W912QR01969097Plans-0003.pdf

ABANDONED RAILROAD TRACK

BUILDING 2522

IN

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ABANDONED RAILR

OAD TRACK

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ABANDONED R

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LOADING DOCK LOADING DOCK

DOOR 5

N 1330968.6600

E 3019828.1700

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50'272.76'52.3'

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CERTIFIED FINAL

N O

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GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

SECURITY FENCE

CONTRACTOR WORK LIMITS

R

7. SEE SHEET CU102 FOR SITE UTILITY PLAN.

6. SEE SHEET CG102 FOR GRADING PLAN.

5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

OTHERWISE NOTED.

2. DIMENSIONS ARE MEASURED TO PAVEMENT EDGES UNLESS

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

TE

REINFORCED ODD SHAPED SLAB

THICKENED EDGE

TRANSVERSE CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

NECESSARY TO MATCH NEW FENCE ALIGNMENT.

16. ADJUST EXISTING FENCE, POST, AND GATE LEAF AS

ASPHALT/GRAVEL EDGE. SEE SHEET CP501, DETAIL E2

15. GRAVEL OVERLAY BETWEEN NEW DRIVEWAY AND EXISTING

14. STOP SIGN R-1.

BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

13. EXISTING DOUBLE SWING GATE FOR TRUCK ACCESS SHALL

INSTALL SECURITY UPGRADES PER CS501/A1.

IN PAVEMENT AREAS, DISCONTINUE STONE BARRIER.

12. AT EXISTING VEHICLE SWING GATES AND FENCE LOCATED

PAVEMENT AREAS. SEE CS501/A8.

EXISTING SWING GATES AND FENCE LOCATED IN

ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

BOTTOM OF EXISTING FENCE, INSTALL STONE BARRIER

11. TO ELIMINATE OUT-OF-COMPLIANCE OPENINGS ALONG

SURFACE EXISTING POV/EMPLOYEE PARKING LOT.

10. EXCAVATED GRAVEL MATERIALS MAY BE USED TO

9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

4. NEW VERTICAL PIVOT TRUCK GATE BY OTHERS.

SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

1. NEW CONCRETE PAVEMENT. SEE CP501/E8.

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N 1 330 777.92

E 3 019 856.66

N 1 330 965.51

E 3 019 594.02

N 1 331 056.06

E 3 019 594.79

N 1 330 955.99

E 3 019 522.62

N 1 331 054.90

E 3 019 596.42

N 1 330 954.80

E 3 019 524.23

(FENCE)

(FENCE)

6 16

N 1 330 782.92

E 3 019 830.74

N 1 330 791.06

E 3 019 836.55

LRL_Screen.dscriptLRL_pdf.pltcfg1:03:28 PM 12/8/2020

...\Military\481350\CAD_BIM\CAD_BIM\03_Sheets\481350_CS102xxx.dgn

CS102A1

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LOADING DOCK LOADING DOCK

DOOR 4

N 1330673.1040

E 3020167.7640

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SHEET KEYNOTES

LEGEND

SECURITY FENCE

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7. SEE SHEET CU102 FOR SITE UTILITY PLAN.

6. SEE SHEET CG102 FOR GRADING PLAN.

5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

OTHERWISE NOTED.

2. DIMENSIONS ARE MEASURED TO PAVEMENT EDGES UNLESS

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

TE

REINFORCED ODD SHAPED SLAB

THICKENED EDGE

TRANSVERSE CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

NECESSARY TO MATCH NEW FENCE ALIGNMENT.

16. ADJUST EXISTING FENCE, POST, AND GATE LEAF AS

ASPHALT/GRAVEL EDGE. SEE SHEET CP501, DETAIL E2

15. GRAVEL OVERLAY BETWEEN NEW DRIVEWAY AND EXISTING

14. STOP SIGN R-1.

BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

13. EXISTING DOUBLE SWING GATE FOR TRUCK ACCESS SHALL

INSTALL SECURITY UPGRADES PER CS501/A1.

IN PAVEMENT AREAS, DISCONTINUE STONE BARRIER.

12. AT EXISTING VEHICLE SWING GATES AND FENCE LOCATED

PAVEMENT AREAS. SEE CS501/A8.

EXISTING SWING GATES AND FENCE LOCATED IN

ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

BOTTOM OF EXISTING FENCE, INSTALL STONE BARRIER

11. TO ELIMINATE OUT-OF-COMPLIANCE OPENINGS ALONG

SURFACE EXISTING POV/EMPLOYEE PARKING LOT.

10. EXCAVATED GRAVEL MATERIALS MAY BE USED TO

9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

4. NEW VERTICAL PIVOT TRUCK GATE BY OTHERS.

SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

1. NEW CONCRETE PAVEMENT. SEE CP501/E8.

LRL_Screen.dscriptLRL_pdf.pltcfg1:04:06 PM 12/8/2020

...\Military\481350\CAD_BIM\CAD_BIM\03_Sheets\481350_CS103xxx.dgn

CS103A1

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GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

SECURITY FENCE

CONTRACTOR WORK LIMITS

R

7. SEE SHEET CU102 FOR SITE UTILITY PLAN.

6. SEE SHEET CG102 FOR GRADING PLAN.

5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

OTHERWISE NOTED.

2. DIMENSIONS ARE MEASURED TO PAVEMENT EDGES UNLESS

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

TE

REINFORCED ODD SHAPED SLAB

THICKENED EDGE

TRANSVERSE CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

NECESSARY TO MATCH NEW FENCE ALIGNMENT.

