W912QR20R0055Plans-0000.pdf

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®of Engineers

US Army Corps

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PHASE 1 SUBMITTAL

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of Engineers

US Army Corps

CONTRACT NO.: W912QR-19-D-0037

Louisville District

G-001

C O

V E

R S

H E

E T

FOR OFFICIAL USE ONLY

JOINT BASE MCGUIRE-DIX-LAKEHURST, NJ

PROJECT NO.: 92199

P2#: 481648

TRANSIENT TRAINING BARRACKS BUILDING 5502

R P

R O

C T

O R

R P

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O R

A

M c C

O Y

ISSUE DATE: APRIL 7, 2020

DRAWING INDEX

SOLICITATION NO.:

TRANSIENT BARRACKS - BUILDING ELEVATIONSA-200

TRANSIENT BARRACKS - ROOF PLANA-140

TRANSIENT BARRACKS - THIRD FLOOR PLANA-130

TRANSIENT BARRACKS - SECOND FLOOR PLANA-120

ENLARGED FLOOR PLAN & CASEWORK ELEVATIONS

TRANSIENT BARRACKS - A-111

TRANSIENT BARRACKS - FIRST FLOOR PLANA-110

TRANSIENT BARRACKS - BASEMENT PLANA-100

TRANSIENT BARRACKS - EXISTING BUILDING ELEVATIONAD-200

THIRD FLOOR DEMOLITION PLAN

TRANSIENT BARRACKS - AD-130

SECOND FLOOR DEMOLITION PLAN

TRANSIENT BARRACKS - AD-120

FIRST FLOOR DEMOLITION PLAN

TRANSIENT BARRACKS - AD-110

BASEMENT DEMOLITION PLAN

TRANSIENT BARRACKS - AD-100

TRANSIENT BARRACKS - GRADING PLANCG112

TRANSIENT BARRACKS - GRADING PLANCG111

TRANSIENT BARRACKS - OVERALL GRADING PLANCG101

TRANSIENT BARRACKS - SITE PLANCS112

TRANSIENT BARRACKS - SITE PLANCS111

TRANSIENT BARRACKS - OVERALL SITE PLANCS101

TRANSIENT BARRACKS - DEMOLITION PLANCD112

TRANSIENT BARRACKS - DEMOLITION PLANCD111

TRANSIENT BARRACKS - DEMOLITION PLANCD101

COVER SHEET / DRAWING INDEXG-001

14 May 2020

W912QR20R0055

W

2Q R

R

Pl an s-

T E

R R

A

C O

T T A

R R

A

C O

T T

A

R C

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

P V

C

.C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=132.95

INV=128.51(6")1

INV=128.38(6")2

INV=128.31(6")3

INV=128.25(6")4

INV=128.19(6")5

INV=128.15(6")6

INV=128.11(6")7

INV=127.09(12")8

T E R

R A

C O T T A

T E R

R A

C O

T T A

R R

A

C O

T T A

STORM MH

RIM=131.56

INV=XXXXX

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

BUILDING BUILDING

BUILDING

GV

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

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D

IN

G

A

N

IT

A

IT

A

IT

S

ID

E W

A L

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S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

D D

PAVEMENT

MH

MH

MH

MH

CONCRETE

PAD

T E

N N

E S

A

E N

U E

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

V

D

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C/O

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

F .F

L

.2

.8

.0

.9

CONC.

P O

R C

H

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H

STORM MH

RIM=129.59

INV=125.82(12")S

INV=117.80(24")E

INV=117.84(24")W

24" RCP

P

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

SANITARY MH

RIM=133.99

INV=128.17(10")E

INV=128.29(6")S

10"PVC

T .C

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

STORM MH

RIM=132.93

INV=126.92(6")1

INV=126.86(6")2

INV=126.69(6")3

INV=126.57(12")4

D

6"T.C.

P

V C

STORM MH

RIM=134.38

INV=121.28

21" RCP

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

2 3

GRATE

EL=133.10

INV=XXXX

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLOOR DRAIN, TYPICAL

FLUE

PIPE

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

GREASE

INTERCEPTOR

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

C

P P

P

12" RCP

P

P

D D

D

D

D

WV

DY

H

D D

D

S

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

6" TERRA-COTTA

6" TERRA-COTTA

T E R

R A

C O

T T A

6" TERRA-COTTA

R R

A

C O

T T A

TE

R R

A

C O

TT

A

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' CD101

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B

ID

D L E

GENERAL DEMOLITION NOTES

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PROTECT EXISTING TREES DURING CONSTRUCTION.

CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.

THAN 6 FEET.

SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS

BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN

ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.

MDL STANDARDS.

WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB

HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION

CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.

ACTIVITIES.

SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION

CONTRACTOR SHALL REPLACE ANY DAMAGED 1.

