CEAC_Amendment 8_Drawings.pdf
PDF 16 MB Posted
- Attached to
- Cyber Engineering and Academic Center (CEAC), United States Military Academy, West Point, NY
- Solicitation number
- W912DS19R0019
About this file
This document provides details on a federal solicitation for construction services. The U.S. Army Corps of Engineers, New York District is seeking a firm fixed-price construction contract to build the new Cyber Engineering and Academic Center (CEAC) at the United States Military Academy in West Point, New York. The 136,000 square foot, four-story facility will provide innovative learning spaces for three academic engineering departments and include a signature meeting space and collaboration area. The selected contractor will be responsible for demolishing and removing approximately 300,000 cubic yards of granite to level the site, and constructing the building, parking structure, and pedestrian bridge connecting the new building to existing facilities over a period of 1461 calendar days. Proposals are due electronically by the date specified in the solicitation. The estimated value of the contract is between $100 million and $250 million.
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COULD NOT OPEN
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SAMH2457K29
RIM:151.79
(S) INV. IN:147.59
(SW) INV. IN:147.77
INV. OUT:147.46
RIM:154.54
INV. IN:148.71
INV. OUT:148.00
RIM:155.34
SUMP:140.82
NO PIPES VISIBLE
RIM:151.75
INV. IN:146.75
INV. OUT:146.65
RIM:148.19
(S) INV. IN:142.87
(SW) INV. IN:142.84
INV. OUT:142.77
(N) INV. OUT:145.52
(SW) INV. IN:147.22
STMH2456K29
RIM:151.76
(N) INV. OUT:142.36
(S) INV. IN:142.51
RIM:149.75
RIM FILLED WITH CONC.
STMH2428K29
RIM:148.40
(N) INV. OUT:140.70
(E) INV. IN:143.00
(S) INV. IN:140.75
(W) INV. IN:142.20
STCB2429K29
RIM:148.05
INV. OUT:143.55
RIM:143.08
(N) INV. OUT:134.98
(E) INV. IN:137.98
(S) INV. IN:135.03
STCB2433K29
RIM:142.79
INV. OUT:139.02
STCB2515K29
RIM:209.76
INV. IN:207.52
INV. OUT:207.50
STOF2514K29
10" PVC
INV:206.56
RIM:210.11
INV. IN:207.96
INV. OUT:208.13
RIM:212.00
INV. IN:210.25
INV. OUT:209.59
RIM:203.35
INV. IN:201.60
INV. OUT:201.00
10" PVC
INV:200.38
STCB2509K29
RIM:170.67
INV. OUT:167.25
STCB2518K29
RIM:172.59
FILLED W/
DEBRIS
(SE) INV. IN:163.44
(NW) INV. IN:163.61
STCB1837J29
RIM:156.80
INV. OUT:155.22
STCB2423K29
RIM:153.31
NO VISIBLE PIPES
SWMH2424K29
RIM:153.87
(SW) INV. IN:149.81
(NE) INV. IN:149.92
INV. OUT:149.85
STCB2451K29
RIM:153.16
INV. IN:146.86
INV. OUT:144.51
SAMH2427K29
RIM:150.78
(S) INV. IN:144.32
(SW) INV. IN:145.25
INV. OUT:144.24
SWMH2085L29
RIM:154.51
(S) INV. IN:132.20
(W) INV. IN:135.71
INV. OUT:131.98
RIM:150.39
INV. OUT:147.10
RIM:151.01
(N) INV. IN:146.03
(E) INV. OUT:134.56
(SW) INV. IN:142.66
SAMH1767J29
RIM:152.13
(S) INV. IN:131.73
(SE) INV. IN:150.03
INV. OUT:131.80
RIM:152.56
PINNED COULD
NOT OPEN
RIM:153.75
PINNED COULD
NOT OPEN
RIM:153.53
INV. OUT:151.51
RIM:152.70
INV. IN:147.70
INV. OUT:147.45
RIM:153.12
INV. IN:147.57
INV. OUT:147.47
STCB1838J29
RIM:158.55
INV. IN:154.68
INV. OUT:154.18
RIM:154.29
PINNED COULD
NOT OPEN
RIM:157.12
INV. OUT:147.59
STCB1839J29
RIM:158.43
(S) INV. IN:152.61
(N) INV. IN:152.63
INV. OUT:151.86
STCB2087J29
RIM:157.42
INV. IN:156.02
INV. OUT:152.73
STCB1896J29
RIM:157.56
INV. OUT:156.18
STCB1900J29
RIM:163.84
INV. IN:160.71
INV. OUT:159.29
STMH1899J29
RIM:169.06
INV. OUT:162.80
STCB1905J29
RIM:167.30
INV. IN:165.89
INV. OUT:165.67
STCB1904J29
RIM:167.35
SUMP:165.90
STCB1904J29
RIM:167.31
SUMP:165.80
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STCB2444K29
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STMH2445K29
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RIM:197.45
(W) INV. OUT:193.68
(N) INV. IN:194.75
SD
C B
C B
C
M
M
E E
W
W
E
F D
C B
E
M
C
E
C B
E
G
G
G
G
G G
G G
G G
G
G
S D
S D
RIM:158.13
(W) INV. IN:151.68
(E) INV. OUT:151.98
RIM:155.65
(W) INV. IN:149.72
(E) INV. OUT:149.85
R
C P
R
C P
STEAM
SHERMAN
BARRACKS
LEE BARRACKS
5 STORY
STONE
MASONRY
BUILDING
S
D
S
D
RIM:168.80
(SW) INV. IN:166.10
(NE) INV. OUT:166.30
LOADING DOCK
C
O
N
C
W
A
L
K
FENCE
SD
S
D
X
X
X
X
X
RIM:175.96
(SW) INV. IN:173.64
(NE) INV. OUT:172.55
STEAM
TRASH
COMPACTOR
UNKNOWN VENTS
RETAINING
WALL
EDGE OF
CONC. SLAB
RETAINING
WALL
G R
A T
E
1 STORY BUILDING
UNKNOWN VENTS
PAVEMENT EDGE
ASPHALT PARKING LOT
DRAINAGE STRUCTURE
134.17 BC
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
134.57 BC
X
X
X
X
X
X
X
X
X
X
STMH2446K29
RIM:135.67
135.70 BC
136.17 TC
135.36 BC
135.81 TC
134.98 BC
135.42 TC
134.61 TC
135.01 TC
135.07 BW
STN. RETAINING WALL
C
O
N
C
W
A
L K
136.27 BW
139.39 TW
135.89 BW
139.09 TW
135.49 BW
138.72 TW
128.34 BW
138.32 TW
134.66 BW
137.91 TW
139.40 TW
127.64 BW
139.00 TW
127.92 BW
138.62 TW
138.21 TW
128.82 BW
137.80 TW
129.31 BW
S
W
W
W
W
W
W
W
EXISTING
WATERLINE PER
WEST POINT GIS
MAPPING
APPROXIMATE
LOCATION OF
EXISTING
WATERLINE
WITHIN WODDED
AREA PATH
W W W W W W W W W W W W W W W W W W W W W W W
MEET
EXISTING
X
X
X
X
X
X
X
X
X
X
X
X
N
NOTES:
1. THE ENTIRE AREA WITHIN THE LIMIT OF PROJECT AREA SHALL
BE CLEARED AND REGRADED AS REQUIRED FOR
CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
2. CONTRACTOR TRAILERS AND/OR MATERIAL STORAGE SHALL BE
KEPT WITHIN THE LIMIT OF PROJECT AREA. REFER TO SHEET
CS108 FOR ADDITIONAL STORAGE AND STAGING AREAS AND
TRUCK ACCESS.
3. EXCAVATE ROCK TO DEPTHS AS REQUIRED FOR
CONSTRUCTION OF SITE IMPROVEMENTS.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
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 E
W
Y
O R
K
N
Y
W D
S D
M A
Y
A N
S I
D
W D
S D
W E
I N
T
N
Y
C Y
B E
G
I N
E E
R I N
G
A C
A D
E M
N
T E
R
A
R
K I N
G
S
T R
U C
T U
R E
F Y
P
N
F
Y
P
N
RTA SUBMISSION
G C
J M
D P
K M
D E
M O
L I T
I O
N
P
L A
N
N
O R
T H
C I V
I L
CD101
M A
T C
H
L
I N
E
C
D
30' 60'0
N
A1
DEMOLITION PLAN - NORTH
SCALE: 1"=30'
SHEET KEYNOTES
1. INDIVIDUAL TREE(S) TBR (TYP.)
2. ASPHALT PAVEMENT / ASPHALT WALKWAY TBR
3. COMMUNICATION CONDUIT / DUCTBANK / MANHOLE / CABLING TBR
4. OVERHEAD ELECTRIC / COMMUNICATIONS / UTILITY POLE TBR BY OTHERS
5. ELECTRICAL CONDUIT / DUCTBANK / MANHOLE TBR
6. ELEVATED STAIRS TBR
7. CONCRETE DRAINAGE GUTTER TBR
8. STORM DRAINAGE PIPING SYSTEM AND STRUCTURES TBR (TYP.)
9. RETAINING WALL(S) AND STAIRS TBR (EXISTING WALL #9)
10. IRON FENCE AND GATE(S) TBR
11. SIGNAGE TBR (TYP.)
12. GUARDRAIL TBR
13. WOOD FRAME HOUSE / DECK / PORCH / PATIO / AC UNIT / BILCO DOOR, ETC. TBR
14. TRAILER / DECK(S) TBR BY OTHERS
15. STONE WALL(S) TBR
16. CONCRETE CURBING TBR
17. CONCRETE BOLLARD(S) TBR
18. UTILITY POLE(S) TBR
19. RIP RAP DRAINAGE TBR
20. LIGHT(S) UTILITY POLE(S) TBR
21. GARDEN / PLANTER BOX(S) RAILROAD TIES(S) TBR
22. CHAIN LINK FENCE TBR
23. HIGH PRESSURE STEAM PIPE TBR
24. CONCRETE WALKWAY TBR
25. CONCRETE / STONE STAIRS TBR (TYP.)
26. SANITARY LINE TBR
27. SAW CUT EXISTING PAVEMENT
28. PAVEMENT REMOVAL FULL DEPTH FOR UTILITY INSTALLATION
29. PAVEMENT 2" MILLING
30. APPROXIMATE LIMIT OF PROJECT AREA
31. APPROXIMATE LIMIT OF ROCK EXCAVATION
32. WOODED AREA TO BE CLEARED OF ALL VEGETATION
33. LOCATION OF PREVIOUSLY DEMOLISHED APARTMENT BUILDING. FOUNDATION
MAY EXIST BELOW GRADE
34. WATERMAIN TBR, CUT & CAP @ EXISTING TO REMAIN, ALL LOCATIONS
35. APPROXIMATE LIMIT OF WOODED AREA REMOVAL. NEW TREE LINE
36. REMOVE EXISTING WEDGE/BOLLARDS/GUARD BOOTH IN ENTIRETY. REMOVE
POWER TO SOURCE. RESTORE TO MATCH EXISTING
37. TREE PROTECTION, SEE LANDSCAPE DETAILS
38. DECORATIVE LIGHTS AND ASSOCIATED CONDUIT / CABLING ALONG THAYER
ROAD TBR (TYP.)