16. ADJUST EXISTING FENCE, POST, AND GATE LEAF AS

ASPHALT/GRAVEL EDGE. SEE SHEET CP501, DETAIL E2

15. GRAVEL OVERLAY BETWEEN NEW DRIVEWAY AND EXISTING

14. STOP SIGN R-1.

BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

13. EXISTING DOUBLE SWING GATE FOR TRUCK ACCESS SHALL

INSTALL SECURITY UPGRADES PER CS501/A1.

IN PAVEMENT AREAS, DISCONTINUE STONE BARRIER.

12. AT EXISTING VEHICLE SWING GATES AND FENCE LOCATED

PAVEMENT AREAS. SEE CS501/A8.

EXISTING SWING GATES AND FENCE LOCATED IN

ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

BOTTOM OF EXISTING FENCE, INSTALL STONE BARRIER

11. TO ELIMINATE OUT-OF-COMPLIANCE OPENINGS ALONG

SURFACE EXISTING POV/EMPLOYEE PARKING LOT.

10. EXCAVATED GRAVEL MATERIALS MAY BE USED TO

9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

4. NEW VERTICAL PIVOT TRUCK GATE BY OTHERS.

SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

1. NEW CONCRETE PAVEMENT. SEE CP501/E8.

11 1112

(GATE)

(GATE)

(FENCE)

LRL_Screen.dscriptLRL_pdf.pltcfg1:04:17 PM 12/8/2020

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CS104A1

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CERTIFIED FINAL

N O

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GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

SECURITY FENCE

CONTRACTOR WORK LIMITS

R

7. SEE SHEET CU102 FOR SITE UTILITY PLAN.

6. SEE SHEET CG102 FOR GRADING PLAN.

5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

OTHERWISE NOTED.

2. DIMENSIONS ARE MEASURED TO PAVEMENT EDGES UNLESS

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

TE

REINFORCED ODD SHAPED SLAB

THICKENED EDGE

TRANSVERSE CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

NECESSARY TO MATCH NEW FENCE ALIGNMENT.

16. ADJUST EXISTING FENCE, POST, AND GATE LEAF AS

ASPHALT/GRAVEL EDGE. SEE SHEET CP501, DETAIL E2

15. GRAVEL OVERLAY BETWEEN NEW DRIVEWAY AND EXISTING

14. STOP SIGN R-1.

BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

13. EXISTING DOUBLE SWING GATE FOR TRUCK ACCESS SHALL

INSTALL SECURITY UPGRADES PER CS501/A1.

IN PAVEMENT AREAS, DISCONTINUE STONE BARRIER.

12. AT EXISTING VEHICLE SWING GATES AND FENCE LOCATED

PAVEMENT AREAS. SEE CS501/A8.

EXISTING SWING GATES AND FENCE LOCATED IN

ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

BOTTOM OF EXISTING FENCE, INSTALL STONE BARRIER

11. TO ELIMINATE OUT-OF-COMPLIANCE OPENINGS ALONG

SURFACE EXISTING POV/EMPLOYEE PARKING LOT.

10. EXCAVATED GRAVEL MATERIALS MAY BE USED TO

9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

4. NEW VERTICAL PIVOT TRUCK GATE BY OTHERS.

SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

1. NEW CONCRETE PAVEMENT. SEE CP501/E8.

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1 98765432

®of Engineers

US Army Corps

U .S

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5' MIN.

SEE DETAIL C5SEE DETAIL C5 SEE DETAIL C5

NEW OR EXISTING PAVEMENT EDGE

(ASPHALT OR CONCRETE)

ODD SHAPED

REINFORCED SLAB

NEW REINFORCED

CONCRETE PAVEMENT

@ MISMATCHED JOINTS

CONSTRUCTION JOINT (CJ)

A1

NTS

RADIAL CONCRETE JOINT DETAILS

A5

NTS

CONCRETE PAVEMENT JOINT DETAILS

C5

NTS

CONCRETE JOINT DETAILS

EXPANSION JOINT DETAIL

JOINT SEAL

BUTT JOINT

PAVEMENT SIDE

END OF DOWEL AT NEW

PAINT AND OIL THE

SMOOTH DOWEL @ 12" O.C.

1" DIA. x 16" L

INTO EXISTING PAVEMENT

DRILL AND EPOXY DOWEL

JOINT SEAL

JOINT SEAL

JOINT FILLER

MATERIAL

BACKER

JOINT SEALER

POURED

SURFACE

PAVEMENT

SURFACE

PAVEMENT

JOINT SEALER

POUREDJOINT SEALER

POURED

MATERIAL

BACKERMATERIAL

BACKER

SURFACE

PAVEMENT

OR INSERT

INITIAL SAWCUT

CRACK

JOINT BOTTOM

BUTTED JOINT

NTS

E5

GRAVEL PAVEMENT

E8

PLAIN CONCRETE PAVEMENT

HEAVY DUTY

HEAVY DUTY

9" PCCP

NO. 53 AGG

6" INDOT

TO 95% DENSITY

COMPACT TOP 12" OF SUBGRADE

AND WHERE ABUTS ASPHALT

THICKENED EDGE AT FREE ENDS

NO. 2 AGG

6" INDOT

TO 95% DENSITY

COMPACT TOP 12" OF SUBGRADE

NO. 53 AGG

10" INDOT

.2

T

5' MIN.

