CS103.pdf

161.5

161.5

161.3

161.0

161.1

161.0

161.1

160.8

160.8

160.7

160.6

160.3

160.3

160.2

M

W

W

W

160.5

M

162.7

162.6

161.5

161.1

130.2

130.2

129.7

131.2

129.8

129.8

129.8

CB

B

M

133.7

132.3

131.3

E

130.1

129.0

128.5

CB

M

130.1

134.4

134.3

133.8

132.9

131.6

130.8

130.6

130.6

W

W

W

W

S

C

W

C

W

158.7

162.0 FFE

E

EE

W

E

E

132.7

CB

133.9

133.7

139.9 FFE

B

M

W

CULLUM HALL

BUILDING 605

4 STORY STONE

MASONRY

BUILDING

LINCOLN HALL

BUILDING 607

4 STORY STONE

MASONRY

BUILDING

GRASS

GRASS

GRASS

LOAD DOCK

WEST POINT

CLUB BUILDING

4 STORY STONE

MASONRY

BUILDING

CONC. WALK

ASPH.

DRIVE

RAMP

R

E

T

A

I N

I N

G

W

A

L

L

R E

T A

IN

IN

G W

A L L

C

O

N

C

L

K

ASPHALT

ASPHALT

RETAINING WALL

S

T

O

E

L

K

CULLUM ROAD

12" PINE

PLANTING BED

36"

LOCUST

"WEST POINT CLUB

BUILDING 603"

"YIELD"

COOLER

STAIRS

GATE CONTROL ARM

C

O

N

C

C

U

R

B

NO PARKING

NO PARKING

RET. WALL

CONC. C

URB

ADA PAD

CONC. CURB

CONC.

GUTTER

CONC. PAD WITH UNK.

UTILITIES

BENCHMARK:

BOX CUT

ELEV:129.39'

B-3

B-1

B-4

CLASS OF

1936 PLAQUE

WINDOW WELL

12" LOCUST

24"

LOCUST

12"

PINE

24"

OAK

12"

APPLE

2009 OFFICER

PLAQUE

RETAINING WALL

KOSCIUSZKO'S

GARDEN

STAIRS

STAIRS

CHAIN LINK FENCE

129.2

129.4

129.0 BW

128.6 BW

128.6 BW

128.6 BW

128.9 BW

130.5 BW

133.1 BW

133.3 BW

132.8 BW

132.9 BW

133.2 BW

133.1 BW

133.8 BW

134.5

135.0

129.3 TW

129.6 TW

129.4 TW

129.5 TW

130.0 TW

130.6 TW

130.9 BW

132.5 TW

133.5 BW

133.6 TW

133.5 TW

133.8 TW

133.3 TW

133.5 TW

134.8 TW

134.8 TW

135.3 TW

134.9 BW

139.1 TW

135.0 BW

139.2 TW

129.4

137.3 TW

134.4 BW

128.5 BW

129.3 TW

128.9

129.3

129.8

130.5

160.2 BC

159.5 BC

159.9 TC

158.9 BC

159.3 TC

158.6 BC

159.1 TC

157.8 BC

158.3 TC

160.6 TC

158.2 BC

158.6 TC

159.0 BC

159.4 TC

159.0 BC

159.4 TC

159.5 BC

159.8 TC

159.8 BC

160.3 TC

160.6 BC

161.0 TC

162.1 BC

162.4 TC

B-2

161.7 FFE

163.1 FFE

150.1 FFE

LINCOLN HALL

BUILDING 607

5 STORY STONE

MASONRY

BUILDING

F

T C

H A

IN

L

IN

K

F E

N C

E

START 4 FT

METAL HANDRAIL

4 FT METAL HANDRAIL

4 FT METAL

HANDRAIL

END 4 FT METAL

HANDRAIL

160.5

160.3 160.4

160.3

160.4

161.9 FFE

138.3 FFE

161.3 FFE

164.6 TW

159.6 BW

160.2 TW

158.0 BW

158.3 TW

156.4 BW

158.3 TW

151.0 BW

160.7 TW

152.0 BW

164.6 TW

157.2 BW

164.4 TW

161.8 BW

164.4 TW

161.6 BW

164.3 TW

161.5 BW

C

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

C

D

SD

SD

W

W

W

W

S

C

W

C

W

BENCHMARK:

X-CUT NORTH BOLT

ELEV:161.58'

SD

SD

SD

SD

P

V C

P

V C

RIM:160.53'

(E) INV.OUT=150.93'

(W) INV. IN=151.03'

SD

SD

SD

SD

SD

SD

SD

SD

SD

S D

RIM:160.70'

(S) INV.OUT=155.03'

(W) INV. IN=157.95'

(N) INV. IN=156.58'

(NE) INV. IN=155.45'

SD

SD

SD

RIM:159.56'

(S) INV.OUT=154.98'

(N) INV. IN=154.96'

SD

S D

RIM:158.76'

(S) INV.OUT=153.66'

(W) INV. IN=156.71'

(N) INV. IN=153.26'

SD

SD

SD

RIM:158.56'

(S) INV.OUT=152.86'

(N) INV. IN= NO ACCESS

(SE) INV. IN=156.11

SD

SD

RIM:157.76'

(S) INV.OUT=151.56'

(N) INV. IN=151.61'

RIM:158.36'

COVER INSIDE

MANHOLE

SD

RIM:159.05'

(N) INV.OUT=152.10'

(S) INV. IN=152.21'

(NW) INV. IN=155.90'

RIM:158.94'

INV.OUT=156.74'

RIM:158.96'

SUMP:156.61'

PVC SLEEVE

THROUGH

STRUCTURE

S D

S D

RIM:159.19'

(E) INV.OUT=154.34'

(N) INV. IN=154.79'

(S) INV. IN=154.69'

S

T

E

E

L

E

E

L

RIM:127.95'

INV. OUT=125.10'

RIM:134.03'

(E) INV.OUT=131.95'

(E) INV. OUT=131.95'

RIM:133.50'

CAR PARKED

ON TOP

RIM:147.70'

(S) INV.OUT=144.00'

(SW) INV. IN=145.35'

(W) INV. IN=145.20'

COMM

COMM

C

O M

M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM

C O

M

M

C O

M

M

C O

M

M

COMM

COMM

COMM

COMM

E E

E E

E E

E E E E

E 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

15" RCP

12" VCP

P

V C

10" VCP

8" VCP

15" RCP

15" RCP

H

D P

E

15" RCP

P

V

C

12" PVC

12" PVC

C M

P

H

D

P

E

P

E

CONC. CURB

CONC. WALK

CULLUM ROAD

S T

A I R

S

SALLY PORT

FIRE HYDRANT

ASPHALT

C L A

Y

APPROXIMATE LOCATION

OF EXISTING 10" WATER

MAIN PER WEST POINT

DPW DRAWINGS

G

G G

G

G

(2) 6" DIP

INV. 130.06±

(PER FIELD

INVESTIGATION)

6" CLAY PIPE

INV. 129.87±

(PER FIELD

INVESTIGATION)

C

R

E

L

L

S

T

O

N

E

STAIRS

CONC. WALK

S T

A I R

S

APPROXIMATE LOCATION

OF EXISTING 10" WATER

MAIN PER WEST POINT

DPW DRAWINGS

STEEL PLATE OVER

COMMUNICATION MANHOLE

DOUBLE YELLOW LINE

ELECTRICAL

TRANSFORMER

MECHANICAL

YARD

MECHANICAL YARD DUNNAGE

WITH FIRE PUMP HOUSE BELOW

S

D

E

DN

W

D

D

E

W

D

G G

D

C

D

S X

X

X

X

X

X

X

X

X X

X

X

X X

XX

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X X

X

TC 158.95

BC 158.45

FLUSH CURB

133.00

DOOR THRESHOLD

EL. 133.08+/- (SEE

STRUCTURAL AND

ARCHITECTURAL

DRAWINGS FOR

DOOR WIDENING)

FLUSH CURB

158.90

G 159.60

G 159.40

TP: 134.96

TP 135.46

TP: 134.74

TP: 134.74

TP: 134.96

TP: 135.46

TP: 135.46

G: 134.82

TP: 135.46

G: 134.08

G: 134.33

G: 159.00

G 159.80

G 159.80

G 160.23

TC 159.65

BC 159.15

TC 159.40

BC 158.80

TC 159.59

BC 159.09

TC 159.51

BC 159.01

G 159.60

G 160.00

G 159.65

G 159.55

G 159.05

G 159.70

TC 159.50

BC 159.00

TC 159.58

BC 158.16

TC 159.60

BC 159.10

TC 134.06

BC 133.95

TC 133.90

BC 133.40

G: 133.90

TC 133.90

BC 133.40

TC 133.86

BC 133.70

G: 133.86

APPROXIMATE LOCATION OF

EXISTING UNDERGROUND

UTILITY TUNNEL.