39. CUT/CAP EXISTING SANITARY AND PLUG ABANDONED LINES AT MANHOLE
40. CUT/CAP AND REMOVE COMMUNICATION VAULT AND ABANDONED CONDUITS.
PLUG COMMUNICATION CONDUITS IN THAYER ROAD MANHOLE.
A M
E N
D M
E N
T
A M
E N
D M
E N
T
AutoCAD SHX Text
CBS56
AutoCAD SHX Text
CBS57
AutoCAD SHX Text
CBS 58
AutoCAD SHX Text
CBS 60
AutoCAD SHX Text
CBS 61
AutoCAD SHX Text
CBS62 M NAIL SET
AutoCAD SHX Text
CBS63 M NAIL SET
AutoCAD SHX Text
CBS 64
AutoCAD SHX Text
GPS 2 MNAIL SET
AutoCAD SHX Text
GPS2 SIDE SHOT
AutoCAD SHX Text
CBS 57
AutoCAD SHX Text
B5 PAINT BULLSEYE
AutoCAD SHX Text
B5 DRILL HOLE
AutoCAD SHX Text
SB3 BULLS EYE
AutoCAD SHX Text
SB3 DRILL HOL
AutoCAD SHX Text
SB3 BULLS EYE
AutoCAD SHX Text
SB3 TEST PIT
AutoCAD SHX Text B5
AutoCAD SHX Text B3
AutoCAD SHX Text
SB1
AutoCAD SHX Text B3
AutoCAD SHX Text
SB9
AutoCAD SHX Text
SB4
AutoCAD SHX Text B6
AutoCAD SHX Text B8
AutoCAD SHX Text B7
AutoCAD SHX Text B4
AutoCAD SHX Text B10
AutoCAD SHX Text B2
AutoCAD SHX Text
B4 (PHASE II)
AutoCAD SHX Text
B3 (PHASE II)
AutoCAD SHX Text
B2 (PHASE II)
B
C
B
E
C
C
BM
W
W
W
W
W
E
D
E
C
C B
S
E
C
C
P
E
S
SS
D
C
W W
A
C
A
C
E
E
C B
C
B
E
E
C B
C B
C
B
C P
A C
A C
E
C
B
S
C B
S
C B
E
E
D
C B
C
C B
C
D
C B
A
C
D
C P
S
S
S
S
D
S
D
S
D
P
V
C
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S
A
N
S
S A
N S
A N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
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
A
N
S
A
N
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
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
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
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
BRICK
BUILDING
(ELECTRICAL)
CONC
STAIRS
6' CHAIN LINK FENCE
GAS LINE ENCLOSURE
SHED
STONE
RETAINING WALL
STAIRS
RETAINING
WALL
RESERVED
PARKING
15 MPH
RESERVED
PARKING
ASPH. GUTTER
YIELD
15MPH
RESTRICTED PARKING
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C O
M M
H
P
S
H
P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S
HPS
H P
S
H P
S
H
P
S
H
P
S
H
P
S
H
P
S
H
P
S
H
P
S
H
P
S
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
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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
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
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
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
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
CO
M
M
COMM
COMM
COMM
COMM
COMM
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
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
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
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SAMH2487K29
RIM:154.76
(S) INV. IN:148.72
(SW) INV. IN:149.17
(W) INV. IN:149.17
INV. OUT:148.64
RIM:153.30
(S) INV. IN:149.02
(SW) INV. IN:148.99
(W) INV. IN:149.88
INV. OUT:148.92
SAMH2467K29
RIM:152.91
(S) INV. IN:149.36
(SW) INV. IN:149.91
INV. OUT:149.28
SWMH2477K29
RIM:153.22
(S) INV. IN:150.04
(SW) INV. IN:150.12
INV. OUT:149.97
SAMH9328K29
RIM:194.76
INV. IN:190.86
INV. OUT:190.43
RIM:200.99
TREE ROOT
OVER LID
SAMH9335K29
RIM:193.77
INV. IN:188.09
INV. OUT:188.46
STCB2483K29
RIM:146.24
INV. IN:141.62
INV. OUT:140.54
STCB2481K29
RIM:146.43
INV. OUT:143.11
STMH2488K29
RIM:155.45
(E) INV. OUT:150.40
(SW) INV. IN:150.65 (SEALED)
(W) INV. IN:150.65
RIM:151.77
(N) INV. OUT:145.52
(SW) INV. IN:147.22
STMH2506K29
RIM:159.83
(N) INV. IN:157.63
(E) INV. OUT:157.83
(S) INV. IN:157.23
(SE) INV. IN:158.13
(W) INV. IN:157.63
STMH2478K29
RIM:152.30
(W) INV. IN:148.10
(NW) INV. IN:148.35
INV. OUT:148.10
STCF9336K29
RIM:177.11
(SE) INV. IN:176.06
(SW) INV. IN:176.11
INV. OUT:175.91
6" PVC
STCF9337K29
RIM:187.46
INV. OUT:186.12
STCF9327K29
RIM:194.00
INV. IN:191.56
INV. OUT:191.30
STCB2501K29
RIM:165.08
INV. OUT:163.83
STCB2502K29
RIM:166.51
INV. OUT:162.81
STMH2510K29
RIM:182.40
(SW) INV. IN:179.40
(S) INV. IN:179.29
INV. OUT:179.15
STCF9337K29
RIM:195.73
INV. OUT:192.68
STCB2511K29
RIM:181.97
INV. OUT:179.70
STCB2496K29
RIM:169.91
INV. IN:165.29
INV. OUT:165.21
STCB2491K29
RIM:158.08
(SE) INV. IN:155.18
(SW) INV. IN:155.18
INV. OUT:155.15
STMH2498K29
RIM:179.16
(S) INV. IN:175.32
(W) INV. IN:175.23
INV. OUT:175.26
STMH2493K29
RIM:165.70
(SE) INV. IN:163.44
(NW) INV. IN:163.61
INV. OUT:163.02
STCB2492K29
RIM:158.22
(NE) INV. OUT:156.52
(NW) INV. OUT:156.42
STCB2499K29
RIM:178.92
INV. OUT:176.67
STORY
WOOD
FRAME
HOUSE
#9
4 B
AY
BRIC
K
GARAGE
2 STORY
WOOD FRAME
HOUSE
#10
S
T
O
T
A
I
N
I
L
L
W
I
L
S
A
D
W
I
L
S
A
D
1" TO 30"
WOODED AREA
1" - 30" MIXED
WOODED AREA
C
O
N
T
T
E
R
T H
A Y
E R
R O
A D
(A S
P H
A L T
G
U
I D
E
R
A
I
I
I L
W BEAM GUIDE RAIL
GARAGE
#20
P
O
R
C
H
P
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C
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STORY
BRICK
HOUSE
#8
2 STORY
WOOD
FRAME
HOUSE
#7
2 STORY
WOOD
FRAME
HOUSE
#6
T
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COVERED
PORCH
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F
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N
A
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4"
ORN.
S T
O P
STOP
30"
OAK
24" OAK
5"
OAK
16"
LOCUST
14"
OAK
18"
SYC.
1" - 30" M
IX
E D
W O
O D
E D
A R
E A
ASPH.
PARKING
LOT
RIP RAP DITCH
24"
OAK
ASPH.
DRIVE
24"
OAK
ASPH.
DRIVE
16"
OAK
24"
OAK
W
O
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D
E
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T
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8"
PINE
6"
PINE
30"
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L
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12"
SPRUCE
10"
BEECH
6"
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8"
PINES
24"
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ONE
WAY
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48"
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G
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G
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ENTER
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. W A
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WITH VISIBLE
BOULDERS
D
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IN
G
W
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C
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VAULT
S
A
N
X
X
X
X
G
G
G
G
G
G
G
G
G
G
G
G
G
G
P
10" PVC
EXISTING WATERLINE PER
WEST POINT GIS MAPPING
APPROXIMATE LOCATION OF
EXISTING WATERLINE WITHIN
WODDED AREA PATH
W W W W W W W W W W W W W W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MEET
EXISTING
N
NOTES:
1. THE ENTIRE AREA WITHIN THE LIMIT OF PROJECT AREA SHALL
BE CLEARED AND REGRADED AS REQUIRED FOR
CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
2. CONTRACTOR TRAILERS AND/OR MATERIAL STORAGE SHALL BE
KEPT WITHIN THE LIMIT OF PROJECT AREA. REFER TO SHEET
CS108 FOR ADDITIONAL STORAGE AND STAGING AREAS AND
TRUCK ACCESS.