CD111

CD112

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US Army Corps

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M A

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PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

STORM MH

RIM=131.56

INV=XXXXX

EM

BUILDING BUILDING

BUILDING

GV

A

IT

A

IT

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

MH

MH

CONCRETE

PAD

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P

S T E

P

S T E

P

S T E

P

W A

L L

W A

L L

W A

L L

W A

L L

C/O

CONC.

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

STORM MH???

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

6"T.C.

OPEN

TO BELOW

EL=124.75

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61277

R E

F R

IG

GM

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC.

CONC.

GREASE

INTERCEPTOR

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

P

12" RCP

P

D

D

D

D D

D

RAMP

R A

M P

DN

UP

DN

UP

6" TERRA-COTTA

TE

R R

A

C O

TT

A

N

CD111

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

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N P

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N

REMOVE EXISTING RAILING.5.

REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:4.

REMOVE ROOF DRAIN LATERAL.3.

REMOVE EXISTING STAIRS AND RAILING.2.

CUT AT NEAREST JOINT TO REMAIN.

EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.

U .S

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U E D

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2 3 4 5 6 7 8 9 10

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PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

R R

A

C O

T T A

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

GS

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

D D

PAVEMENT

MH

S T E

P

S T E

P

S T E

P

S T E

P

.8

.0

.9

P O

R C

H

ROOF DRAIN

TYPICAL

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

D

6"T.C.

6"T.C.

P

V C

WINDOW

WELL

TYPICAL

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

EL=133.10

1 2

AREA

CONCRETE

COVERED

BASKETBALL

D

P

C

P P

P

D

WV

DY

H

DY

H

WV

6" TERRA-COTTA

6" TERRA-COTTA

T E R

R A

C O

T T A

6" TERRA-COTTA

R R

A

C O

T T A

N

CD112

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

D E

M O

L

IT

IO

N P

L A

N

REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:4.

REMOVE ROOF DRAIN LATERAL.3.

REMOVE EXISTING STAIRS AND RAILING.2.

CUT AT NEAREST JOINT TO REMAIN.

EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.1

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C D

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

X X

X -X

X -X

X

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C D

.d g n

-A

P R -2

:1

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=132.95

INV=128.51(6")1

INV=128.38(6")2

INV=128.31(6")3

INV=128.25(6")4

INV=128.19(6")5

INV=128.15(6")6

INV=128.11(6")7

INV=127.09(12")8

T E R

R A

C O T T A

T E R

R A

C O

T T A

R R

A

C O

T T A

STORM MH

RIM=131.56

INV=XXXXX

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

BUILDING BUILDING

BUILDING

GV

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

A

IT

A

IT

A

IT

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

D D

PAVEMENT

MH

MH

MH

MH

CONCRETE

PAD

T E

N N

E S

E N

U E

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C/O

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

.2

.8

.0

.9

CONC.

P O

R C

H

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H

STORM MH

RIM=129.59

INV=125.82(12")S

INV=117.80(24")E

INV=117.84(24")W

24" RCP

P

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

SANITARY MH

RIM=133.99

INV=128.17(10")E

INV=128.29(6")S

10"PVC

T .C

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

STORM MH

RIM=132.93

INV=126.92(6")1

INV=126.86(6")2

INV=126.69(6")3

INV=126.57(12")4

D

6"T.C.

P

V C

STORM MH

RIM=134.38

INV=121.28

21" RCP

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

2 3

GRATE

EL=133.10

INV=XXXX

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLOOR DRAIN, TYPICAL

FLUE

PIPE

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

GREASE

INTERCEPTOR

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

C

P P

P

12" RCP

P

P

D D

D

D

D

WV

DY

H

D D

D

S

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' CS101

M

M A

Y E

R

B

B

ID

D L E

GENERAL DEMOLITION NOTES

J L

O C

K

O V

E R

A L L S

IT

E P

L A

N

PROTECT EXISTING TREES DURING CONSTRUCTION.

CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.

THAN 6 FEET.

SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS

BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN

ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.

MDL STANDARDS.

WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB

HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION

CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.

ACTIVITIES.

SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION

CONTRACTOR SHALL REPLACE ANY DAMAGED 1.

CS111

CS112

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C S .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

X X

X -X

X -X

X

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C S .d g n

-A

P R -2

:1

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

STORM MH

RIM=131.56

INV=XXXXX

EM

BUILDING BUILDING

BUILDING

GV

A

IT

A

IT

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

MH

MH

CONCRETE

PAD

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P

S T E

P

S T E

P

S T E

P

W A

L L

W A

L L

W A

L L

W A

L L

C/O

CONC.

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

STORM MH???

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

6"T.C.

OPEN

TO BELOW

EL=124.75

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61277

R E

F R

IG

GM

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC.

CONC.

