATION
ALL LIGHTPOLES WITHIN CONTRACT LIMIT LINE SHALL BE
PROTECTED FROM CONSTRUCTION DAMAGE OR REMOVED
AND THEN REPLACED UPON CONSTRUCTION COMPLETION
REMOVE EXISTING
CONCRETE CURB
LIMITS OF ASPHALT
PAVEMENT MILLING
1-1/2" MAX
REMOVE EXISTING
PAVEMENT
MARKINGS, TYP.
LIMITS OF ASPHALT
PAVEMENT MILLING
1-1/2" MAX
LIMIT DURATION OF WORK
TO TWO WEEKS TO ALLOW
EMPLOYEE ACCESS TO
PARKING TO THE NORTH
LIMIT DURATION OF WORK
TO TWO WEEKS TO ALLOW
EMPLOYEE ACCESS TO
PARKING TO THE NORTH
LIMIT DURATION OF ROAD CLOSURE FOR BRIDGE
CONSTRUCTION TO NO MORE THAN ONE MONTH
CONSTRUCTION
ACCESS
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A1 1" = 30'
DEMOLITION AND EROSION & SEDIMENTATION CONTROL PLAN
15 30 60030
SCALE IN FEET
GRAPHIC SCALE
CD-101
0' 8' 16
64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64' 0' 4' 8' 32'16'
PROJECT
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS
PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED
WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED
REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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AutoCAD SHX Text
TRUE NORTH AT THE 74°30' MERIDIAN OF WEST LONGITUDE
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BLP-11
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BLP-13
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ST
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12" CIP
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12" CIP
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10" CIP
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12" CPP
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DMH-10840
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CB-11069
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DMH-10217
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12" CIP
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36" RCP
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36" RCP
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12" SICPP
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12" CIP
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GRATE
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ON PIPE
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CB-10218
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4" PVC
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CB-10219
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4" PVC
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4" PVC
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36" RCP
AutoCAD SHX Text 6"x6" GRATE
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CB-12097
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DMH-12098
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ON PIPE
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12" VTP
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DMH-11006
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CAPPED OFF
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W/ CONC.
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DMH-11045
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12" VTP
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10" VTP
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10" VTP
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10" VTP
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12" PVC
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CB-11660
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10" VTP
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36" RCP
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15" SICPP
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10" VTP
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DMH-11815
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4" CPP
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12" SICPP
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CB-11690
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12" RCP
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DMH-11691
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DMH-11692
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4" PVC
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36" RCP
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CB-11929
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4" PVC
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GRATE
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CB-11619
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CB-11589
AutoCAD SHX Text 6"x6" GRATE
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ON PIPE
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DMH-11593
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10" SICPP
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12" SICPP
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12" SICPP
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CB-11486
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4" CPP
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4" CPP
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4" CPP
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6" PVC
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CB-11605
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CONC. CURB
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BM-4
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PLAQUE
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GUTTER
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KEYPAD
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BM-3
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DRAW GATE
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HYD.
AutoCAD SHX Text W.V.'S
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RIP RAP
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RIP RAP
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TEL. M.H.
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TEL. M.H.
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BM-2
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TEL. M.H.'S
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HYD.
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TEL. M.H.
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TEL. M.H.
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VAULT
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PLAQUE
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BM-1
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METAL HANDRAIL
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1 STY. METAL BUS STOP
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HYD.