3. EXCAVATE ROCK TO DEPTHS AS REQUIRED FOR
CONSTRUCTION OF SITE IMPROVEMENTS.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
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 E
W
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N
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W D
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M A
Y
A N
S I
D
W D
S D
W E
I N
T
N
Y
C Y
B E
G
I N
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R I N
G
A C
A D
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N
T E
R
A
R
K I N
G
S
T R
U C
T U
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F Y
P
N
F
Y
P
N
RTA SUBMISSION
G C
J M
D P
K M
D E
M O
L I T
I O
N
P
L A
N
S
O U
T H
C I V
I L
CD102
M A
T C
H
L
I N
E
C
D
30' 60'0
N
A1
DEMOLITION PLAN - SOUTH
SCALE: 1"=30'
SHEET KEYNOTES
1. INDIVIDUAL TREE(S) TBR (TYP.)
2. ASPHALT PAVEMENT / ASPHALT WALKWAY TBR
3. COMMUNICATION CONDUIT / DUCTBANK / MANHOLE / CABLING TBR
4. ELECTRICAL CONDUIT / DUCTBANK / MANHOLE TBR
5. CONCRETE DRAINAGE GUTTER TBR
6. STORM DRAINAGE PIPING SYSTEM AND STRUCTURES TBR (TYP.)
7. RETAINING WALL(S) AND STAIRS TBR (TYP.)
8. IRON FENCE AND GATE(S) TBR
9. SIGNAGE TBR (TYP.)
10. GUARDRAIL TBR
11. WOOD FRAME / BRICK HOUSE / DECK / PORCH / PATIO / AC UNIT / BILCO
DOOR, ETC. TBR
12. STONE WALL(S) TBR (TYP.)
13. CONCRETE CURBING TBR (TYP.)
14. RIP RAP DRAINAGE TBR
15. LIGHT(S) UTILITY POLE(S) TBR (TYP.)
16. CONCRETE WALKWAY TBR (TYP.)
17. CONCRETE / STONE STAIRS TBR (TYP.)
18. SANITARY LINE TBR (TYP.)
19. SAW CUT EXISTING PAVEMENT
20. PAVEMENT REMOVAL FULL DEPTH FOR UTILITY INSTALLATION
21. PAVEMENT 2" MILLING
22. APPROXIMATE LIMIT OF PROJECT AREA
23. APPROXIMATE LIMIT OF ROCK EXCAVATION
24. WOODED AREA TO BE CLEARED OF ALL VEGETATION
25. WATERMAIN TBR, CUT & CAP @ EXISTING TO REMAIN, ALL LOCATIONS
26. APPROXIMATE LIMIT OF WOODED AREA REMOVAL. NEW TREE LINE
27. GARAGE AND ASPHALT DRIVE TBR
28. RETAINING WALL TBR (EXISTING WALL #27)
29. CHAIN LINK FENCE TBR
A M
E N
D M
E N
T
A M
E N
D M
E N
T
A M
E N
D M
E N
T
AutoCAD SHX Text
CBS51
AutoCAD SHX Text
CBS52
AutoCAD SHX Text
CBS53
AutoCAD SHX Text
CBS54
AutoCAD SHX Text
CBS55
AutoCAD SHX Text
SB2
AutoCAD SHX Text B1
B1 (PHASE II)
RIM:155.65
COULD NOT OPEN
D
M
C B
C B
E
C
D
E
C B
W
S
C B
C B
W
W
C
S
E
C B
D
W
C B
W
W
155.0
155.1 FFE
BM
W
C B
154.4
154.6
154.3
W
W
C
B
C B
C B
C B
C B
C B
C B
W
151.4
151.9
155.2 FFE
155.7
E
C
D
C B
S
C
154.7
151.7 151.6
W
S
153.2 FFE
C P
157.4 FFE
159.1 FFE
151.4
151.3
159.0
C
157.3
D
150.8
147.0
C B
159.1 FFE
169.1
183.9
172.1
158.8
167.6
C B
C B
C B
177.6
181.1
180.9
186.6
190.1
186.2
181.8
173.6
172.2
181.9
183.4
179.5
S
249.7
245.9
240.2240.2
206.2
227.7
187.8
226.0
251.5251.5
249.9
248.1
259.0
252.1
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
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
S D
S D
S D
S D
S
D
S
D
S A
N
S A
N
S
D
S
D
S
D
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
D
S
D
S
D
S
A
N
S
A
N
S
D
SD
SD
SD
S D
S D
S D
S D
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S D
S D
S D
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
S
A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
THAYER/
CULLUM
UNKNOWN VENTS
BENCHMARK
WESTERLY SQ. BOLT
ELEV:155.57
GRATE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
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EEEE
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E E
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E
E
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E
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E
E
E
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E
E
E
E
E
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E
E
E
E E
E E E E
E E E
E E E
E E E
E
E
E
E
E
E
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E
E
E
E
E
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E
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E
E
E
E
E
E
E
E
E
E
E
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E
E
E
E
E
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E
E
E
E
E
E
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E
E
E
E
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E
E
E
E
E
E
E
E
E
E
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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
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
W
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W
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W
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W
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W
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W
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W
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W
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W
W
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C
O
M
M
C
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M
M
COMM
COMM
COMM
COMM
COMM
COMM
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
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
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
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
CO
M
M
CO
M
M
CO
M
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CO
M
M
C O
M M
HPS
HPS
HPS
HPS
HPS
HPS
HPS
H P
S
H P
S
H P
S
H P
S
H P
S
H P
S H
P S
H P
S H
P S
H P
S
H P
S
H P
S
H P
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H P
S
H P
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H P
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H
P
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H P
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H P
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H P
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H P
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H P
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H P
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H P
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H P
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H P
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H P
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H P
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COMM
COMM
COMM
COMM
COMM
CO
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COMM
COMM
COMM
C
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H
P
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SAMH2457K29
RIM:151.79
(S) INV. IN:147.59
(SW) INV. IN:147.77
INV. OUT:147.46
RIM:154.54
INV. IN:148.71
INV. OUT:148.00
RIM:155.34
SUMP:140.82
NO PIPES VISIBLE
RIM:151.75
INV. IN:146.75
INV. OUT:146.65
RIM:148.19
(S) INV. IN:142.87
(SW) INV. IN:142.84
INV. OUT:142.77
(N) INV. OUT:145.52
(SW) INV. IN:147.22
STMH2456K29
RIM:151.76
(N) INV. OUT:142.36
(S) INV. IN:142.51
RIM:149.75
RIM FILLED WITH CONC.
STMH2428K29
RIM:148.40
(N) INV. OUT:140.70
(E) INV. IN:143.00
(S) INV. IN:140.75
(W) INV. IN:142.20
STCB2429K29
RIM:148.05
INV. OUT:143.55
RIM:143.08
(N) INV. OUT:134.98
(E) INV. IN:137.98
(S) INV. IN:135.03
STCB2433K29
RIM:142.79
INV. OUT:139.02
STCB2423K29
RIM:153.31
NO VISIBLE PIPES
STCB2451K29
RIM:153.16
INV. IN:146.86
INV. OUT:144.51
SWMH2085L29
RIM:154.51
(S) INV. IN:132.20
(W) INV. IN:135.71
INV. OUT:131.98
RIM:150.39
INV. OUT:147.10
RIM:151.01
(N) INV. IN:146.03
(E) INV. OUT:134.56
(SW) INV. IN:142.66
SAMH1767J29
RIM:152.13
(S) INV. IN:131.73
(SE) INV. IN:150.03
INV. OUT:131.80
RIM:152.56
PINNED COULD
NOT OPEN
RIM:153.75
PINNED COULD
NOT OPEN
RIM:153.53
INV. OUT:151.51
RIM:152.70
INV. IN:147.70
INV. OUT:147.45
RIM:153.12
INV. IN:147.57
INV. OUT:147.47
RIM:154.29
PINNED COULD
NOT OPEN
RIM:157.12
INV. OUT:147.59
STCB1896J29
RIM:157.56
INV. OUT:156.18
STCB1905J29
RIM:167.30
INV. IN:165.89
INV. OUT:165.67
STCB1904J29
RIM:167.35
SUMP:165.90
STCB1904J29
RIM:167.31
SUMP:165.80
A S
P H
W
A L K
ASPH. WALK
A S
P H
W
A L K
PLANTING BED
P L A
N T
I N
G
B E
D
SLATE WALK
SLATE WALK
CONC. WALK
PLANTING BED
STN. RETAINING WALL
RETAINING WALL
RETAINING WALL
STN. RETAINING WALL
C O
N C
W
A L K
CONC. STAIRS
PLANTING BED
GRASS
THAYER ROAD
TH
A
Y E
R R
O A
D
C U
L L U
M R
O A
D
(A S
P H
A L T
C
U
L L
A
D
S T
N . R
E T
A
IN
IN
G
W A
L L
S T
N . R
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A
IN
IN
G
W A
L L
R E
T A
IN
IN
G W
A L L
R
E
T
A
I N
I
L L
C O
N C
. W
A L K
18" SYC.
18"
SYC.
14"
SYC.
24"
OAK
18"
CHERRY
MAHAN HALL
4 STORY STONE
MASONRY
BUILDING
12"
OAK
1" - 30" MIXED
WOODED AREA
4 STORY STONE
MASONRY
BUILDING
3 STORY
BRICK
BUILDING
14"
MAPLE
24"
SPRUCE
5 STORY
BRICK
BUILDING
B E
N C
H
BENCH
BENCH
A
S
P
L
K
STN. RETAINING WALL
C O
N C
W
A L K
GRATE
8"
APPLE
WOOD RAMP
GR. CURB
GR. CURB
6 STORY
STONE
MASONRY
BUILDING
P
V C
" H
D P
E
" H
D P
E
P
V C
P
V
C P
P
E
C
" P
V C
15" PVC
" R
C P
18" RCP
P
R
C
P
P
15" R
CP
P
V C
P
V C
P
R
C
P
V
C P
C
S
D
S
D
S
D
GUARD HOUSE
R
E
C
O
R
D
STCB2444K29
RIM:136.35
STMH2445K29
RIM:136.61
VAULT
MAHAN HALL
ADMISSIONS
RESERVED (5)
CONC. CURB
BLDG.
