INDEX OF DRAWINGS

CONSULTANTS:

CIVIL ENGINEER

THOMAS ELDRED LATHAM, P.E.

CLARK, GEER, LATHAM & ASSOCIATES INC.

3901 SPRING HILL AVENUE

MOBILE, AL 36608

251-344-7073

STRUCTURAL ENGINEER

THOMAS ELDRED LATHAM, P.E.

CLARK, GEER, LATHAM & ASSOCIATES INC.

3901 SPRING HILL AVENUE

MOBILE, AL 36608

251-344-7073

DOLLAR TREE

G-1.0 COVER SHEET

ALTA/NSPS LAND TITLE SURVEY

EXISTING SURVEY

D-1.0 SITE DEMOLITION PLAN

C-1.0 SITE PLAN

C-2.0 GRADING & DRAINAGE PLAN

TENANT:

DOLLAR TREE

500 VOLVO PARKWAY

CHESAPEAKE, VA 23320

ALLENDALE, SOUTH CAROLINA

PROJECT ADDRESS:

DOLLAR TREE

165 SOUTH MAIN STREET

ALLENDALE, SOUTH CAROLINA 29810

ISSUE DATE:

1905-03

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08/16/2019

SHEET TITLE

A-1.0 EXISTING FLOOR PLAN

A-1.1 NEW FLOOR PLAN

A-2.0 EXISTING EXTERIOR ELEVATIONS

A-2.1 NEW EXTERIOR ELEVATIONS

A-3.0 LOADING DOCK, DUMPSTER ENCLOSURE PLAN & SECTIONS

G-1.0

COVER SHEET

LGS

S-1.0 LOADING DOCK, STAIR FOUNDATION PLAN & SECTIONS

OWNER:

MOSHE RUDICH

NMR & ASSOCIATES

1427 53rd ST.

BROOKLYN, NY 11219

A NEW LOADING DOCK & SITE IMPROVEMENTS FOR

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

E

OH

E

OH

E

OH

E

OH

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

OHE

OHE

OHE

OHE

OHE

OHE

OHEOHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

Galaxy Food Center

12800 Sq. Feet

FFE = 180.51'

Rite Aid

7025 Sq. Feet

FFE = 184.13'

Ne

ig

hbo

rin

g B

uild

in

g

WM

TP NAIL

TP MNS

N:427409.16

E:1905675.54

Z:184.26

E:1905384.91

N:427423.96

Z:181.95

DI

178.84

DI

DI

Inv. In 12": CMP: 177.18'

Inv. In 6" PVC: 179.73'

Rim: 181.33'

Manhole

Inv. In 30" RCP: 175.83'

Manhole

Rim: 181.27'

Inv. Out: 172.17'

Drop Inlet

Grate: 183.26'

Inv. Out: 179.26'

Drop Inlet

Grate: 183.30'

Inv. In: 178.9'

Inv. Out: 176.50'

Drop Inlet

Inv. Out: 174.19'

Grate: 178.84'

12" CMP

30" R

CP

24" C

MP

12" CMP

6" P

VC

18" R

CP

Burton's F

erry H

ig

hw

ay - U

.S

. 301 (1

00' R

/W

)

East Railroad Avenue - U.S. 278 (60' R/W)

Flat Street East (100' R/W)

CO

CO

174.56

174.51

175.09

175.49

179.97

179.39

179.68

184.02

183.41

183.42

182.37

182.33

174.66

174.54

174.37

174.38

174.32

181.16

180.05

180.15

180.35

180.76

182.23

183.32

182.04180.27

181.20

181.94183.73

184.80 183.61

182.90

184.12

184.74

185.71

186.95

186.05

185.37

184.19

185.66

184.80

183.72

183.66

184.56184.43

183.62

183.46

175.74

175.34

178.73

181.21

181.65

182.53

183.63

189

1

8

4

1

8

1

1

8

2

1

8

3

1

8

0

1

8

5

1

8

6

1

8

7

1

8

8

1

7

9

1

7

8

1

7

7

176

175

1

7

3

174

1

8

5

1

8

6

1

8

7

1

8

8

1

8

4

1

8

3

1

8

0

1

8

1

1

8

2

179

175

176

177

178

OHE OHE

WM

CO

Overhead Electric

Light Pole

Power Pole

Water Meter

Manhole

Fire Hydrant

Clean Out

Electric Box

Telecom Box

Spot Elevation

Legend

S

C

S

P

C

(

N

A

D

8

3

.

2

0

1

1

)

TOPOGRAPHIC SURVEYPREPARED FOR:

MSI Project No.

Sheet No. 1

137 & 165 S. Main St.City of Allendale

County of AllendaleState of South Carolina

National Land Services

GRAPHIC SCALE

of 1

Surveyor's Seal

SITE

VICINITY MAP

NORTH

NMR & Associates

PM: Drafter:XXX XXX

REVISION HISTORY

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13

6

Millman Surveying, Inc.Corporate Headquarters4111 Bradley Circle NW

Canton, OH 44718Phone: 800-520-1010Fax: 330-342-0834

www.millmanland.comlandsurveyors@millmanland.com

Transforming the IndustrySurveying

ZoningEnvironmental

Real Support - Title Review

45215

I hereby state that to the best of my knowledge, information,and belief, the survey shown herein was made inaccordance with the requirements of "The MinimumStandards for the Practice of Land Surveying in SouthCarolina.", and meets or exceeds the requirements for aClass B survey as specified therein; also there are novisible encroachments or projections other than shown.

Thomas D. Abraham, S.C.R.L.S #27728

AbrahamLand Surveying

No. C01645

SouthCarolinaCe

rti f

i c

a t e o f Au t hor i zation

Dwg.# 17119

© 2019 Abraham Land Surveying. Reproduction or copying of this document may be a violation of copyright law unless permission of the author and/or copyright holder is obtained. This document is certified only to the client listed as "Prepared for" and/or "Certified to" hereon and is nontransferable. This document is only genuine if the embossed seal and original signature are intact. Revisions to this Plat are to be made only by the original preparer. This property may be subject to easements, right-of-ways, restrictions other than those shown hereon.

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Surveyor's Notes:

No Boundary suveyed at this time as per customer request.

Contact County for applicable regulations.

Elevations shown in NAVD 88 Datum.