GREASE

INTERCEPTOR

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

P

12" RCP

P

D

D

D

D D

D

RAMP

R A

M P

DN

UP

DN

UP

N

CS111

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

S

IT

E P

L A

N

PROVIDE RAILING.8.

REPLACE EXISTING GREASE TRAP.7.

PROVIDE ADA COMPLIANT ACCESS RAMP.6.

PROVIDE BITUMINOUS DRIVEWAY.OPTION:5.

PROVIDE 12" CONCRETE MOW STRIP.OPTION:4.

PROVIDE TACTILE WARNING.3.

PROVIDE STAIRS AND RAILING.2.

PROVIDE CONCRETE SIDEWALK. 1.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C S .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

X X

X -X

X -X

X

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C S .d g n

-A

P R -2

:1

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

R R

A

C O

T T A

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

GS

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

D D

PAVEMENT

MH

S T E

P

S T E

P

S T E

P

S T E

P

.8

.0

.9

P O

R C

H

ROOF DRAIN

TYPICAL

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

D

6"T.C.

6"T.C.

P

V C

WINDOW

WELL

TYPICAL

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

EL=133.10

1 2

AREA

CONCRETE

COVERED

BASKETBALL

D

P

C

P P

P

D

WV

DY

H

DY

H

WV

N

CS112

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

S

IT

E P

L A

N

4 5

COURT.

PROVIDE BITUMINOUS PAVEMENT BASKETBALL OPTION:5.

PROVIDE 12" CONCRETE MOW STRIP.OPTION:4.

PROVIDE TACTILE WARNING.3.

PROVIDE STAIRS AND RAILING.2.

PROVIDE CONCRETE SIDEWALK. 1.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C S .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

X X

X -X

X -X

X

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C S .d g n

-A

P R -2

:1

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

STORM MH

RIM=132.95

INV=128.51(6")1

INV=128.38(6")2

INV=128.31(6")3

INV=128.25(6")4

INV=128.19(6")5

INV=128.15(6")6

INV=128.11(6")7

INV=127.09(12")8

T E R

R A

C O T T A

T E R

R A

C O

T T A

R R

A

C O

T T A

STORM MH

RIM=131.56

INV=XXXXX

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

WV

WV

WV DY

H

EM

BUILDING BUILDING

BUILDING

GV

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

A

IT

A

IT

A

IT

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

D D

PAVEMENT

MH

MH

MH

MH

CONCRETE

PAD

T E

N N

E S

E N

U E

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASSGRASS

GRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

S T E

P S

T E

P

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

C/O

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

.2

.8

.0

.9

CONC.

P O

R C

H

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

ELETRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H P

O R

C H

P O

R C

H

STORM MH

RIM=129.59

INV=125.82(12")S

INV=117.80(24")E

INV=117.84(24")W

24" RCP

P

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

SANITARY MH

RIM=133.99

INV=128.17(10")E

INV=128.29(6")S

10"PVC

T .C

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

STORM MH

RIM=132.93

INV=126.92(6")1

INV=126.86(6")2

INV=126.69(6")3

INV=126.57(12")4

D

6"T.C.

P

V C

STORM MH

RIM=134.38

INV=121.28

21" RCP

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

WINDOW

WELL

TYPICAL

COVERED AREA

FOR PICNIC TABLE

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

2 3

GRATE

EL=133.10

INV=XXXX

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61273

UP#JC61277

AREA

CONCRETE

COVERED

R E

F R

IG

GMGM

BASKETBALL

FLOOR DRAIN, TYPICAL

FLUE

PIPE

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

GREASE

INTERCEPTOR

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

C

P P

P

12" RCP

P

P

D D

D

D

D

WV

DY

H

D D

D

S

DY

H

WV

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

CO

CO

CO

CO

MH

CO

CO

MH

NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' CG101

M

M A

Y E

R

B

B

ID

D L E

GENERAL DEMOLITION NOTES

J L

O C

K

O V

E R

A L L G

R A

D

IN

G P

L A

N

TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

CONTRACTOR SHALL PROVIDE BACKFILL AS NECESSARY 5.

PROTECT EXISTING TREES DURING CONSTRUCTION.

CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO 4.

THAN 6 FEET.

SHALL HAVE THE LIMBS PRUNED TO A HEIGHT NO LESS

BUILDING SHALL BE REMOVED. ALL TREES THAT REMAIN

ALL TREES AND SHRUBS WITHIN 20 FEET OF THE 3.

MDL STANDARDS.

WITH ADEQUATE BACKFILL AND SEED ACCORDING TO JB

HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION

CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR 2.

ACTIVITIES.

SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION

CONTRACTOR SHALL REPLACE ANY DAMAGED 1.