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AREA UNDER CONSTRUCTION
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ELKS MEMORIAL DRIVE
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ELKS MEMORIAL DRIVE
AutoCAD SHX Text DMH-10217 RIM 192.38' NE 165.4' SE 165.1' (36" RCP) SE 185.4' (12" SICPP) S 185.5' NW 165.2'
AutoCAD SHX Text DMH-11815 RIM 186.73' NE 171.5' SE 157.5' SW 174.3' NW 183.0' (10" VTP) NW 157.6' (36" RCP)
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DMH-11593 RIM 187.49' SE 180.5' SW 180.9' NW 180.8'
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CB-11486 RIM 189.09' SE 182.6' NW 184.6'
AutoCAD SHX Text CB-11605 RIM 186.45' NE 182.1' (12" SICPP) NE 183.4' (4" CPP) SW 183.4'' NW 183.5'
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CB-11589 RIM 188.78' SE 186.0'
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DMH-11692 RIM 183.97' NW 181.1' SW 181.0' (TO WATER)
AutoCAD SHX Text
CB-11929 RIM 188.87' NE 180.6' NW 186.9'
AutoCAD SHX Text
CB-11660 RIM 187.90' NE 184.1' SW NO PIPE VISIBLE 183.8 TO SEDIMENT
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DMH-11045 RIM 192.80' NE 180.4' SE 180.4' SW 180.4'
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DMH-11006 RIM 193.77' SE 186.8' SW 186.8'
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CB-11069 RIM 195.52' N 192.1'
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DMH-10840 RIM 197.01' SE 190.3' S 190.3' NW 190.3'
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CB-10219 RIM 191.04' SE 188.4' (4" PVC) SE 188.8' (4" PVC) NW 187.0'
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CB-10218 RIM 190.94' N 186.7' NW 188.7'
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HYD.
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HYD.
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ABN.
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12" WATER
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12" WATER
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12" WATER
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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
U
P
U
P
HD
S
D
CB
S
D
S
D
S
D
S
D
RIM:
195.00
RIM:
189.50
196.50
191.20
191.20
191.00
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
C
L
L
LP
S
D
S
D
CO
LP
LP
LP
196.70
S
N
O
R
A
E
A
195.50HP
A
P
P
R
O
X
I
M
A
T
E
E
A
S
E
M
E
N
T
EXISTING BUILDING
B
R
I
D
G
E
PARKING GARAGE
NOTE: PROVIDE STORMWATER MANAGEMENT
FACILITIES IN COMPLIANCE WITH NEW YORK
STATE DEPARTMENT OF CONSERVATION
STORMWATER PERMIT REQUIREMENTS
196.70
189.90
191.00TC
LIMIT OF NEW PAVEMENT
LIMIT OF NEW PAVEMENT
PAINT PAVEMENT STRIPING,
ALIGN WITH EXISTING (TYP.)
REPAINT EXISTING
PAVEMENT MARKINGS
CONCRETE WALK
CONCRETE CURB MATCH
EXISTING, TYP.
CONCRETE WALK
5' WIDE, TYP.
ADA CURB CUTS
SEAL COAT
SURFACE, TYP.
PAINT NEW PAVEMENT LINES,
STRIPING, AND ADA SYMBOLS
ADA PARKING
BOLLARD SIGN, TYP.
"NO PARKING"
BOLLARD SIGN, TYP.
ADA CURB CUT
HYDRODYNAMIC
DEVICE
ADA CURB
CUT, TYP.
ADA CURB
CUT, TYP.
"NO PARKING'
SIGN, TYP.