CADET STORE
S D
8" RCP
INV:175.98
BUILDING
#606
BUILDING
#752
C
O
N
C
C
U
R
B
CONC. WALK
S T
N
W
A L L
CONC. CURB
C
O
N
R
B
BOLLARDS
BOLLARDS
18"
STUMP
S
D
S
D
S
D
S
D
S D
S D
C
M P
P
E
P
E
W
W
W
W
W W
W
S D
W
W W
W W
W W
W W
W W
W W
W W W
W W
W W
W
CONC. CURB
CONC. CURB
STN. WALL
" P
V C
P
E
C B
C B
C B
E
197.6
214.1
214.7
202.4
210.1
222.0
SD
S D
RIM:197.45
(W) INV. OUT:193.68
(N) INV. IN:194.75
SD
156.0 FFE
158.9
158.5
158.5
158.6
C B
158.3
C B
C
M
M
E E
W
W
E
172.1
171.4
170.7
172.2 FFE
158.8
159.3
171.3
F D
C B
E
M
C
E
170.2
170.6170.6 FFE
170.5
171.1
168.6
172.5
172.6
171.7
183.6
C B
E
194.3
185.5
177.9
178.7
172.9
184.5
182.2
G
G
G
G
G G
G G
G G
G
G
S D
S D
RIM:158.13
(W) INV. IN:151.68
(E) INV. OUT:151.98
RIM:155.65
(W) INV. IN:149.72
(E) INV. OUT:149.85
R
C P
R
C P
STEAM
SHERMAN
BARRACKS
LEE BARRACKS
5 STORY
STONE
MASONRY
BUILDING
S
D
S
D
RIM:168.80
(SW) INV. IN:166.10
(NE) INV. OUT:166.30
LOADING DOCK
C
O
N
C
W
A
L
K
FENCE
SD
S
D
RIM:175.96
(SW) INV. IN:173.64
(NE) INV. OUT:172.55
STEAM
TRASH
COMPACTOR
UNKNOWN VENTS
RETAINING
WALL
EDGE OF
CONC. SLAB
RETAINING
WALL
G R
A T
E
1 STORY BUILDING
UNKNOWN VENTS
PAVEMENT EDGE
ASPHALT PARKING LOT
DRAINAGE STRUCTURE
134.17 BC
134.57 BC
STMH2446K29
RIM:135.67
135.70 BC
136.17 TC
135.36 BC
135.81 TC
134.98 BC
135.42 TC
134.61 TC
135.01 TC
135.07 BW
STN. RETAINING WALL
C
O
N
C
W
A
L K
136.27 BW
139.39 TW
135.89 BW
139.09 TW
135.49 BW
138.72 TW
128.34 BW
138.32 TW
134.66 BW
137.91 TW
139.40 TW
127.64 BW
139.00 TW
127.92 BW
138.62 TW
138.21 TW
128.82 BW
137.80 TW
127.6
129.31 BW
S
W
W
W
W
W
W
W
EXISTING
WATERLINE PER
WEST POINT GIS
MAPPING
APPROXIMATE
LOCATION OF
EXISTING
WATERLINE
WITHIN WODDED
AREA PATH
W W W W W W W W W W W W W W W W W W W W W W W
CYBER & ENGINEERING ACADEMIC CENTER
FF 163.17
X X X X
ROCK SLOPE AT GRADE
THAYER WALK
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X X
X
X
X
TOP OF ROCK EXCAVATION
10+00 11+00 12+00 13+00 14+00 15+00
13+00
12+00
G G
G G
G
G
12"x8" WET TAP
AND VALVE
8"x8"x8" TEE
6" VALVE AND
FIRE HYDRANT
S
D
W
W
WWWW
S
D
S
D
S D
S D
S D
S D
S D
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 E
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 SD SD
C O
M M
C O
M M
COMM
COMM
C O
M M
COM
M
COMM COMM COMM
COMM
COMM
COMM
COMM C
C
S
S
COMM MH #35B
(6'x8'x7'H)
REPLACE EXIST.
RIM 155.40
S
A
N
118 LF
15" PVC
@ 0.50%
A
58 LF
15" PVC
@ 0.50%
A
B
SAN MH #2424K29
RIM 154.95
INV. A 144.69
INV. B 144.64
S A
N
S A
N
S A
N
S A
N
S
A
N
W W
W W
W W
W W
W W
55 LF
8" PVC
@ 0.50%
SD
SD
SD
S D
S
A
N
B
S
SAN MH #6
RIM 160.15
INV. A 157.35
INV. B 157.25
25 LF
6" PVC
@ 1.00%
2" GAS
SERVICE
EXTENSION
GAS METER AND
REGULATOR
8" GAS SERVICE
CONNECTION
D
W
W
W
6" DIP DOMESTIC
WATER SERVICE
CONNECTION
8" DIP FIRE SERVICE
CONNECTION
A
B
W
INCOMING
ELECTRIC
SERVICE
PRECAST CONCRETE
UTILITY TRENCH FOR
CHILLED WATER EXTENSION
EXISTING 45 LF OF 12"
VCP & 68 LF OF 15" PVC
SANITARY PIPES TO BE
RELINED WITH CIPP
EXISTING 145 LF OF 18"
RCP SANITARY PIPE TO
BE RELINED WITH CIPP
SAN MH #5A (EXIST. REHABILITATE)
RIM 148.19 (NF)
INV. A 142.87 (EXIST.)
INV. B 142.84 (EXIST. TO BE PLUGGED)
INV. C 142.77 (EXIST.)
8" PVC WATER
MAIN EXTENSION
6" VALVE AND
FIRE HYDRANT
(TYP.)
SAMH2427K29
RIM 150.78
INV. IN 144.35 (A)
INV OUT 144.24 (B)
SD
E E
E
E
E E
E
E
E E
E E
E E
E
E
D
S D
D
D
D
D
S A
N
S
D
SAN MH #7
DROP MANHOLE
RIM 157.80
INV. A 155.75
INV. B 148.81
INV. C 148.71
A
B
C
32 LF
8" PVC
@ 4.69%
S
SAN MH #8
RIM 158.00
INV. A 148.44
INV. B 148.34
A
B
13 LF
8" PVC
@ 0.50%
S
25 LF 4" PVC
@ 2.00%
INV. 157.60
INV. 149.31
CLEANOUT
INV. 155.15
44 LF
8" PVC
@ 7.15%
A
B
A
B
B
COMM MH #35C
(6'x8'x7'H)
RIM 156.30
SAN MH #4
DROP MANHOLE
RIM 155.60
INV. A 152.50
INV. B 148.00 (EXIST.)
SAN MH #5 (EXIST.)
RIM BURIED (NF)
RESET TO GRADE
REHABILITATE
REMOVE PLUG ON INCOMING
PIPE FROM WEST
S D
S D
S
D
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
ELECTRIC
SERVICE LINE
S D
D
D
D
D
EXISTING
ELECTRIC
MH #4
ELECTRIC
MH #4A
ELECTRIC
MH #4B
ELECTRIC
MH #4C
ELECTRIC
MH #4D
ELECTRIC
MH #4E
10'x10'x8.5' DEEP
RECEIVING PIT
AUGER BORE JACKIING PIT FOR
ELECTRIC AND STORM LINES.
SEE SHEET C-210
CO
W W
W
W
CO
S
SAN MH #3A
RIM 154.25
INV. A 145.10
INV. B 148.37
INV. C 145.00
67 LF
15" PVC
@ 0.46%
CLEANOUT
INV. 149.56
17 LF
4" PVC
@ 7.00%
A
B
C
6" VALVE AND
FIRE HYDRANT
(TYP.)
(2)3/4" CHILLED
WATER LINES
(SEE MECHANICAL
PLANS)
E
E
ELECTRIC SERVICE
(SEE ELECTRICAL
PLANS)
UNDERGROUND
ELECTRIC AND STORM
LINES TO BE JACK &
BORE UNDER THAYER
WALK TO CULLUM ROAD
FOR CONTINUATION
SEE PLUMBING PLANS
FOR CONTINUATION
SEE PLUMBING PLANS
EXISTING 278 LF OF 18"
RCP SANITARY PIPE TO
BE RELINED WITH CIPP
EXISTING 21 LF OF 18"
RCP SANITARY PIPE TO
BE RELINED WITH CIPP
W
W
(2)8" CHILLED
WATER LINES
W
PIV
S
D
S D
S D
S D
D
SD
12"x1"
CORP STOP
1" CURB
STOP
VALVE
55 LF 1"
COPPER
WATER
SERVICE
W W
W
S D
S D
SAN MH #9 (EXIST.)
RIM 157.12 (NF)
INV. A 148.28
INV. B 147.59 (EXIST.)
A
B
W
W
W
W
W
W
N
COORDINATE TABLE
STRUCTURE NAME
SAN MH #3A
SAN MH #2424K29
SAMH2427K29
SAN MH #4
SAN MH #6
SAN MH #7
SAN MH #8
NORTHING
930789.9161
930861.2293
930905.6640
930978.1964
931228.6538
931228.1900
931282.3758
EASTING
641294.2405
641301.7655
641344.4640
641303.0886
641186.2503
641221.6473
641245.0159
NOTE:
FOR STRUCTURES PROPOSED OVER EXISTING
PIPING, EXCAVATE TEST PIT TO CONFIRM LOCATION.