CG111

CG112

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C G

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

X X

X -X

X -X

X

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C G

.d g n

-A

P R -2

:1

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=132.41

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

STORM MH

RIM=131.56

INV=XXXXX

EM

BUILDING BUILDING

BUILDING

GV

A

IT

A

IT

PAVEMENT

CONCRETE

PAD

CONCRETE

PAD

R E

F R

IG

F R

E E

Z E

R

F R

E E

Z E

R

MH

MH

CONCRETE

PAD

ALABAMA AVENUE

REFRIG.

FREEZER

FREEZER

STEP

C O

N C

CONC.

SIDEWALK SIDEWALKSIDEWALK

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

P A

V

IV

E W

A Y

CONC.

GRASSGRASS

GRASS GRASS

GRASS

S

ID

E W

A L

K

HTR.

DY

H

S

GM

P A

V E

M E

N T

S

EM

DY

H

AREA

CONCRETE

COVERED

MTL. DOOR

C O

N C

S T E

P

S T E

P

S T E

P

S T E

P

W A

L L

W A

L L

W A

L L

W A

L L

C/O

CONC.

P A

V E

M E

N T

MTL. DOOR

ROOF DRAIN

TYPICAL

ELECTRIC

BOX

ELECTRIC

BOX

BOLLARDS

TYPICAL

PAVEMENT

DOCK

LOADING

CONC.

OPEN

TO BELOW

EL=124.04

W A

L L

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

SANITARY MH

RIM=131.11

INV=127.80

8" TERRA-COTTA

C

SANITARY MH

RIM=132.71

INV=126.64(8")E

INV=126.31(10")W

INV=126.24(10")S

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

24" RCP

24" RCP21" RCP

P

STORM MH

RIM=132.28

INV=128.83(12")1

INV=125.68(12")2

INV=119.82(21")3

INV=119.56(24")4

STORM MH

RIM=132.33

INV=129.38

STORM MH

RIM=132.39

INV=XXXX

21" RCP

P

STORM MH

RIM=133.23

INV=125.96(12")1

INV=120.62(21")2

INV=120.56(21")3

STORM MH???

6" TERRA-COTTA

TE

R R

A

C O

TT

A

R R

A

C O

T T A

6"T.C.

OPEN

TO BELOW

EL=124.75

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61277

R E

F R

IG

GM

C O

N C

CONC.

C O

N C

CONC. CURB

CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

C O

N C

C U

R B

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC.

CONC.

GREASE

INTERCEPTOR

6" TERRA-COTTA

R R

A

C O

T T A

P

STORM MH

RIM=133.12

INV=127.07(6")1

INV=127.77(6")2

INV=126.76(6")3

INV=126.72(6")4

INV=126.71(12")5

P

P

P

12" RCP

P

D

D

D

D D

D

RAMP

R A

M P

DN

UP

DN

UP

CO

CO

MH

N

CG111

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

G R

A D

IN

G P

L A

N

FILL EXISTING WINDOW WELL.6.

SUMP PUMP.

REPLACE STAIRWELL DRAIN, ASSOCIATED PIPING AND 5.

PROVIDE STORM DRAIN LINE.4.

PROVIDE STORM DRAIN MANHOLE.3.

PROVIDE ROOF DRAIN LATERAL.2.

PROVIDE DOWNSPOUT BOOT WITH CLEANOUT.1.

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C G

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

X X

X -X

X -X

X

D E

S C

R

IP

T

IO

N

L O

U

IS

V

IL

L E

K E

N T

U C

K Y

P P ro je c ts \0

\5

\0

C

A D

B

IM

S h e e ts \0

C iv il \5

C G

.d g n

-A

P R -2

:1

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

R

Pl an s-

INV=126.021(6")1

INV=126.18(6")2

INV=126.03(6")3

INV=125.84(12")4

INV=125.79(12")5

P

C

6" TERRA-COTTA

STORM MH

RIM=131.61

INV=124.63(8")1

INV=124.56(10")2

INV=XXXX(6")3

INV=XXX(6")4

6" TERRA-COTTA

T E R

R A

C O T T A

T E R

R A

C O

T T A

T E R

R A

C O

T T A

6" TERRA-COTTA 6" TERRA-COTTA

T E R

R A

C O T T A

R R

A

C O

T T A

STORM MH

RIM=132.95

INV=128.54(6")1

INV=128.50(6")2,3,4

INV=128.40(6")5

INV=128.43(6")6

INV=128.23(12")7

WINDOW WELL,

TYPICAL

WINDOW WELL,

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

GS

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

D D

PAVEMENT

MH

S T E

P

S T E

P

S T E

P

S T E

P

.8

.0

.9

P O

R C

H

ROOF DRAIN

TYPICAL

P O

R C

H

P O

R C

H

P O

R C

H

P O

R C

H

STORM MH???

RIM=133.85

INV=129.85(6")1

INV=129.65(6")2

INV=129.50(10")3

D

6"T.C.

6"T.C.