F

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GALAXY FOOD CENTER

12800 SQ. FEET

FFE = 180.51'

RITE AID

7025 SQ. FEET

FFE = 184.13'

GALAXY FOOD CENTER

12800 SQ. FEET

FFE = 180.51'

RITE AID

7025 SQ. FEET

FFE = 184.13'

WH

EAST RAILROAD AVENUE - U.S. 278 (60' R/W)

BU

RT

ON

'S

F

ER

RY

H

IG

HW

AY

- U

.S

. 301 (100' R

/W

)

FLAT STREET EAST (100' R/W)

77

7

9

6 11

2

5

10

12

16

3

3

2

14

66

11 11

14

S 49°56'46" E 210.00'

S 39°18'05" W

212.81'

N 50°32'35" W 210.00'

N 39°18'22" E

215.00'

17

151 115

3

3

4 4 4

888

16

16

13

10

16

18

ISSUE DATE:

1905-03

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08/16/2019

SITE DEMOLITION PLAN

SCALE: 1"=20'

D-1.0

SITE DEMOLITION PLAN

RAD

TEL

SCALE: 1" = 20'

10' 20'0 40'

EXISTING CURB AND GUTTER TO BE REMOVED.

REMOVE EXIST. METAL FRAMED SHED ADDITION, CONC. SLAB

AND FOUNDATION WALLS.

REMOVE EXIST. SIDEWALK.

ALL UTILITIES (PLUMBING, ELEC, WATER, SEWER) SHALL BE

FIELD LOCATED AND TRACED BACK TO EXIST. BLDG

FOUNDATION AND BE CAPPED OR REMOVED.

REMOVE EXIST. STRUCTURAL FRAMES, CURBS AND ELEVATED

A/C UNITS.

EXIST. POWER POLE AND GUY WIRES TO BE REMOVED AFTER

NEW POWER POLE IS IN SERVICE. ANY ATTACHED POWER

LINES TO BE REATTACHED TO NEW POWER POLE.

EXISTING TREES TO BE REMOVED.

GUTTER TO REMAIN

EXIST. LOADING DOCK AND STAIRS TO BE REMOVED.

EXIST. CANOPY TO BE REMOVED.

REMOVE EXIST. ELEC. METER AND POWER LINES - LOCAL

ELEC. COMPANY SHALL REMOVE EXIST. METER AND POWER

LINES.

EXISTING RETAINING WALL TO BE REMAIN.

EXIST. GAS METER TO REMAIN.

SAW CUT EXISTING ASPHALT FULL DEPTH FOR A UNIFORM

EDGE.

SAW CUT EXISTING DRIVE ENTRANCE FULL DEPTH FOR A

UNIFORM EDGE. DRIVE ENTRANCE TO BE REMOVED TO

GUTTER LINE. VERIFY THICKNESS OF EXIST. DRIVE APRONS

AND NOTIFY CIVIL ENGINEER OF THICKNESS.

REMOVE ALL VEGETATION.

REMOVE PORTION OF RETAINING WALL.

CLEAN OUTS TO REMAIN AND TO BE PROTECTED DURING

DEMOLITION/CONSTRUCTION. MODIFY TO FINISH GRADE.

DEMOLITION LEGEND:

1

2

3

4

5

6

7

8

9

10

11

12

NOTES:

1. PRIOR TO DEMOLITION WORK, ALL EROSION AND

SEDIMENTATION MEASURES SHALL BE INSTALLED PER

INSTRUCTIONS ON SHEET C3.0.

2. DEMOLITION SHOWN IS FOR GENERAL INFORMATION. THE

CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK

AS NECESSARY TO CONSTRUCT NEW PROJECT.

13

14

15

16

17

18

EAST RAILROAD AVENUE - U.S. 278 (60' R/W)

BU

RT

ON

'S

F

ER

RY

H

IG

HW

AY

- U

.S

. 301 (100' R

/W

)

FLAT STREET EAST (100' R/W)

DOLLAR TREE

11,244 SQ. FEET

FFE = 180.51'

NEW ENCLOSED

DUMPSTER

NEW LOADING DOCK

NEW POWER POLE

NEW 8" CMU RETAINING

WALL TIE TO EXIST.

S 49°56'46" E 210.00'

S 39°18'05" W

212.81'

N 50°32'35" W 210.00'

N 39°18'22" E

215.00'

1

A-4.0

NEW HEAVY DUTY CONCRETE PAVING

NEW 6" RIBBON CURB

NEW 6" RIBBON CURB

NEW 6" RIBBON CURB

EXIST. RETAINING WALL

ASPHALT PAVING TYPE II

NEW SIDEWALK - MATCH EXIST. WIDTH

EXIST. GUTTER TO REMAIN

EXIST. GUTTER TO REMAIN

8" THK. CONC. PAVING

NEW HEAVY DUTY SIDEWALK

NEW HEAVY DUTY CONCRETE PAVING

EXIST. DRIVE ENTRANCE

EXIST. DRIVE ENTRANCE

(2)CONC. WHEEL STOPS

(2)6"Ø PIPE

BOLLARDS

6"Ø PIPE BOLLARDS

NEW 8" CMU

RETAINING WALL

SEE DETAIL

ASPHALT PAVING TYPE I

EXIST. GAS

METER

NEW ELEC. METER

NEW U.G. POWER

AND TELE. CONDUIT

NEW 3'H BLACK VINYL

FENCE ON RETAINING

WALL

NEW CONC. 5'x5'

LANDING AND RAMP

RITE AID

7025 SQ. FEET

FFE = 184.13'

CO CO

ASPHALT PAVING TYPE I

EXIST. PYLON

EXIST. PARKING LOT LIGHT

EXIST. PARKING LOT LIGHT

EXIST.STREET LIGHTS (TYP.)

WP1 WP1WP1

WP1 WP1

5/16"

1"

6"

1/4" RAD.

(4)#4

#4@12" O.C.

6"

1"

JOINT SEALANT

1/8"W. x 1"D. SAWN JOINT

(4)#4

#4@12" O.C.

