CD101.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

W

E

E

132.7

CB

133.9

133.7

139.9 FFE

B

M

28"

MAPLE

CULLUM HALL

BUILDING 605

4 STORY STONE

MASONRY

BUILDING

LINCOLN HALL

BUILDING 607

4 STORY STONE

MASONRY

BUILDING

30"

MAPLE

GRASS

GRASS

R A

M P

C O

N C

W

A L K

R

E

T A

I N

I N

G

W

A

L L

R

E

T A

I N

I

L L

ASPHALT

ASPHALT

ASPHALT

RETAINING WALL

P

A

V

E

M

E

T

E

D

G

E

PAVEMENT EDGE

S

T

O

L

K

CULLUM ROAD

12" PINE

PLANTING BED

36"

LOCUST

"YIELD"

GATE

CONTROL

ARM

C O

N C

C

U R

B

NO PARKING

RET. WALL

CONC. CURB

ADA PAD

BENCHMARK:

BOX CUT

ELEV:129.39'

B-3

OLD SIGN

BASE

B-1

B-4

WINDOW WELL

12" LOCUST

24"

LOCUST

12"

PINE

RETAINING WALL

CONC. CURB

CONC.

KOSCIUSZKO'S

GARDEN

STAIRS

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

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

134.9 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

160.6 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

I

L

K

F

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

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

CB

CB

CB

CB

N

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

HPS HPS HPS HPS HPS HPS

C

W W

W

S

A

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

S D

S D

C

D

SD

SD

S

S

W

W

W

W

S

C

W

BENCHMARK:

X-CUT NORTH BOLT

ELEV:161.58'

CB

CB

CB SD

SD

SD SD

SD

SD

SD

S A

N

S A

N

S A

N

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

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

SD

SD

RIM:159.56'

(S) INV.OUT=154.98'

(N) INV. IN=154.96'

SD

SD

S D

RIM:158.76'

(S) INV.OUT=153.66'

(W) INV. IN=156.71'

(N) INV. IN=153.26'

SD

SD

RIM:158.56'

(S) INV.OUT=152.86'

(N) INV. IN= NO ACCESS

(SE) INV. IN=156.11

SD

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

S D

RIM:159.19'

(E) INV.OUT=154.34'

(N) INV. IN=154.79'

(S) INV. IN=154.69'

S

A

N

S

E

E

L

E

E

L

RIM:129.61'

NO VISIBLE PIPES

SD

RIM:127.95'

INV. OUT=125.10'

RIM:130.31'

6" VERT. PIPE

INV.=127.31'

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'

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM

COMM

COMM

COMM

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

E E

E E

E

W W W W

W

W W W

W

DUMPSTER

G

W

W

W W

W

W

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G

G

G G

G

G G

G

G

G G

G

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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

P

V

C

12" PVC

C M

P

H

P

E

P

E

CONC. CURB

CONC. WALK

CULLUM ROAD

S T

A I R

S

SALLY PORT

FIRE HYDRANT

W W

W W

W W

W W

W W

ASPHALT

C L A

Y

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

W

W

W

W

W

W

W

W

W W

W

APPROXIMATE LOCATION

OF EXISTING 10" WATER

MAIN PER WEST POINT

DPW DRAWINGS

G

S

D

S

D

(2) 6" DIP

INV. 130.06±

(PER FIELD

INVESTIGATION)

6" CLAY PIPE

INV. 129.87±

(PER FIELD

INVESTIGATION)

R

E

L

L

S

T

O

N

E

CONC. CURB

STAIRS

CONC. WALK

S T

A I R

S

CONC. WALK

APPROXIMATE LOCATION

OF EXISTING 10" WATER

MAIN PER WEST POINT

DPW DRAWINGS

RETAINING WALL

METAL

COVER

METAL

RAILING

METAL HATCH

ON CONC. SLAB

METAL

STRUCTURE W/

HVAC EQUIP.

"RESERVED CPA PASS"

STEEL PLATE OVER

COMMUNICATION MANHOLE

"LINCOLN HALL

BUILDING 607"

METAL RAILING

DOUBLE YELLOW LINE

ELECTRICAL

TRANSFORMER

MECHANICAL

YARD

MECHANICAL YARD DUNNAGE

WITH FIRE PUMP HOUSE BELOW

S

D

S

D

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

FF

E E

E E E

E E

E E

E E

E E

E E

E E

E E

E E

E

DN

SD

SD

S D

F

F

F F

W

D

D

S

D

E

W

F F

F F

F F

W

S

A

N

S

A

N

E S

ES

D

EE

COMM

G G

G

D

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

SD

CO

F F

F F

S D

S D

S D

SD

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

FLUSH CURB

133.00

DOOR THRESHOLD

EL. 133.08+/- (SEE

STRUCTURAL AND

ARCHITECTURAL

DRAWINGS FOR

DOOR WIDENING)

TP 135.46

TP: 135.46

G: 134.82

TP: 135.46

G: 134.08

G: 134.33

G 159.80

G 159.80

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.

