Transcript

EXISTING ROADWAY

NEW RIGHT OF WAY

NEW ROADWAY

REMOVAL OF EXISTING ROADWAY

CONSTRUCTION LIMITS

EXISTING RIGHT OF WAY

RESIDENTIAL BUILDINGS

COMMERCIAL BUILDINGS

LEGEND

NEW BRIDGE

EXISTING BRIDGE

SIDEWALKS & CONCRETE MEDIANS

PAINTED MEDIAN

NEW GUARDRAIL

WATER

0 50' 100' 200'

SCALE : 1" = 50'

-N-

South Carolina Department of Transportation

PUBLIC HEARING

INFRASTRUCTURECONSULTING & ENGINEERING

COLUMBIA , SOUTH CAROLINA 29210

1021 BRIARGATE CIRCLE

C O N S U L T I N G E N G I N E E R S

NORTH CHARLESTON, SOUTH CAROLINA 29406SUITE 3152430 MALL DRIVE

S-107 (ALLIGATOR ROAD) WIDENING

PROJECT ID. 0042321

FLORENCE COUNTY

CONSULTING ENGINEERING FIRMS

-N-

MA

TC

HLIN

E ST

A. 189+

00 SE

E S

HE

ET 4 O

F 10

MA

TC

HLIN

E ST

A. 240+

00 SEE SH

EET 6 OF 10

MATCHLINE SEE SHEET 10 OF 10

MATCHLINE SEE SHEET 10 OF 10

5 OF 10

CHURCH

ABC STORE

DOLLAR GENERAL

SUBDIVISIONWOMACK GARDENS

GREENHOUSESFOREST LAKE POND

DETENTION

EXISTING

(ABANDONED)GROCERY

ATKINSONS

PONDDETENTIONPROPOSED

C CC C

C

C

C

A/C

C

C C C C C C

A/CA/C

C

C C

C C C C

A/C

A/C

A/C

M

M

95

200205

210215 220

230235

240

225

95

95

105

195

123

199

125 GA

RD

EN

GA

TE

WA

Y

127 126 124125

117

118

122 121125239

198

200201

202204

205

224225226

196

197

196

195

120

238

237

236

235

234

227

224

225

125

223

206 207

222

221

220

209

208

433 432

431

242

241

240

430 429 428 427 426 425

243 244 245 246 247

248249 250251 252

418419420

421

422423424

416

417

253

254

S-107 (ALLIGATOR ROAD) S-107 (ALLIGATOR ROAD)

S-103 (O

LIV

ER R

OA

D)

S-10

3 (S.

KN

OLL

WO

OD

RO

AD)

S-107 (ALLIGATOR ROAD)

WO

MA

CK

GA

RD

EN

S

RO

AD

OLIVIA

LA

NE

S-14

91 (W

AL

KE

R S

WIN

TO

N

RO

AD)

431A

250A

LU

NN

DRIV

E

S-13

6 (S

AV

AN

NA

H

GR

OV

E

RO

AD)

14'

118' R

3' R 4'

14'

MATC

H

EXIS

TIN

G

ED

GE

OF P

AVE

ME

NT

75' T.R.

5' SIDEWALK

5' SIDEWALK

15'

5' SIDEWALK

5' SIDEWALK

120' T.R.

5' SIDEWALK 5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

5' SIDEWALK

5' SID

EW

ALK

5' SID

EW

ALK

150' TAPER

14'

11'

11'

11'

11'

18.5'

11'

14'

135' TAPER

5' SIDEWALK

200' ST

OR

AG

E

670' R

200' STORAGE

15'

12'

12'

12'

670' R

670' R

200' STO

RA

GE

200' STORAGE

670' R

670' R12'

12'

14'

14'

12'

12'

200' STO

RA

GE

15'

12'

12'

14'

14'

12'

14'

12'

15'

12'

12'

14'

14'

12'12'

670' R

12'

14'

12'

12'

NE

W

50' R/W

NE

W

50' R/W

NE

W

60' R/W

NE

W

60' R/W

NEW R/W

NE

W

50' R/W

NE

W

60' R/W

NE

W

50' R/W

P/L =

NE

W

R/W

NE

W

60' R/W

NE

W

40' R/W

NE

W

40' R/W

NEW 55' R/W

R/W VARIES

NEW 55' R/W

NEW 55' R/WNEW 55' R/W

NEW 55' R/W

NEW 70' R/W NEW 70' R/W

NEW 55' R/W NEW 50' R/W

NEW 55' R/W

NEW 55' R/WNEW 55' R/W

NEW 55' R/W

NEW 45' R/W

NE

W

60' R/W

P/L =

NE

W

R/W

NEW 55' R/W NEW 50' R/WNEW 55' R/WNEW 65' R/W

NE

W

60' R/W

P/L = NEW VARIABLE R/W

NEW 180' R/W NEW 180' R/W

NEW 55' R/WNEW 55' R/W

NEW 55' R/W

NEW 65' R/WNEW 65' R/W

NEW 65' R/W

NEW 60' R/W

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