24"

8"

6"

3"

CONC. PAVEMENT

#5@16" O.C. EACH WAY

24" ON SITE AND/OR SELECT FILL. PLACE IN 8"

LIFTS (LOOSE THICKNESS) TO 98% STANDARD

PROCTOR DENSITY (AASHTO T-99, METHOD A)

LAST LIFT SHALL BE COMPACTED TO 100%

STANDARD PROCTOR DENSITY

COMPACT EXISTING SOIL TO

95% MODIFIED PROCTOR DENSITY

8" GRADED AGGREGATE BASE

SEE SITE PLAN FOR WIDTH

WHERE WALK ABUTS STRUCTURE

PROVIDE A 1/2" NONEXTRUDING

EXPANSION JOINT AGAINST

STRUCTURE. PROVIDE WATER

TIGHT SEALANT

6" CONC. SLAB #4@12" O.C. E.W.

w/BRUSHED FINISH SURFACE (TYP.)

C.J. @ 5' C.C., E.J. @ 20' C.C.

ASPHALT

PAVING TYPE II

6"

@ P

AV

IN

G

@ B

UILD

IN

G LIN

E

OR

G

RA

SS

LIN

E

SLOPE 1/4" PER FT.

R

3

4

"

CRUSHED STONE

8" GRADED AGGREGATE BASE

NEW 3 1/2" (2" SURFACE + 1

1/2" BINDER) ASPHALT

SURFACE COURSE

24" COMPACTED

GRANULAR MATERIAL

24"

8"

3 1/2"

6" GRADED AGGREGATE

BASE

NEW 2" ASPHALT SURFACE

COURSE

24" COMPACTED GRANULAR

MATERIAL

24"

6"

2"

2'-0"

3'-0

"3

'-0

"

ASPHALT PAVING

1'-0"1'-0"

1'-0"

6"Ø SCH. 40 GALV. PIPE

FILL w/CONC. PAINTED

2'-0"

(4) 3/4" BARS

24"Ø 3,000 PSI CONC.

1/2

"

SLO

PE

2'-0"

4"1'-0"

VA

RIE

S1

'-0

"

MATCH EXIST GRADES - SEE C-2.0

ASPHALT

PAVING TYPE I

SEE C-2.0 FOR GRADES

ASPHALT

PAVING TYPE II

(2)#4

#4@12" O.C.

(1)#4

8" CMU w/#9 HORIZ.

TRUSS REINF AT EACH

COURSE - CONC. FILLED

#5@12" O.C.

#5@12" O.C.

PAINT TO MATCH

EXISTING

ISSUE DATE:

1905-03

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08/16/2019

SITE PLAN

SCALE: 1"=20'

C-1.0

SITE PLAN

RAD

TEL

SCALE: 1" = 20'

10' 20'0 40'

VICINITY MAP

SCALE: NOT TO SCALE

OHE

1

3

3

.

9

EDGE OF ASPHALT

CURB LINES

OVERHEAD LINES

UG TELEPHONE

UG LP GAS

WATER MAINS

DITCHES

FENCES

BUILDINGS

EXIST. CULVERTS

STREET LIGHTS

SIGNS

MAN HOLES

CATCH BASINS

EXISTING CONTOUR

EXISTING SPOT

ELEVATION

FLOW DIRECTION

GAS METERS

NEW CONTOUR

DEPRESSIONS

POWER POLE

GUY ANCHOR

CONIFEROUS TREES

DECIDUOUS TREES

TREE LINES

SHRUBS

TRANSFORMER

MONUMENT

SURVEY MARK

(HUB)

IRON PIN

FLOW LINE

NEW SPOT

ELEVATION

OHE

T TT

G GG

W WW

1

3

4

7

2

133.6

PROPERTY LIMITS

F

IP

PP

LEGEND

CULVERTS

FIRE HYDRANT

DI

CURB INLET

JUNCTION BOX

SITE

G

MH

1'-2

"

5" 1"

6"

6"

1

"

R

.

SECTION - ASPHALT PAVING TYPE II

NOT TO SCALE

BRUSHED CONCRETE WALK SECTION

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

SECTION - HEAVY DUTY CONCRETE PAVING

NOT TO SCALE

4"

FIN. GRADE/ASPHALT PAVING

1'-6"x1'-6"x4" CONC.

w/6x6-10/10 WWM

4"Ø BRASS

SCREWED PLUG

EXISTING SS PIPING

NEW RISER MATCH

EXIST. SS SIZE - FIELD

DETERMINE SIZE

TYPICAL SEWER CLEANOUT

SCALE: NONE

SECTION - ASPHALT PAVING TYPE I

NOT TO SCALE

TYP. PIPE BOLLARD

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

DETAIL - CMU RETAINING WALL

SCALE: 3/4" =1'-0"

NOTES:

WHERE CONCRETE PAVING ABUTS CURB,

PROVIDE 3/4" EXPANSION JOINT w/SEALANT.

PROVIDE C.J. @ 5' C.C & 1/2" E.J. @ 20' C.C.

RIBBON CURB SECTION

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

CONC. SURFACE

COURSE

DETAIL - SAWN JOINT (SJ)

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

DETAIL - TOOL JOINT (TJ)

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

WP1 - NEL-WP140 WALL PACK MOUNTS AT 13'-0" AFF

RITE AID

7025 SQ. FEET

FFE = 184.13'

S 49°56'46" E 210.00'

S 3

9°1

8'0

5" W

2

12

.8

1'

N 50°32'35" W 210.00'

N 3

9°1

8'2

2" E

2

15

.0

0'

CEILING HEIGHT:± 12'-3" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:13'-10" AFF

BOTTOM OF DECK: 14'-2" AFF

BOTTOM OF BEAM:13'-2" AFF

BOTTOM OF PURLIN:17'-0" AFF

BOTTOM OF DECK: 17'-8" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:13'-10" AFF

BOTTOM OF DECK: 14'-2" AFF

CEILING HEIGHT:± 12'-3" AFF

FD

FD

B/DECK: ± 12'-3" AFF

B/BEAM: ± 11'-5" AFF

B/B

EA

M: ± 1

2'-5

" A

FF

B/B

EA

M: ± 1

2'-5

" A

FF

RITE AID

7025 SQ. FEET

FFE = 184.13'

S 49°56'46" E 210.00'

S 3

9°1

8'0

5" W

2

12

.8

1'

N 50°32'35" W 210.00'

N 3

9°1

8'2

2" E

2

15

.0

0'