E

E

TEMPORARY SITE

CONSTRUCTION

FENCE ENCLOSURE

W

E

D

CO

CO

CO

F

F

D

DD

CO

D

CO CO

SCHEDULED TEMPORARY

CLOSURE FOR ELECTRICAL,

COMMUNICATION, AND SITE

CIVIL WORK - COORDINATE

CLOSURES WITH WEST POINT

DPW, MWR, AND THE CULLUM

HALL CONSTRUCTION TEAM

GOVERNMENT TRAILER - WILL

SWITCH FROM CULLUM TO

LINCOLN PERSONNEL ONCE

CULLUM HALL IS COMPLETE

20' WIDE TEMPORARY

CONSTRUCTION GATE

SOCCER FIELD MAINTENANCE

ACCESS MUST REMAIN OPEN

AND OPERATIONAL AT ALL

TIMES

SOCCER FIELD SPECTATOR

ENTRANCE MUST REMAIN OPEN

AND OPERATIONAL AT ALL

TIMES

MAINTAIN ACCESS TO WEST

POINT CLUB / DOCK

SCHEDULED / COORDINATE

DELIVERY ROUTE - ISOLATED

TEMPORARY CLOSURES

TEMPORARY SITE

CONSTRUCTION FENCE

ENCLOSURE - GATE

LOCATION AS REQUIRED

CONTRACTOR LAYDOWN OR

TRAILER AREA AFTER CULLUM

HALL IS COMPLETE

CONTRACTOR LAYDOWN AREA

AFTER CULLUM HALL IS

COMPLETE

CONTRACTOR LAYDOWN

AND/OR TRAILER AREA

FOR ENTIRETY OF

LINCOLN HALL PROJECT

TEMPORARY SITE

CONSTRUCTION FENCE

ENCLOSURE - GATE

LOCATION AS REQUIRED

MAINTAIN VEHICULAR

ACCESS AND PARKING

ALONG BUILDING 609

BUILDING 609

MAINTAIN ACCESS TO WEST

POINT CLUB AND CULLUM HALL

INCLUDING CONSTRUCTION

ACCESS TO CULLUM HALL AND

ABUP CHILLER PROJECT

MAINTAIN ACCESS TO WEST

POINT CLUB AND CULLUM HALL

INCLUDING CONSTRUCTION

ACCESS TO CULLUM HALL AND

ABUP CHILLER PROJECT

MAINTAIN ACCESS TO WEST

POINT CLUB AND CULLUM HALL

INCLUDING CONSTRUCTION

ACCESS TO CULLUM HALL AND

ABUP CHILLER PROJECT

AREA WITHIN THE DASHED LINE IS

CURRENTLY OCCUPIED BY CULLUM

HALL CONSTRUCTION OPERATIONS

N

D A

T E

M A

R K

D E

S C

R I P

T I O

N

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

C O

N T

R A

O

S O

L I C

I T

A T

I O

N

N

O

F I L

U M

B E

R

SHEET ID

F I

M

E

U S

A

R M

Y

C

O R

F

E

N G

I N

E E

R S

US Army Corps of Engineers

L I N

C O

L L

W E

I N

T

N

Y

R

K

W D

S C

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M

A R

A N

S I

D

W D

S R

B U

I L D

I N

G

R

E N

O V

A T

I O

N

L I N

C O

REVISED RTA SUBMISSION 3/1/2023

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A1

CONSTRUCTION LOGISTICS PLAN

SCALE: 1"=20'

I S

S U

V

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M E

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M c K

E E

V E

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P

A T

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U R

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C I V

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CS103

N

20' 40'0