CO

E

E

X

X X

X X

X X

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X X

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2 2

D A

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M A

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D E

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R I P

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Y

D E

S I G

N E

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S U

B M

I T

T E

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B

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S I Z

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C H

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K E

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I S

S U

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A T

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C O

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R A

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S O

L I C

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F I

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B E

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SHEET ID

F I

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U S

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C

O R

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N G

I N

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R S

US Army Corps of Engineers

L I N

C O

L L

W E

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L I N

C O

REVISED RTA SUBMISSION 3/1/2023

G

2 3 4 5 6 7 8 9 10

F

E

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B

A

N

A1

DEMOLITION PLAN

SCALE: 1"=20'

I S

S U

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M E

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M E

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M c K

E E

V E

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I L

CD101

20' 40'0

SHEET KEYNOTES

1. EXISTING CONCRETE CURB TBR (TYP.)

2. EXISTING CONCRETE SIDEWALK TBR (TYP.)

3. REMOVE AND STORE LIGHT POLE FOR REPLACEMENT AND

CLEAN/REPAIR/REPAINT TO EXISTING CONDITIONS AS

REQUIRED

4. EXISTING SIGN TBR, SALVAGED, AND REPLACED

5. SAWCUT EXISTING PAVEMENT (TYP.)

6. INLET TO BE MODIFIED FOR NEW STORM PIPE

7. EXISTING LANDSCAPE TBR (TYP.)

8. EXISTING TREE TBR (TYP.)

9. EXISTING BUILDING SIGN TBR

10. STORM INLET TBR. EXCAVATE TO VERIFY EXISTING PIPE SIZE,

LOCATION, DISCHARGE POINT, AND INVERTS. REPORT FINDINGS

TO COR PRIOR TO REMOVAL. CLEAN EXISTING PIPE FROM INLET

TO DISCHARGE POINT.

11. LIMIT OF DISTURBANCE (TYP) (27,200 SF TOTAL, 17,500 SF SOIL

DISTURBANCE ONLY, 9,700 SF PAVEMENT MILLING)

12. PIV TBR

13. MANHOLE RIM AND COVER TBR AND RESET TO GRADE (TYP.)

14. METAL RAILING TBR

15. METAL COVER TBR

16. METAL HATCH AND CONCRETE SLAB TBR

17. METAL STRUCTURE WITH HVAC EQUIPMENT TBR

18. PORTION OF EXISTING ELECTRIC DUCT BANK TO THE BUILDING

TO BE CAPPED AND REMOVED

19. PORTION OF EXISTING RETAINING WALL FROM THE BUILDING TO

THE FIRST STEP IN THE WALL TO REMAIN. REMOVE PORTION OF

WALL FROM THE FIRST STEP NORTH TO END OF WALL.

20. PAVEMENT MARKINGS TBR AND REPLACED (TYP.)

21. STORM PIPE TBR

22. CUT AND CAP EXISTING WATER SERVICE

23. CUT AND CAP EXISTING GAS SERVICE

24. TREE PROTECTION FENCE (TYP.) (C-503/D2)

25. TEMPORARY CONSTRUCTION FENCE (TYP.) (C-502/D8)

26. MANHOLE TBR

27. CONCRETE PAD WITHIN THE SALLYPORT TBR (COORDINATE

WITH STRUCTURAL DRAWINGS)

28. DUMPSTER TBR BY WEST POINT DPW

29. REMOVE PAVEMENT/ASPHALT UP TO TOP STEP. STAIRS TO

REMAIN AND BE REPAIRED AND PROTECTED DURING

CONSTRUCTION.

30. WALKWAY/STEPS TO BE PROTECTED DURING CONSTRUCTION

31. METAL RAILING TBR TO NEAREST POST OUTSIDE THE LOD.

SALVAGE, REPAIR, AND REPAINT TO EXISTING CONDITIONS.

SALVAGE FOR REUSE AT SAME LOCATION.

32. EXISTING INLET FRAME AND GRATE TO BE REMOVED AND

RESET TO GRADE.

33. FULL DEPTH BITUMINOUS ASPHALT PAVEMENT REMOVAL

WITHIN PAVEMENT SAWCUT LIMITS (TYP.)

34. 2" PAVEMENT MILLING BETWEEN LOD AND FULL DEPTH

PAVEMENT REMOVAL OR EXISTING SITE FEATURES TO REMAIN

35. ENTIRE LENGTH OF EXISTING STREET LIGHTING ELECTRIC

SERVICE TO REMAIN AND BE PROTECTED DURING

CONSTRUCTION.

36. ENTIRE LENGTH OF EXISTING GAS SERVICE TO REMAIN AND BE

PROTECTED DURING CONSTRUCTION.

37. CLIN 0002 ALL WORK ASSOCIATED WITH THE SIDEWALK, CURBS,

AND ANY UTILITIES OUTSIDE THE 5 FT LINE (TYP.)

38. EXISTING STORM PIPE SIZE AND LOCATION NOT VERIFIED.

1. REMNANTS OF BATTERY KNOX OR OTHER UNKNOWN PREVIOUS

STRUCTURES MAY BE DISCOVERED DURING DEMOLITION /

CONSTRUCTION WORKS. NOTIFY USACE COR IF A STRUCTURE

IS DISCOVERED. DPW'S CULTURAL RESOURCES WILL

DOCUMENT THE FINDINGS. THE STRUCTURE AND UNSUITABLE

FILL MUST B E REMOVED TO ALLOW FOR THE INSTALLATION OF

NEW WORK AND BACKFILLED WITH SUITABLE MATERIAL, AS

DEPICTED IN THE CONTRACT DOCUMENTS. THE APPROXIMATE

LOCATION OF BATTERY KNOX IS DEPICTED ON SHEET 1A OF

THE AS-BUILT DRAWINGS FOR BUILDING 607, LOCATED WITHIN

SECTION 01 57 19 OF THE CONTRACT SPECIFICATIONS.

GENERAL SHEET NOTES