NOTES:

1. PROVIDE REINFORCEMENT FOR ALL ODD-SHAPED SLABS.

2. FOR REINFORCED CONCRETE PAVEMENT (R),

PLACE #4 BAR @ 12 INCH O.C./E.W. PARALLEL AND

PERPENDICULAR TO THE LONGEST JOINT.

3. REINFORCING STEEL MAY BE WELDED WIRE FABRIC.

THICKENED EDGE

THICKENED EDGE EXPANSION JOINT (EJ/TE)

LONGITUDINAL AND TRANSVERSE

CONTRACTION JOINT (LCJ/TCJ)

CONSTRUCTION JOINTCONTRACTION JOINT DETAIL

W = WIDTH OF SEALANT RESERVOIR (3/4")

D = DEPTH OF SEALANT (1.0 TO 1.5 x W)

W

W W

D

D

D

T

T = DEPTH OF INITIAL SAWCUT (2.25")

BELOW TOP OF PAVEMENT.

NOTE: TOP OF SEALANT WILL BE 1/8-IN. TO 1/4-IN.

TO 95% DENSITY

COMPACT TOP 12" OF SUBGRADE

E2

GRAVEL OVERLAY

NO. 53 AGG

6" INDOT

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DASHED ITEMS ARE TO BE REMOVED TO ACCOMPLISH

NEW FLOOR PLAN. SEE SHEET KEYNOTES FOR DETAILED

INFORMATION. COORDINATE W/ NEW CONSTRUCTION

DESIGN / SEE SHEET A-102 AND A-103.

GENERAL SHEET NOTES:

DEMOLITION

ANY EXISTING FINISHES/ITEMS DAMAGED BY

CONTRACTOR, NOT INDICATED FOR REMOVAL, WILL BE

REPAIRED/REPLACED W/ LIKE FINISHES AS APPROVED BY

COR.

ALL DIMENSIONS ARE APPROXIMATE AND SHALL TO BE

FIELD VERIFIED BY CONTRACTOR.

1.

2.

3.

PROTECT EXISTING PLUMBING FIXTURES NOT

SCHEDULED TO BE DEMOLISHED.

4.

CONTRACTOR IS RESPONSIVBLE FOR THE ABATEMENT,

REMOVAL AND CLEANUP OF EXISTING ASBESTOS AND

LEAD IN ACCORDACE TO FEDERAL AND LOCAL

REQUIREMENTS & REGULATIONS. REFER TO

SPECIFICATIONS: 02 82 00 and 02 03 13.00 06, and REPORTS:

B2522 LBP Report, B2522 PCB Report and B2522 ASB Report.

5.

OPTION 1 DRAWINGS ILLUSTRATE THE SCOPE OF WORK

ASSOCIATED WITH OPTION 1 ONLY. CONTRACTOR TO

REFER TO BASE BID DRAWINGS FOR THE SCOPE OF

WORK ASSOCIATED WITH THE BASE BID.

6.

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. ENSURE THAT EXTERIOR METAL TRIM IS

PRESERVED IN PLACE (BASE BID)

KEYED NOTES: DEMOLITION

DEMOLISH WALL FULL HEIGHT TO EXISTING STRUCTURE

ABOVE AS DESCRIBED ON PLAN (OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING WALL

(OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING HAND WASHING

FOUNTAIN AND ASSOCIATED COMPONENTS. COORDINATE

WITH MECHANICAL DRAWINGS. (OPTION 1)

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. (BASE BID)

A

B

C

D

E

F

G

REMOVE PORTION OF CMU WALL BELOW WINDOW SILL TO

MAKE ROOM FOR NEW DOOR. (BASE BID)

REMOVE EXISTING PLYWOOD CEILNG. (BASE BID AND

OPTION 1)

H

REMOVE & DISPOSE EXISTING FLOORING. CLEAN, PATCH,

LEVEL, AND PREPARE FLOOR FOR NEW FLOORING. (BASE

BID AND OPTION 1)

J REMOVE & DISPOSE EXISTING LIGHTING, COORDINATE

WITH ELECTRICAL DRAWINGS

K EXISTING REFRIGERATORS AND VENDING MACHINES.

PROTECT DURING CONSTRUCTION AND/OR SALVAGE.

COORDINATE WITH BASE BID AND OPTION 1 DRAWINGS

TO RELOCATE.

L

EXISTING ELECTRICAL EQUIPMENT. PROTECT AND/OR

SALVAGE DURING CONSTRUCTION. COORDINATE WITH

ELECTRICAL DRAWINGS

M REMOVE & DISPOSE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

US Army Corps of Engineers ®

SHEET ID

U S

AR

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Y C

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PS

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AD102

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1/4" = 1'-0"1 ENLARGED FLOOR PLAN DEMOLITION (BASE BID) - AREA "A"

M

AR

K D

ES

C

R

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AM

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OFFICE

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OFFICE

004B

OFFICE

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WOMEN'S ROOM

004A

OFFICE

OFFICE

004D

LOADING DOCK ABOVE GROUND

1 / AD-102

1 / AD-102

LIMITS OF BASE BID

DEMOLITION

DASHED ITEMS ARE TO BE REMOVED TO ACCOMPLISH

NEW FLOOR PLAN. SEE SHEET KEYNOTES FOR DETAILED

INFORMATION. COORDINATE W/ NEW CONSTRUCTION

DESIGN / SEE SHEET A-102 AND A-103.

GENERAL SHEET NOTES:

DEMOLITION

ANY EXISTING FINISHES/ITEMS DAMAGED BY

CONTRACTOR, NOT INDICATED FOR REMOVAL, WILL BE

REPAIRED/REPLACED W/ LIKE FINISHES AS APPROVED BY

COR.

