W912QR21R0054_Plans-0002.pdf

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®of Engineers

US Army Corps

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PHASE 2 SUBMITTAL

W

Q R

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A U

G U

S T of Engineers

US Army Corps

Louisville District

G-001

C O

V E

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H E

E T

FOR OFFICIAL USE ONLY

JOINT BASE MCGUIRE-DIX-LAKEHURST, NJ

P2#: 473916

TRANSIENT TRAINING BARRACKS BUILDING 5503

R P

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DRAWING INDEX

M

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PROJECT NO.: 93216, FY 2021

CONTRACT NO.:

SOLICITATION NO.: W912QR21R0054

ISSUE DATE: AUGUST 06, 2021

CORRECTED FINAL SUBMITTAL

BUILDING ELEVATIONSA-200

ROOF PLANA-140

THIRD FLOOR PLANA-130

SECOND FLOOR PLANA-120

FIRST FLOOR PLANA-110

BASEMENT PLANA-100

EXISTING BUILDING ELEVATIONAD200

THIRD FLOOR DEMOLITION PLANAD130

SECOND FLOOR DEMOLITION PLANAD120

FIRST FLOOR DEMOLITION PLANAD110

BASEMENT DEMOLITION PLANAD100

THIRD FLOOR HAZARDOUS MATERIAL PLANH-130

SECOND FLOOR HAZARDOUS MATERIAL PLANH-120

FIRST FLOOR HAZARDOUS MATERIAL PLANH-110

BASEMENT HAZARDOUS MATERIAL PLANH-100

SITE ELECTRICAL PLANES100

GRADING PLANCG112

GRADING PLANCG111

OVERALL GRADING PLANCG101

SITE PLANCS112

SITE PLANCS111

OVERALL SITE PLANCS101

DEMOLITION PLANCD112

DEMOLITION PLANCD111

DEMOLITION PLANCD101

SITE SURVEYV-112

SITE SURVEYV-111

OVERALL SITE SURVEYV-101

LOCATION AND VICINITY MAPG-201

COVER SHEET / DRAWING INDEXG-001

/2

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6" TERRA-COTTA

T E

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A

C O

T T A

R R

A

C O

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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 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

T E R

R A

C O

T T A

6" TERRA-COTTA

R R

A

C O

T T A

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

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

ACCESS WELL,

CRAWLSPACE

TYPICAL

ACCESS WELL,

CRAWLSPACE

TYPICAL

WV

WV

WV DY

H

EM

BUILDING BUILDING

BUILDING

GV

PAVEMENT

B U

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D

IN

G

B U

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D

IN

G

B U

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D

IN

G

B U

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A

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IT

A

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A

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S

ID

E W

A L

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S

ID

E W

A L

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S

ID

E W

A L

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S

ID

E W

A L

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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

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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

WASH AREA/

DRAIN

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

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H P

O R

C H

P O

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H P

O R

C H

P O

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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

4D

6"T.C.

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

LOUVER

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

1 2

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

D

CONC. BELOW

EL=126.48

CONC. BELOW

EL=125.72

CONC. BELOW

EL=126.90

DRAIN, TYPICAL

ROOF DRAIN, TYPICAL

CONC.

CONC. CONC.

5503 5502

WINDOW

WELL

WINDOW

WELL

P A

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S

ID

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HYDRANT 5502

6" TERRA-COTTA

TE

R R

A

C O

TT

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

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

R R

A

C O

T T A

S

ID

E W

A L

K

S

ID

E W

A L

K

R R

A

C O

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NGRAPHIC SCALE: 1"=40'-0"

120'80'40'020'40' CD101

M

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GENERAL DEMOLITION NOTES

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LEGEND

BITUMINOUS PAVEMENT REMOVAL

SIDEWALK REMOVAL

INFORMATION.

REFER TO THE CS SERIES FOR PROPOSED SITE LAYOUT 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.

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PHASE 2 SUBMITTAL

W

Q R

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A U

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W

2Q R

R

-0

R R

A

C O

T T A

R R

A

C O

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P

STORM MH

RIM=131.56

INV=XXXXX

EM

BUILDING BUILDING

BUILDING

GV

A

IT

A

IT

A

IT

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

MH

MH

CONCRETE

PAD

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.

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

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

CONC.

WASH AREA/

DRAIN

MTL. DOOR

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

C

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

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???

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

6"T.C.

