W912QR20R0040Plans-0002.pdf

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

15 July 2020

W912QR20R0040

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US ARMY CORPS

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SHEET

IDENTIFICATION

NUMBER

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2 864 10

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NUMBER SHEET TITLE

AD010 OVERALL GROUND FLOOR DEMOLITION PLAN

AD011 OVERALL SECOND FLOOR DEMOLITION PLAN

A-1001 OVERALL GROUND FLOOR PLAN

A-1002 OVERALL SECOND FLOOR PLAN

A-1003 OVERALL GROUND FLOOR SPACE UTILIZATION PLAN

A-1004 OVERALL SECOND FLOOR SPACE UTILIZATION PLAN

A-1005 ELEVATOR, MACHINE ROOM & UNISEX TOILET DEMOLITION AND FLOOR PLANS

A-1006 TR ROOM AND EF ROOM DEMOLITION AND FLOOR PLANS

A-1007 TR ROOM AND TER DEMOLITION AND FLOOR PLANS

A-1008 GROUND FLOOR DEMOLITION AND FLOOR PLAN AT CENTER SHOPS

A-1009 SECOND FLOOR DEMOLITION AND FLOOR PLAN AT CENTER SHOPS

A-1010 GROUND & SECOND FLOOR DEMOLITION PLANS

A-1011 GROUND & SECOND FLOOR PLANS

A-1012 ENLARGED FLOOR PLANS

A-1101 OMS OVERALL FLOOR PLAN

A-1102 OMS EXTERIOR BUILDING ELEVATIONS

A-1103 OMS BUILDING SECTION & WALL SECTION

ARCHITECTURAL

GENERAL

SHEET

NUMBER SHEET TITLE

G-001 COVER

G-002 SHEET INDEX

TELECOMMUNICATIONS

SHEET

NUMBER SHEET TITLE

T-1001 OSP BACKBONE

T-1002 ISP DIAGRAM

SHEET

NUMBER SHEET TITLE

G-100 ACCESS AND STAGING PLAN

CIVIL

SHEET

NUMBER SHEET TITLE

TS REF TOPOGRAPHICAL SURVEY

BL1 REF LOGS OF BORINGS & BORING LOCATIONS

BL2 REF LOGS OF BORINGS

REFERENCE ONLY

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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2 864 10

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SHEET

IDENTIFICATION

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A1 ACCESS AND STAGING PLAN

SCALE: 1" = 300'

N

NORTH LOOP 336 EAST

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AIRPORT PKWY

N FM 3083 ROAD E

NORTH LOOP 336 EASTN

FM

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TO INTERSTATE

HAUL ROUTE

600'0 300'

STAGING AND LAYDOWN AREA

AC

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5/

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Unheated Storage Building

(UHS)

(P0102)

Training Building with an attached Aviation Support Facility (P0100)

Ground Support

Equipment Shop (GSE)

(P0103)

Organization Maintenance Shop (OMS)

(P0101)

P0101

P0103

P0102

P0100

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6, A

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B B.7 B.8 C C.3 C.8 D D.5 E E.3 E.7 F F.8 G H J K L M N P P.8 Q

1.0

1.4

1.9

2.8

3.0

3.1

3.5

3.6

2.1

2.0

4.0

4.1

4.5

4.9

5.0

5.1

7.0

8.0

3.9

J.4

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IDENTIFICATION

NUMBER

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SCALE 3/64" = 1'-0"

A1

OVERALL GROUND FLOOR DEMOLITION PLAN

0 16' 32' 48'

N

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ABESTOS MATERIALS WILL BE REQUIRED TO BE REMOVED IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS, (OSHA) ASBESTOS STANDARD FOR THE CONSTRUCTION INDUSTRY (29 CFR 1926.1101) AND UNIFIED FACILITIES GUIDE ASBESTOS REMEDIATION SPECIFICATION 02 82 00. THE MATERIAL TO BE REMEDIATED IS AS FOLLOWS:

~10 ft² OF ASSUMED CATEGORY II NON-FRIABLE SINK UNDERCOATING IN ROOMS 162 AND 138.

~10 ft² OF ASSUMED CATEGORY I NON-FRIABLE GASKETS ASSOCIATED WITH FLANGES AND VALVES IN/ON THE FIRE

SUPPRESSION SYSTEM IN ROOM 188.

MOLD MATERIALS WILL BE REQUIRED TO BE REMOVED IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS AND UNIFIED FACILITIES GUIDE MOLD REMEDIATION SPECIFICATION 02 85 00. THE MATERIAL TO BE REMEDIATED IS

AS FOLLOWS:

THE WORK ALSO INCLUDES THE DISPOSAL OF ANY MOLD CONTAMINATED MATERIALS. THE MATERIAL TO BE

REMEDIATED IS AS FOLLOWS:

~560 SF VINYL FLOOR TILE ROOMS 132 AND 133

~120 SF CEILING TILE ROOM 148

~152 SF OF WALLBOARD ROOM 143

ONE EXTERIOR PCB TRANSFORMER WILL BE REQUIRED TO BE REMOVED IN ACCORDANCE WITH UNIFIED FACILITIES GUIDE REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs) SECTION 02 84 33.

HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY MUST BE REMOVED IN

ACCORDANCE WITH UNIFIED FACILITIES GUIDE SECTION 02 84 16.

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B B.7 B.8 C C.3 C.8 D D.5 E E.3 E.7 F F.8 G H J K L M N P P.8 Q

1.0

1.4

1.9

3.0

3.1

3.5

3.6

2.1

2.0

4.0

4.1

4.5

4.9

5.0

5.1

7.0

8.0

3.9

J.4

OPEN TO

BELOW

ROOF BELOW

ROOF BELOW

OPEN TO BELOW

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SHEET

IDENTIFICATION

NUMBER

C O

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IN

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2 864 10

E

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SCALE 3/64" = 1'-0"

A1

OVERALL SECOND FLOOR DEMOLITION PLAN

0 16' 32' 48'

N

M A

R K

D E

S C

R

IP

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N D

A T

E

ABESTOS MATERIALS WILL BE REQUIRED TO BE REMOVED IN ACCORDANCE WITH STATE AND

FEDERAL REGULATIONS, (OSHA) ASBESTOS STANDARD FOR THE CONSTRUCTION INDUSTRY (29 CFR 1926.1101) AND UNIFIED FACILITIES GUIDE ASBESTOS REMEDIATION SPECIFICATION 02 82 00. THE

MATERIAL TO BE REMEDIATED IS AS FOLLOWS:

~10 ft² OF ASSUMED CATEGORY II NON-FRIABLE SINK UNDERCOATING IN ROOMS 223 AND 230A.

HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY MUST BE

REMOVED IN ACCORDANCE WITH UNIFIED FACILITIES GUIDE SECTION 02 84 16.

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6, ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

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UP

6.0

B B.7 B.8 C C.3 C.8 D D.5 E E.3 E.7 F F.8 G H J K L M N P P.8 Q

1.0

1.4

1.9

2.8

3.0

3.1

3.5

3.6

2.1

2.0

4.0

4.1

4.5

4.9

5.0

5.1

7.0

8.0

314' - 5"

6'

143A

193A 183

187A

178176

163161 161A

151150149

139 138 137 136

136A

133 132

182A

152101

106 108 109 110 111

123B

114 115 116 117

128A 118

121 122 126

101H

3.9

J.4

BRIDGE CRANE

STRUCTURE

LOADING

DOCK

182B

194A

TRENCH DRAIN,

TYP.