ALL DIMENSIONS ARE APPROXIMATE AND SHALL TO BE

FIELD VERIFIED BY CONTRACTOR.

1.

2.

3.

PROTECT EXISTING PLUMBING FIXTURES NOT

SCHEDULED TO BE DEMOLISHED.

4.

CONTRACTOR IS RESPONSIVBLE FOR THE ABATEMENT,

REMOVAL AND CLEANUP OF EXISTING ASBESTOS AND

LEAD IN ACCORDACE TO FEDERAL AND LOCAL

REQUIREMENTS & REGULATIONS. REFER TO

SPECIFICATIONS: 02 82 00 and 02 03 13.00 06, and REPORTS:

B2522 LBP Report, B2522 PCB Report and B2522 ASB Report.

5.

OPTION 1 DRAWINGS ILLUSTRATE THE SCOPE OF WORK

ASSOCIATED WITH OPTION 1 ONLY. CONTRACTOR TO

REFER TO BASE BID DRAWINGS FOR THE SCOPE OF

WORK ASSOCIATED WITH THE BASE BID.

6.

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. ENSURE THAT EXTERIOR METAL TRIM IS

PRESERVED IN PLACE (BASE BID)

KEYED NOTES: DEMOLITION

DEMOLISH WALL FULL HEIGHT TO EXISTING STRUCTURE

ABOVE AS DESCRIBED ON PLAN (OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING WALL

(OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING HAND WASHING

FOUNTAIN AND ASSOCIATED COMPONENTS. COORDINATE

WITH MECHANICAL DRAWINGS. (OPTION 1)

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. (BASE BID)

A

B

C

D

E

F

G

REMOVE PORTION OF CMU WALL BELOW WINDOW SILL TO

MAKE ROOM FOR NEW DOOR. (BASE BID)

REMOVE EXISTING PLYWOOD CEILNG. (BASE BID AND

OPTION 1)

H

REMOVE & DISPOSE EXISTING FLOORING. CLEAN, PATCH,

LEVEL, AND PREPARE FLOOR FOR NEW FLOORING. (BASE

BID AND OPTION 1)

J REMOVE & DISPOSE EXISTING LIGHTING, COORDINATE

WITH ELECTRICAL DRAWINGS

K EXISTING REFRIGERATORS AND VENDING MACHINES.

PROTECT DURING CONSTRUCTION AND/OR SALVAGE.

COORDINATE WITH BASE BID AND OPTION 1 DRAWINGS

TO RELOCATE.

L

EXISTING ELECTRICAL EQUIPMENT. PROTECT AND/OR

SALVAGE DURING CONSTRUCTION. COORDINATE WITH

ELECTRICAL DRAWINGS

M REMOVE & DISPOSE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

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AD103

EN

LA

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AS

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1/4" = 1'-0"1 ENLARGED FLOOR PLAN DEMOLITION (BASE BID) - AREA "B"

M

AR

K D

ES

C

R

IP

TI

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AM

D T

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K

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MEN'S ROOM

(009)

OFFICE

004B

OFFICE

004C

WOMEN'S ROOM

004A

BREAK ROOM 1

(010)

VEST.

/1 AD105 /1 AD106

LOADING DOCK ABOVE GROUND

AD402 2AD402

AD402

LIMITS OF OPTION 1

DEMOLITION

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. ENSURE THAT EXTERIOR METAL TRIM IS

PRESERVED IN PLACE (BASE BID)

KEYED NOTES: DEMOLITION

DEMOLISH WALL FULL HEIGHT TO EXISTING STRUCTURE

ABOVE AS DESCRIBED ON PLAN (OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING WALL

(OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING HAND WASHING

FOUNTAIN AND ASSOCIATED COMPONENTS. COORDINATE

WITH MECHANICAL DRAWINGS. (OPTION 1)

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. (BASE BID)

A

B

C

D

E

F

G

REMOVE PORTION OF CMU WALL BELOW WINDOW SILL TO

MAKE ROOM FOR NEW DOOR. (BASE BID)

REMOVE EXISTING PLYWOOD CEILNG. (BASE BID AND

OPTION 1)

H

REMOVE & DISPOSE EXISTING FLOORING. CLEAN, PATCH,

LEVEL, AND PREPARE FLOOR FOR NEW FLOORING. (BASE

BID AND OPTION 1)

J REMOVE & DISPOSE EXISTING LIGHTING, COORDINATE

WITH ELECTRICAL DRAWINGS

K EXISTING REFRIGERATORS AND VENDING MACHINES.

PROTECT DURING CONSTRUCTION AND/OR SALVAGE.

COORDINATE WITH BASE BID AND OPTION 1 DRAWINGS

TO RELOCATE.

L

EXISTING ELECTRICAL EQUIPMENT. PROTECT AND/OR

SALVAGE DURING CONSTRUCTION. COORDINATE WITH

ELECTRICAL DRAWINGS

M REMOVE & DISPOSE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

DASHED ITEMS ARE TO BE REMOVED TO ACCOMPLISH

NEW FLOOR PLAN. SEE SHEET KEYNOTES FOR DETAILED

INFORMATION. COORDINATE W/ NEW CONSTRUCTION

DESIGN / SEE SHEET A-102 AND A-103.

GENERAL SHEET NOTES:

DEMOLITION

ANY EXISTING FINISHES/ITEMS DAMAGED BY

CONTRACTOR, NOT INDICATED FOR REMOVAL, WILL BE

REPAIRED/REPLACED W/ LIKE FINISHES AS APPROVED BY

COR.