EAST RAILROAD AVENUE - U.S. 278 (60' R/W)

BU

RT

ON

'S

F

ER

RY

H

IG

HW

AY

- U

.S

. 3

01

(1

00

' R

/W

)

FLAT STREET EAST (100' R/W)

DOLLAR TREE

11,244 SQ. FEET

FFE = 180.51'

176.0 180.0

S 49°56'46" E 210.00'

S 3

9°1

8'0

5" W

2

12

.8

1'

N 50°32'35" W 210.00'

N 3

9°1

8'2

2" E

2

15

.0

0'

175.20

179.7

177.0

176.58

180.0

180.51

175

175.74

FE

FE

CEILING HEIGHT:± 12'-3" AFF

BOTTOM OF PURLIN:17'-0" AFF

BOTTOM OF DECK: 17'-8" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:13'-10" AFF

BOTTOM OF DECK: 14'-2" AFF

B/B

EA

M: ± 1

2'-5

" A

FF

ISSUE DATE:

1905-03

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GRADING PLAN

SCALE: 1"=20'

C-2.0

GRADING PLAN

RAD

TEL

SCALE: 1" = 20'

10' 20'0 40'

174.81

175

LEGEND

175

EXIST. CONTOUR

NEW CONTOUR

EXIST. SPOT ELEVATION

NEW SPOT ELEVATIION

10' MAX O.C.

32

" M

IN

.

24

" M

IN

.3

6" M

IN

.

32

" M

IN

.

36

" M

IN

.

6" MIN.

6" M

IN

.

NOTES:

1. THE WOVEN WIRE FENCING SHALL BE

FASTENED TO THE UPSTREAM SIDE OF

POSTS BY STAPLES OR WIRE TIES.

2. GEOTEXTILE FABRIC SHALL BE SECURELY

FASTENED TO THE WOVEN WIRE FENCING.

3. MACHINE TRENCHED GEOTEXTILE SHALL BE

TRENCHED VERTICAL AT LEAST 8" DEEP.

STEEL POSTS (SEE TABLE SB-2)

WOVEN WIRE

FENCE BACKING

TRENCH - 6" MIN.

GROUND LINE

FRONT VIEW

(NOT TO SCALE)

POST

WOVEN WIRE FENCE

GEOTEXTILE FABRIC

FLOW

COMPACTED SOIL

24

" M

IN

.

SIDE VIEW

(NOT TO SCALE)

SILT FENCE - TYPE A

NTS

FE

TRUCK ROUTING PLAN

SCALE: 1"=20'

SCALE: 1" = 20'

10' 20'0 40'

10

'-0

"

11

"

10

'-1

"

DUMPSTER

ENCLOSURE

AND PAD

D

A-4.0

C

S-1.0

B

S-1.0

5'-1

"8

'-8

1

/2

"

2'-5" 9'-6" 13'-3 1/2"±

1

0

5

°

1

0

3

°

9

'-0

"

25'-2"6'-5"

B

S-1.0

B

S-1.0

A

S-1.0

6'-5"

2'-8"

1'-0" 1'-8"

SCALE:

B

S-1.0

SECTION

3/4"=1'-0"

ED

GE

O

F D

OC

K

TOP OF DOCK ELEV.

1'-0

"

(4)#5 CONT.

#4@24" O.C.

3" C

LR

.

TY

P.

2"

4"

#4 DOWEL@12" O.C.

(2)#5 CONT.@LOADING

DOCK PERIMETER

6x6xW2.9xW2.9

#4@12" O.C.

PAVING ELEV.

(SEE SITE PLAN)

6"

4'-6

"8

"

8" CMU w/#9 HORIZ.

TRUSS REINF AT EACH

COURSE - CONC. FILLED

#4 DOWEL@12" O.C.

8"

COMPACTED

FILL

3/4" CHAMFER

2'-0"

8" 8"

SCALE:

C

S-1.0

SECTION

3/4"=1'-0"

PAVING ELEV. 176.0'

#3@EACH NOSING

AMERICAN SAFETY TREAD

TYPE 3511 TO BE SET IN

CONCRETE AND HAVE

SAFETY YELLOW COLOR

#5@16" O.C.

#5@12" O.C.

1"11"

(3)#5 CONT.

#4@24" O.C.

(2)#5 CONT.@8" O.C.

TOP OF DOCK ELEV.

(SEE SITE PLAN)

3" C

LR

.

TY

P.

4"

6x6xW2.9xW2.9

8"

1'-0

"8

"

COMPACTED

FILL

4

"

(1)#4

(8

)E

QU

AL

R

IS

ER

S =

4

'-6

"

(7)EQUAL TREADS = 6'-5"

FIN. FLR. ELEV. 180.51'

2'-8"

1'-0"1'-8"

SCALE:

A

S-1.0

SECTION

3/4"=1'-0"

1'-0

"

REF. A-4.0 FOR

DUMPSTER PAD

SEE SHT. A-3 FOR

DUMPSTER ENCLOSURE

1'-2

"

(1)#5 TOP & BOTTOM

TOP OF DOCK ELEV.

1'-0

"

(4)#5 CONT.

#4@24" O.C.

3" C

LR

.

TY

P.

2"

4"

#4 DOWEL@12" O.C.

(2)#5 CONT.@LOADING

DOCK PERIMETER

6x6xW2.9xW2.9

#4@12" O.C.

6"

8" CMU w/#9 HORIZ.

TRUSS REINF AT EACH

COURSE - CONC. FILLED

#4 DOWEL@12" O.C.

8"

#4@24" O.C.

COMPACTED

FILL

5'-2

"

ISSUE DATE:

1905-03

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S-1.0

LOADING DOCK, STAIR

FOUNDATION PLAN &

SECTIONS

MMA

TEL

2

A-4.0

SCALE:

1

S-10

LOADING DOCK & DUMPSTER KEY PLAN

1/8"=1'-0"

WH

CEILING HEIGHT: ± 12'-3" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:13'-10" AFF

BOTTOM OF DECK: 14'-2" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:17'-0" AFF

BOTTOM OF DECK: 17'-8" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:13'-10" AFF

BOTTOM OF DECK: 14'-2" AFF

CEILING HEIGHT: ± 12'-3" AFF

FD

FD

B/DECK: ± 12'-3" AFF

B/BEAM: ± 11'-5" AFF

B/B

EA

M: ± 1

2'-5

" A

FF

B/B

EA

M: ± 1

2'-5

" A

FF

1

A-2.0

4

A-2.0

3

A-2.0

2

A-2.0

REMOVED EXIST.