108A

156A146145

A5

A-1005

A5

A-1006

D5

A-1007

D1

A-1008

A1

A-1011

156N

153A

169A

183A

F1

A-1001

E1

A-1001

F1

A-1001

A1

A-1005

A1

A-1006

D1

A-1007

A1

A-1007

A5

A-1007

A1

A-1008

A1

A-1010

NOTE:

Exiting from 184 through hangar bay does not comply with current UFC.

NOTE:

Exiting from 157/159 through hangar bay does not comply with current UFC.

108B

E6

A-1012

E4

A-1012

C6

A-1012

C4

A-1012

N

1.0

AVIONICS

STORAGE / LOCKER

ROOM

D1

N

1.0

8' - 0"

6'

48 SF

TR ROOM

183A

AVIONICS

STORAGE / LOCKER

ROOM

P2

P6

P2

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.NEW WALLS

EXISTING WALLS

WALL LEGEND:

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US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

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IE

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A

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2 864 10

E

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A s i n d ic a te d

A-1001

R K

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N A

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T J K

IM

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P ro j.

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N

SCALE 3/64" = 1'-0"

B1

OVERALL GROUND FLOOR PLAN

0 16' 32' 48'

ROOM LIST GROUND FLOOR

NUMBER NAME AREA

149 STAGING 533 SF

150 UNIT TOOL STORAGE 993 SF

151 CORRIDOR 175 SF

152 STAIR NO. 1 154 SF

153 ASF PARTS / TOOLS 3,360 SF

153A TR ROOM 48 SF

154 ASF PARTS OFFICE 414 SF

156 ASF SUPPLY 442 SF

156A TER 80 SF

156N CORRIDOR 294 SF

157 MEN 428 SF

158 WOMEN 195 SF

159 VEST 28 SF

160 VEST 23 SF

161 MECHANICAL 213 SF

161A MECHANICAL 155 SF

162 JAN CLO 39 SF

163 CORRIDOR 452 SF

165 ASF QC. 97 SF

166 ASF QC. 98 SF

167 ASF QC. 98 SF

168 ASF QC. 98 SF

169 UNIT QC. 259 SF

169A TR ROOM 48 SF

170 UNIT QC. 313 SF

171 UNIT QC. 314 SF

174 ASF SHOP OFFICE 314 SF

176 ASF SHOP OFFICE 97 SF

177 ASF SHOP OFFICE 97 SF

178 ASF SHOP OFFICE 97 SF

179 MACHINE / SHT. MTL SHOP 1,095 SF

181 PROP & ROTOR 722 SF

182 SOUTH HANGAR 14,670 SF

182 UNIT STORAGE 1,230 SF

182A ELECTRICAL 221 SF

182A CORRIDOR 36 SF

182B AIRLOCK 94 SF

183 STORAGE / LOCKER ROOM 124 SF

183A TR ROOM 48 SF

184 AVIONICS 853 SF

186 FITNESS / GYM 1,015 SF

187 SHOP BREAK ROOM 570 SF

187A VESTIBULE 28 SF

188 AFFF EQUIPMENT 268 SF

189 TOOL ROOM 248 SF

190 TOOL ROOM 1,055 SF

193A ELECTRICAL 109 SF

194 NORTH HANGAR 14,326 SF

194A ELECTRICAL 233 SF

ROOM LIST GROUND FLOOR

NUMBER NAME AREA

101 LOBBY 519 SF

101A CORRIDOR 75 SF

101H VEST 23 SF

102 ENTRY VESTIBULE 104 SF

103 RETENTION 264 SF

104 STORAGE 80 SF

105 ASF SUPERVISOR 285 SF

106 ASF OPER. OFFICER 191 SF

107 ASF REPORT 182 SF

108 ASF AVIATION SAFETY OFFICER 147 SF

108A EF ROOM 48 SF

108B STORAGE 21 SF

109 INSTRUC. PILOT 109 SF

110 COMPUTER & FILES 105 SF

111 DISPATCH 176 SF

112 FLIGHT OPS 347 SF

113 ELEC 64 SF

114 PRINT / STOR 89 SF

115 INSTRUC. PILOT 88 SF

116 INSTRUC. PILOT 91 SF

117 CORRIDOR 122 SF

118 STORAGE 14 SF

119 WOMEN 84 SF

120 JAN CLO. 22 SF

121 MEN 96 SF

122 VESTIBULE 21 SF

123A CONF ROOM 386 SF

123B COMMON ADMIN. 733 SF

124 MESSAGE CTN. 173 SF

125 STORAGE 18 SF

126 CORRIDOR 177 SF

126 MENS HC TOILET 33 SF

127 WOMENS H.C. TOILET 31 SF

128A STORAGE 14 SF

129 CORRIDOR 512 SF

130 FLIGHT OPERATIONS 371 SF

131 CORRIDOR 354 SF

132 ALSE WORKROOM 265 SF

133 ALSE LOCKERS 1,021 SF

134 ASSEMBLY HALL 2,852 SF

135 CORRIDOR 692 SF

136 TABLE / CHAIR STORAGE 178 SF

136A MECH 36 SF

137 FOOD STORAGE 141 SF

138 KITCHEN 289 SF

139 SCULLERY 189 SF

140 ARMAMENT 470 SF

141 COMSEC / ARMS VAULT 1,156 SF

142 ARMORER 100 SF

143 CORRIDOR 828 SF

143A MECH. 120 SF

144 ELEV MACHINE ROOM 61 SF

145 ASF SUPPLY 118 SF

146 ASF SUPPLY 115 SF

147 UNIT PARTS STORAGE 1,526 SF

148 UNIT INDIVIDUAL STORAGE 1,752 SF

N

(TELECOMM EQUIPMENT ROOM)

SCALE 1/8" = 1'-0"

F1

ENLARGED TR ROOM 183A DEMO PLAN

SCALE 1/8" = 1'-0"

E1

ENLARGED TR ROOM 183A PLAN

N

N

0 4' 8' 16'

0 4' 8' 16'

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

P2 NEW METAL STUD GYPSUM BOARD WALL

P6 NEW METAL DOOR WITH HOLLOW METAL FRAME

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

DN

UP

A

6.0

B B.7 B.8 C C.3 C.8 D D.5 E E.3 E.7 F F.8 G H J K

L M N P P.8 Q

1.0

1.4

1.9

2.8

3.0

3.1

3.5

3.6

2.1

2.0

4.0

4.1

4.5

4.9

5.0

5.1

7.0

8.0

228 229

226 225

230 231 232 233

230A

223A

222A

240 241

202 217 203 204 205 206

201 216 215 214 213 212

276275274273272

268 269 270

265262

257236

S

LO

P E

D N

ROOF BELOW

194A

3.9

J.4

ROOF BELOW

E1

A-1009

D5

A-1005

E5

A-1006

A2

A-1011

BRIDGE CRANE

STEEL ABOVE

237B

237C

237A

237D

D1

A-1005

E1

A-1006

A1

A-1009

A2

A-1010

NEW WALLS

EXISTING WALLS

WALL LEGEND:

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:2

P

M

/6

A-1002

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

O V

E R

A L L S

E C

O N

D F

L O

O R

P L A

N

SCALE 3/64" = 1'-0"

A1

OVERALL SECOND FLOOR PLAN

ROOM LIST SECOND FLOOR

NUMBER NAME AREA

237D JAN. 14 SF

238 7/6 MMT / XO 103 SF

239 STAGING MEZZ 89 SF

240 DELTA COMPANY OFFICE 475 SF

241 DELTA COMPANY COMMANDER

OFFICE

473 SF

242 PRINT & STOR Not Placed

242 STORAGE 78 SF

243 TR ROOM 79 SF

244 ASF INST. PILOT 125 SF

245 AVIATION COMPANY ROOM 596 SF

246 ASF INST. PILOT 125 SF

247 AVIATION COMPANY ROOM 596 SF

248 ASF INST. PILOT 125 SF

249 CORRIDOR 810 SF

250 ASF INSTRUC. PILOTS Not Placed

251 ASF INST. PILOT 125 SF

252 AVIATION COMPANY ROOM 596 SF

253 ASF TEST PILOT 125 SF

254 ASF TEST PILOT 125 SF

255 ASF SUPER. TEST PILOT Not Placed

255 ASF TEST PILOT 125 SF

256 ELEC 88 SF

257 CORRIDOR 266 SF

258 MEN'S SHOWER 86 SF

259 MEN 436 SF

260 WOMEN 138 SF

261 WOMEN'S SHOWER 35 SF

262 CLASSROOM NO. 1 818 SF

264 A / V & STORAGE Not Placed

265 CLASSROOM NO. 2 869 SF

266 CLASSROOM NO. 3 865 SF

267 COMSEC TRAIN & STOR Not Placed

268 7/6 MMT SUPPLY 130 SF

269 7/6 MMT SUPPLY 125 SF

270 7/6 HHT SUPPLY 128 SF

271 CLERICAL 389 SF

272 7/6 HHT SUPPLY 126 SF

273 7/6 MNT SUPPLY 126 SF

274 A CO. SUPPLY 104 SF

275 B CO. SUPPLY 104 SF

276 C CO. SUPPLY 104 SF

277 ELEC 35 SF

278 CORRIDOR Not Placed

279 CORRIDOR 614 SF

280 STAIR 5 43 SF

A82C AIRLOCK Not Placed

ROOM LIST SECOND FLOOR

NUMBER NAME AREA

200 CORRIDOR 328 SF

201 Room Not Placed

201 DET 1ST SGT 118 SF

202 7/6 MMT SGT CDR 185 SF

203 7/6 MMT DET CDR 153 SF

204 7/6 A CO. CO. CDR 153 SF

205 7/6 B CO. CO. CDR 153 SF

206 7/6 C CO. CO. CDR 153 SF

207 7/6 MMT MCOIC 122 SF

208 7/6 MMT FLIGHTS 122 SF

209 STAIR NO. 1 185 SF

209A STORAGE 47 SF

210 7/6 HHI WEAPONS SUPPORT 120 SF

211 AMMO SECT MGT 118 SF

212 7/6 HHI 118 SF

213 C CO. PLATOON LEADER 118 SF

214 C CO. 1ST SGT 118 SF

215 B CO. 1ST SGT 118 SF

216 A CO. 1ST SGT 118 SF

217 BN SGT MAJOR 122 SF

218 7/6 HHI S-1 122 SF

219 7/6 HHI S-2 115 SF

220 7/6 HHI S-3 115 SF

221 7/6 HHI S-4 113 SF

222 7/6 MED. TRAIN 271 SF

222A STORAGE 120 SF

223 273 MED. TRAIN 274 SF

223A STORAGE 166 SF

224 MECH EQUIP MEZZANINE 661 SF

225 273 1ST SGT 111 SF

226 273 CO. CDR 151 SF

227 273 CLERK & OPER OFFICER 286 SF

228 273 UNIT ADMIN. 121 SF

229 273 SUPPLY 110 SF

230 7/6 MNT S-4 SECTION 326 SF

230A JAN CLO 52 SF

231 7/6 MMT S-1 PAC 438 SF

232 7/6 MMT S-4 SECTION 326 SF

233 7/6 MMT OPERATIONS 326 SF

234 7/6 MMT ASST S-3 109 SF

235 7/6 MMT ASST S-4 102 SF

236 CORRIDOR 871 SF

237 UNIT COMMON 2,611 SF

237A ELEV LOBBY 84 SF

237B ADA TOILET 95 SF

237C ADA SHOWER 60 SF

0 16' 32' 48'

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

6.0

B B.7 B.8 C C.3 C.8 D D.5 E E.3 E.7 F F.8 G H J K L M N P P.8 Q

1.0

1.4

1.9

2.8

3.0

3.1

3.5

3.6

2.1

2.0

4.0

4.1

4.5

4.9

5.0

5.1

7.0

8.0

3.9

J.4

314' - 5"

6'

143A

193A 183

187A

178176

163161 161A

151150

139 138 137 136

136A

133 132

182A

106 108 109 110 111

123B

114 115 116 117

128A 118

121 122

125101H

BRIDGE CRANE

STRUCTURE

LOADING

DOCK

182B

194A

TRENCH DRAIN,

TYP.

108A

156A146145

156N

153A

169A

183A

SPACE CATEGORY

ARMAMENT

ASSEMBLY HALL

BREAKROOM

CIRCULATION

CONF / CLASSROOM

FIRE PROTECTION

HANGAR

KITCHEN

MAIL

OFFICE

RESTROOM / JANITOR

SHOPS

STORAGE

UTILITY

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:3

P

M

/6

A-1003

T L E

E -W

E L L E

R

T J K

IM

T

L E

E -W

E L L

J U

N E

P ro j.

N o

A C

E N

T R

A L

O V

E R

A L L G

R O

U N

D F

L O

O R

S P

A C

E U

T

IL

IZ

A

T

IO

N P

L A

N

SCALE 3/64" = 1'-0"

A1

OVERALL GROUND FLOOR SPACE UTILIZATION PLAN

0 16' 32' 48'

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

DN

DN

A

6.0

B B.7 B.8 C C.3 C.8 D D.5 E E.3 E.7 F F.8 G H J K

L M N P P.8 Q

1.0

1.4

1.9

2.8

3.0

3.1

3.5

3.6

2.1

2.0

4.0

4.1

4.5

4.9

5.0

5.1

7.0

8.0

3.9

J.4

228 229

226 225

230 231 232 233

230A

223A

222A

240 241

245 246

202 217 203 204 205 206

201 216 215 214 213 212

276275274273272

268 269 270

265262

S

LO

P E

D N

ROOF BELOW

194A

ROOF BELOW

BRIDGE CRANE

STEEL ABOVE

237B

237C

237A

237D

238239

211 210

207 208

SPACE CATEGORY

CIRCULATION

CONF / CLASSROOM

OFFICE

RESTROOM / JANITOR

STORAGE

UTILITY

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:3

P

M

/6

A-1004

T L E

E -W

E L L E

R

T J K

IM

T

L E

E -W

E L L

J U

N E

P ro j.