ALL DIMENSIONS ARE APPROXIMATE AND SHALL TO BE

FIELD VERIFIED BY CONTRACTOR.

1.

2.

3.

PROTECT EXISTING PLUMBING FIXTURES NOT

SCHEDULED TO BE DEMOLISHED.

4.

CONTRACTOR IS RESPONSIVBLE FOR THE ABATEMENT,

REMOVAL AND CLEANUP OF EXISTING ASBESTOS AND

LEAD IN ACCORDACE TO FEDERAL AND LOCAL

REQUIREMENTS & REGULATIONS. REFER TO

SPECIFICATIONS: 02 82 00 and 02 03 13.00 06, and REPORTS:

B2522 LBP Report, B2522 PCB Report and B2522 ASB Report.

5.

OPTION 1 DRAWINGS ILLUSTRATE THE SCOPE OF WORK

ASSOCIATED WITH OPTION 1 ONLY. CONTRACTOR TO

REFER TO BASE BID DRAWINGS FOR THE SCOPE OF

WORK ASSOCIATED WITH THE BASE BID.

6.

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

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N

B Y:

D

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N

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EXISTING WAREHOUSE BLDG

KEY PLAN

W

2Q R

F2

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AD104

EX

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M

AR

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AM

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AD401

B

C

D

/1 AD106

/1 AD106

MEN'S ROOM

(009)

BREAK ROOM 1

(010)

VEST.

MEN'S ROOM

(009)

MEN'S ROOM

(009)

LOADING DOCK ABOVE GROUND

C

H

AD402 2AD402

AD402

LIMITS OF OPTION 1

DEMOLITION

K

K

K

K

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. ENSURE THAT EXTERIOR METAL TRIM IS

PRESERVED IN PLACE (BASE BID)

KEYED NOTES: DEMOLITION

DEMOLISH WALL FULL HEIGHT TO EXISTING STRUCTURE

ABOVE AS DESCRIBED ON PLAN (OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING WALL

(OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING HAND WASHING

FOUNTAIN AND ASSOCIATED COMPONENTS. COORDINATE

WITH MECHANICAL DRAWINGS. (OPTION 1)

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. (BASE BID)

A

B

C

D

E

F

G

REMOVE PORTION OF CMU WALL BELOW WINDOW SILL TO

MAKE ROOM FOR NEW DOOR. (BASE BID)

REMOVE EXISTING PLYWOOD CEILNG. (BASE BID AND

OPTION 1)

H

REMOVE & DISPOSE EXISTING FLOORING. CLEAN, PATCH,

LEVEL, AND PREPARE FLOOR FOR NEW FLOORING. (BASE

BID AND OPTION 1)

J REMOVE & DISPOSE EXISTING LIGHTING, COORDINATE

WITH ELECTRICAL DRAWINGS

K EXISTING REFRIGERATORS AND VENDING MACHINES.

PROTECT DURING CONSTRUCTION AND/OR SALVAGE.

COORDINATE WITH BASE BID AND OPTION 1 DRAWINGS

TO RELOCATE.

L

EXISTING ELECTRICAL EQUIPMENT. PROTECT AND/OR

SALVAGE DURING CONSTRUCTION. COORDINATE WITH

ELECTRICAL DRAWINGS

M REMOVE & DISPOSE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

DASHED ITEMS ARE TO BE REMOVED TO ACCOMPLISH

NEW FLOOR PLAN. SEE SHEET KEYNOTES FOR DETAILED

INFORMATION. COORDINATE W/ NEW CONSTRUCTION

DESIGN / SEE SHEET A-102 AND A-103.

GENERAL SHEET NOTES:

DEMOLITION

ANY EXISTING FINISHES/ITEMS DAMAGED BY

CONTRACTOR, NOT INDICATED FOR REMOVAL, WILL BE

REPAIRED/REPLACED W/ LIKE FINISHES AS APPROVED BY

COR.

ALL DIMENSIONS ARE APPROXIMATE AND SHALL TO BE

FIELD VERIFIED BY CONTRACTOR.

1.

2.

3.

PROTECT EXISTING PLUMBING FIXTURES NOT

SCHEDULED TO BE DEMOLISHED.

4.

CONTRACTOR IS RESPONSIVBLE FOR THE ABATEMENT,

REMOVAL AND CLEANUP OF EXISTING ASBESTOS AND

LEAD IN ACCORDACE TO FEDERAL AND LOCAL

REQUIREMENTS & REGULATIONS. REFER TO

SPECIFICATIONS: 02 82 00 and 02 03 13.00 06, and REPORTS:

B2522 LBP Report, B2522 PCB Report and B2522 ASB Report.

5.

OPTION 1 DRAWINGS ILLUSTRATE THE SCOPE OF WORK

ASSOCIATED WITH OPTION 1 ONLY. CONTRACTOR TO

REFER TO BASE BID DRAWINGS FOR THE SCOPE OF

WORK ASSOCIATED WITH THE BASE BID.

6.

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

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E D

AT

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TR

AC

T

N O

SO

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IT

AT

IO

N N

O

D R

AW

IN

G C

O D

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

CERTIFIED FINAL

N

SA

C R

AN

E, C R

AN

E, IN

D

IA

N

A P2

, F Y

N

SW

C B

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SE

C U

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AN

E

IN

D

IA

N

A

PLAN NORTH

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R . M

AR

TI

N L

U

TH

ER

K

IN

G

J R

. P

LA

C E

LO

U

IS

VI

LL

E, K Y

B.