P

V C

WINDOW

WELL

TYPICAL

CONC. PAD

FOR PICNIC TABLE

GRASS

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

G R

A S

S

EL=133.10

1 2

AREA

CONCRETE

COVERED

BASKETBALL

D

P

C

P P

P

D

WV

DY

H

DY

H

WV

CO

CO

CO

MH

CO

CO

N

CG112

M

M A

Y E

R

B

B

ID

D L E

SHEET KEYNOTES

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

J L

O C

K

G R

A D

IN

G P

L A

N

3 4

FILL EXISTING WINDOW WELL.5.

PROVIDE STORM DRAIN LINE.4.

PROVIDE STORM DRAIN MANHOLE.3.

PROVIDE ROOF DRAIN LATERAL.2.

PROVIDE DOWNSPOUT BOOT WITH CLEANOUT.1.

5 5

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

C G

.d g n

A N

S I

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C H

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U E D

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X X

X X

X X -X

X -X -X

X X

X

SHEET ID

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E N

A M

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B

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D

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F

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2 3 4 5 6 7 8 9 10

S O

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A T

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N N

O

D E

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IG

N E

D B

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®of Engineers

US Army Corps

C A

T E

G O

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O D

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X X

X -X

X -X

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IR

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P R

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C T N

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L E D

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T R

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D

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M A

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G J

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N T T

R A

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IN

G B

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R A

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B U

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D

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PHASE 1 SUBMITTAL

A P

R

IL

W

2Q R

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Pl an s-

B005

B003 B002

B001

B004

UP

UP

U .S

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X X

X X

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X -X -X

X X

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SHEET ID

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2 3 4 5 6 7 8 9 10

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US Army Corps

C A

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X X

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X -X

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N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

LEGEND

HARDWARE. (TYPICAL ALL EXISTING DOORS)

REMOVE EXISTING DOOR AND FRAME INCLUDING ALL

INDICATES ITEMS TO DEMOLISH

INDICATES ITEMS TO REMAIN

GENERAL NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.

BASEMENT WINDOWS.

REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

BUILDING.

DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

MATERIALS SHALL BE HANDLED AND REMOVED IN

RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS

HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO

DEMOLITION AND NEW WORK.

REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.

CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF

REPAIR TO THE ORIGINAL STATE.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION

TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE

VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR

CONSTRUCTION PLANS.

COORDINATE EXTENT OF WALL DEMOLITION WITH NEW

NEW WORK.

NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED

WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS

AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

DEMOLITION TAG NOTES

EXISTING FIREPLACE TO REMAIN.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

DOOR. REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR

EXISTING INTERIOR STAIR SHALL REMAIN.

CANOPY. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND

RAILINGS. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND

PREPARE OPENING FOR NEW CRAWLSPACE DOOR.

DRAWINGS.

EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL

DRAWINGS.

EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL

EXISTING ARMS VAULT SHALL REMAIN.

LOUVER.

PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

SCALE: 1/16" = 1'-0"

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

265'-8"57'-8"

323'-4"

35'-6"22'-2"

AD200

AD200

AD100

AD200

AD100

T R

A N

S

IE

N T B

A R

R A

C K

S

STORAGE

CRAWLSPACE

MECHANICAL

CRAWLSPACE

1 1

1 1

R P

R O

C T

O R

R P

R O

C T

O R

R S

O U

T H

ARMS VAULT

N

B A

S E

M E

N T D

E M

O L

IT

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N P

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BASEMENT DEMOLITION PLAN

W

2Q R

R

Pl an s-

UP

UP

A R

M Y C

O R

P S O

F E

N G

IN

E E

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A D

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A N

S I

D

C H

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K E

D B

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D R

A W

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IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

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E

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B M

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T E

D B

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D A

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C O

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R A

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®of Engineers

US Army Corps

C A

T E

G O

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O D

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X X

X -X

X -X

X

D E

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N

L O

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L E

K E

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A D

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S h e e ts \0

A rc h \5

A D

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P R -2

:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

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C T N

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P

W

Q R -1

-D -0

L O

U

IS

V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

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IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

LEGEND

HARDWARE. (TYPICAL ALL EXISTING DOORS)

REMOVE EXISTING DOOR AND FRAME INCLUDING ALL

INDICATES ITEMS TO DEMOLISH

INDICATES ITEMS TO REMAIN

GENERAL NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.

BASEMENT WINDOWS.

REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

BUILDING.

DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

MATERIALS SHALL BE HANDLED AND REMOVED IN

RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS

HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO

DEMOLITION AND NEW WORK.

REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.

CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF

REPAIR TO THE ORIGINAL STATE.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION

TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE

VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR

CONSTRUCTION PLANS.

COORDINATE EXTENT OF WALL DEMOLITION WITH NEW

NEW WORK.

NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED

WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS

AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

DEMOLITION TAG NOTES

EXISTING FIREPLACE TO REMAIN.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

DOOR. REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR

EXISTING INTERIOR STAIR SHALL REMAIN.

CANOPY. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND

RAILINGS. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND

PREPARE OPENING FOR NEW CRAWLSPACE DOOR.

DRAWINGS.

EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL

DRAWINGS.

EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL

EXISTING ARMS VAULT SHALL REMAIN.

LOUVER.

PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

SCALE: 1/16" = 1'-0"

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

265'-8"57'-8"

323'-4"

35'-6"22'-2"

AD200

AD200

AD110

AD110

T R

A N

S

IE

N T B

A R

R A

C K

S

9 6 9

3 3

R P

R O

C T

O R

R P

R O

C T

O R

R S

O U

T H

N

F

IR

S T F

L O

O R D

E M

O L

IT

IO

N P

L

FIRST FLOOR DEMOLITION PLAN

2Q R

R

Pl an s-

UP

UP

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A D

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

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US Army Corps

C A

T E

G O

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O D

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X X

X -X

X -X

X

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N

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A D

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:4

M A

S O

N H

A N

G E

R

J O

IN

T B

A S

E M

C G

U

IR

E -D

IX

-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

W

Q R -1

-D -0

L O

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V

IL

L E D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G J

R P

L A

C E

T R

A N

S

IE

N T T

R A

IN

IN

G B

A R

R A

C K

S

B U

IL

D

IN

G

PHASE 1 SUBMITTAL

A P

R

IL

LEGEND

HARDWARE. (TYPICAL ALL EXISTING DOORS)

REMOVE EXISTING DOOR AND FRAME INCLUDING ALL

INDICATES ITEMS TO DEMOLISH

INDICATES ITEMS TO REMAIN

GENERAL NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.

BASEMENT WINDOWS.

REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

BUILDING.

DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

MATERIALS SHALL BE HANDLED AND REMOVED IN

RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS

HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO

DEMOLITION AND NEW WORK.

REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.

CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF

REPAIR TO THE ORIGINAL STATE.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION

TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE

VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR

CONSTRUCTION PLANS.

COORDINATE EXTENT OF WALL DEMOLITION WITH NEW

NEW WORK.

NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED

WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS

AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

DEMOLITION TAG NOTES

EXISTING FIREPLACE TO REMAIN.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

DOOR. REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR

EXISTING INTERIOR STAIR SHALL REMAIN.

CANOPY. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND

RAILINGS. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND

PREPARE OPENING FOR NEW CRAWLSPACE DOOR.

DRAWINGS.

EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL

DRAWINGS.

EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL

EXISTING ARMS VAULT SHALL REMAIN.

LOUVER.

PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

SCALE: 1/16" = 1'-0"

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

265'-8"

AD200

AD120

AD200

AD120

T R

A N

S

IE

N T B

A R

R A

C K

S

TYP.

TYP.

TYP. 8 8

R P

R O

C T

O R

R P

R O

C T

O R

R S

O U

T H

N

S E

C O

N D F

L O

O R D

E M

O L

IT

IO

N P

L

SECOND FLOOR DEMOLITION PLAN

2Q R

R

Pl an s-

C3

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A D

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

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X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

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E N

A M

E

B

C

D

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F

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2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

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E

S U

B M

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T E

D B

Y

D A

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C O

N T

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®of Engineers

US Army Corps

C A

T E

G O

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O D

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X X

X -X

X -X

X

D E

S C

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IP

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N

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L E

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C P ro je c ts \0

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S h e e ts \0

A rc h \5

A D

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T B

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C G

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E -D

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U R

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P R

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C T N

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P

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L O

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V

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L E D

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T R

IC

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D

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M A

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IN

L

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G J

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A N

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N T T

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G B

A R

R A

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B U

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D

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G

PHASE 1 SUBMITTAL

A P

R

IL

LEGEND

HARDWARE. (TYPICAL ALL EXISTING DOORS)

REMOVE EXISTING DOOR AND FRAME INCLUDING ALL

INDICATES ITEMS TO DEMOLISH

INDICATES ITEMS TO REMAIN

GENERAL NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.

BASEMENT WINDOWS.

REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

BUILDING.

DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

MATERIALS SHALL BE HANDLED AND REMOVED IN

RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS

HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO

DEMOLITION AND NEW WORK.

REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.

CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF

REPAIR TO THE ORIGINAL STATE.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION

TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE

VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR

CONSTRUCTION PLANS.

COORDINATE EXTENT OF WALL DEMOLITION WITH NEW

NEW WORK.

NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED

WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS

AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

DEMOLITION TAG NOTES

EXISTING FIREPLACE TO REMAIN.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

DOOR. REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR

EXISTING INTERIOR STAIR SHALL REMAIN.