N o

A C

E N

T R

A L

O V

E R

A L

L S

E C

O N

D F

L O

O R

S P

A C

E U

T

IL

IZ

A

T

IO

N P

L A

N

SCALE 3/64" = 1'-0"

OVERALL SECOND FLOOR SPACE UTILIZATION PLAN

0 16' 32' 48'

N

0 16' 32' 48'

N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

B.7 B.8 C C.3 C.8 D D.5

3.5

3.6

4.0

D.3 D.6

3.9

D4 D4

D1

D1

D1

D1D1

D1

D1

1,526 SF

UNIT PARTS

STORAGE

100 SF

ARMORER

178 SF

TABLE / CHAIR

STORAGE

692 SF

CORRIDOR

828 SF

CORRIDOR

120 SF

MECH.

143A

118 SF

ASF SUPPLY

1,752 SF

UNIT INDIVIDUAL

STORAGE

36 SF

MECH

136A

DASHED LINE INDICATES APPROXIMATE

LOCATION OF FUTURE ELEVATOR SHAFT

PENETRATION THROUGH EXISTING

CONCRETE FLOOR SLAB FOR EXCAVATION

AND CONSTRUCTION OF ELEVATOR PIT

B.7 B.8 C C.3 C.8 D D.5

3.5

4.0

4.1

D.3 D.6

3.9

JAN CLO

230A

7/6 MED. TRAIN

STORAGE

222A

7/6 HHI S-4

CORRIDOR

7/6 MMT S-4 SECTION

7/6 MMT S-1 PAC

UNIT COMMON

D4

D4

D4

D1

D1

D1

D1

D1

7/6 MMT OPERATIONS

D1

D1

DASHED LINE INDICATES

APPROXIMATE LOCATION OF

FUTURE ELEVATOR SHAFT

PENETRATION UP THROUGH

THE EXISTING ROOF.

B.7 B.8 C C.3 C.8 D D.5

3.5

3.6

4.0

D.3 D.6

3.9

MECH.

143A

100 SF

ARMORER

MECH

136A

TABLE / CHAIR

STORAGE

CORRIDOR

CORRIDOR

61 SF

ELEV MACHINE

ROOM

118 SF

ASF SUPPLY

1,752 SF

UNIT INDIVIDUAL

STORAGE

UNIT PARTS

STORAGE

ELEV.

P2

P5

P5

P2 P2

P2

P2

P2

P2

P2

(FIELD VERIFY)

20' - 8" +/-

(F

IE

LD

V E R

IF

Y

0"

P9

B.7 B.8 C C.3 C.8 D D.5

3.5

4.0

4.1

D.3 D.6

3.9

7/6 MMT OPERATIONS

JAN CLO

230A

271 SF

7/6 MED. TRAIN

STORAGE

222A

7/6 HHI S-4

CORRIDOR

7/6 MMT S-4 SECTION

7/6 MMT S-1 PAC

2,611 SF

UNIT COMMON

60 SF

ADA SHOWER

237C

95 SF

ADA TOILET

237B

84 SF

ELEV LOBBY

237A

ELEV.

P2

P2P2P2

P2

P5

P5

P5

P16

P8

P8

P15

P2

P2

P2

P2 P2P2

P2

P5

P2

P20 P19

P21

P21

14 SF

JAN.

237D

P2

P22 P22

5' - 0"

(F

IE

LD

V E R

IF

Y

(FIELD VERIFY)

19' - 3" +/-

P9

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4

S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:3

P

M

A s i n d ic a te d

A-1005

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

E L E

V A

T O

R

M A

C H

IN

E

R O

O M

U

N

IS

E X

T O

IL

E

T D

E M

O L

IT

IO

N

A N

D F

L O

O R

P L A

N S

0 4' 8' 12'

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

P2 NEW METAL STUD GYPSUM BOARD WALL

P5 NEW SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME

P8 NEW TOILET FIXTURE

P9 NEW ELEVATOR WITH CMU SHAFT WALL 1 HOUR FIRE RATING

P15 NEW MOP SINK

P16 NEW DRINKING FOUNTAIN

P19 NEW BENCH

P20 NEW LOCKER, 2'-0" x 2'-0"

P21 NEW SHOWER CURTAIN

P22 NEW GRAB BAR

N

0 4' 8' 12'

N

SCALE 3/16" = 1'-0"

A1

GROUND FLOOR DEMOLITION AT ELEVATOR

0 4' 8' 12'

N

SCALE 3/16" = 1'-0"

D1

SECOND FLOOR DEMOLITION AT ELEVATOR

0 4' 8' 12'

N

SCALE 3/16" = 1'-0"

A5

GROUND FLOOR PLAN AT ELEVATOR

SCALE 3/16" = 1'-0"

D5

SECOND FLOOR PLAN AT ELEVATOR

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

E E.3 E.7 F F.4 F.6

8.0

E.4

ASF OPER. OFFICER

147 SF

ASF AVIATION

SAFETY OFFICER

INSTRUC. PILOT

105 SF

COMPUTER & FILES

COMMON ADMIN.

123B

PRINT / STOR

INSTRUC. PILOT

INSTRUC. PILOT

CORRIDOR

STORAGE

128A

ASF REPORT

CORRIDOR

6' - 0"

48 SF

EF ROOM

108A

CONF ROOM

123A (F.V.)

3' - 7"

8'

P2

P6

P2P5

INSULATED

21 SF

STORAGE

108B

P2

P23

P13

P13

P13P13

P13

P14

AT EXISTING GROUND ACCESS LADDER

PROVIDE SECURE EXTERNAL LADDER

ACCESS WITH LOCKED CAGES OR

SIMILAR MECHANISMS IN ACCORDANCE

WITH ATFP, UFC 4-010-01.

AT NEW GROUND ACCESS

LADDERS PROVIDE

SECURE EXTERNAL

LADDER ACCESS WITH

LOCKED CAGES OR

SIMILAR MECHANISMS IN

ACCORDANCE WITH ATFP,

UFC 4-010-01.

NEW ROOF OVER

2ND FLOOR

EXTERIOR STAIR

LANDING

E E.3 E.7 F F.4 F.6 F.8

7.0

8.0

E.4 F.1

182 SF

ASF REPORT

89 SF

PRINT / STOR

88 SF

INSTRUC. PILOT

91 SF

INSTRUC. PILOT

177 SF

CORRIDOR

191 SF

ASF OPER. OFFICER

147 SF

ASF AVIATION

SAFETY OFFICER

109 SF

INSTRUC. PILOT

D18

122 SF

CORRIDOR

14 SF

STORAGE

128A

105 SF

COMPUTER & FILES

E.7 F G G.4 H J

3.5

78 SF

STORAGE

596 SF

AVIATION COMPANY

ROOM

125 SF

ASF INST. PILOT

475 SF

DELTA COMPANY

OFFICE

473 SF

DELTA COMPANY

COMMANDER OFFICE

871 SF

CORRIDOR

810 SF

CORRIDOR

D4

D1

D4

D1

D1

D1

D4

125 SF

ASF INST. PILOT

596 SF

AVIATION COMPANY

ROOM

8'

9' - 9"

79 SF

TR ROOM

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.