ELECTRICAL SERVICE

REMOVED EXIST. FUSE BOX

10'-0"

DEMO FOR NEW

DOOR AND WALL INFILL

REMOVE EXIST.

CIRCUIT BREAKER

37'-7 1/2"

DEMO FOR NEW

WALL INFILL

REMOVED DBL.

DOOR AND PORTION

OF EXISTING WALL

FOR NEW SLAB

SAW CUT (TYP.)

DEMOLISH EXIST.

CONCRETE SLAB AND

FOUNDATION WALL

DEMOLISH EXIST. WALL FOR NEW DOOR

VERIFY DOLLAR TREE TENANT FINISH

DRAWINGS EXACT LOCATION

REMOVE EXIST.

ROLL-UP DOOR

10

'-0

"1

1'-0

"8

0'-4

"

80

'-4

"

19

'-4

"6

1'-0

"

10'-0" 19'-10"± 20'-0" 20'-0" 20'-0" 23'-5" 26'-8"

19

'-2

"

50'-2" 7'-1" 59'-5"

ISSUE DATE:

1905-03

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A-1.0

EXISTING FLOOR PLAN

JEH

DAB

N

SCALE:

EXISTING FLOOR & DEMOLITION PLAN

1/8" = 1'-0"

- TO BE DEMOLISHED

CEILING HEIGHT: ± 12'-3" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:13'-10" AFF

BOTTOM OF DECK: 14'-2" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:17'-0" AFF

BOTTOM OF DECK: 17'-8" AFF

BOTTOM OF BEAM: 13'-2" AFF

BOTTOM OF PURLIN:13'-10" AFF

BOTTOM OF DECK: 14'-2" AFF

CEILING HEIGHT: ± 12'-3" AFF

FD

FD

B/DECK: ± 12'-3" AFF

B/BEAM: ± 11'-5" AFF

B/B

EA

M: ± 12'-5" A

FF

B/B

EA

M: ± 12'-5" A

FF

1

A-2.1

4

A-2.1

3

A-2.1

2

A-2.1

NEW

DUMPSTER

ENCLOSURE

NEW LOADING DOCK

1

A-4.0

NEW WALL INFILL

SEE SECT. "A"

THIS SHT.

37'-7 1/2"

10'-0"

11'-0"

13'-4 1/2"9'-6"

13'-9 1/2"

8'-8 1/2"

5'-1"

NEW 8" THK.

CONC. PAVING

6'-8"

5'-0"

1:12 S

LO

PE

(M

AX

.)

TY

P.

1:12 SLOPE

(MAX.)

SLOPE TO

EXIST. GRADES

5'-0"

5'-0"

NEW 3'-4"x7'-4"

EXTERIOR DOOR

VERIFY w/DOLLAR TREE

TENANT DRAWINGS FOR

EXACT LOCATION

NEW 4" THICK CONC. SLAB

REINF. w/6x6 - 10/10 WWM

A

A-1.1

B

A-1.1

A

A-1.1

NEW WALL INFILL

SEE SECT. "A"

THIS SHT.

NEW WALL INFILL

SEE SECT. "A"

THIS SHT.

NEW 6'-4"x7'-4"

EXTERIOR DOOR

NEW 6"Ø PIPE BOLLARD

80'-4"

80'-4"

19'-4"

61'-0"

10'-0" 19'-10"± 20'-0" 20'-0" 20'-0" 23'-5" 26'-8"

FILL ALL CELLS IN EXIST.

FDN. WALL WITH CONC.

(1)#4

#4@24" O.C.

FIN. FLR. ELEV. 180.0'

12

1

#4@24" O.C. - EMBED IN

EXIST. SLAB 12" - CAP AND

GREASE ONE END

EXIST. FIN. FLR.

ELEV. 180.51'

6 MIL VAPOR BARRIER

COMPACTED FILL/STONE

5'-0" 6'-0"

6"

6"

EXIST. FDN. WALL

6" CONC. w/6x6-10/10 WWF

FILL ALL CELLS IN EXIST.

FDN. WALL WITH CONC.

#4@24" O.C.

EMBED 24" MIN.

EXIST. FIN. FLR. ELEV. 180.51'

EXIST. FIN. FLR.

ELEV. 180.51'

EXIST. COMPACTED FILL

EXIST. FDN. WALL

EXIST. CONC. SLAB

9 5/8"±

2 1/2" HB #345 GALVANIZED

CORRUGATED BRICK

ANCHOR @ 16" V x 24" H O.C.

1/2" EXPANSION ANCHOR

AT 24" O.C. EMBEDDED 3"

MIN. INTO SLAB

4" CSJ 20 GAUGE METAL

STUDS @ 16" O.C. W/R19

BATT INSULATION

4" (20 GAUGE) BOTTOM TRACK

EXIST. HEADEREXIST. BRICK VENEER

NEW BRICK VENEER -

MATCH EXIST.

1/2" PT PLYWOOD

5/8" GYPSUM BOARD,

TAPED AND SANDED

B/OPENING 10'-0" AFF

FIELD VERIFY

#12 TEK SCREWS (2)ROWS @

12" O.C. (STAGGERED

4" (20 GAUGE) TOP TRACK

ISSUE DATE:

1905-03

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A-1.1

NEW FLOOR PLAN

JEH

DAB

N

SCALE:

NEW FLOOR PLAN

1/8" = 1'-0"

SCALE:

B

A-1.1

SECTION

3/4"=1'-0"

SCALE:

A

A-1.1

SECTION

3/4"=1'-0"

NOTE:

SEE DOLLAR TREE EXHIBIT "C" FOR DOOR SPECIFICTIONS.

±18'-6"

0'-0"

±14'-2"

FINISH FLOOR

NO DEMOLITION TO BE DONE ON EAST FACE OF BLDG.TO BE DEMOLISHED

SEE SHEETS - SEE SHT. D-1.0 AND A-2.0

SOUTH WALL OF EXIST.

BRICK/CMU WALL

EXIST. EXTERIOR SIDING, FDN.