COORDINATE WITH CONTRACTING OFFICER.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
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 E
W
Y
O R
K
N
Y
W D
S D
M A
Y
A N
S I
D
W D
S D
W E
I N
T
N
Y
C Y
B E
G
I N
E E
R I N
G
A C
A D
E M
N
T E
R
A
R
K I N
G
S
T R
U C
T U
R E
F Y
P
N
F
Y
P
N
RTA SUBMISSION
G C
J M
D P
K M
U T
I L I T
Y
P
L A
N
N
O R
T H
C I V
I L
CU102
M A
T C
H
L
I N
E
C
U
30' 60'0
N
A1
UTILITY PLAN - NORTH
SCALE: 1"=30'
A M
E N
D M
E N
T
AutoCAD SHX Text
CBS56
AutoCAD SHX Text
CBS57
AutoCAD SHX Text
CBS 58
AutoCAD SHX Text
CBS 60
AutoCAD SHX Text
CBS 64
AutoCAD SHX Text
CBS 57
B10
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
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
D
E R
A
Z A
N E
W
Y
O R
K
N
Y
W
D S
D
M A
Y
A N
S I
D
W
D S
D
W E
I N
T
N
Y
C Y
B E
G
I N
E E
R I N
G
A C
A D
E M
N
T E
R
A
R
K I N
G
S
T R
U C
T U
R E
F Y
F
Y
P
N
RTA SUBMISSION
G C
C-502
C I V
I L
C O
N S
T R
U C
T I O
N
D
E T
A I L S
C H
C
M F
E
S N
P
D1
STAIR #1 SECTION & DETAIL LOOKING WEST (STAIR SECTION BETWEEN WALL #4 & #3A)
SCALE: NTS
A8
WALL SECTION AT STAIR LOOKING NORTH (WALL #4)
SCALE: 1/2" = 1'-0" (SHEET CS-105.A)
A6
TYP WALL SECT & DETAILS FOR WALL 2'<H<5' (WALL #3B)
SCALE: 1/2" = 1'-0"
1. SEE SHEET C-501 FOR ELEVATION VIEWS OF WALLS.
2. STONE FACE ON WALLS 3A, 3B AND 4 SHALL BE THE SAME MATERIAL AND
PATTERN AS THE CEAC
NOTE:
0 2' 4'1'
0 2' 4'1'0 2' 4'1'
2'0 1' 4'
A1
RETAINING WALL FOR H<6' (WALL #1)
SCALE: 1/2" = 1'-0"
0 2' 4'1'
B4
MASONRY WALL DETAIL FOR H<2'-0" (WALL #2)
SCALE: 3/4" = 1'-0"
D7
WALL SECTION LOOKING NORTH (WALL #3A)
SCALE: NTS (SHEET CS-105.A)
0 2' 4'1'
1. INSTALL TEMPORARY SHEETNG AS REQUIRED FOR CONSTRUCTION OF RETAINING WALL.
NOTES:
2. RETAINING WALL FOOTING TO CLEAR MANHOLE ON CULLUM ROAD AS REQUIRED.
COORDINATE TOP OF STAIR ELEVATION WITH WALKWAY SLAB AND
ADJUST STAIR TREADS AND RISERS ACCORDINGLY IF REQUIRED.
NOTE:
A M
E N
D M
E N
T
10T @ 12" = 10'-0"
6'-4" ±
1" NOSING
(TYP.)
A
B
1'-6"
T
Y P
T
Y P
1'-0"(TYP.)
GRADE
BEAM
E
Q
R
U N
4'-0"
SLIP RESISTANT NOSING
(TYP.)
#4@12
(TYP.)
1'-6"
#5@12
#5 @ 12
U-BAR
(TYP.)
#4@12 EF
(TYP.)
EXP. JT.
(TYP.)
#5@12 (TYP.)
EL. 168.80'
#5@12
#5@6(BOT.)
S
L A
B
T
Y P
CONSTRUCTION JOINT OPTIONAL
DWLS #5@12
#4@12
TOP & BOT.
15'-0" FROM BLDG WALL
EL 162.35'
1-#4
(TYP.)
IN EACH
NOSING
1'-11
(TYP)
CONCRETE
SIDEWALK
A
G
G
E
R
E
D
EL. 162.35'
(BOT. STAIR)
EL. 168.80'
(TOP STAIR)
Ø
X
R
O
K
C
H
Y
P
T
Y P
PROVIDE SURFACE DRAIN
ROCK/SOIL SURFACE
1'X1'X1 OF BAGGED STONES AT
EACH WEEPHOLE (TYP.)
EL. 175.0'
ROCK SURFACE OR
COMPACTED SOIL SURFACE
FIELD TO VERIFY (TYP.)
4" Ø WEEPHOLE
SLOPE 8:1 @ 10'-0" O.C. MAX.
DWLS #5 @12 EF
4" STONE FACE TO MATCH WALL FACE
OF PROPOSED BLDG WALL, SEE SHEET
C-001 AND C-002 FOR GENERAL NOTES.
#5 @12 EF
1'-0"
U-BAR #5@12
4" STONE FACE
DWLS #5@8
5'-0"
WALL #3A
M
I N
ROCK SURFACE OR
COMPACTED SOIL SURFACE
FIELD TO VERIFY (TYP.)
WALL #4
RAILING NOT SHOWN AT
TOP OF WALL FOR CLARITY
(SEE SHEET C-501)
3'-8"
4" STONE FACE ATTACHED WITH
GALVANIZED WALL TIES PER
MANUFACTURER SPECIFICATION
(TYP.)
8" CMU
PROPOSED GRADE
DWLS # 6@6
DWLS # 6@6
#5@12 EACH WAY
TOP & BOT.
WEEPHOLES
4" Ø at 10'-0"
O.C.
JT REINF. (TYP.)
(FOR OTHER INFORMATION NOT SHOWN, REFER TO EXTERIOR WALL OF
STAIR)
2'-4"
BAGGED
STONES
LEDGE FOR
STONE
LEDGE FOR
STONE
20"X2" STONE TOP
S T
A I R
S
4" STONE FACE, SEE SHEET
C-001 AND C-002 FOR
GENERAL NOTES.
#6@8
8" CMU
1" (TYP.)
DWLS #5@8
(TYP.)
SIDEWALK
6"
6"
1'-4"
(TYP)
DWLS #5@8 (TYP.)
168.80' TOP STAIR
SLAB
JT. REINF. (TYP.)
DWLS #5@8 (2 REQ'D) @
MID LENGTH OF STAIRS
162.35' SLAB @ BOT.
STAIR
DWLS #5@8
#5@12 EACH WAY
TOP & BOT.
FIELD VERIFY ROCK SURFACE OR
SOIL SURFACE
BOND BEAM 8" X12" W/ 2#5 TOP & BOT.
FOR ROCK ANCHORS,
REFER TO WALL #2
& WALL SECTION D7
WALL #2
WEEPHOLES
BEHIND STAIRS
@10' MAX.
RAILING NOT SHOWN AT
TOP OF WALL FOR CLARITY
(SEE SHEET C-501)
LEDGE FOR
STONE
SIDEWALK
( MATCH EXISTING STONE WALL USING STONES FROM
EXISTING WALL #27.)
H
5'-3"
H
1'-0"
ROCK SURFACE
WEEPHOLES
4" Ø AT 10'-0"
O.C.
BAGGED STONES
#5@12" EF
SURCHARGE
4" STONEFACE
(USE STONE FROM
EXISTING WALL #9)
#5@12"
#5@6" DWLS
#4@12" EF
M I N
CONCRETE
CURB
ROADWAY
LEDGE FOR
STONE
GD
2 3 4 5
GE
GC
GB
GA
1 1.5
S -1
A
B
S
-1 A
B
/1 S-11AD
1.4
PTB28
P C
B -1
P
C B
-1
P T
B
P T
B
P T
B
P C
B -1
P
C B
-1
P T
B
P T
B
P T
B
P T
B
P T
B
P T
B
033000-01
2 3/4" 1" 3 1/4" TYP UON
1 1/4" TYP UON
13.5 k/ft
ADD 4.0 k/ft
#4@16T #4@16T TYP UON
#4@16B TYP UON
P C
B -1
P
C B
-1
P T
B
P T
B
P T
B
PTB27PTB26
PTB09PTB09PTB08
P T
B
P T
B
P T
B
P T
B
P T
B
CW14
CW12
1.2
2 3/4" 1"
13.5 k/ft 6"1"9 3/4"
ADD 15.4 k/ft
13.5 k/ft 6"
6"
1"
1"
9 3/4"
#4@8B
1 1/2"
1 1/2"
#4@8T
033000-09
033000-09
042000-01
033000-22 2
2' - 10" 10' - 6" 4' - 9" 11' - 1" 10' - 6" 2' - 4" 2' - 3"
#4@8T
033000-01
033000-25
A5
S-301
A3
S-301
E1
S-508
F1
S-508
CC8
148' - 8"
T/CURB
A1
S-301
B58
4' - 2" 2' - 3"
12' - 3"
RAMP DOWN TO
PARKING LEVEL B
033000-46
9 3/4"
BEAM IS PART
OF POUR STRIP
G1
S-508
CONCRETE SPREAD FOOTING SCHEDULE
CONCRETE SITE RETAINING WALL SCHEDULE
CONCRETE WALL FOOTING SCHEDULE
CONCRETE WALL SCHEDULE
CONCRETE SLAB-ON-GRADE SCHEDULE
CONCRETE COLUMN SCHEDULE
CONCRETE CURB SCHEDULE
POST-TENSIONED CONCRETE SLAB SCHEDULE..
POST-TENSIONED CONCRETE BEAM SCHEDULE.
CONCRETE BEAM SCHEDULE
PROGRESSIVE COLLAPSE CONCRETE BEAM
SCHEDULE
CONCRETE ONE-WAY SLAB SCHEDULE
STEEL BASEPLATE SCHEDULE
STEEL DECKING SCHEDULE
MASONRY WALL SCHEDULE
CONCRETE SLEEVE SCHEDULE
BAR GRATING SCHEDULE
/A7 S-501
/C7 S-501 /A7 S-502 /A8 S-504
/A1 S-508
/C1 S-505 /C1 S-506
/D6 S-507 /A6 S-508 /A7 S-510
/A4 S-513
FOR SEE
/E1 S-504
/D1 S-501
/C9 S-509
/F8 S-508
/E4 S-507 /F6 S-513
04 8 16268
SCALE: 1/8" = 1'-0"
KEY PLAN SECTOR A
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
PLAN NORTH
S-11AA
S T
R U
C T
U R
A L F
R A
M
IN
G P
L A
N
P A
R K
IN
G
L E
V E
L A
S
E C
T O
R A
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
E A
M J L P
S M
G C
J G
M A
Y
W D
S -1
-D
-0
W D
S -1
-D
-0
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
A N
D P
A R
K
IN
G S
T R
U C
T U
R E
F Y
P
N
F
Y P
N
1/8" = 1'-0"
FRAMING PLAN - PARKING LEVEL A - SECTOR A
KEYNOTES
033000-01 POUR STRIP (SHADED). ALLOW POST-TENSIONED
SLAB TO CURE FOR 60 DAYS BEFORE POURING
POUR STRIP. ALLOW POUR STRIP TO REACH
SPECIFIED 28-DAY COMPRESSIVE STRENGTH
BEFORE BACKFILLING WALL.