E.7 F G G.4 H J

3.5

78 SF

STORAGE

AVIATION COMPANY

ROOM

245 ASF INST. PILOT

DELTA COMPANY

OFFICE

DELTA COMPANY

COMMANDER OFFICE

CORRIDOR

CORRIDOR

P1

P2

P2

P2

P5

P2

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:3

P

M

A s i n d ic a te d

A-1006

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

T R

R O

O M

A N

D E

F R

O O

M D

E M

O L

IT

IO

N

A N

D F

L O

O R

P L

A N

S

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D18 REMOVE PARTIAL WALL FOR INSTALLATION OF DOOR

P1 INFILL OPENING WITH WALL CONSTRUCTION SIMILAR TO ADJACENT WALL

P2 NEW METAL STUD GYPSUM BOARD WALL

P5 NEW SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME

P6 NEW METAL DOOR WITH HOLLOW METAL FRAME

P13 ADD NEW LADDER TO EXISTING ROOF

P14 EXISTING LADDER TO EXISTING ROOF

P23 NEW METAL SHELVING

0 4' 8' 12'

N

SCALE 3/16" = 1'-0"

A5

GROUND FLOOR PLAN AT EF ROOM

0 4' 8' 12'

N

N

NTSSCALE

E8

ROOF LADDER LOCATION PLAN

0 4' 8' 12'

N

0 4' 8' 12'

N

SCALE 3/16" = 1'-0"

A1

GROUND FLOOR DEMOLITION AT EF ROOM

SCALE 3/16" = 1'-0"

E1

SECOND FLOOR DEMOLITION AT TR ROOM

SCALE 3/16" = 1'-0"

E5

SECOND FLOOR PLAN AT TR ROOM

ALIGN

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.

E.3 E.7 F G

3.6

E.4

3.9

D18

E.3 E.7 F G

3.6

E.4

3.9

80 SF

TER

156A

CORRIDOR

UNIT TOOL STORAGE

STAGING

ASF PARTS / TOOLS

ASF SUPPLY

P5

P2

P2

(TELECOMMUNICATIONS

EQUIPMENT ROOM)

8'

10' - 0"

E.7 G.4

4.9

5.1

G.2

48 SF

TR ROOM

153A

ASF PARTS / TOOLS

CORRIDOR

6' - 0"

8'

P2

P2

P5

E.7 G.4

4.9

5.1

G.2

ASF PARTS / TOOLS

CORRIDOR

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:3

P

M

A s i n d ic a te d

A-1007

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

T R

R O

O M

A N

D T

E R

D E

M O

L

IT

IO

N

A N

D F

L O

O R

P L A

N S

KEYED NOTE LEGEND

D18 REMOVE PARTIAL WALL FOR INSTALLATION OF DOOR

P2 NEW METAL STUD GYPSUM BOARD WALL

P5 NEW SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME

0 4' 8' 12'

N

SCALE 3/16" = 1'-0"

D1

GROUND FLOOR DEMOLITION PLAN AT TER

0 4' 8' 12'

N

SCALE 3/16" = 1'-0"

D5

GROUND FLOOR PLAN AT TER

SCALE 3/16" = 1'-0"

A5

GROUND FLOOR PLAN AT TR ROOM

SCALE 3/16" = 1'-0"

A1

GROUND FLOOR DEMOLITION PLAN AT TR ROOM

N N

0 4' 8' 12' 0 4' 8' 12'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

UP

A-201

B1

H J K L M N P P.8 Q

1.9

3.0

3.5

2.0

J.4

175 SF

CORRIDOR

1,095 SF

MACHINE / SHT. MTL

SHOP

97 SF

ASF SHOP OFFICE

97 SF

ASF SHOP OFFICE

98 SF

ASF QC.

98 SF

ASF QC.

98 SF

ASF QC.

314 SF

UNIT QC.

171313 SF

UNIT QC.

97 SF

ASF QC.

213 SF

MECHANICAL

155 SF

MECHANICAL

161A

259 SF

UNIT QC.

39 SF

JAN CLO

28 SF

VEST

428 SF

MEN

195 SF

WOMEN

23 SF

VEST

452 SF

CORRIDOR

233 SF

ELECTRICAL

194A

722 SF

PROP & ROTOR

D4

D4 D4

D1

D1

D1

D1 D1

D1

D4

D1

D18 D18

D4

D4

D4

D4

D4

D1 D1

D1

D1 D1D1

D1

D1

D1

D1D1

D4

D1

D7

D7D7

D39

D7

D18

D18

D37 D1

D1

D18

REMOVE EXISTING STAIRS

AND RELOCATE AS SHOWN

ON SHEET A-1004

EXISTING YELLOW SAFETY PAINT

EXISTING YELLOW SAFETY PAINT

H J K L M N P P.8 Q

1.9

3.0

3.5

2.0

J.4

CORRIDOR

1,095 SF

MACHINE / SHT. MTL

SHOP

97 SF

ASF SHOP OFFICE

97 SF

ASF SHOP OFFICE

98 SF

ASF QC.

98 SF

ASF QC.

98 SF

ASF QC.

314 SF

UNIT QC.

313 SF

UNIT QC.

97 SF

ASF QC.

MECHANICAL

MECHANICAL

161A

259 SF

UNIT QC.

JAN CLO

VEST

MEN

WOMEN

VEST

452 SF

CORRIDOR

ELECTRICAL

194A

722 SF

PROP & ROTOR

TRENCH

DRAIN, TYP. ROTOR BLADE

STEEL COLUMN

RE: STRUCT

DWGS

P1

P7

P6

P3

P2

P6 P3

INSULATED

45 MIN FIRE

RATED DOORS

INSULATED

45 MIN FIRE

RATED DOORS

GUARD POST

OVERHEAD RAIL

TO REMAIN

314 SF

ASF SHOP OFFICE

CORRIDOR

156N

INSULATED

45 MIN FIRE

RATED DOOR

2ND FLOOR

EXIT ABOVE

SAFETY LANE

SAFETY LANE

SAFETY LANE

SAFETY LANE

INSULATED

45 MIN FIRE

RATED DOOR

ASF SHOP OFFICE

5' -0

M

IN

SEE SHEETS

A-1010 AND

A-1011 FOR

THIS AREA.

10'-0" CLEAR

RELOCATE

EXISTING STAIRS

TO ALLOW

EGRESS

CLEARANCE

INSULATED

45 MIN FIRE

RATED DOOR

P1

P1

P2 P2

P2

P6 P6 P6 P6

P2

P2 P2

P2

P6 P6P6 P2

P2

P1

P2

P2

P6 P6 P6

P2

P6 P6

7' - 0"5'-0" MIN CLEAR WIDTH

EMERGENCY

SHOWER /

EYE WASH, TYP.