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61277

R E

F R

IG

GMGM

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.

5503 5502

WINDOW

WELL

WINDOW

WELL

P A

V E

M E

N T

B

IT

U M

IN

O U

S

S

ID

E W

A L

K

HYDRANT 5502

6" TERRA-COTTA

TE

R R

A

C O

TT

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

S

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

R R

A

C O

T T 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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LEGEND

BITUMINOUS PAVEMENT REMOVAL

SIDEWALK REMOVAL4

REMOVE EXISTING RAILING.6.

REMOVE EXISTING BITUMINOUS PAVEMENT.OPTION:5.

DRAIN LATERAL IN PLACE.

PROVIDE FLOWABLE FILL AND ABANDON EXISTING ROOF 4.

MANHOLES WHERE PIPES ARE REMOVED.

REMOVE ROOF DRAIN LATERAL. SEAL OPENINGS IN THE 3.

REMOVE EXISTING STAIRS AND RAILING.2.

CUT AT NEAREST JOINT TO REMAIN.

EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.

A U

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2 3 4 5 6 7 8 9 10

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US Army Corps

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A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

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 2 SUBMITTAL

W

Q R

R

A U

G U

S T

W

2Q R

R

-0

P

C

.C

6" TERRA-COTTA 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

T E R

R A

C O

T T A

6" TERRA-COTTA

R R

A

C O

T T A

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

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

ACCESS WELL,

CRAWLSPACE

TYPICAL

ACCESS WELL,

CRAWLSPACE

TYPICAL

PAVEMENT

B U

IL

D

IN

G

B U

IL

D

IN

G

B U

IL

D

IN

G

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

S T E

P

.2

.8

.0

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

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

4D

6"T.C.

6"T.C.

P

V C

LOUVER

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

G R

A S

S

GRATE

EL=133.10

INV=XXXX

1 2

AREA

CONCRETE

COVERED

BASKETBALL

D

P

C

P P

P

D

DY

H

WV

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

R R

A

C O

T T A

S

ID

E W

A L

K

S

ID

E W

A L

K

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

LEGEND

BITUMINOUS PAVEMENT REMOVAL

SIDEWALK REMOVAL

MANHOLES WHERE PIPES ARE REMOVED.

REMOVE ROOF DRAIN LATERAL. SEAL OPENINGS IN THE 3.

REMOVE EXISTING STAIRS AND RAILING.2.

CUT AT NEAREST JOINT TO REMAIN.

EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAW 1.

A U

G

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

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

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

U G -2

:0

R

IC

H A

R D B

O S

T O

N

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

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 2 SUBMITTAL

W

Q R

R

A U

G U

S T

W

2Q R

R

-0

R R

A

C O

T T A

R R

A

C O

T T

A

P

STORM MH

RIM=131.56

INV=XXXXX

EM

BUILDING BUILDING

BUILDING

GV

A

IT

A

IT

A

IT

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

MH

MH

CONCRETE

PAD

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.

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

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

SERVICE

GAS

MTL. DOOR

WASH AREA/

DRAIN

CONC.

WASH AREA/

DRAIN

MTL. DOOR

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

C

STORM MH

RIM=131.51

INV=124.04(12")S

INV=118.51(24")E

INV=118.84(24")W

10" PVC

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???

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

6"T.C.

OPEN

TO BELOW

EL=124.75

OPEN TO BELOW

EL=125.20

COVERED AREA

FOR PICNIC TABLE

2 3

UP#JC61276

UP#JC61275

UP#JC61274

UP#JC61277

R E

F R

IG

GMGM

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.

5503 5502

WINDOW

WELL

WINDOW

WELL

P A

V E

M E

N T

B

IT

U M

IN

O U

S

S

ID

E W

A L

K

HYDRANT 5502

6" TERRA-COTTA

TE

R R

A

C O

TT

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

S

RAMP

R A

M P

DN

UP

DN

UP

DN

UP

CO

MH

CO

MH

CO

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

LEGEND

CLEANOUT

STORM MANHOLE

STORM LINE

MH

CO

CONNECT TO EXISTING MANHOLE.8.

PAVEMENT WHERE REMOVED FOR TRENCH.

PROVIDE STORM DRAIN LINE. REPLACE EXISTING 7.

WINDOW WELL.

APPLY WATERPROOFING TO WALLS AND FILL EXISTING 6.

REMOVAL.