C
L
L
C L
L
A1
1" = 30'
SITE PLAN
15 30 60030
SCALE IN FEET
GRAPHIC SCALE
CS-101
0' 8' 16
64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64' 0' 4' 8' 32'16'
PROJECT
NORTH
Q P
K
D
E S
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N
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O U
H
L
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A
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T R
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T
S Y
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N
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US Army Corps of Engineers
1 2 3 54
A
B
C
D
U S
A
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Y
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F
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I N
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R S
N E
W
Y
O R
K
D
I S
T R
I C
T
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
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N
U M
B E
R
S I Z
E
S U
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I T
T E
D
B
Y
P L
A
L E
:P L
T
E
C O
N T
R A
S T
R A
T T
T
E R
A N
S
A
F F
A I R
S
M
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I C
A L
C E
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A G
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A L
B A
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Y
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS
PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED
WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED
REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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D A
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T D
AutoCAD SHX Text
TRUE NORTH AT THE 74°30' MERIDIAN OF WEST LONGITUDE
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
12" CIP
AutoCAD SHX Text
12" CIP
AutoCAD SHX Text
10" CIP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
DMH-10840
AutoCAD SHX Text
CB-11069
AutoCAD SHX Text
DMH-10217
AutoCAD SHX Text
12" CIP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
12" SICPP
AutoCAD SHX Text
12" CIP
AutoCAD SHX Text 6"x6"
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
ON PIPE
AutoCAD SHX Text
CB-10218
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
CB-10219
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text 6"x6" GRATE
AutoCAD SHX Text
CB-12097
AutoCAD SHX Text
DMH-12098
AutoCAD SHX Text
ON PIPE
AutoCAD SHX Text
12" VTP
AutoCAD SHX Text
DMH-11006
AutoCAD SHX Text
CAPPED OFF
AutoCAD SHX Text
W/ CONC.
AutoCAD SHX Text
DMH-11045
AutoCAD SHX Text
12" VTP
AutoCAD SHX Text
10" VTP
AutoCAD SHX Text
10" VTP
AutoCAD SHX Text
10" VTP
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
CB-11660
AutoCAD SHX Text
10" VTP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
15" SICPP
AutoCAD SHX Text
10" VTP
AutoCAD SHX Text
DMH-11815
AutoCAD SHX Text
4" CPP
AutoCAD SHX Text
12" SICPP
AutoCAD SHX Text
CB-11690
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
DMH-11691
AutoCAD SHX Text
DMH-11692
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
CB-11929
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
GRATE
AutoCAD SHX Text
CB-11619
AutoCAD SHX Text
CB-11589
AutoCAD SHX Text 6"x6" GRATE
AutoCAD SHX Text
ON PIPE
AutoCAD SHX Text
DMH-11593
AutoCAD SHX Text
10" SICPP
AutoCAD SHX Text
12" SICPP
AutoCAD SHX Text
12" SICPP
AutoCAD SHX Text
CB-11486
AutoCAD SHX Text
4" CPP
AutoCAD SHX Text
4" CPP
AutoCAD SHX Text
4" CPP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
CB-11605
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
KEYPAD
AutoCAD SHX Text
DRAW GATE
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
TEL. M.H.
AutoCAD SHX Text
TEL. M.H.
AutoCAD SHX Text
TEL. M.H.'S
AutoCAD SHX Text
TEL. M.H.
AutoCAD SHX Text
TEL. M.H.
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
AREA UNDER CONSTRUCTION
AutoCAD SHX Text
ELKS MEMORIAL DRIVE
AutoCAD SHX Text
ELKS MEMORIAL DRIVE
AutoCAD SHX Text DMH-10217 RIM 192.38' NE 165.4' SE 165.1' (36" RCP) SE 185.4' (12" SICPP) S 185.5' NW 165.2'
AutoCAD SHX Text DMH-11815 RIM 186.73' NE 171.5' SE 157.5' SW 174.3' NW 183.0' (10" VTP) NW 157.6' (36" RCP)
AutoCAD SHX Text
DMH-11593 RIM 187.49' SE 180.5' SW 180.9' NW 180.8'
AutoCAD SHX Text
CB-11486 RIM 189.09' SE 182.6' NW 184.6'
AutoCAD SHX Text CB-11605 RIM 186.45' NE 182.1' (12" SICPP) NE 183.4' (4" CPP) SW 183.4'' NW 183.5'
AutoCAD SHX Text
CB-11589 RIM 188.78' SE 186.0'
AutoCAD SHX Text
DMH-11692 RIM 183.97' NW 181.1' SW 181.0' (TO WATER)
AutoCAD SHX Text
CB-11929 RIM 188.87' NE 180.6' NW 186.9'
AutoCAD SHX Text
CB-11660 RIM 187.90' NE 184.1' SW NO PIPE VISIBLE 183.8 TO SEDIMENT
AutoCAD SHX Text
DMH-11045 RIM 192.80' NE 180.4' SE 180.4' SW 180.4'
AutoCAD SHX Text
DMH-11006 RIM 193.77' SE 186.8' SW 186.8'
AutoCAD SHX Text
CB-11069 RIM 195.52' N 192.1'
AutoCAD SHX Text
DMH-10840 RIM 197.01' SE 190.3' S 190.3' NW 190.3'
AutoCAD SHX Text
CB-10219 RIM 191.04' SE 188.4' (4" PVC) SE 188.8' (4" PVC) NW 187.0'
AutoCAD SHX Text
CB-10218 RIM 190.94' N 186.7' NW 188.7'
AutoCAD SHX Text
HYD.