LADDER ACCESS

TO ROOF

INSULATED

AND WITH

EXIT ONLY

HARDWARE

P3 P6

P2

P2

P6

P3

P6 P6 P6 P6 1 HR FIRE

RATED CMU

WALLS AND

CONCRETE

ROOF WITH

NEW

ROOFING

SYSTEM

P6 P6

INSULATED

45 MIN FIRE

RATED DOOR

P4

P4

PROVIDE 1 HOUR

FIRE RATED

ASSEMBLY OVER

TOP OF NEW WALLS

48 SF

TR ROOM

169A

6' - 0"

8'

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:3

P

M

/8

A-1008

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

G R

O U

N D

F L O

O R

D E

M O

L

IT

IO

N

A N

D F

L O

O R

P L A

N A

T C

E N

T E

R S

H O

P S

SCALE 1/8" = 1'-0"

A1

GROUND FLOOR DEMOLITION AT CENTER SHOPS

0 4' 8' 16'

0 4' 8' 16'

N

N

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D7 REMOVE EXISTING STAIRS, GUARDRAILS AND/OR HANDRAILS

D18 REMOVE PARTIAL WALL FOR INSTALLATION OF DOOR

D37 REMOVE EXISTING HOSE REEL CABINET

D39 REMOVE EXISTING GUARDRAIL

P1 INFILL OPENING WITH WALL CONSTRUCTION SIMILAR TO ADJACENT WALL

P2 NEW METAL STUD GYPSUM BOARD WALL

P3 NEW METAL STUD GYPSUM BOARD WALL 1 HOUR FIRE RATING

P4 NEW CMU WALL 1 HOUR FIRE RATING

P6 NEW METAL DOOR WITH HOLLOW METAL FRAME

P7 NEW FLOOR STRIPING

SCALE 1/8" = 1'-0"

D1

GROUND FLOOR PLAN AT CENTER SHOPS

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

DN

DN

A-201

B1

H J K L M N P P.8 Q

1.9

3.0

3.5

2.0

J.4

7/6 HHT SUPPLY

7/6 MNT SUPPLY

A CO. SUPPLY

B CO. SUPPLY

C CO. SUPPLY

CLERICAL

7/6 HHT SUPPLY

7/6 MMT SUPPLY

7/6 MMT SUPPLY

ELEC

865 SF

CLASSROOM NO. 3

869 SF

CLASSROOM NO. 2

818 SF

CLASSROOM NO. 1

MEN'S SHOWER

MEN

WOMEN

10' - 4"

CORRIDOR

CORRIDOR

WOMEN'S SHOWER

110' - 0" 114' - 3"

S

LO

P E

D N

1 HR FIRE RATED WALL

114' - 3"

SEE SHEETS

A-1010 AND A-1011

FOR THIS AREA.

P1

P2

P2

P10

P5 P5

P2 P2

P5 P2

NEW LANDING

W/ ROOF ABOVE

MECHANICAL CHASE

45 MIN FIRE

RATED DOOR

RELOCATE

EXISTING

STAIRS TO

ALLOW

EGRESS

CLEARANCE

P4

P4

CLEAR

10'-0" MIN.

A-201

B1

H J K L M N P P.8 Q

1.9

3.0

3.5

2.0

J.4

126 SF

7/6 HHT SUPPLY

126 SF

7/6 MNT SUPPLY

104 SF

A CO. SUPPLY

104 SF

B CO. SUPPLY

104 SF

C CO. SUPPLY

389 SF

CLERICAL

128 SF

7/6 HHT SUPPLY

125 SF

7/6 MMT SUPPLY

130 SF

7/6 MMT SUPPLY

35 SF

ELEC

865 SF

CLASSROOM NO. 3

869 SF

CLASSROOM NO. 2

818 SF

CLASSROOM NO. 1

86 SF

MEN'S SHOWER

436 SF

MEN

138 SF

WOMEN

114' - 3"

614 SF

CORRIDOR

266 SF

CORRIDOR

35 SF

WOMEN'S SHOWER

D1

D7

D39

D39

REMOVE EXISTING HANDRAILS

& REPLACE WITH ADA

COMPLIANT HAND RAILS

D4

D4

D4

D4

D4

D4

D1

D1

D1

D1

D1

D1

D1

D1

D7

D7D39

D8

D8

D8

D8

MECHANICAL CHASE -

EXISTING DUCT WORK

AND PIPING TO REMAIN

14,670 SF

SOUTH HANGAR

FIELD VERIFY WHAT

EXTENT OF THESE WALLS

CAN BE REMOVED TO

REDUCE THE FOOTPRINT

TO ONLY WHAT IS

REQUIRED FOR CHASE.

D1

REMOVE EXISTING STAIRS

AND RELOCATE AS SHOWN

ON SHEET A-1004

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:4

P

M

/8

A-1009

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

S E

C O

N D

F L

O O

R D

E M

O L

IT

IO

N A

N D

F L

O O

R P

L A

N A

T C

E N

T E

R S

H O

P S

0 4' 8' 16'

SCALE 1/8" = 1'-0"

E1

SECOND FLOOR PLAN AT CENTER SHOPS

0 4' 8' 16'

N

N

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D7 REMOVE EXISTING STAIRS, GUARDRAILS AND/OR HANDRAILS

D8 REMOVE EXISTING LOCKERS

D39 REMOVE EXISTING GUARDRAIL

P1 INFILL OPENING WITH WALL CONSTRUCTION SIMILAR TO ADJACENT WALL

P2 NEW METAL STUD GYPSUM BOARD WALL

P4 NEW CMU WALL 1 HOUR FIRE RATING

P5 NEW SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME

P10 NEW FLOOR

SCALE 1/8" = 1'-0"

A1

SECOND FLOOR DEMOLITION AT CENTER SHOPS

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

6.0

G.9 H J K

3.0

3.5

3.6

2.0

4.0

4.5

4.9

5.1

3.9

J.4

D4

D7

6.0

E.3 E.7 F G G.9 H J K

3.0

3.5

3.6

2.0

4.0

4.5

4.9

5.1

E.4

3.9

J.4

ROOF BELOW

D1

D1

D4

D1

D4

D18

D4

D1

D1

D4

D4

D4

D4

D1

D1

D1

D1

D1

D1

D4

D1

D1

D1

DO NOT DISTURB

EXISTING COLUMN

IN WALL

D1

D4

D18

D18

D1 D4

D4

D1

D1

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4

S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:4

P

M

/8

A-1010

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

G R

O U

N D

S

E C

O N

D F

L O

O R

D E

M O

L

IT

IO

N

P L

A N

S

SCALE 1/8" = 1'-0"

A1

GROUND FLOOR DEMOLITION PLAN

SCALE 1/8" = 1'-0"

A2

SECOND FLOOR DEMOLITION PLAN

0 4' 8' 16'0 4' 8' 16'

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D7 REMOVE EXISTING STAIRS, GUARDRAILS AND/OR HANDRAILS

D18 REMOVE PARTIAL WALL FOR INSTALLATION OF DOOR

N N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

6.0

H J K

3.0

3.5

3.6

2.0

4.0

4.5

4.9

5.0

5.1

3.9

FLIGHT OPERATIONS

SOUTH HANGAR

AIRLOCK

182B

CORRIDOR

STAIR NO. 1

VESTIBULE

JAN CLO.

ELECTRICAL

182A

ASF PARTS OFFICE

MENS HC TOILET

MEN

WOMEN

CORRIDOR

VEST

JAN CLO

VEST

UNIT QC.

ASF QC.

MECHANICAL

MECHANICAL

161A

ASF SUPPLY

COLUMNS TO

UNDERSIDE OF

RAMP ABOVE

COLUMNS TO

UNDERSIDE OF

RAMP ABOVE

COLUMNS TO

UNDERSIDE OF

RAMP ABOVE

GUARDPOST

GUARDPOST

GUARDPOST

GUARDPOST

GUARDPOST

GUARDPOST

SEE SHEETS A-1008 AND

A-1009 FOR THIS AREA.