SUMP PUMP. CLEAN AND INSPECT THIS LINE PRIOR TO

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.

8 8

A

U G

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

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

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

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T E

D B

Y

D A

T E

C O

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R A

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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

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V

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L E

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P P ro je c ts \0

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A D

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S h e e ts \0

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C G

.d g n

-A

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:0

R

IC

H A

R D B

O S

T O

N

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

O

P

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 2 SUBMITTAL

W

Q R

R

A U

G U

S T

W

2Q R

R

-0

B005

B003

B002

B001

B004

UP

UP

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

H -1

.d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

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IS

S

U E D

A T

E

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

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S

IZ

E

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B M

IT

T E

D B

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D A

T E

C O

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®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

X X

X -X

X -X

X

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H R

F P L

E T

T E

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M M

M Y

Y Y

Y

D E

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P P ro je c ts \0

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H -1

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:2

R

IC

H A

R D B

O S

T O

N

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

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 2 SUBMITTAL

W

Q R

R

A U

G U

S T

GENERAL NOTES

4.2 FOR LOCATIONS.

ATTACHMENT B - HAZARDOUS MATERIAL REPORT SECTION

LEAD BASED PAINT THROUGHOUT FACILITY, REFER TO

EACH MATERIAL .

HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF

TO REVIEW SPECIFICATIONS AND ATTACHMENT B -

LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR

THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR

COE REPRESENTATIVE.

CONTRACTOR TO BRING IT TO THE ATTENTION OF

IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,

WITH REMOVAL.

AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

4.

3.

2.

1.

TAG NOTES

HAZARDOUS MATERIAL

LEAD BASED PAINT.

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

48'32'16'08'16'

"=1'-0"16

1GRAPHIC SCALE:

AD100

H-100

T R

A N

S

IE

N T B

A R

R A

C K

S

STORAGE

CRAWLSPACE

MECHANICAL

CRAWLSPACE

C O

M P

O S

IT

E B

A S

E M

E N

T

R P

R O

C T

O R

R P

R O

C T

O R

ARMS VAULT

H A

Z A

R D

O U

S M

A T

E R

IA

L P

L A

N

N

M

B A

R N

E T

T

TYP.

TYP.

TYP.

TYP.

TYP.

BASEMENT HAZADOUS MATERIAL PLAN

/2

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

W

2Q R

R

-0

UP

UP

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

H -1

.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

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

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H R

F P L

E T

T E

R

R

M M

M Y

Y Y

Y

D E

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IP

T

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N

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U

IS

V

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L E

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P P ro je c ts \0

\5

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C

A D

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S h e e ts \0

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H -1

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:2

R

IC

H A

R D B

O S

T O

N

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

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 2 SUBMITTAL

W

Q R

R

A U

G U

S T

GENERAL NOTES

TAG NOTES

HAZARDOUS MATERIAL

EXTERIOR DOOR CAULK

EXTERIOR WINDOW CAULK

VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ BOTTOM LAYER OF

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GRAY (MIDDLE LAYER)

FLOOR TILE.

MASTIC ASSOCIATED W/ TAN 12" X 12" VINYL

FLOOR TILE.

MASTIC ASSOCIATED W/ DARK GRAY 12" X 12" VINYL

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

4.2 FOR LOCATIONS.

ATTACHMENT B - HAZARDOUS MATERIAL REPORT SECTION

LEAD BASED PAINT THROUGHOUT FACILITY, REFER TO

EACH MATERIAL .

HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF

TO REVIEW SPECIFICATIONS AND ATTACHMENT B -

LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR

THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR

COE REPRESENTATIVE.

CONTRACTOR TO BRING IT TO THE ATTENTION OF

IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,

WITH REMOVAL.

AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

4.

3.

2.

1.

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

48'32'16'08'16'

AD110

H-110

T R

A N

S

IE

N T B

A R

R A

C K

S

R P

R O

C T

O R

R P

R O

C T

O R

N

FIRST FLOOR HAZARDOUS MATERIAL PLAN

F

IR

S T F

L O

O R H

A Z

A R

D O

U S M

A T

E R

IA

L P

L

M

B A

R N

E T

T

5 6 5 6

3 3

/2

R E

V

IS

E D I

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PHASE 2 SUBMITTAL

W

Q R

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A U

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S T

GENERAL NOTES

TAG NOTES

HAZARDOUS MATERIAL

EXTERIOR DOOR CAULK

EXTERIOR WINDOW CAULK

VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ BOTTOM LAYER OF

12" X 12" VINYL FLOOR TILE.