033000-09 #4@12x10'-0", TYPICAL OVER NORTH-SOUTH
RUNNING BEAMS, SAME LAYER AS TEMP REINF.
033000-22 MECHANICAL SHAFT OPENING WITH BAR
GRATING BG1.5
033000-25 #4@12x7'-0", TYPICAL AT PARKING LEVEL ALONG
GRID GA AND G
033000-46 KEEP POST-TENSIONED SLAB SHORED UNTIL
POUR STRIP HAS REACHED 28-DAY
COMPRESSIVE STRENGTH.
042000-01 FOR MASONRY PARTITIONS ALONG GRID GA AND
G, PROVIDE #6@16" VERTICAL REINFORCEMENT.
PROVIDE DOWELS FROM SUPPORTING
STRUCTURE (SOG AT PARKING LEVEL B,
CONCRETE BEAM AT PARKING LEVEL A) TO
MATCH VERTICAL REINFORCEMENT. FULLY
GROUT WALLS TO 4'-0" ABOVE SUPPORTING
STRUCTURE.BEAM IS PART
OF POUR STRIP
A
M E
N D
M E
N T
/0
/2
ONE-WAY CONCRETE SLAB SCHEDULE
SLAB
THK
(in)
LEFT
END
FULL
LENGTH
RIGHT
END
BOT
BARS
REINFORCING
TOP BARSMARK
S8
REMARKS
TEMP
BARS
8 - - - - #4@12T -
S9 9 - - - - #4@12T -
S16 16 - - - - - -
S11 11 - - - - #4@10T -
1. FOR INFORMATION NOT LISTED IN SCHEDULE, SEE PLAN.
S6 6 - - - - #4@12T -
S10 10 - - - - #4@10T -
S4 4 - #3@8 - #3@8 #3@12T -
S28 28 - - - - #5@12T&B -
AT CANTILEVERS EXTEND TOP & BOT
BARS TO EXTERIOR FACE OF CONC
BOTTOM BARS
FULL LENGTH
TOP BARS
FULL LENGTH
TOP BARSBOTTOM BARS
SPAN 1 LEFT
END TOP BARS
TEMPERATURE BARS
STD HOOK
AT ENDS
CONCRETE ONE-WAY SLAB NOTES:
1. Ln IS THE GREATER OF ADJACENT CLEAR SPANS Ln1 AND Ln2.
2. TOTAL TOP REINF OVER A SUPPORT COMMON TO TWO SPANS IS THE GREATER OF THE TOP (SHORT)
BARS SCHEDULED FOR THE APPLICABLE ENDS OF THE ADJACENT SLABS PLUS THE GREATER OF THE
SCHEDULED FULL LENGTH BARS.
3. FULL LENGTH TOP BARS SHALL BE CONTINUOUS OR SPLICED AT MIDSPAN WITH A CLASS B TENSION LAP.
4. ALTERNATE BARS OF DIFFERING LENGTHS.
5. TEMPERATURE REINFORCING SHALL BE CONTINUOUS OR SPLICED WITH A CLASS B TENSION LAP.
T Y
P
SPAN 1 RIGHT
END TOP BARS
SPAN 2 LEFT
END TOP BARS
SPAN 2 RIGHT
END TOP BARS
HOOK BOT BARS
WHERE INDICATED
CLASS B
CANT SUPPORT
CLEAR SPAN Ln1
0.33 Ln1 0.33 Ln
CLEAR SPAN Ln2
SUPPORT
0.33 Ln 0.33 Ln2
SUPPORT
6" MIN TYP
6" MIN TYP
1" CLR
POST-TENSIONED ONE-WAY CONCRETE SLAB SCHEDULE
SLAB
THK
(in)
LEFT
END
FULL
LENGTH
RIGHT
END
BOT
BARS
REINFORCING
TOP BARSMARK REMARKS
TEMP
REINF
5.5 - - - - 6.75 k/ft -PS5.5
PT
FORCE
(kip/ft)
1. FOR INFORMATION NOT LISTED IN SCHEDULE, SEE PLAN. FOR EXTENT OF MILD REINFORCEMENT SEE
2. POST-TENSIONED TEMPERATURE TENDONS SHALL BE AT MID DEPTH.
3. PROVIDE TEMPERATURE TENDONS TO GIVE STATED COMPRESSION FORCE OVER THE AREA SHOWN ON
12 - - - - #4@9T -PS12 -
/C6 S-508
/B5 S-508
PS10 10 (5) - #4
SLAB TOP REINFORCEMENT
SLAB POST-TENSIONING
SLAB BOTTOM REINFORCEMENT
BEAM TOP REINFORCEMENT
BEAM STIRRUPS
BEAM BOTTOM REINFORCEMENT
SLAB TEMPERATURE REINFORCEMENT
SLAB BOTTOM REINFORCEMENT
POUR STRIP
LAP SPLICE
STANDARD
90° HOOKS
SEE PLAN FOR POST-
TENSIONED ONE-WAY
SLAB REINFORCEMENT
#4@16" O/C UON
4#4 CONTINUOUS
CONCRETE CURB SCHEDULE
MARK WIDTH
(IN)
CC8x6 8
REINF
"A"
#3@18
REINF
"B"
#3@12
REMARKS
HEIGHT
(IN)
CC8 8 X X SEE PLAN FOR T/CURB ELEVATION.-
CC6 6 #4@12 #4@12 SEE PLAN FOR T/CURB ELEVATION.-
CC6x13.5 6 #3@12 #3@12 -13.5
REINF "B"
REINF "A" WITH STANDARD 90
DEGREE HOOK.
3/4" CHAMFER WHERE
EXPOSED TO VIEW.
FOR CURBS WIDER THAN 6"
SPECIFIED COVER
WHERE SUPPORTING MEMBER
IS DEEP ENOUGH, RUN
REINFORCEMENT STRAIGHT
WITH 9" MIN EMBEDMENT INTO
SUPPORTING MEMBER.
3/4" CHAMFER WHERE
EXPOSED TO VIEW.
FOR CURBS 6" WIDE OR NARROWER
WHERE SUPPORTING MEMBER
IS DEEP ENOUGH, RUN
REINFORCEMENT STRAIGHT
WITH 9" MIN EMBEDMENT INTO
SUPPORTING MEMBER.
H E
IG
H
T
WIDTH
H E
IG
H
T
WIDTH
REINF "B"
REINF "A" WITH STANDARD 90
DEGREE HOOK.
SPECIFIED COVER
LAP SPLICE
STANDARD
90° HOOKS
SEE PLAN FOR
REINFORCEMENT
#4@16" O/C UON
POUR STRIP
4#4 CONTINUOUS
SEE NOTE 1
C L R
C L R
EQUIPMENT PAD W/ #4 @ 12" OC EACH
WAY TOP AND BOTTOM ON COMPACTED
SUBGRADE. EXTEND PAD MIN 18"
BEYOND EQUIPMENT ALL AROUND
COMPACTED
SUBGRADE OR GRAVEL
3/4" CHAMFER, TYP
NOTES:
1. COORDINATE PAD LOCATION AND SIZE WITH ARCHITECTURAL, CIVIL,
MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND
EQUIPMENT MANUFACTURER'S RECOMENDATIONS
SEE NOTE 1
MIN
6"
#3 @ 12" OC
3/4" CHAMFER, TYP
T/ SLAB EL
SEE PLAN
M
IN
ROUGHEN TO 1//4" AMPLITUDE
& APPLY BONDING AGENT
ANCHOR PER REQUIREMENTS OF
EQUIPMENT, REFER TO EQUIP SHOP
DRAWINGS FOR TYPE, SIZE, PROJECTION AND
LOCATION. MIN 3" EMBEDMENT INTO SLAB.
NOTES:
1. COORDINATE PAD LOCATION AND SIZE WITH ELECTRICAL & MECHANICAL
DRAWINGS AND EQUIP MANUFACTURER'S RECOMMENDATIONS
T Y
P
/2
C L
R
CONCRETE WALL.
REINFORCEMENT NOT SHOWN.
EMBED SLAB REINFORCEMENT IN
WALL WITH STANDARD 90
DEGREE HOOK
SECTION
SLAB REINFORCEMENT
2' - 0" 2' - 0"
PROVIDED STATED
COMPRESSION FORCE OVER
THIS AREA.