WALL, ROOF, LOADING DOCK,

LEVELER TO BE DEMOLISHED -

SEE SHT. D-1.0 AND A-2.0

EXIST. CANOPY TO BE

REMOVED - SEE SHT. D-1.0

±18'-6"

±12'-7"

0'-0"

FINISH FLOOR

EXIST. BRICK

VENEER/CMU FDN.

WALL TO REMAIN

EXIST. EXTERIOR SIDING, FDN.

WALL, ROOF TO BE DEMOLISHED -

SEE SHT. D-1.0 AND A-2.0

PORTION OF EXIST.

RETAINING WALL TO BE

DEMOLISHED - SEE SHT. D-1.0

EXIST. EXTERIOR SIDING,

BRICK VENEER, FDN. ROOF TO

BE DEMOLISHED - SEE SHT.

D-1.0 AND A-2.0

EXIST. ROLL-UP DOOR FDN.

WALL, CANOPY, LOADING DOCK,

LEVELER TO BE DEMOLISHED -

SEE SHT. D-1.0 AND A-2.0

SEE SHEETS D-1.0 AND A-2.0

NO DEMOLITION TO BE

DONE ON WEST FACE

OF BLDG.

EXIST. EXTERIOR

SIDING, FDN. WALL,

ROOF TO BE

DEMOLISHED - SEE

SHT. D-1.0 AND A-2.0

NO DEMOLITION TO BE DONE ON WEST FACE OF BLDG. TO BE DEMOLISHED

SEE SHEETS D-1.0 AND A-2.0

PORTION OF EXIST.

RETAINING WALL TO

BE DEMOLISHED - SEE

SHEET S-1.0

SOUTH WALL OF EXIST.

BRICK/CMU WALL

±18'-6"

±12'-7"

0'-0"

DO

WN

SP

OU

T

DO

WN

SP

OU

T

DO

WN

SP

OU

T

DO

WN

SP

OU

T

FINISH FLOOR

NO DEMOLITION (SEE NOTE) TO BE DONE ON NORTH FACE OF BLDG.

NOTE

EXIST. BRICK VENEER TO BE REMOVED

FOR NEW DOOR - VERIFY w/DOLLAR

TREE TENANT DRAWINGS FOR EXACT

LOCATION - SEE PLAN SHT. A-1.1

ISSUE DATE:

1905-03

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A-2.0

EXISTING EXTERIOR

ELEVATIONS

JEH

TEL

SCALE:

1

S-2.0

WEST ELEVATION

1/8"=1'-0"

SCALE:

2

S-2.0

SOUTH ELEVATION

1/8"=1'-0"

SCALE:

3

S-2.0

NORTH ELEVATION

1/8"=1'-0"

SCALE:

4

S-2.0

EAST ELEVATION

1/8"=1'-0"

CMU/CONCRETE

LOADING DOCK

(SEE STRUCTURAL)

CMU DUMPSTER WALL -

PAINTED SEE 4/A-3.0

T/CONC. ELEV. 175.74'

NO WORK TO BE DONE ON EAST FACE OF BLDG.

13

1

1111

43

A

A-1.1

GAS METER

FIN. FLR. ELEV. 180.51'

FINISH FLOOR

NEW RETAINING WALL

EXIST. RETAINING WALL

A

A-1.1

EXIST. BRICK

VENEER/CMU FDN.

WALL TO REMAIN

EXIST. CMU FDN. WALL

TO REMAIN

EXIST. CMU WALL TO

REMAIN

NEW LOADING DOCK

SEE SHT. C-1.1 AND

A-3.0

NEW STAIR - SEE

SHT. C-1.1 AND A-3.0

T/CONC. ELEV. 175.74'

FIN. FLR. ELEV. 182.41'

12

1

8 11 1

49'-7"±

9 5 10 3

9

5 66

5

9

NEW DUMPSTER ENCLOSER

SEE SHT. C-1.1 AND A-3.0

9

8

NEW WALL PACKS,

SEE NOTE 2

NEW LOADING DOCK,

STAIR AND DUMPSTER

ENCLOSER - SEE SHT.

C-1.1 AND A-3.0

NEW RETAINING WALL

SOUTH WALL OF EXIST.

BRICK/CMU WALL

FIN. FLR. ELEV. 180.51'

T/RET. WALL. ELEV. 180.00'

2

12

1

12

1

1

EXIST. BRICK VENEER

TO REMAIN

NEW DOOR - VERIFY w/DOLLAR TREE

TENANT DRAWINGS FOR EXACT

LOCATION - SEE PLAN SHT. A-1.1

NEW CONC. LANDING AND RAMP - SEE

SHT. C-1.0 AND A-1.1

DO

WN

SP

OU

T

DO

WN

SP

OU

T

DO

WN

SP

OU

T

DO

WN

SP

OU

T

12

71

11

777

ISSUE DATE:

1905-03

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A-2.1

NEW EXTERIOR

ELEVATIONS

JEH

TEL

SCALE:

4

S-2.1

EAST ELEVATION

1/8"=1'-0"

SCALE:

3

S-2.1

NORTH ELEVATION

1/8"=1'-0"

SCALE:

2

S-2.1

SOUTH ELEVATION

1/8"=1'-0"

SCALE:

1

S-2.1

WEST ELEVATION

1/8"=1'-0"

LEGEND:

POWER WASH AND PAINT EXISTING BRICK VENEER.

PRIME AND PAINT EXISTING CAP FLASHING.

PAINT NEW LOADING DOCK FOUNDATION WALL.

PAINT NEW TRASH ENCLOSURE WALL. GATE TO REMAIN

NATURAL WOOD.

PAINT NEW BRICK VENEER.

INSTALL NEW BRICK AT CANOPY FRAMING AND PAINT.

PAINT EXISTING GUTTER.

INSTALL NEW GUTTER, MATCH EXISTING AND PAINT.

INSTALL NEW DOWNSPOUTS AND PAINT.

REMOVE EXISTING ROOF METAL FLASHING AND TUCK POINT

ALL JOINTS.

CLEAN EXISTING GUTTER OF ALL DEBRIS.

POWER WASH AND PAINT CANOPY SUPPORT BEAM, SOFFIT

AND FASCIA.