MASTIC ASSOCIATED W/ GRAY (MIDDLE LAYER)

FLOOR TILE.

MASTIC ASSOCIATED W/ TAN 12" X 12" VINYL

FLOOR TILE.

MASTIC ASSOCIATED W/ DARK GRAY 12" X 12" VINYL

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

4.2 FOR LOCATIONS.

ATTACHMENT B - HAZARDOUS MATERIAL REPORT SECTION

LEAD BASED PAINT THROUGHOUT FACILITY, REFER TO

EACH MATERIAL .

HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF

TO REVIEW SPECIFICATIONS AND ATTACHMENT B -

LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR

THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR

COE REPRESENTATIVE.

CONTRACTOR TO BRING IT TO THE ATTENTION OF

IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,

WITH REMOVAL.

AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

4.

3.

2.

1.

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

48'32'16'08'16'

H-120

H-120

T R

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PHASE 2 SUBMITTAL

W

Q R

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A U

G U

S T

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

REMOVE EXISTING WIRE MESH CAGE PANELS.

PREPARE OPENING TO RECEIVE NEW CRAWLSPACE DOOR.

GUARDRAILS TO BE REMOVED AND REPLACED.

INTERIOR STAIRWELLS TO REMAIN. HANDRAILS AND

REMOVE EXISTING MECHANICAL HOOD. PATCH CEILING.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

TO REMAIN.

EXTERIOR CONCRETE PLATFORM AND STAIR

DRAWINGS AND SPECIFICATIONS.

SHALL BE REMOVED AND REPLACED. REFER TO CIVIL

EXISTING EXTERIOR STAIRS, HANDRAILS AND GUARDRAILS

REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW DOOR.

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

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STORAGE

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PHASE 2 SUBMITTAL

W

Q R

R

A U

G U

S T

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

REMOVE EXISTING WIRE MESH CAGE PANELS.

PREPARE OPENING TO RECEIVE NEW CRAWLSPACE DOOR.

GUARDRAILS TO BE REMOVED AND REPLACED.

INTERIOR STAIRWELLS TO REMAIN. HANDRAILS AND

REMOVE EXISTING MECHANICAL HOOD. PATCH CEILING.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

TO REMAIN.

EXTERIOR CONCRETE PLATFORM AND STAIR

DRAWINGS AND SPECIFICATIONS.

SHALL BE REMOVED AND REPLACED. REFER TO CIVIL

EXISTING EXTERIOR STAIRS, HANDRAILS AND GUARDRAILS

REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW DOOR.

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

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3 3

R P

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PHASE 2 SUBMITTAL

W

Q R

R

A U

G U

S T

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

REMOVE EXISTING WIRE MESH CAGE PANELS.

PREPARE OPENING TO RECEIVE NEW CRAWLSPACE DOOR.

GUARDRAILS TO BE REMOVED AND REPLACED.

INTERIOR STAIRWELLS TO REMAIN. HANDRAILS AND

REMOVE EXISTING MECHANICAL HOOD. PATCH CEILING.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

TO REMAIN.

EXTERIOR CONCRETE PLATFORM AND STAIR

DRAWINGS AND SPECIFICATIONS.

SHALL BE REMOVED AND REPLACED. REFER TO CIVIL

EXISTING EXTERIOR STAIRS, HANDRAILS AND GUARDRAILS

REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW DOOR.

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

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S

TYP.

TYP.

TYP. 8 8

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PHASE 2 SUBMITTAL

W

Q R

R

A U

G U

S T

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

REMOVE EXISTING WIRE MESH CAGE PANELS.

PREPARE OPENING TO RECEIVE NEW CRAWLSPACE DOOR.

GUARDRAILS TO BE REMOVED AND REPLACED.

INTERIOR STAIRWELLS TO REMAIN. HANDRAILS AND

REMOVE EXISTING MECHANICAL HOOD. PATCH CEILING.

FOR CONSTRUCTION OF NEW ELEVATOR.

SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

TO REMAIN.

EXTERIOR CONCRETE PLATFORM AND STAIR

DRAWINGS AND SPECIFICATIONS.