AutoCAD SHX Text W.V.'S
AutoCAD SHX Text W.V.'S
AutoCAD SHX Text W.V.
AutoCAD SHX Text
HYD.
AutoCAD SHX Text W.V.'S
AutoCAD SHX Text
HYD.
AutoCAD SHX Text
ABN.
AutoCAD SHX Text
12" WATER
AutoCAD SHX Text
12" WATER
AutoCAD SHX Text
12" WATER
AutoCAD SHX Text
12" WATER
UP
UP
DN UP
UPDN
A-201
B1
A-201
B4
A-201A-201 A1D1
A
B
C
D
E
F
1 3 542
B1
A-301
B1
A-301
H C
P
H C
P -V
A N
H C
P -V
A N
H C
P -V
A N
'-0
'-0
'-0
'-0
'-0
26'-0"33'-0"33'-0"26'-0"
D1
A-301
D1
A-301
A3
A-301
A3
A-301
FIRST LEVEL PARKING:
5 MOTORCYCLE
6 HCP
13 STANDARD
24 RAMP UP
24 RAMP DOWN
61 STANDARD PARKING
R A
M P
D O
W N
BOOTH
H C
P
HCP
R A
M P
U P
UNEXCAVATED AREA
LEVEL 0.5
ELEVATION: -5'-6"
LEVEL 1.0
ELEVATION: 0'-0"
BRIDGE OVERHEAD
TYPICAL TO DRAIN
MINIMUM 1 % SLOPE
TYPICAL TO DRAIN
MINIMUM 1 % SLOPE
T Y
P
IC
A L
T O
D R
A
IN
M
IN
IM
U
M
S
LO
P
E T
Y P
IC
A
L T
O D
R A
IN
M
IN
IM
U
M
S
LO
P
E
M
O T
O R
C Y
C L
E
SLIDING CHAIN LINK
SECURITY GATE
UTILITY
RM
TYPICAL FLOOR
DRAIN
PROVIDE OH "BANG" BARS NOTING
VERTICALCLEARANCES BEYOND HCP
VAN ACCESSIBLE AREA IF OTHER THAN
98" IS MAINTAINED
MAINTAIN A MINIMUM
98" VERTICAL
CLEARANCE FOR HCP
VAN ACCESS
A-201
B1
A-201
B4
A-201A-201 A1D1
A
B
C
D
E
F
1 3 542
B1
A-301
B1
A-301
H C
P
H C
P
H C
P
H C
P
'-0
'-0
'-0
'-0
'-0
27'-6"
26'-0"33'-0"33'-0"26'-0"
2' -0
'-0
2' -0
D1
A-301
D1
A-301
A3
A-301
A3
A-301
2ND LEVEL PARKING:
5 MOTORCYCLE
6 HCP
17 STANDARD
24 RAMP UP
24 RAMP DOWN
65 STANDARD PARKING
H C
P
R A
M P
U P
R A
M P
D O
W N
H C
P
LEVEL 1.5
ELEVATION: +5'-10"
LEVEL 2.0
ELEVATION: +11'-8"
BRIDGE OVERHEAD
TYPICAL TO DRAIN
MINIMUM 1 % SLOPE
TYPICAL TO DRAIN
MINIMUM 1 % SLOPE
T Y
P
IC
A L
T O
D R
A
IN
M
IN
IM
U
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S
LO
P
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Y P
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A
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R A
IN
M
IN
IM
U
M
S
LO
P
E
M
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C Y
C L
E
2' -0
'-4
2' -0
TYPICAL FLOOR DRAIN
TYPICAL FLOOR
DRAIN
0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'
PROJECT
NORTH
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K D
E S
IG
N
S
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S A
L
IN
A S
T R
E E
T S
Y R
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K
US Army Corps of Engineers
1 2 3 54
A
B
C
D
U .S
A
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P S
O F
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G
IN
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K D
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IO
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C K
D B
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D E
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IG
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F
IL
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G E
A L
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N Y
N
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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SCALE: 1/16" = 1'-0"
A1
FIRST FLOOR LEVEL