45 MIN

FIRE

RATED

DOORS

6.0

E.3 F G H J K

3.0

3.5

3.6

2.0

4.0

4.5

4.9

5.0

5.1

E.4

3.9

DELTA COMPANY

OFFICE

DELTA COMPANY

COMMANDER OFFICE

MEN

WOMEN

WOMEN'S SHOWER

261 CLASSROOM NO. 1

CORRIDOR

CORRIDOR

78 SF

STORAGE

596 SF

AVIATION COMPANY

ROOM

125 SF

ASF INST. PILOT

125 SF

ASF INST. PILOT

596 SF

AVIATION COMPANY

ROOM

2,611 SF

UNIT COMMON

SOUTH HANGAR

182125 SF

ASF INST. PILOT

125 SF

ASF TEST PILOT

125 SF

ASF TEST PILOT

596 SF

AVIATION COMPANY

ROOM

7/6 HHI

C CO. PLATOON

LEADER

7/6 C CO. CO. CDR

7/6 B CO. CO. CDR

CORRIDOR

CORRIDOR

STAIR NO. 1

ROOF BELOW

STORAGE

209A

7/6 MMT MCOIC

1 HR FIRE RATED WALL

110' - 0"110' - 0"

112' - 1 1/2"

RAMP

UP

RAMP

UP

7/6 MMT / XO

STAGING MEZZ

125 SF

ASF INST. PILOT

OPEN TO BELOW

(MIN.)

10' - 0"

114' - 3"

114' - 3"

6'

P2 P2

P2P5

45 MIN. FIRE

RATED 48"

WIDE DOOR

W/ HOLD-

OPEN DEVICE

AMMO SECT MGT

7/6 HHI WEAPONS

SUPPORT

7/6 MMT FLIGHTS

125 SF

ASF TEST PILOT

P5

P2

P2

P2

P2

P2

P5

P5

P5 P5

P1

P5

P1

P1

P1

P1

P2

P2

P2

P1

P1

P5

P5

P5

P2

P2

P1

P5

P5

P5

P5

SEE SHEETS A-1008 AND

A-1009 FOR THIS AREA.

P5

45 MIN FIRE

RATED DOOR

7'

5'

P5

P5

1 HR FIRE

RATED WALL

P3

P3

P3 P3

P3P3

1 HR RATED

FLOOR & ROOF

CONSTRUCTION

79 SF

TR ROOM

THESE DRAWINGS ARE CONCEPTUAL AND DO NOT DEPICT ALL EXISTING

CONDITIONS. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR VERIFYING

EXISTING FIELD CONDITIONS.

THE EXISTING FACILITIES WERE CONSTRUCTED SOMETIME PRIOR TO 1992. A

MAJOR RENOVATION AND ADDITION PROJECT OCCURED THAT YEAR. THE EXISTING

FACILITES HAVE UNDERGONE MULTIPLE RENOVATIONS. REFER TO EXISTING

DRAWINGS IN APPENDIX A FOR ADDITIONAL INFORMATION.

PRIOR TO COMMENCEMENT OF DEMOLITION WORK, CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT FOR POSSIBLE HAZARDOUS MATERIALS INCLUDING BUT

NOT LIIMITED TO ASBESTOS AND LEAD-BASED PAINT.

GENERAL DEMOLITION NOTES:

1.

2.

3.

THE INTENT OF THE INTERIOR DEMOLITION WORK IS TO REMOVE A LIMITED ABOUT

THE EXISTING CONSTRUCTION AND FURNISHINGS TO PROVIDE A CLEAN

CONNECTION BETWEEN THE NEW AND EXISTING CONSTRUCTION.

THE CONSTRUCTION OF THE EXISTING INTERIOR PARTITIONS VARIES. BOTH

CONCRETE BLOCK AND METAL STUD WITH GYPSUM BOARD PARTITIONS ARE

PRESENT. THE MAJORITY OF THE EXISTING PARTITIONS ARE METAL STUD WITH

GYPSUM BOARD.

AREAS SHOWN AS DASHED LINES INDICATE DEMOLITION. REMOVE ALL FINISHES

INCLUDING WALL, FLOOR, AND CEILING FINISHES TO EXPOSE EXISTING CONCRETE

FLOOR SLAB AND FLOOR OR ROOF STRUCTURE ABOVE AS REQUIRED TO BUILD

NEW CONSTRUCTION. THE DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING FIELD CONDITIONS.

INTERIOR DEMOLITION NOTES:

1.

2.

3.

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4

S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:4

P

M

/8

A-1011

R K

E N

N A

L E

Y

T J K

IM

C

S

P R

IN

K

L E

J U

N E

P ro j.

N o

A C

E N

T R

A L

G R

O U

N D

S

E C

O N

D F

L O

O R

P L

A N

S

SCALE 1/8" = 1'-0"

A1

GROUND FLOOR PLAN

SCALE 1/8" = 1'-0"

A2

SECOND FLOOR PLAN

0 4' 8' 16'0 4' 8' 16'

KEYED NOTE LEGEND

P1 INFILL OPENING WITH WALL CONSTRUCTION SIMILAR TO

ADJACENT WALL

P2 NEW METAL STUD GYPSUM BOARD WALL

P3 NEW METAL STUD GYPSUM BOARD WALL 1 HOUR FIRE RATING

P5 NEW SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAME

N N

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

K

1.0

1.4

J.4

1,055 SF

TOOL ROOM

248 SF

TOOL ROOM

3' - 9" +/-

FINISH END

OF WALL

TO MATCH

ADJACENT

WALL

PATCH AND

REPAIR

EXISTING

WALLS

TO MATCH

ADJACENT

WALL

K

1.0

1.4

J.4

TOOL ROOM

TOOL ROOM

189 3' - 9" +/-

D1

D1

D4

D4

P24

P24

ADJUST PORTION OF

EXISTING WALL TO

REMAIN AS REQUIRED TO

MAINTAIN EXISTING

EMERGENCY EYEWASH

E F

3.0

P25

P25

STAGING

E F

3.0

STAGING

D18

D18

D4 D4 D18

D18

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4

S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:4

P

M

/3

A-1012

D e s ig n e r

C h e c k e r

A u th o r

J U

N E

P ro j.

N o

A C

E N

T R

A L

E N

L A

R G

E D

F L O

O R

P L

A N

S

SCALE 3/32" = 1'-0"

E6

TOOL ROOM FLOOR PLAN

SCALE 3/32" = 1'-0"

E4

DEMO TOOL ROOM FLOOR PLAN

KEYED NOTE LEGEND

D1 REMOVE EXISTING WALL

D4 REMOVE EXISTING DOOR, FRAME AND HARDWARE

D18 REMOVE PARTIAL WALL FOR INSTALLATION OF DOOR

P24 EXISTING EMERGENCY EYE WASH TO REMAIN

P25 NEW METAL DOUBLE DOORS WITH HOLLOW METAL FRAME

0 8' 16' 24'0 8' 16' 24'

SCALE 3/32" = 1'-0"

C6

STAGING ROOM FLOOR PLAN

SCALE 3/32" = 1'-0"

C4

DEMO STAGING ROOM FLOOR PLAN

0 8' 16' 24'0 8' 16' 24'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

B

A-1102

A1

A-1102

C1

A-1102

E1

A

3 2 1

160 SF

OPEN PORCH

158 SF

WELDING SHOP

894 SF

PART / TOOLS

STORAGE

2,867 SF

WORK BAYS

93 SF

CORRIDOR

60 SF

LATRINE

79 SF

TR

29 SF

JANITOR

38 SF

MECH

38 SF

ELEC

69 SF

FLAMMABLE

STORAGE

342 SF

OMS OFFICE

COVERED

PARKING

51.A

EXISTINGPROPOSED

70' - 8"

4' - 0" 20' - 0" 20' - 0" 26' - 0" 8"

EXISTINGPROPOSED

14' - 0"

1' - 3" 1' - 9"

3' - 4"

1' - 10"

24' - 0" 2' - 10" 5' - 0"

TRENCH DRAIN, TYP.