SHALL BE REMOVED AND REPLACED. REFER TO CIVIL

EXISTING EXTERIOR STAIRS, HANDRAILS AND GUARDRAILS

REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW DOOR.

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

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

N

THIRD FLOOR DEMOLITION PLAN

T H

IR

D F

L O

O R D

E M

O L

IT

IO

N P

L

B A

R N

E T

T

R

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N A

C C

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D A

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IT

H A

M E

N D

M E

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A R

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F E

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IN

E E

R S

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A N

S I

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C H

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K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

E

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

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N

L O

U

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V

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N T

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P P ro je c ts \0

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N

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T B

A S

E M

C G

U

IR

E -D

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-L

A K

E H

U R

S T

N J

P R

O J E

C T N

O

P

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 2 SUBMITTAL

W

Q R

R

A U

G U

S T

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

TAG NOTES

ELEVATION DEMOLITION

REMOVE AND REPLACE ATTIC ENTRY DOOR.

DEVICES AND PREPARE FOR NEW ROOFING.

REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP

COATING OF CONCRETE SURFACE.

STRUCTURAL SECTION IN SPECIFICATION 01 02 00 FOR

AND REPLACE STEEL GUARDRAIL AND HANDRAIL. REFER TO

EXTERIOR CONCRETE PLATFORM TO REMAIN. REMOVE

REFER TO NEW WORK PLANS.

CUT OPENING AT EXTERIOR WALL FOR NEW DOOR.

PREPARE OPENING TO RECEIVE NEW CRAWLSPACE DOOR.

DRAWINGS AND SPECIFICATIONS.

SHALL BE REMOVED AND REPLACED. REFER TO CIVIL

EXISTING EXTERIOR STAIR, HANDRAIL AND GUARDRAILS

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

AD200 AD200

A N

S

IE

N T B

A R

R A

C K

S

TYP.

2 2

TYP.

2 5

3 3

TYP.

TYP.

TYP.

TYP.

TYP.

E X

IS

T

IN

G B

U

IL

D

IN

G E

L E

V A

T

IO

N S

R P

R O

C T

O R

R P

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11 1 1

M

B A

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T

R

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N A

C C

O R

D A

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IT

H A

M E

N D

M E

N T

/2

W

2Q R

R

-0

UP

UP

MAIN ELECTRICAL

MECHANICAL

STAIR

ARMS VAULT

COMM

CORRIDOR

CORRIDOR

U .S

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2 3 4 5 6 7 8 9 10

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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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N

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C G

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IR

E -D

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A K

E H

U R

S T

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P R

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C T N

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P

L O

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L

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G J

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L A

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IN

G B

A R

R A

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S

B U

IL

D

IN

G

PHASE 2 SUBMITTAL

W

Q R

R

A U

G U

S T

GENERAL NOTES

4.

3.

2.

1.

FLOOR PLAN TAG NOTES

PER AR 190-11. REFER TO STRUCTURAL PORTION OF RFP.

EXISTING WALLS, FLOOR, AND CEILING SHALL BE REINFORCED

CONCRETE SURFACE.

01 02 00 FOR CONCRETE REPAIRS AND COATING OF

HANDRAIL. REFER TO STRUCTURAL SECTION IN SPECIFICATION

REMAIN. REMOVE AND REPLACE STEEL GUARDRAIL AND

EXTERIOR CONCRETE STAIRS AND CONCRETE PLATFORM TO

NEW CRAWLSPACE DOOR LOCATED IN EXISTING OPENING.

PROVIDE NEW INSULATED H.M. DOOR.

TO MEET AR-190-11 REQUIREMENTS.

PREMANUFACTURED VAULT WALLS AND CLASS V DOOR

NOT USED

NEW ELEVATOR FOUNDATION.

RAIN-PROOF CRAWLSPACE LOUVER.

KNOX BOX.

AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR

PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE

NEW SHINGLE ROOFING.

AND GUARDRAILS.

THE ROOM REQUIREMENTS. PROVIDE NEW HANDRAILS

PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON

NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

DRAWINGS.

NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL

REMOVED AND REPLACED. REFER TO CIVIL DRAWINGS.

EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO BE

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

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

REPLACE ALL INTERIOR DOORS EXCEPT.

BASEMENT WINDOWS.

REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

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 -

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"

N

R P

R O

C T

O R

R P

R O

C T

O R

BASEMENT PLAN

B A

S E

M E

N T P

L A

N

M

B A

R N

E T

T

/2

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

W

2Q R

R

-0

UP

UP

MEN'S TLT

A/V

JAN

ELEVATOR

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

WOMEN'S TLT

CORRIDOR

STORAGE

OFFICE

ADMIN BAG DROP

ELEV MACH RM

COMM / CATV

AUDITORIUM

U .S

A R

M Y C

O R

P S O

F E

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IN

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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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G O

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X X

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A K

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U R

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C T N

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T R

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B U

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PHASE 2 SUBMITTAL

W

Q R

R

A U

G U

S T

GENERAL NOTES

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

ARMS VAULT.

REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE

BASEMENT WINDOWS.

REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

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 -

4.

3.

2.

1.

FLOOR PLAN TAG NOTES

PER AR 190-11. REFER TO STRUCTURAL PORTION OF RFP.

EXISTING WALLS, FLOOR, AND CEILING SHALL BE REINFORCED

CONCRETE SURFACE.

01 02 00 FOR CONCRETE REPAIRS AND COATING OF

HANDRAIL. REFER TO STRUCTURAL SECTION IN SPECIFICATION

REMAIN. REMOVE AND REPLACE STEEL GUARDRAIL AND

EXTERIOR CONCRETE STAIRS AND CONCRETE PLATFORM TO

NEW CRAWLSPACE DOOR LOCATED IN EXISTING OPENING.

PROVIDE NEW INSULATED H.M. DOOR.

TO MEET AR-190-11 REQUIREMENTS.

PREMANUFACTURED VAULT WALLS AND CLASS V DOOR

NOT USED

NEW ELEVATOR FOUNDATION.

RAIN-PROOF CRAWLSPACE LOUVER.

KNOX BOX.

AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR

PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE

NEW SHINGLE ROOFING.

AND GUARDRAILS.

THE ROOM REQUIREMENTS. PROVIDE NEW HANDRAILS

PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON

NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

DRAWINGS.

NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL

REMOVED AND REPLACED. REFER TO CIVIL DRAWINGS.

EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO BE

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

4 4

R P

R O

C T

O R

R P

R O

C T

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FIRST FLOOR PLAN F

IR

S T F

L O

O R P

L A

N

N

2 2

M

B A

R N

E T

T

2 2

/2

R E

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IS

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O R

D A

N C

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IT

H A

M E

N D

M E

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1 1

W

2Q R

R

-0

UP

UP

ELEVATOR

JAN

DAY ROOM

STORAGE

CORRIDOR

SLEEPING ROOM

201A

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

207 208

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

202A

BATHROOM

203A

BATHROOM

204A

BATHROOM

205A

BATHROOM

208A

BATHROOM

209A

BATHROOM

210A

BATHROOM

211A

BATHROOM

212A

BATHROOM

MECHANICAL

ELEC

215A

BATHROOM

214A

BATHROOM

213A

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

220A

BATHROOM

SLEEPING ROOM

221A

BATHROOM

LAUNDRY

SLEEPING ROOM

226A

BATHROOM

SLEEPING ROOM

227A

BATHROOM

SLEEPING ROOM

228A

BATHROOM

STORAGE

229 230

STORAGE

COMM / CATV

U .S

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O R

P S O

F E

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IN

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B U

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PHASE 2 SUBMITTAL

W

Q R

R

A U

G U

S T

GENERAL NOTES

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

ARMS VAULT.

REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE

BASEMENT WINDOWS.

REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

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 -

4.

3.

2.

1.

FLOOR PLAN TAG NOTES

PER AR 190-11. REFER TO STRUCTURAL PORTION OF RFP.

EXISTING WALLS, FLOOR, AND CEILING SHALL BE REINFORCED

CONCRETE SURFACE.

01 02 00 FOR CONCRETE REPAIS AND COATING OF

HANDRAIL. REFER TO STRUCTURAL SECTION IN SPECIFICATION

REMAIN. REMOVE AND REPLACE STEEL GUARDRAIL AND

EXTERIOR CONCRETE STAIRS AND CONCRETE PLATFORM TO

NEW CRAWLSPACE DOOR LOCATED IN EXISTING OPENING.

PROVIDE NEW INSULATED H.M. DOOR.

TO MEET AR-190-11 REQUIREMENTS.

PREMANUFACTURED VAULT WALLS AND CLASS V DOOR

NOT USED

NEW ELEVATOR FOUNDATION.