CANOPY. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND

RAILINGS. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND

PREPARE OPENING FOR NEW CRAWLSPACE DOOR.

DRAWINGS.

EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL

DRAWINGS.

EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL

EXISTING ARMS VAULT SHALL REMAIN.

LOUVER.

PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

SCALE: 1/16" = 1'-0"

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

265'-8"

AD200

AD130

AD200

AD130

T R

A N

S

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N T B

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TYP.

TYP. 8 8

R P

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US Army Corps

C A

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G O

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PHASE 1 SUBMITTAL

A P

R

IL

GENERAL NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

LEGEND

INDICATES ITEMS TO DEMOLISH

INDICATES ITEMS TO REMAIN

REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.

BASEMENT WINDOWS.

REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

BUILDING.

DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

MATERIALS SHALL BE HANDLED AND REMOVED IN

RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS

HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO

DEMOLITION AND NEW WORK.

REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.

CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF

REPAIR TO THE ORIGINAL STATE.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION

TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE

VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR

CONSTRUCTION PLANS.

COORDINATE EXTENT OF WALL DEMOLITION WITH NEW

NEW WORK.

NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED

WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS

AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

DEMOLITION TAG NOTES

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

DOOR. REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR

EXISTING INTERIOR STAIR SHALL REMAIN.

NOT USED

RAILINGS. REFER TO CIVIL DRAWINGS.

REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND

PREPARE OPENING FOR NEW CRAWLSPACE DOOR.

DRAWINGS.

EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL

DRAWINGS.

EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL

EXISTING ARMS VAULT SHALL REMAIN.

LOUVER.

PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

SCALE: 1/16" = 1'-0"

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

SCALE: 1/16" = 1'-0"

SCALE: 1/16" = 1'-0"

SCALE: 1/16" = 1'-0"

BUILDING ELEVATION - DEMOLITION

BUILDING ELEVATION - DEMOLITION BUILDING ELEVATION - DEMOLITION

BUILDING ELEVATION - DEMOLITION

/1

AD200

AD200 AD200

A N

S

IE

N T B

A R

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4 4

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5 5

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10 TYP.

10TYP.

3 3

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PHASE 1 SUBMITTAL

A P

R

IL

GENERAL NOTES

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

UNIT STORAGE AND THE ARMS VAULT.

REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE

BASEMENT WINDOWS.

REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

LIVING/SLEEPING ROOM MODULES.

REFER TO SHEET A-111 FOR ENLARGED FLOOR PLANS OF

FOR INDIVIDUAL ROOMS.

REQUIREMENTS, FOR FINISHES AND OTHER DESIGN CRITERIA

STATEMENT OF WORK, ATTACHMENT A - ROOM

REFER TO SPECIFICATION SECTION 01 02 00.00 48 -

5.

4.

3.

2.

1.

FLOOR PLAN TAG NOTES

EXISTING FIREPLACE TO REMAIN.

NEW HANDICAP RAMP.

NEW ELEVATOR FOUNDATION.

NEW HOLLOW METAL CRAWLSPACE DOOR.

RAIN-PROOF CRAWLSPACE LOUVER.

INFILL WINDOW OPENING TO MATCH ADJACENT WALL.

KNOX BOX.

(MATCH EXISTING).

NEW EIFS WALL FINISH AT MODIFIED EXTERIOR WALL

NEW EGRESS DOOR.

NEW WINDOW INSTALLED AT NEW OPENING IN EXTERIOR WALL.

AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR.

PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE

NEW SHINGLE ROOFING.

ROOM REQUIREMENTS.

PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON THE

NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

DRAWINGS.

NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL

REFER TO CIVIL DRAWINGS.

EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO REMAIN.

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

SCALE: 1/16" = 1'-0"

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

265'-8"57'-8"

323'-4"

A-200

A-200

AD100

A-200

A-100

CRAWLSPACE

CRAWLSPACE

T R

A N

S

IE

N T B

A R

R A

C K

S

35'-6"

22'-2"

12 12 12

12121212

N

BASEMENT PLAN

B A

S E

M E

N T P

L A

N

R P

R O

C T

O R

R P

R O

C T

O R

A

M c C

O Y

W

2Q R

R

Pl an s-

UP

UP

DINING HALL

KITCHEN

OFFICE

TOILET

STOR

STOR

ELEVATOR

STORAGE

CORRIDOR

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

106 108

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

101A

BATHROOM

102A

BATHROOM

104A

BATHROOM

108A

BATHROOM

109A

BATHROOM

110A

BATHROOM

111A

BATHROOM

MECHANICAL

ELEC

114A

BATHROOM

113A

BATHROOM

112A

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

115A

BATHROOM

SLEEPING ROOM

116A

BATHROOM

LAUNDRY

SLEEPING ROOM

120A

BATHROOM

SLEEPING ROOM

121A

BATHROOM

SLEEPING ROOM

122A

BATHROOM

DAY ROOM

LOUNGE 103

OFFICE

126127

OFFICESTORAGE

U .S

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PHASE 1 SUBMITTAL

A P

R

IL

GENERAL NOTES

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

UNIT STORAGE AND THE ARMS VAULT.

REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE

BASEMENT WINDOWS.

REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

LIVING/SLEEPING ROOM MODULES.

REFER TO SHEET A-111 FOR ENLARGED FLOOR PLANS OF

FOR INDIVIDUAL ROOMS.

REQUIREMENTS, FOR FINISHES AND OTHER DESIGN CRITERIA

STATEMENT OF WORK, ATTACHMENT A - ROOM

REFER TO SPECIFICATION SECTION 01 02 00.00 48 -

5.

4.

3.

2.

1.

FLOOR PLAN TAG NOTES

EXISTING FIREPLACE TO REMAIN.

NEW HANDICAP RAMP.

NEW ELEVATOR FOUNDATION.

NEW HOLLOW METAL CRAWLSPACE DOOR.

RAIN-PROOF CRAWLSPACE LOUVER.

INFILL WINDOW OPENING TO MATCH ADJACENT WALL.

KNOX BOX.

(MATCH EXISTING).

NEW EIFS WALL FINISH AT MODIFIED EXTERIOR WALL

NEW EGRESS DOOR.

NEW WINDOW INSTALLED AT NEW OPENING IN EXTERIOR WALL.

AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR.

PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE

NEW SHINGLE ROOFING.

ROOM REQUIREMENTS.

PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON THE

NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

DRAWINGS.

NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL

REFER TO CIVIL DRAWINGS.

EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO REMAIN.

NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.

SCALE: 1/16" = 1'-0"

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

35'-6"22'-2"

265'-8"57'-8"

323'-4"

A-200

A-200

A-110

A-110

T R

A N

S

IE

N T B

A R

R A

C K

S

1 11

1 1

4 4

77 9

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PHASE 1 SUBMITTAL

A P

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SCALE: 1/4" = 1'-0"

A-120

A-111

C A

S E

W O

R K E

L E

V A

T

IO

N S

"=1'-0"2

1GRAPHIC SCALE:

6'4'2'01'2'

4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

TAG

BE1

DE1

TL1

CH1

MS1

FURNITURE

T R

A N

S

IE

N T B

A R

R A

C K

S

SCALE: 1/2" = 1'-0"A-111

ELEVATION

E N

L A

R G

E D F

L O

O R P

L A

N S A

N D

GENERAL NOTES

2.

1.

FURNISHED AND CONTRACTOR INSTALLED.

REFRIGERATORS AND MICROWAVES ARE CONTRACTOR

INFORMATION ONLY.

FURNITURE IS NOT IN CONTRACT AND PROVIDED FOR

R1

W1

WC1

FURNITURE TAG: W1

RUBBERMAID

WASTE RECEPTACLE

FURNITURE TAG: R1

RUBBERMAID

RECYCLING CONTAINER

FURNITURE TAG: MS1

36''w x 80''l x 8''d

FPI/UNICOR

NIGHTINGALE MATTRESS

FURNITURE TAG: CH1

24''w x 26'' - 28''d x 42-50''h

FPI/UNICOR

LILY TASK CHAIR W/ MESH BK. & ADJ ARMS

FURNITURE TAG: TL1

ESI

ADJUSTABLE DESK TASK LIGHT

FURNITURE TAG: DE1

48”w x 24”d x 30”h

BLOCKHOUSE CO., INC.

SPARTAN 48" WIDE DESK

WARDROBE CABINET

FURNITURE TAG: BE1

38¾”W x 85”D x 36”H

BLOCKHOUSE CO., INC.

SPARTAN ADJUSTABLE LOW LOFT BED

R P

R O

C T

O R

R P

R O

C T

O R

A

M c C

O Y

ENLARGED FLOOR PLAN

CH1

A-111

CORRIDOR

BE1

MS1

A-111

A-111

A-111

CHASE

MECHANICAL

CHASE

MECHANICAL

CHASE

MECHANICAL

CHASE

MECHANICAL

BE1

MS1

BE1

MS1 MS1

BE1

BE1

MS1

MS1

BE1

MS1

BE1

MS1

BE1

WC1

WC1

WC1

WC1 WC1WC1

WC1 WC1

DE1

DE1 DE1DE1

DE1DE1

DE1

DE1

TL1

TL1

TL1

TL1 TL1 TL1

TL1TL1

W1

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GENERAL NOTES

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

UNIT STORAGE AND THE ARMS VAULT.

REPLACE ALL INTERIOR DOORS…