SECTION
LAP SPLICE
STANDARD
90° HOOKS
SEE PLAN FOR
REINFORCEMENT
#4@16" O/C UON
POUR STRIP
4#4 CONTINUOUS
#4@6 CONTINUOUS
#7@12" EW EF
#6@12 EW EF
/2 " US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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T
E D
B Y
S
IZ
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C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
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D E
S C
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IO
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S-508
T Y
P
IC
A L D
E T
A
IL
S
C O
N C
R E
T E
S L A
B S
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
E A
M J L P
J G
G C
J G
M A
Y
W D
S -1
-D
-0
W D
S -1
-D
-0
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
A N
D P
A R
K
IN
G S
T R
U C
T U
R E
F Y
P
N
F
Y P
N
NTS
A6
CONCRETE ONE-WAY SLAB SCHEDULE
NTS
C6
CONCRETE ONE-WAY SLAB REINFORCEMENT AND POST-TENSIONED SLAB REINFORCEMENT
NTS
A1
POST-TENSIONED CONCRETE ONE-WAY SLAB SCHEDULE
3/4" = 1'-0" C1
REBAR LAYERS - LOOKING EAST/WEST
NTS
E1
SLAB POUR STRIP REINFORCEMENT
NTS
F8
CONCRETE CURB SCHEDULE
NTS
F5
CONCRETE CURB REINFORCEMENT
NTS
F1
SLAB POUR STRIP REINFORCEMENT
3/4" = 1'-0" E5
CONCRETE EQUIPMENT PAD DETAIL
1" = 1'-0" C5
CONCRETE EQUIPMENT PAD DETAIL
NTS
A5
SLAB ABUTS WALL
NTS
B5
TEMPERATURE TENDON LAYOUT
A
M E
N D
M E
N T
/0
/2
NTS
G1
SLAB POUR STRIP REINFORCEMENT
UP
DN
DN
DN
UP
1.5 2 3 4 5 6 7 8 9 10 11 12 13 13.5 14
GA
GB
GC
GD
GE
GF
GG
GH
GI
GJ
GK
GL
G
A
C
D
E
RAMP
DOWN
18' - 9"
5' - 4" 1' - 6"
18' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 18' - 0" 1' - 6" 12' - 6"
391' - 0"
A-442
A1
A-441
A1
A-441
C3
A-764
C1
A-441
A3
PARKING LEVEL A
PS-A01
LOBBY
PS-A03
LOBBY
PS-A11
STAIR
PS-A08
ELEC
PS-A09
UP
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
(TYP)
20' - 6" 11' - 0"
5' - 0"
11' - 0"
1' - 6"
2' - 0"
3' - 6"
9' - 0"
5' - 0"
9' - 0"
4' - 6"
3' - 0"
20' - 6" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 37' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 20' - 6"
22' - 0" 24' - 0" 6' - 6"
6' - 6" 24' - 0" 4' - 0"
519519
517517
5' - 0" 9' - 0" 9' - 0" 9' - 0"
5' - 0"
COMM
PS-A02
620620620
619619 617617
618618 617617
617617
615 605
COMPACT COMPACT
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
628628
SLOPE
UP
SLOPE
UP
S L O
P E
U P
A1
A-320
A1
A-320
PSA09.A
3' - 6"
9' - 0" 5' - 0" 9' - 0"
3' - 6" 3' - 6"
9' - 0" 7' - 2"
629629
547547
542542 542542 542542 542
542542 542 542542 542
550550
(TYP)
594 629
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
B.3
1.4
ELEV #1
PS-A07
619619
E1
A-320
E1
A-320
C1
A-320
C1
A-320
F1
A-320
F1
A-320
E.5
14.7
ELEV #1 MACH
ROOM (FREIGHT)
PS-A06
FIRE ROOM
PS-A10
M32 M3M3M3M32 M3M3M3
M31 M3M3M3
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
SOUTH STAIR
PS-A04
CORRIDOR
PS-A05
NORTH STAIR
PS-A12
A-227
A1
A-227
F1
A-226
A1
M30 M3M3M3
M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3
M30 M3M3M3
M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3
30' - 0"30' - 0"17' - 4" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 17' - 6"
TYP
TYP
TYP
M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3 M30 M3M3M3
M30 M3M3M3M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3
3' - 4"
3' - 4"
P S
A .A
P S
A .B
P S
A .C
P S
A .D
521521521
564564 (TYP)
(TYP)
564 (TYP)
30' - 0"30' - 0"
17' - 6" 30' - 0" 30' - 0" 29' - 6" 29' - 3" 13' - 6" 29' - 6" 29' - 6"
564 TYP 564
564TYP
M30 M3M3M3
619619
619619619
624 624 624
625625
625 624
A-226
F1
M30 M3M3M3M30 M3M3M3M30 M3M3M3
M30 M3M3M3
3' - 3"6' - 11"13' - 4" 13' - 4" 12' - 3" 3' - 4"
4' - 2"
7' - 2" 3' - 2" 3' - 2"
3' - 2"
3' - 2"
6' - 8"
17' - 8"
30' - 0"
14' - 8"
PARKING SCHEDULE
FLOOR
LEVEL A
LEVEL B
TOTAL
TOTAL PARKING SPACES
ACCESSIBLE PARKING SPACES
7 REGULAR; 2 VAN
9 OF WHICH 2 ARE
VAN ACCESSIBLE
COMPACT SPACES
8 16 3241216
SCALE: 1/16" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A-11A
A R
C H
IT
E
C T
U R
A L P
L A
N
P A
R K
IN
G
L E
V E
L A
O
V E
R A
L L
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
C .S
L .F
G .C
G .C
M A
Y
,2
W D
S -1
-D
-0
W D
S F
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
F Y
P
N
F
Y P
N
1/16" = 1'-0"A1
OVERALL - PARKING STRUCTURE - LEVEL A
KEYNOTES
627 COMPACT SPACE DIMENSION, TYP.
628 8'-2" CLEARANCE BANG BAR SIGNAGE, REFER AG500
629 NO PARKING IN ACCESSIBLE AISLE SIGNAGE REFER F1/AG-502
632 NO PARKING SIGNAGE REFER F2/AG-502
667 LINE OF WALL BELOW, SHOWN DASHED FOR CLARITY
690 2’-0” X 4’-0” FLOOR OPENING WITH REMOVABLE GRATING
691 4’-0” X 4’-0” FLOOR OPENING WITH REMOVABLE GRATING
KEYNOTES
611 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER D4/AG-501
615 7'-6" CLEARANCE BANG BAR SIGNAGE, REFER AG500
616 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER G7/AG-501
617 RESERVED ACCESSIBLE PARKING SIGNAGE, REFER C1/AG-502
618 RESERVED VAN ACCESSIBLE PARKING SIGNAGE, REFER C1/AG-502
619 COMPACT CAR PARKING SIGNAGE, REFER F4/AG-502
620 ELECTRIC VEHICLE PARKING SIGNAGE, REFER F7/AG-502
623 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER A4/AG-501
624 PEDESTRIAN WAYFINDING SIGNAGE, REFER F9/AG-502
625 EMERGENCY ILLUMINATED EXIT LIGHT, REFER ELECTRICAL
KEYNOTES
603 ACCESSIBLE VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS,
REFER B1/AG-501
604 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER C1/AG-501
605 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER D1/AG-501
606 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER E1/AG-501
607 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER F1/AG-501
608 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER G1/AG-501
610 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER C4/AG-501
KEYNOTES
547 4” WIDE PARKING STRIPING (TYP) PAINT BLUE
548 PAINTED NEW YORK STATE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFER
C3/AG-502
550 VEHICULAR FLEXIBLE DELINEATORS
563 MECHANICAL EQUIPMENT, REFER MECHANICAL
564 GARAGE FLOOR DRAINS, REFER PLUMBING
589 PIPE GUARD, TYPICAL AT ALL VERTICAL PIPE LOCATIONS, REFER F5/A-441
594 ELECTRICAL VEHICLE PARKING STALL WITH SINGLE CHARGING STATION; SHOWN
HATCHED
602 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER A1/AG-501
KEYNOTES
517 LINE OF FACILITY ABOVE, SHOWN DASHED FOR CLARITY
519 4” WIDE PARKING STRIPING (TYP) PAINT SAFETY YELLOW
521 ELECTRICAL VEHICLE CHARGING STATION PARKING (TYPICAL OF 6) WITH DUAL
CHARGING STATIONS (TYP OF 3); SHOWN HATCHED
524 ARROW INDICATES GARAGE DRAIN SLOPES, REFER PLUMBING FOR DRAIN
LOCATIONS
525 CONCRETE WALL, REFER STRUCTURAL
535 TYPICAL PARKING STRIPING DIMENSIONS
536 MECHANICAL VENTILATION CHASE, REFER STRUCTURAL AND MECHANICAL
542 7 STRAND 1/2" VEHICULAR RATED BARRIER CABLES AT EACH SIDE OF RAMP AT 4"
O.C. TO 3'-6" IN HEIGHT, REFER F8/S-504 FOR DETAIL OF VEHICULAR RATED CABLE
BARRIER.