RAIN-PROOF CRAWLSPACE LOUVER.

KNOX BOX.

AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR

PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE

NEW SHINGLE ROOFING.

AND GUARDRAILS.

THE ROOM REQUIREMENTS. PROVIDE NEW HANDRAILS

PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON

NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

DRAWINGS.

NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL

REMOVED AND REPLACED. REFER TO CIVIL DRAWINGS.

EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO BE

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"

A-200

A-200

A-120

A-120

T R

A N

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N T B

A R

R A

C K

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SLEEPING ROOM

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SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

302A

BATHROOM

303A

BATHROOM

304A

BATHROOM

305A

BATHROOM

308A

BATHROOM

309A

BATHROOM

310A

BATHROOM

311A

BATHROOM

312A

BATHROOM

MECHANICAL

ELEC

315A

BATHROOM

314A

BATHROOM

313A

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

320A

BATHROOM

SLEEPING ROOM

321A

BATHROOM

LAUNDRY

SLEEPING ROOM

326A

BATHROOM

SLEEPING ROOM

327A

BATHROOM

SLEEPING ROOM

328A

BATHROOM

STORAGE

329 330

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PHASE 2 SUBMITTAL

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A U

G U

S T

GENERAL NOTES

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

ARMS VAULT.

REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE

BASEMENT WINDOWS.

REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

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 -

4.

3.

2.

1.

FLOOR PLAN TAG NOTES

PER AR 190-11. REFER TO STRUCTURAL PORTION OF RFP.

EXISTING WALLS, FLOOR, AND CEILING SHALL BE REINFORCED

CONCRETE SURFACE.

01 02 00 FOR CONCRETE REPAIS AND COATING OF

HANDRAIL. REFER TO STRUCTURAL SECTION IN SPECIFICATION

REMAIN. REMOVE AND REPLACE STEEL GUARDRAIL AND

EXTERIOR CONCRETE STAIRS AND CONCRETE PLATFORM TO

NEW CRAWLSPACE DOOR LOCATED IN EXISTING OPENING.

PROVIDE NEW INSULATED H.M. DOOR.

TO MEET AR-190-11 REQUIREMENTS.

PREMANUFACTURED VAULT WALLS AND CLASS V DOOR

NOT USED

NEW ELEVATOR FOUNDATION.

RAIN-PROOF CRAWLSPACE LOUVER.

KNOX BOX.

AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR

PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE

NEW SHINGLE ROOFING.

AND GUARDRAILS.

THE ROOM REQUIREMENTS. PROVIDE NEW HANDRAILS

PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON

NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

DRAWINGS.

NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL

REMOVED AND REPLACED. REFER TO CIVIL DRAWINGS.

EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO BE

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"

A-200

A-200

A-130

A-130

T R

A N

S

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N T B

A R

R A

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PHASE 2 SUBMITTAL

W

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A U

G U

S T

GENERAL NOTES

PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.

EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE

THE ARMS VAULT.

REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE

BASEMENT WINDOWS.

REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING

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 -

4.

3.

2.

1.

ELEVATION TAG NOTES

REMOVE AND REPLACE ATTIC ACCESS DOOR.

NEW HOLLOW METAL CRAWLSPACE DOOR.

NEW HOLLOW METAL DOOR AND FRAME.

VENTS AND REGROUT.

STEEL LINTEL AND REPAINT. INSTALL NEW WEEP HOLES/

BOTTOM BRICK COURSE AND STEEL LINTEL. CLEAN

CONTRACTOR TO CLEAN / REMOVE GROUT BETWEEN

CLEAN EXISTING BRICK ACCENT PANEL.

RAIN-PROOF LOUVER WITH SCREEN.

REPLACE EXISTING CRAWLSPACE LOUVER WITH NEW

KNOX BOX.

NEW SHINGLE ROOFING.

NOT USED

NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.

HANDRAILS. REFER TO CIVIL DRAWINGS.

NEW CONCRETE STAIR, LANDING, METAL GUARDRAILS AND

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:

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

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

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

A-200

A N

S

IE

N T B

A R

R A

C K

S

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2 2

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TYP.

TYP.

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TYP.

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BUILDING ELEVATION

BUILDING ELEVATION

BUILDING ELEVATION

BUILDING ELEVATION

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B A

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77 7 7

7 7 77

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