REPAIR AND CAULK EXISTING CONTROL JOINT.

NOTE:

1. GROUT FILL ALL WALL PENETRATIONS IN BRICK VENEER

PRIOR TO PAINTING. CLOSE ALL PENETRATIONS FROM

EQUIPMENT AND UTILITIES TO BE REMOVED.

2. PROVIDE CONDUIT AND WIRING IN SERIES AND ROUTE TO

NEW DOUBLE DOORS.

1

2

3

4

5

6

7

8

9

10

12

13

11

(

2

)

#

5

ELEVATION

PLAN

(2) 6" Ø PIPE

BOLLARDS (TYP)

1/2" E.J.

18" THICK x 16" WIDE

CONCRETE TURN DOWN

W/ (1)#5 TOP & BOTTOM

(AROUND PERIMETER)

5" x 5" x 1/4" GALVANIZED TUBE

STEEL FENCE POST W/ CAP - 12"

EMBED (TYP)

# 5 DOWELS @ 24" O.C. ALL SIDES

8" SPLIT-FACE CMU - RUNNING

BOND (PAINT OUTSIDE SW7039

VIRTUAL TAUPE)

8" THICK BLACK CONCRETE

SLAB W/ #5 @ 16" O.C. EACH

WAY

6" THICK CONCRETE SLAB

W/ #5 @ 12" O.C. EACH WAY

(2) GATES @

DUMPSTER

3/4" GALVANIZED STEEL CANE BOLT - FASTEN THROUGH

WOOD TO FRAME - PROVIDE 1"Ø HOLES IN CONCRETE SLAB

3" DEEP - SET CANE BOLT SO THAT IT CAN BE PINNED IN

THE OPEN POSITION ALSO - SEE PLAN IN 1/G-4.0

5" x 5" x 1/4" GALVANIZED TUBE

STEEL FENCE POST W/ CAP - 12"

EMBED

(2) 5" HEAVY DUTY GALVANIZED

BALL BEARING HINGES - MOUNTED

TO SIDE OF POST & GATE FRAME

PRESSURE TREATED

WOOD GATES OVER GALVANIZED

STEEL FRAMES

(

2

)

#

5

@

E

N

D

O

F

W

A

L

L

(3

) #

5

@

C

O

R

N

E

R(3

) #

5

@

C

O

R

N

E

R

(

2

)

#

5

@

E

N

D

O

F

W

A

L

L

B

A-3.0

3

A-3.0

DRILL HOLE FOR SETTING OF

CANE BOLT W/ GATE IN OPEN

POSITION (TYP EACH SIDE - 5"

FROM EDGE OF CONCRETE PAD)

8"

3"

8" SPLIT-FACE CMU - RUNNING

BOND (PAINT OUTSIDE SW7039

VIRTUAL TAUPE)

5" x 5" x 1/4" GALVANIZED TUBE

STEEL FENCE POST W/ CAP - 12"

EMBED

(2) 5" HEAVY DUTY GALVANIZED

BALL BEARING HINGES - MOUNTED

TO SIDE OF POST & GATE FRAME

3" CLEARANCE

FOR HINGE

2" x 2" x 1/4" GALVANIZED TUBE

STEEL FRAME W/ DIAGONAL

BRACE

2 # 5 DOWELS @ END OF WALL

6" THICK CONCRETE SLAB

2x4 CONTINUOUS PRESSURE

TREATED WOOD NAILER

AROUND STEEL FRAME - USE 2x6 @

DIAGONAL BRACE

3/4" x 6" PRESSURE TREATED

WOOD FENCING

8" THICK CONCRETE SLAB

8"

SLOPE 1/4" PER FOOT

3'-0

"

1'-2

"

2'-4"

2'-0"

(1) #5 TOP & BOTTOM

4" SOLID CMU CAP

8" BOND BEAM w/(2)#5 BARS

#5@12" O.C. EACH WAY

(PROVIDE BENT ENDS)

6" AGGREGATE BASE

FOOTING AROUND

BOLLARD BEYOND

2x4 CONTINUOUS PRESSURE

TREATED WOOD NAILER

AROUND STEEL FRAME - USE 2x6 @

DIAGONAL BRACE

3/4" x 6" PRESSURE TREATED

WOOD FENCING

2" x 2" x 1/4" GALVANIZED TUBE

STEEL FRAME W/ DIAGONAL BRACE

6" THICK 3000 PSI CONCRETE SLAB

5" x 5" x 1/4" GALVANIZED TUBE

STEEL FENCE POST W/ CAP - 12"

EMBED

1/2" EXPANSION JOINT W/ SEALANT

#5 CONTINUOUS AROUND PERIMETER

(PROVIDE CORNER BARS TOP & BOTTOM)

3/4" GALVANIZED STEEL CANE BOLT - FASTEN THROUGH

WOOD TO FRAME - PROVIDE 1"Ø HOLES IN CONCRETE

SLAB 3" DEEP - SET CANE BOLT SO THAT IT CAN BE

PINNED IN THE OPEN POSITION ALSO - SEE PLAN IN 1/G-4.0

8" THICK 3000 PSI CONCRETE SLAB

1'-4"1'-4"

8"8"

8"

2"

1/2"Ø 24" LONG SMOOTH

DOWEL @ 12" O.C. -

GREASE & CAP ONE END

#5 @ 16" O.C. EACH WAY

CENTER IN SLAB

6"

1'-0

"6

"6

"

8"

ELEV. 175.74'

6"Ø GALVANIZED SCHEDULE 40

PIPE BOLLARD - CONCRETE

FILLED w/2" CONCRETE DOME CAP

EXIST. FOOTING

ELEV. 180.51'

4'-9

"

6'-8

"

ELEV. 182.41'

EXIST. BRICKSEXIST.CMU

6" AGGREGATE BASE

(2)#5 TOP & BOTTOM

#5@12" O.C.

(1)#5

#5@12" O.C.

8" CMU #5@24" O.C. w/#9 GAUGE

HORIZ. TRUSS REINF. AT EACH

COURSE CONCRETE FILL

#5@24" O.C.