G

AD

D

IE

A B

N O

V

EXISTING WAREHOUSE BLDG

KEY PLAN

W

2Q R

F2

-1 0-

12/8/2020 2:26:54 PM

C:\Users\H2EDDIOC\Documents\481350_v2018_A_B-2522_H2EDDIOC.rvt

AD105

EN

LA

R G

ED

D

EM

O

LI

TI

O N

F

LO

O R

P

LA

N S

(O

PT

IO

N

AR

EA

"A

I.

C

AB

R

ER

A

R . H

O O

E

J.

M

AC

M

IL

LA

N

1/4" = 1'-0"1 ENLARGED FLOOR PLAN DEMOLITION (OPTION 1) - AREA "A"

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

D T

: U

PD

AT

ED

K

EY

ED

N

O T E

S 1 2

/3 /2

W

2Q R

-0

DASHED ITEMS ARE TO BE REMOVED TO ACCOMPLISH

NEW FLOOR PLAN. SEE SHEET KEYNOTES FOR DETAILED

INFORMATION. COORDINATE W/ NEW CONSTRUCTION

DESIGN / SEE SHEET A-102 AND A-103.

GENERAL SHEET NOTES:

DEMOLITION

ANY EXISTING FINISHES/ITEMS DAMAGED BY

CONTRACTOR, NOT INDICATED FOR REMOVAL, WILL BE

REPAIRED/REPLACED W/ LIKE FINISHES AS APPROVED BY

COR.

ALL DIMENSIONS ARE APPROXIMATE AND SHALL TO BE

FIELD VERIFIED BY CONTRACTOR.

1.

2.

3.

PROTECT EXISTING PLUMBING FIXTURES NOT

SCHEDULED TO BE DEMOLISHED.

4.

CONTRACTOR IS RESPONSIVBLE FOR THE ABATEMENT,

REMOVAL AND CLEANUP OF EXISTING ASBESTOS AND

LEAD IN ACCORDACE TO FEDERAL AND LOCAL

REQUIREMENTS & REGULATIONS. REFER TO

SPECIFICATIONS: 02 82 00 and 02 03 13.00 06, and REPORTS:

B2522 LBP Report, B2522 PCB Report and B2522 ASB Report.

5.

OPTION 1 DRAWINGS ILLUSTRATE THE SCOPE OF WORK

ASSOCIATED WITH OPTION 1 ONLY. CONTRACTOR TO

REFER TO BASE BID DRAWINGS FOR THE SCOPE OF

WORK ASSOCIATED WITH THE BASE BID.

6.

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. ENSURE THAT EXTERIOR METAL TRIM IS

PRESERVED IN PLACE (BASE BID)

KEYED NOTES: DEMOLITION

DEMOLISH WALL FULL HEIGHT TO EXISTING STRUCTURE

ABOVE AS DESCRIBED ON PLAN (OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING WALL

(OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING HAND WASHING

FOUNTAIN AND ASSOCIATED COMPONENTS. COORDINATE

WITH MECHANICAL DRAWINGS. (OPTION 1)

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. (BASE BID)

A

B

C

D

E

F

G

REMOVE PORTION OF CMU WALL BELOW WINDOW SILL TO

MAKE ROOM FOR NEW DOOR. (BASE BID)

REMOVE EXISTING PLYWOOD CEILNG. (BASE BID AND

OPTION 1)

H

REMOVE & DISPOSE EXISTING FLOORING. CLEAN, PATCH,

LEVEL, AND PREPARE FLOOR FOR NEW FLOORING. (BASE

BID AND OPTION 1)

J REMOVE & DISPOSE EXISTING LIGHTING, COORDINATE

WITH ELECTRICAL DRAWINGS

K EXISTING REFRIGERATORS AND VENDING MACHINES.

PROTECT DURING CONSTRUCTION AND/OR SALVAGE.

COORDINATE WITH BASE BID AND OPTION 1 DRAWINGS

TO RELOCATE.

L

EXISTING ELECTRICAL EQUIPMENT. PROTECT AND/OR

SALVAGE DURING CONSTRUCTION. COORDINATE WITH

ELECTRICAL DRAWINGS

M REMOVE & DISPOSE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

/1 AD105

/1 AD105

WOMEN'S ROOM

004A

OFFICE

OFFICE

004D

LOADING DOCK ABOVE GROUND

OFFICE

004C

OFFICE

004B

LIMITS OF OPTION 1

DEMOLITION

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

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E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

D R

AW

IN

G C

O D

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

CERTIFIED FINAL

N

SA

C R

AN

E, C R

AN

E, IN

D

IA

N

A P2

, F Y

N

SW

C B

LD

G

SE

C U

R

IT

Y U

PG

R

AD

E

C R

AN

E

IN

D

IA

N

A

PLAN NORTH

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R . M

AR

TI

N L

U

TH

ER

K

IN

G

J R

. P

LA

C E

LO

U

IS

VI

LL

E, K Y

B.

G

AD

D

IE

A B

N O

V

EXISTING WAREHOUSE BLDG

KEY PLAN

W

2Q R

F2

-1 0-

12/8/2020 2:26:55 PM

C:\Users\H2EDDIOC\Documents\481350_v2018_A_B-2522_H2EDDIOC.rvt

AD106

EN

LA

R G

ED

D

EM

O

LI

TI

O N

F

LO

O R

PL

AN

S (O

PT

IO

N

AR

EA

"B

I.