SCALE: 1/16" = 1'-0"
A3
SECOND FLOOR LEVEL
UPDN DN
A-201
B1
A-201
B4
A-201A-201 A1D1
'-0
27'-6"
'-0
'-0
A
B
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F
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3'-0"81'-0"
B1
A-301
B1
A-301
H C
P
H C
P
H C
P
H C
P R
A M
P D
O W
N
'-0
'-0
'-0
'-0
'-0
26'-0"33'-0"33'-0"26'-0"
D1
A-301
D1
A-301
A3
A-301
A3
A-301
3RD LEVEL PARKING:
5 MOTORCYCLE
6 HCP
17 STANDARD
24 RAMP DOWN
41 STANDARD PARKING
H C
P
H C
P
3 3
LEVEL 2.5
ELEVATION: +17'-6"
LEVEL 3.0
ELEVATION: +23'-4"
BRIDGE OVERHEAD
TYPICAL TO DRAIN
MINIMUM 1 % SLOPE
T Y
P
IC
A L T
O D
R A
IN
M
IN
IM
U
M
S
L O
P E
T Y
P
IC
A L T
O D
R A
IN
M
IN
IM
U
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S
L O
P E
M
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O R
C Y
C L
E
TOTAL PARKING: 167 STANDARD
18 HCP
15 MOTORCYCLE
TYPICAL FLOOR
DRAIN
TYPICAL FLOOR
DRAIN
POLE MOUNTED
LIGHT FIXTURE
POLE MOUNTED
LIGHT FIXTURE
A-201
B1
A-201
B4
A-201 D1
A
B
C
D
E
F
1 3 542
B1
A-301
B1
A-301
D1
A-301
D1
A-301
A3
A-301
REMOVE EXISTING WINDOW, MODIFY EXISTING
RADIATION, PROVIDE NEW FINISHED OPENING AND
LINTEL &DOUBLE GLAZED ALUM DOORS W/
AUTOMATIC OPERATOR. IT IS INTENDED THAT BRIDGE
STRUCTURE BE INDEPENDANT OF EXISTING
EXTERIOR WALL AND CONTAIN A BUILDING
EXPANSION JOINT. ALL EXPOSED EXISTING
ASSEMBLIES SHALL BE FINISHED TO MATCH
ADJACENT FINISHES.
DOUBLE GLAZED ALUM
DOORS W/ AUTOMATIC
OPERATOR
ELEC
RM
36'-0"
C
LE
AR
W
ID
TH
8' -0
0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'
PROJECT
NORTH
Q P
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E S
IG
N
S
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S A
L
IN
A S
T R
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US Army Corps of Engineers
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A
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F
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D B
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D E
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Y
D A
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F
IL
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A L E
P
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P N
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A
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R A
G E
A L
B A
N Y
N
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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P L A
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SCALE: 1/16" = 1'-0"
A1
THIRD FLOOR LEVEL
SCALE: 1/16" = 1'-0"
A3
FOURTH FLOOR LEVEL
DELETE LEVEL
3 DOWN TO 2.5
DELETE BRIDGE OPTION
TO SLAB
0"
TO SLAB
0"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - BASEMENT
-5'-6"
TO SLAB - BASEMENT
-5'-6"
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
ABCDEF
56'-0" 36'-0" 36'-0" 36'-0" 48'-0"
A3
A-301
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 1.5
5'-10"
TO SLAB - 1.5
5'-10"
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
TO SLAB - 3.5
29'-2"
TO SLAB - 3.5
29'-2"
LAMINATED CLEAR GLASS
AT CURTAIN WALL SYSTEM.