FLOOR STRIPING

2,782 SF

BID OPTION

BAY ADDITION

EXISTING EXTERIOR

WALL TO BE REMOVED

40' - 0"

23' - 10" 13' - 2"

TOTAL ADDITION: 2,933 GROSS SQ FT

14' - 0"

FLOOR STRIPING

24' - 0" 2' - 10" 5' - 0"

14' - 0"

B8

A-1103

C1

A-1103

C1

A-1103

GUARD POST, TYP.

A.1

A.9

PORTAL FRAME

COLUMN, TYP.

S P

E C

IA

L

T Y

E Q

U

IP

M E

N T

A L

C O

V E

6' - 3"

1.B

1' - 3" 1' - 9"

3' - 4" 1' - 10"

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/1

/2

:0

:5

P

M

/1

A-1101

B K

E N

N A

L E

Y

C h e c k e r

D W ill ia m s

J u n e n u m b e r

P ro j.

N o

A C

E N

T R

A L

O M

S O

V E

R A

L L

F L

O O

R P

L A

N

SCALE 3/16" = 1'-0"

A1

OVERALL FLOOR PLAN

0 4' 8' 12'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

GROUND FLOOR

100' - 0"

4 3 2 151.A

C1

A-1103

OVERHEAD COILING

DOOR - 24'W x 14'H

EXISTINGPROPOSED

COVERED

PARKING

1.B

GROUND FLOOR

100' - 0"

B

ROOF LEVEL

119' - 8"

A A.1 A.9

GROUND FLOOR

100' - 0"

4321 5 1.A

C1

A-1103

PROPOSEDEXISTING

COVERED

PARKING

1.B

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4

S

O U

T H

P K

W Y

C

O N

R O

E T

X

/1

/2

:1

:2

A

M

/1

A-1102

B K

E N

N A

L E

Y

C h e c k e r

D W ill ia m s

J u n e n u m b e r

P ro j.

N o

A C

E N

T R

A L

O M

S E

X T

E R

IO

R

B U

IL

D

IN

G

E L E

V A

T

IO

N S

SCALE 3/16" = 1'-0"

E1

SOUTH ELEVATION

SCALE 3/16" = 1'-0"

C1

WEST ELEVATION

0 4' 8' 12'

0 4' 8' 12'

SCALE 3/16" = 1'-0"

A1

NORTH ELEVATION

0 4' 8' 12'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

TOP OF PARAPET

ROOF EAVE

BOTTOM OF SOFFIT

123' - 0"

119' - 8"

116' - 0"

100' - 0"

GROUND FLOOR

GROUND FLOOR

100' - 0"

BA

PROPOSED WORK

BAY ADDITION

B8

A-1103

116' - 0"

123' - 0"

SOFFIT

TOP OF PARAPET

A.1 A.9

O V

E R

H E

A D

C O

IL

IN

G D

O O

R H

E

IG

H T

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4

S

O U

T H

P K

W Y

C

O N

R O

E T

X

/1

/2

:1

:2

A

M

A s i n d ic a te d

A-1103

B K

E N

N A

L E

Y

C h e c k e r

C S

P R

IN

K

L E

J u n e n u m b e r

P ro j.

N o

A C

E N

T R

A L

O M

S B

U

IL

D

IN

G S

E C

T

IO

N

W A

L L S

E C

T

IO

N

SCALE 3/4" = 1'-0"

B8

WALL SECTION

0 1' 2' 3'

SCALE 3/16" = 1'-0"

C1

BUILDING SECTION

0 4' 8' 12'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

TRAINING BUILDING

P0100

OMS

P0101

GUARD SHACK

P0104

TER

156A

TR

153A

TR

169A

TR

TR

183A

EF

108A

SERVICE PROVIDER POINT

OF CONNECTION

PATHWAY BY CONTRACTOR

CABLING INSTALLED BY SERVICE PROVIDER

12 STRAND SM FIBER

25 PR COPPER

12 STRAND SM FIBER

25 PR COPPER

12 STRAND SM FIBER/SC

25 PR COPPER

(TYP TO EA TR ROOM)

12 STRAND SM FIBER

25 PR COPPER

GSE SHOP

P0103

TR

TE

TE

12 STRAND SM FOC

24 CAT 6a

DS3 COAXIAL CABLES

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4

S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:4

P

M

T-1001

A N

E L S

O N

R B

E N

E D

IC

T

A N

E L S

O N

J U

N E

P ro j.

N o

A C

E N

T R

A L

O S

P B

A C

K B

O N

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

FIRST FLOOR

SECOND FLOOR

TER 156A TR 153A TR 169A TR 183AEF 108A

TR 243

FLOOR

MTD RACK

FLOOR

MTD RACK

FLOOR

MTD RACK

FLOOR

MTD RACK

FLOOR

MTD RACK

FLOOR

MTD RACK

CAT6a

TELECOMMUNICATIONS

OUTLETS

CAT6a CAT6a CAT6a

CAT6a

12 STRAND SM FIBER (TYP)

25 PAIR COPPER (TYP)

SERVICE ENTRANCE CABLES

(BY SERVICE PROVIDER)

12 STRAND SM FIBER (TYP)

25 PAIR COPPER (TYP)

12 STRAND SM FIBER (TYP)

TO OMS, GSE, AND GUARD

SHACK

25 PAIR COPPER (TYP)

TO OMS, GSE, AND GUARD SHACK

12 STRAND SM FIBER

24 CAT6a

TELECOMMUNICATIONS

OUTLETS

TELECOMMUNICATIONS

OUTLETS

TELECOMMUNICATIONS

OUTLETS

TELECOMMUNICATIONS

OUTLETS

DS3 COAXIAL CABLE

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C E

R T

IF

IE

D F

IN

A

L

2 864 10

E

F

G

A R

C F

F R

R F

P D

E S

IG

N

P R

O J E

C T

N U

M B

E R

C O

N R

O E

T

X

(4 S

O U

T H

P K

W Y

C

O N

R O

E T

X

/2

/2

:2

:4

P

M

T-1002

A N

E L S

O N

R B

E N

E D

IC

T

A N

E L S

O N

J U

N E

P ro j.

N o

A C

E N

T R

A L

IS

P

D

IA

G R

A M

SCALE 1" = 1'-0"

TRAINING BUILDING ISP DIAGRAM

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

R

-0

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

IS

S

U E

D A

T E

P R

O J E

C T

N O

C

O N

T R

A C

T N

O

A F

D R

A W

IN

G

C O

D E

X

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

(8

-9

1 753

A

B

C

D

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

SHEET

IDENTIFICATION

NUMBER

C O

R R

E C

T E

D F

IN

A

L R

F P

S U

B M

IT

T

A L

2…