C

AB

R

ER

A

R . H

O O

E

J.

M

AC

M

IL

LA

N

1/4" = 1'-0"1 ENLARGED FLOOR PLAN DEMOLITION (OPTION 1) - AREA "B"

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

D T

: U

PD

AT

ED

K

EY

ED

N

O T E

S 1 2

/3 /2

W

2Q R

-0

FINISHED FLOOR

0' - 0"

CEILING

9' - 8"

E

F

G

JJJ

LBREAK ROOM

FINISHED FLOOR

0' - 0"

CEILING

9' - 8"

A A

G

J

AAAAA

JJ

KMEN'S ROOM

(009)

OFFICE

004B

OFFICE

004 BREAK ROOM

DASHED ITEMS ARE TO BE REMOVED TO ACCOMPLISH

NEW FLOOR PLAN. SEE SHEET KEYNOTES FOR DETAILED

INFORMATION. COORDINATE W/ NEW CONSTRUCTION

DESIGN / SEE SHEET A-102 AND A-103.

GENERAL SHEET NOTES:

DEMOLITION

ANY EXISTING FINISHES/ITEMS DAMAGED BY

CONTRACTOR, NOT INDICATED FOR REMOVAL, WILL BE

REPAIRED/REPLACED W/ LIKE FINISHES AS APPROVED BY

COR.

ALL DIMENSIONS ARE APPROXIMATE AND SHALL TO BE

FIELD VERIFIED BY CONTRACTOR.

1.

2.

3.

PROTECT EXISTING PLUMBING FIXTURES NOT

SCHEDULED TO BE DEMOLISHED.

4.

CONTRACTOR IS RESPONSIVBLE FOR THE ABATEMENT,

REMOVAL AND CLEANUP OF EXISTING ASBESTOS AND

LEAD IN ACCORDACE TO FEDERAL AND LOCAL

REQUIREMENTS & REGULATIONS. REFER TO

SPECIFICATIONS: 02 82 00 and 02 03 13.00 06, and REPORTS:

B2522 LBP Report, B2522 PCB Report and B2522 ASB Report.

5.

OPTION 1 DRAWINGS ILLUSTRATE THE SCOPE OF WORK

ASSOCIATED WITH OPTION 1 ONLY. CONTRACTOR TO

REFER TO BASE BID DRAWINGS FOR THE SCOPE OF

WORK ASSOCIATED WITH THE BASE BID.

6.

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. ENSURE THAT EXTERIOR METAL TRIM IS

PRESERVED IN PLACE (BASE BID)

KEYED NOTES: DEMOLITION

DEMOLISH WALL FULL HEIGHT TO EXISTING STRUCTURE

ABOVE AS DESCRIBED ON PLAN (OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING WALL

(OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING HAND WASHING

FOUNTAIN AND ASSOCIATED COMPONENTS. COORDINATE

WITH MECHANICAL DRAWINGS. (OPTION 1)

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. (BASE BID)

A

B

C

D

E

F

G

REMOVE PORTION OF CMU WALL BELOW WINDOW SILL TO

MAKE ROOM FOR NEW DOOR. (BASE BID)

REMOVE EXISTING PLYWOOD CEILNG. (BASE BID AND

OPTION 1)

H

REMOVE & DISPOSE EXISTING FLOORING. CLEAN, PATCH,

LEVEL, AND PREPARE FLOOR FOR NEW FLOORING. (BASE

BID AND OPTION 1)

J REMOVE & DISPOSE EXISTING LIGHTING, COORDINATE

WITH ELECTRICAL DRAWINGS

K EXISTING REFRIGERATORS AND VENDING MACHINES.

PROTECT DURING CONSTRUCTION AND/OR SALVAGE.

COORDINATE WITH BASE BID AND OPTION 1 DRAWINGS

TO RELOCATE.

L

EXISTING ELECTRICAL EQUIPMENT. PROTECT AND/OR

SALVAGE DURING CONSTRUCTION. COORDINATE WITH

ELECTRICAL DRAWINGS

M REMOVE & DISPOSE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

D R

AW

IN

G C

O D

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

CERTIFIED FINAL

N

SA

C R

AN

E, C R

AN

E, IN

D

IA

N

A P2

, F Y

N

SW

C B

LD

G

SE

C U

R

IT

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PG

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C R

AN

E

IN

D

IA

N

A

LO

U

IS

VI

LL

E D

IS

TR

IC

T

D R

. M

AR

TI

N

L U

TH

ER

K

IN

G J

R . P

LA

C

E

LO

U

IS

VI

LL

E, K

Y

B.

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D

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N O

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W

2Q R

F2

-1 0-

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C:\Users\H2EDDIOC\Documents\481350_v2018_A_B-2522_H2EDDIOC.rvt

AD401

IN

TE

R

IO

R D

EM

O

LI

TI

O N

E

LE

VA

TI

O N

S (B

AS

E

BI

D

I.

C

AB

R

ER

A

R . H

O O

E

J.