1'-0

"

10

'-0

"

11

"

10

'-1

"

CONCRETE STAIRS

(SEE STRUCTURAL)

CONCRETE LOADING DOCK

(SEE S-1.0 & C-2.0 FOR FINISH

GRADES)

PROVIDE BOLLARD

(SEE C-1.0)

DUMPSTER

ENCLOSURE

1

A-3.0

5

A-3.0

6

'-0

" D

O

C

K

B

U

M

P

E

R

S

P

A

C

IN

G

PROVIDE DOCK BUMPERS &

REMOVABLE GALVANIZED

CHAIN (SEE 5/G-4.0)

2

A-3.0

E

A-3.0

5'-1

"8

'-8

1

/2

"

2'-4" 9'-6" 13'-4"±

9

'-0

"

25'-2"6'-5"

G

A-3.0

1

A-3.0

CMU DUMPSTER WALL -

PAINTED SEE 4/A-3.0

CMU/CONCRETE

LOADING DOCK

(SEE STRUCTURAL)

2" (2.375" Ø) STANDARD STEEL PIPE

GUARDRAIL (TYP). PAINT

W/SHERWIN WILLIAMS - SW7039

VIRTUAL TAUPE

3 1/2" Ø CORE DRILL & EMBED

PIPE INTO SIKADUR HI MOD 32

EPOXY W/ 12" EMBED (TYP)

2'-10 1/2"± (AS REQUIRED TO HOLD

CL OF RAIL 6" OFF EDGE OF DOCK)

5"

C

L

C

L

5"

3'-1"

C

L

C

L

SET CENTERLINE OF GUARDRAIL

5" OFF EDGE OF LOADING DOCK

ELEV. 175.74'

ELEV. 180.51'

ELEV. 182.41'

2" (2.375" Ø) STANDARD STEEL PIPE

GUARDRAIL (TYP). PAINT W/ SHERWIN

WILLIAMS - SW7039 VIRTUAL TAUPE

1 1/2" (1.9" Ø) STANDARD STEEL PIPE

HANDRAIL - HOLD 1 1/2" MIN CLEAR FROM

GUARDRAIL. PAINT W/ SHERWIN WILLIAMS -

SW7039 VIRTUAL TAUPE

1'-0"

TYP

CONCRETE STAIRS

(SEE STRUCTURAL)

1'-0"

3'-0 1/2" TO

DOOR FRAME

1'-0"

3'-6

"

3'-0

"6

"

C

L

LEADING EDGE

ELEV. 176.00'

4"

4"

ELEV. 180.51'

2" (2.375" Ø) STANDARD STEEL

PIPE GUARDRAIL (TYP).

1 1/2" (1.9" Ø) STANDARD STEEL

PIPE HANDRAIL - HOLD 1 1/2" MIN

CLEAR FROM GUARDRAIL.

2'-9"

6"

3'-6"

LEADING

EDGE

C

L

(8)E

QU

AL R

IS

ER

S

(4'-6" T

OT

AL R

IS

E)

1'-0"

TYP

CMU/CONCRETE LANDING &

STAIRS

(SEE STRUCTURAL)

4'-0"

1'-0"

4"

3'-6"

REMOVABLE

GALVANIZED

CHAIN

C

L

C

L

C

L

3"C

L

SET CENTERLINE OF

GUARDRAIL 5" OFF EDGE

OF LOADING DOCK

1'-0"

2" (2.375" Ø) STANDARD STEEL

PIPE GUARDRAIL (TYP).

3 1/2" Ø CORE DRILL & EMBED

PIPE INTO SIKADUR HI MOD 32

EPOXY W/ 12" EMBED (TYP)

C

L

C

L

C

L

C

L

4'-4 1/2" 5"4'-3"5"

ELEV. 175.74'

ELEV. 182.41'

ELEV. 176.00'

ELEV. 180.51'

5"

1'-7 1/2"

1'-7 1/2"

CONCRETE STAIRS

(SEE S-1.0)

2 1/2"

8'-3 1/2" 5"

DOCK BUMPERS - BLUE GIANT BGV-420-11

(TYPICAL OF (2))

REMOVABLE GALVANIZED CHAIN

2" (2.375" Ø) STANDARD STEEL PIPE HANDRAIL (TYP) PAINT

W/ SHERWIN WILLIAMS - SW7039 VIRTUAL TAUPE

1 1/2" (1.9" Ø) STANDARD STEEL PIPE HANDRAIL (TYP) PAINT

W/ SHERWIN WILLIAMS - SW7039 VIRTUAL TAUPE

C

L

FACE OF BUILDING

5'-1"

CMU/CONCRETE

LOADING DOCK

(SEE STRUCTURAL)

1/2" EXPANSION

JOINT

5"

C

L

3 1/2" Ø CORE DRILL & EMBED PIPE INTO SIKADUR HI

MOD 32 EPOXY W/ 12" EMBED (TYP)

C

L

C

L

4"

4"

C

L

2" (2.375" Ø) STANDARD STEEL PIPE

GUARDRAIL (TYP). PAINT

W/SHERWIN WILLIAMS - SW7039

VIRTUAL TAUPE

3 1/2" Ø CORE DRILL & EMBED

PIPE INTO SIKADUR HI MOD 32

EPOXY W/ 12" EMBED (TYP)

ELEV. 180.51'

ELEV. 176.00'

3'-7

"

8'-8 1/2"

3'-8"

MIN.

ELEV. 175.50'

ISSUE DATE:

1905-03

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08/16/2019

A-3.0

LOADING DOCK,

DUMPSTER ENCLOSURE

PLAN & SECTIONS

MMA

TEL

SCALE:

2

A-3.0

DUMPSTER ENCLOSURE PLAN & ELEVATION

1/4"=1'-0"

SCALE:

B

A-3.0

SECTION

3/4"=1'-0"

SCALE:

3

A-3.0

HINGE DETAIL

1 1/2"=1'-0"

2

A-3.0

SCALE:

1

A-3.0

LOADING DOCK & DUMPSTER KEY PLAN

1/8"=1'-0"

SCALE:

1

A-3.0

ELEVATION

1/2"=1'-0"

SCALE:

5

A-3.0

ELEVATION

1/2"=1'-0"

SCALE:

2

A-3.0

ELEVATION

1/2"=1'-0"

SCALE:

1

A-3.0

ELEVATION

1/2"=1'-0"

NOTE:

SEE C-2.0 FOR FINISH

GRADES OF LOADING DOCK