ALUM LOUVER
PRE CAST PANELS W/ INSET
FACE BRICK (COLOR #1)
ANTI-CLIMB FENCE
ANTI-CLIMB FENCE
CONCRETE
PROVIDE CLEARANCE "BANG" BAR
LABELED WITH MINIMUM HEIGHT
RESTRICTION
TO SLAB
0"
TO SLAB
0"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
A B C D E F
56'-0"36'-0"36'-0"36'-0"48'-0"
A3
A-301
CURTAIN WALL SYSTEM AT BRIDGE.
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 1.5
5'-10"
TO SLAB - 1.5
5'-10"
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
TO SLAB - 3.5
29'-2"
TO SLAB - 3.5
29'-2"
EIFS
ALUM LOUVER
ANTI-CLIMB FENCE
PRE CAST PANELS W/ INSET
FACE BRICK (COLOR #1)
TO SLAB
0"
TO SLAB
0"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - BASEMENT
-5'-6"
TO SLAB - BASEMENT
-5'-6"
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
135 4 2
B1
A-301
D1
A-301
26'-0" 33'-0" 33'-0" 26'-0"
PRE CAST PANELS W/ INSET
FACE BRICK (COLOR #1)
CURTAIN WALL
SYSTEM AT BRIDGE
ANTI-CLIMB FENCE
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 1.5
5'-10"
TO SLAB - 1.5
5'-10"
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
TO SLAB - 3.5
29'-2"
TO SLAB - 3.5
29'-2"
BRICK (COLOR #2)
CONC PIERS CONC PIERS
INSULATED METAL
PANELS
GLAZING
SEE NOTE
ON A-102
TO SLAB
0"
TO SLAB
0"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
1 3 542
B1
A-301
D1
A-301
26'-0" 33'-0" 33'-0" 26'-0"
BRICK (COLOR #2)
ANTI-CLIMB FENCE
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 1.5
5'-10"
TO SLAB - 1.5
5'-10"
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
TO SLAB - 3.5
29'-2"
TO SLAB - 3.5
29'-2"
SWING GATE FOR
SNOW REMOVAL
10'-0" 10'-0"
9' -0
0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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SCALE: 1/16" = 1'-0"
D1
WEST ELEVATION
SCALE: 1/16" = 1'-0"
A1
EAST ELEVATION
SCALE: 1/16" = 1'-0"
B1
NORTH ELEVATION
SCALE: 1/16" = 1'-0"
B4
SOUTH ELEVATION
DELETE LEVEL 3 OPTION
DELETE LEVEL
3 OPTION
DELETE LEVEL
3 OPTION
DELETE BRIDGE OPTION
TO SLAB
0"
TO SLAB
0"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - BASEMENT
-5'-6"
TO SLAB - BASEMENT
-5'-6"
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
A B C D E F A3
A-301
A-302
A4
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 1.5
5'-10"
TO SLAB - 1.5
5'-10"
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
TO SLAB - 3.5
29'-2"
TO SLAB - 3.5
29'-2"
A-302
A1
TO SLAB
0"
TO SLAB
0"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
ABCDEF
A3
A-301
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 1.5
5'-10"
TO SLAB - 1.5
5'-10"
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
TO SLAB - 3.5
29'-2"
TO SLAB - 3.5
29'-2"
NOTE: PROVIDE BUMPER GUARDS
AND GUARD RAILS ALONG BOTH
SIDES COLUMN LINE 3 ALL FLOORS
TO SLAB
0"
TO SLAB
0"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 2ND FLR