M

AC

M

IL

LA

N

1/4" = 1'-0"AD102

DEMOLITION ELEVATION (BASE BID) - NORTH

AREA "A"

1/4" = 1'-0"AD401

DEMOLITION ELEVATION (BASE BID) - SOUTH AREA "A"2

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

D T

: U

PD

AT

ED

K

EY

ED

N

O T E

S 1 2

/3 /2

W

2Q R

-0

FINISHED FLOOR

0' - 0"

CEILING

9' - 8"

ROOF

18' - 8"

B J

G

EXISTING

STRUCTURAL TO

REMAIN

J

L

JJ

BREAK ROOM

FINISHED FLOOR

0' - 0"

CEILING

9' - 8"

C EXISTING

WATER

BOILER

J J

MEN'S ROOM

(009)

FINISHED FLOOR

0' - 0"

CEILING

9' - 8"

B J

EE

EXISTING

STRUCTURAL TO

REMAIN

J

MEN'S ROOM

(009)

BREAK

ROOM

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. ENSURE THAT EXTERIOR METAL TRIM IS

PRESERVED IN PLACE (BASE BID)

KEYED NOTES: DEMOLITION

DEMOLISH WALL FULL HEIGHT TO EXISTING STRUCTURE

ABOVE AS DESCRIBED ON PLAN (OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING WALL

(OPTION 1)

DEMOLISH AND DISPOSE OF EXISTING HAND WASHING

FOUNTAIN AND ASSOCIATED COMPONENTS. COORDINATE

WITH MECHANICAL DRAWINGS. (OPTION 1)

STRIP OUT, REMOVE AND DISPOSE EXISTING INNER AND

OUTER SECURITY BARS, WINDOWS AND ASSOCIATED

COMPONETS. (BASE BID)

A

B

C

D

E

F

G

REMOVE PORTION OF CMU WALL BELOW WINDOW SILL TO

MAKE ROOM FOR NEW DOOR. (BASE BID)

REMOVE EXISTING PLYWOOD CEILNG. (BASE BID AND

OPTION 1)

H

REMOVE & DISPOSE EXISTING FLOORING. CLEAN, PATCH,

LEVEL, AND PREPARE FLOOR FOR NEW FLOORING. (BASE

BID AND OPTION 1)

J REMOVE & DISPOSE EXISTING LIGHTING, COORDINATE

WITH ELECTRICAL DRAWINGS

K EXISTING REFRIGERATORS AND VENDING MACHINES.

PROTECT DURING CONSTRUCTION AND/OR SALVAGE.

COORDINATE WITH BASE BID AND OPTION 1 DRAWINGS

TO RELOCATE.

L

EXISTING ELECTRICAL EQUIPMENT. PROTECT AND/OR

SALVAGE DURING CONSTRUCTION. COORDINATE WITH

ELECTRICAL DRAWINGS

M REMOVE & DISPOSE ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL DRAWINGS

DASHED ITEMS ARE TO BE REMOVED TO ACCOMPLISH

NEW FLOOR PLAN. SEE SHEET KEYNOTES FOR DETAILED

INFORMATION. COORDINATE W/ NEW CONSTRUCTION

DESIGN / SEE SHEET A-102 AND A-103.

GENERAL SHEET NOTES:

DEMOLITION

ANY EXISTING FINISHES/ITEMS DAMAGED BY

CONTRACTOR, NOT INDICATED FOR REMOVAL, WILL BE

REPAIRED/REPLACED W/ LIKE FINISHES AS APPROVED BY

COR.

ALL DIMENSIONS ARE APPROXIMATE AND SHALL TO BE

FIELD VERIFIED BY CONTRACTOR.

1.

2.

3.

PROTECT EXISTING PLUMBING FIXTURES NOT

SCHEDULED TO BE DEMOLISHED.

4.

CONTRACTOR IS RESPONSIVBLE FOR THE ABATEMENT,

REMOVAL AND CLEANUP OF EXISTING ASBESTOS AND

LEAD IN ACCORDACE TO FEDERAL AND LOCAL

REQUIREMENTS & REGULATIONS. REFER TO

SPECIFICATIONS: 02 82 00 and 02 03 13.00 06, and REPORTS:

B2522 LBP Report, B2522 PCB Report and B2522 ASB Report.

5.

OPTION 1 DRAWINGS ILLUSTRATE THE SCOPE OF WORK

ASSOCIATED WITH OPTION 1 ONLY. CONTRACTOR TO

REFER TO BASE BID DRAWINGS FOR THE SCOPE OF

WORK ASSOCIATED WITH THE BASE BID.

6.

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

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D B

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C H

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D R

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G C

O D

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

CERTIFIED FINAL

N

SA

C R

AN

E, C R

AN

E, IN

D

IA

N

A P2

, F Y

N

SW

C B

LD

G

SE

C U

R

IT

Y U

PG

R

AD

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C R

AN

E

IN

D

IA

N

A

LO

U

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VI

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E D

IS

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IC

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D R

. M

AR

TI

N

L U

TH

ER

K

IN

G J

R . P

LA

C

E

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VI

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E, K

Y

B.

G

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D

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N O

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W

2Q R

F2

-1 0-

12/8/2020 2:27:01 PM

C:\Users\H2EDDIOC\Documents\481350_v2018_A_B-2522_H2EDDIOC.rvt

AD402

IN

TE

R

IO

R D

EM

O

LI

TI

O N

E

LE

VA

TI

O N

S (O

PT

IO

N

I.

C

AB

R

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A

R .H

O O

E

J.

M

AC

M

IL

LA

N

1/4" = 1'-0"AD102

DEMOLITION ELEVATION (OPTION 1) - EAST

AREA "A"

1/4" = 1'-0"AD101

DEMOLITION ELEVATION (OPTION 1) - NORTH

AREA "A"

1/4" = 1'-0"AD101

DEMOLITION ELEVATION (OPTION 1) - SOUTH

AREA "A"

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

D T

: U

PD

AT

ED

K

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ED

N

O T E

S 1 2

/3 /2

W

2Q R

-0