GENERAL NOTES
A REFER A-320 FOR PARKING STRUCTURE BUILDING SECTIONS
B PROVIDE ANTI SLIP SURFACE FOR ALL PAVEMENT MARKINGS
C REFER A-441, A-442 FOR ENLARGED PLANS AT GARAGE LEVELS
D REFER A-631 FOR PARTITION TYPES
E REFER AG-501, AG-502 FOR WAYFINDING SIGNAGE AT GARAGE LEVELS
F REFER A-11A.A AND A-11B.A FOR DEDUCT ALTERNATE #2 FLOOR PLANS
G ALL GARAGE CMU PERIMETER WALLS TO BE VEHICULAR IMPACT RESISTANT,
REFER STRUCTURAL
A
M E
N D
M E
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A
M E
N D
M E
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/2
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A
M E
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M E
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/1
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1 1
1 1
1 1
1 1 1 1 1
FE
G
CEAC
2nd FLOOR 180.15'
MAHAN
3rd FLOOR 179.15'
STUDENT
COLLAB
MB-252
STUDENT
COLLAB
MB-253
STUDENT
COLLAB
MB-254
STUDENT
COLLAB
MB-255
MAHAN BRIDGE
MB-250
STUDENT
COLLAB
MB-251
STUDENT
COLLAB
MB-256
G3AB2 G3ABG3ABG3AB
6"
G3AB0 G3ABG3ABG3AB
6"
MB-250.2
EQ EQ 3' - 1"EQEQEQ
A-728.A
F2
D1(4) EQ GLASS PANELS
17' - 5" 5' - 11"
(4) EQ GLASS PANELS
17' - 5" 5' - 11"
(4) EQ GLASS PANELS
17' - 5"
B5
BZ
BY
B6 B7 B8
VENDING
MB-260
181' - 2"
DN
x4 x3 xA xB xC xE xH x5
VIF
23' - 4" (@ 1:20 SLOPE)
MB-250.1
STUDENT
STUDY
MB-258
A7
A-729.A
A7
A-729.A
D1
A-729.A
D1
A-729.A
/A1 A-112J
TELECOM
MB-257
10' - 0"
1' - 0 5/8"
1' - 0"
F2S0 F2SF2SF2S
F2S0 F2SF2SF2S
F2S0 F2SF2SF2S F2S0 F2SF2SF2S F2S0 F2SF2SF2S F2S0 F2SF2SF2S F2S0 F2SF2SF2S
F2S0 F2SF2SF2S
S32 S3S3S3 S32 S3S3S3
S32 S3S3S3
G20 G2G2G2
S32 S3S3S3 4"
S32 S3S3S3
F2S0 F2SF2SF2S
D8
A-517.A D8
A-517.A
D8
A-517.A
A-411E.50
E6
A-630.A
A7 TYP
A8
A-517.A
M B
-2 .1
M B
-2 .1
M B
-2 .1
G3AB0 G3ABG3ABG3AB
6"
G3AB0 G3ABG3ABG3AB
6"
G3AB0 G3ABG3ABG3AB
6"
A-630.A
C4
TYP
/8
17' - 6 3/4" 18' - 10 1/4" 19' - 9" 14' - 6 7/8" 1' - 0" 15' - 2 3/8" 14' - 7 1/2"
CO
COCO
CO
A1
A-631
A4
A-729.A
A4
A-729.A
A-728.A B1
/8
"D1
A-517.A
A5
A-517.A
D6
A-517.A
A6
A-619.A
TYP
A1
A-517.A
M B
-2 .1
70' - 8 7/8"
M B
-2 .1
M B
-2 .1
M B
-2 .1
A-515.A
A4
A-515.A
A1
A-515.A
E1
4' - 0"4' - 0"
ALIGN
E Q
E Q
G20 G2G2G2 6"
G20 G2G2G2 6"
A-515.A
C1
D4
A-517.A
/4
/8
180' - 0 1/4"
A-517.A
F6
A-517.A
F4
3' - 10"
2' - 0"
SEE A-203C FOR EXTERIOR
WALL CONSTRUCTION (TYP)
3' - 1"
(6) EQ PANELS
30' - 3"
(3) EQ PANELS
13' - 4 3/4"
(2) EQ PANELS)
9' - 5 7/8"(4
E Q
P A
N E
L S
(5
E Q
P A
N E
L S
/8
A-728.AA5
(3) EQ PANELS
10' - 5 1/2"
(3) EQ PANELS
10' - 8 1/8"
2' - 0"2' - 0"
11' - 7 3/4" 93' - 4" 5' - 4" 45' - 2"
21' - 8"52' - 9 1/2"24' - 8"7' - 0"
EJ AND COVER
EJ AND COVER
EQ
1' - 9"
" EXISTING COL; VIF
FLOOR
BOX
3' - 3" 1' - 5" 9' - 6" 6' - 8" 4' - 9"9' - 9"
"FLOOR
BOX
FLOOR
BOX
FLOOR
BOX
FLOOR
BOX
FLOOR
BOX
EQ EQ
FLOOR
BOX
SS FOOTRAIL SS FOOTRAIL SS FOOTRAIL
EXTENT OF
NEW FINISHES
IN CORRIDOR
SHOWN HATCHED
SEE INT DWGS
ELEVATION TYPICAL
FOR (3) GLASS WALLS
SECTOR LKEY PLAN
CEAC
MAHAN
GENERAL NOTES
1. SEE A-101 TO A-105 FOR EXTERIOR ARCHITECTURE PLANS AND
SEE A-200 SERIES FOR EXTERIOR ELEVATIONS FOR EXTERIOR
ENVELOPE TAGS AND CALLOUTS.
2. SEE A-400 SERIES FOR 1/4" PLANS AND ELEVATIONS.
3. SEE A-600 SERIES FOR PARTITION TYPES AND FIRE RATINGS.
4. SEE A-610 SERIES FOR INTERIOR DOOR SCHEDULE AND DETAILS,
AND INTERIOR WINDOW SCHEDULE AND DETAILS.
5. SEE A-622 FOR RETRACTABLE PARTITION SCHEDULE AND
DETAILS, AND A-624 FOR BIFOLD DOOR SCHEDULE AND DETAILS.
6. SEE I-000 AND I-100 SERIES FOR FINISH SCHEDULE AND
MATERIALS. SEE I-120 SERIES FOR FLOOR PATTERNS.
7. SEE STRUCTURAL PLANS FOR EDGE OF SLAB.
8. COORDINATE ALL EDGE OF SLAB GLASS GUARDRAIL AND WALL
EXTENTS WITH EDGE OF SLAB PLANS, ARCHITECTURAL FLOOR
PLANS, AND DETAILS. FIELD VERIFY OPENINGS PRIOR TO
SYSTEM COMPONENT FABRICATION AND/OR INSTALLATION.
9. NEW UL RATED WALLS SHALL BE ERECTED BY HOURLY RATING
PRIORITY IN DESCENDING ORDER AND SHALL BE ERECTED PRIOR
TO NON-RATED WALLS. UL RATED WALLS INTERSECTING
EXTERIOR WALLS SHALL BE EXTENDED THROUGH TO THE
EXTERIOR SHEATHING. REMOVE EXTERIOR WALL AS REQUIRED
TO PROPERLY INSTALL AND REPAIR IN KIND.
10. NEW WALLS SHALL BE ERECTED AS INDICATED AND PER DIVISION
04 SECTION "UNIT MASONRY" AND 09 SECTION “DRYWALL
SYSTEMS".
11. BUILDING MECHANICAL, ELECTRICAL, PLUMBING,
TELECOMMUNICATIONS, FIRE SAFETY, AND AUDIO-VISUAL
DEVICES, FIXTURES, PANELS, JUNCTION BOXES, RECEPTACLE
BOXES AND EQUIPMENT, SHALL BE INSTALLED IN WALLS SO ONLY
THE DEVICE, FACE PLATE, RECEPTACLES, FIXTURE OR
EQUIPMENT REQUIRING REGULAR USER INTERFACE IS EXPOSED.
NO PIPE, DUCT, CONDUIT, WIRE, JUNCTION BOXES, RECEPTACLE
BOXES OR OTHER SUCH ELEMENT SHALL BE EXPOSED.
12. BUILDING MECHANICAL, ELECTRICAL, PLUMBING,
TELECOMMUNICATIONS, FIRE SAFETY, AND AUDIO-VISUAL
DEVICES, FIXTURES, PANELS AND EQUIPMENT, SHALL BE
INSTALLED IN FINISHED CEILINGS (DRYWALL, ACT, WOOD PANEL,
ETC) SUCH THAT ONLY THE USER INTERFACE DEVICE, FIXTURE
OR EQUIPMENT IS EXPOSED. NO PIPE, DUCT, CONDUIT, WIRE,
CONNECTION BOXES, DRIVERS, OR OTHER SUCH ELEMENT
SHALL BE EXPOSED ON FINISHED FACE OF CEILING.
13. CONDUITS, DISCONNECTS, RECEPTACLES, SPECIAL VALVES AND
FIXTURE FOR UTILITES SERVING USER SUPPLIED EQUIPMENT IN
ALL TEACHING SPACES, SHALL BE SURFACE MOUNTED ON CMU
WALLS AND RECESSED MOUNTED IN DRYWALLS.
14. ALL EXTERIOR DOOR TAGS ARE SHOWN ON SHEET A-101.
15. ALL CORRIDORS TO HAVE SPECIAL WALL PROTECTION AS
INDICATED BY SUFFIX "S" IN PARTITION SCHEDULE EXCEPT FOR
FURRED WALL ALONG EAST FACADE.
16. NOT USED.
RAISED ACCESS FLOOR - SEE SHEET A-518
AND A-519 FOR TYPICAL DETAILS, SEE
STRUCTURAL DRAWINGS FOR
STRUCTURAL SLAB DETAILS AND SEE
INTERIOR DRAWINGS FOR EXTENT.
LEGEND
17. PROVIDE REINFORCING BLOCKING AS REQUIRED PER SHEET
A-603 FOR ALL WALL MOUNTED DEVICES AND WALL HUNG
FURNITURE, ETC.
18. SEE A-001 FOR EXPOSED STRUCT STEEL LEVEL OF FINISH.
19. SEE SHEET A-402 FOR M# MOUNTING HEIGHTS AND DETAILS.
EXTERIOR ROOF PLAN EXTENT
REF EXTERIOR DWGS
SEE FIN SCHED FOR APPLIED FIN SUCH AS CT, VINYL FABRIC,
PANELING, ETC.
STANDARD CMU SHALL BE 8" (NOM) THK UNO. NON-STANDARD
CMU THK ARE INDICATED AS FOLLOWS:
WHERE MFR'S HT LIMITATIONS ARE EXCEEDED DUE TO FIELD
CONDITIONS, USE HEAVIER GAUGE STUDS IN ACCORDANCE W/
MFR'S RECOMMENDATIONS.
ALL ACOUSTICAL STUD PARTITIONS WITH GWB ON EACH SIDE
(G3A/G3AB/G3ABS/G7AB) MUST BE TAPED AND ACOUSTICALLY
SEALED ON BOTH SIDES. COORDINATE WITH INSTALLATION OF
ADJACENT WALLS TO ENSURE STUD WALLS ARE PROPERLY
SEALED ON EACH SIDE.
FIRE RATED PTN'S ARE IDENTIFIED BY KEY & POCHE AS
FOLLOWS:
2 M3
1.
2.
3.
4.
5.
6"
NEW PARTITONS
NONRATED
1 HR FIRE RATED
2 HR FIRE RATED
EXISTING PARTITONS
NONRATED
EXISTING PARTITONS WHEN
RATING IS REQUIRED
SMOKE BARRIER
1 HR SMOKE BARRIER
2 HR SMOKE BARRIER
1 HR FIRE RATED
2 HR FIRE RATED
SMOKE BARRIER
1 HR SMOKE BARRIER
2 HR SMOKE BARRIER
GENERAL PARTITION NOTES:
04 8 16268
SCALE: 1/8" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
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RTA SUBMISSION
SCALE: 1/8" = 1'-0"A1
BRIDGE TO MAHAN - FLOOR PLAN (ADD ALT #2)
A
M E
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A
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