11'-8"
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
1 3 542
B1
A-301
D1
A-301
26'-0" 33'-0" 33'-0" 26'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 4TH FLR
35'-0"
TO SLAB - 1.5
5'-10"
TO SLAB - 1.5
5'-10"
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
TO SLAB - 3.5
29'-2"
TO SLAB - 3.5
29'-2"
3'
-0
1'
-0
5'
-0
4'
-4
'-0
0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'
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A L
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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SCALE: 1/16" = 1'-0"
B1
BLDG SECTION - EAST WEST AT RAMPS
SCALE: 1/16" = 1'-0"
D1
BLDG SECT-EAST WEST AT STAIR & BRIDGE
SCALE: 1/16" = 1'-0"
A3
BLDG SECTION - NORTH SOUTH AT ELEV
DELETE 3 LEVEL OPTION
DELETE LEVEL
3 OPTION
DELETE LEVEL
3 OPTION
TO SLAB - 3RD FLR
23'-4"
TO SLAB - 3RD FLR
23'-4"
F
ANTI-CLIMB FENCE W/
VERTICAL SUPPORT AS
REQ'D BY FENCE SYSTEM
2" HIGH PERIMETER
"WASH" - TYP
STRUCTURAL SYSTEM ILLUSTRATED AS
PRE-CAST CONCRETE
1 1/2" THIN FACING
BRICK
PRECAST CONCRETE
SPANDREL W/ INSET
THIN BRICK FACING
COLUMN BEYOND
6" 6"
1'-0"
1'-3"
6"
9"
1" SEALANT JOINT &
BACKER ROD - TYP
MINIMUM 2" THICK
A
TO SLAB - 2.5
17'-6"
TO SLAB - 2.5
17'-6"
ANTI-CLIMB FENCE W/ VERTICAL
SUPPORT AS REQ'D BY FENCE SYSTEM
BUMPER GUARD RAILS 6X6 GALV.
POWDER COATED STEEL TUBES
FACE OF COLUMN BEYOND
STRUCTURAL SYSTEM ILLUSTRATED AS
PRE-CAST CONCRETE
1'-6" 6"
9"
1" SEALANT JOINT & BACKER ROD - TYP
0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'
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US Army Corps of Engineers
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U .S
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G E
A L
B A
N Y
N
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
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W A
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SCALE: 1 1/2" = 1'-0"
A4
WALL SECTION-TYP AT TOP LEVEL
SCALE: 1 1/2" = 1'-0"
A1
WALL SECTION-TYP STEEL TUBE BARRIER SYS
NOTE: WALL SECTION DETAILS ARE INTENDED TO ILLUSTRATE BASIC
PERIMETER CONDITIONS FOR SPANDREL FENCING AND GUARD RAILS.
SPECIFIC REQUIREMENTS FOR STRUCTURAL CONNECTIONS, MEMBER TYPES
& SIZES, BEARING CONDITIONS WILL BE THE RESPONSIBILITY OF THE DESIGN
BUILDER AND DEPENDENT ON STRUCTURAL SYSTEM SELECTED
ALSO PROVIDE SIMILAR BUMPER GUARD RAILS AND GUARD RAIL SYSTEM(S) ON
COLUMN LINE 3 BETWEEN COLUMNS B AND C. ALSO PROVIDE GUARD RAIL SYSTEM
ON COLUMN LINE 3 BETWEEN COLUMNS 1 AND 3 AT THE THIRD FLOOR
| Sheets |
| --- - COVER SHEET |
| A-101 - 1ST FLOOR PLAN |
| A-102 - 2ND FLOOR PLAN |
| A-201 - ELEVATIONS- EXTERIOR |
| A-301 - SECTIONS - BUILDING |
| A-302 - SECTIONS - WALL |
File details come from the government source that posted it.