CONSULTING & ENGINEERING · south carolina department of transportation public hearing...
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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 INFRASTRUCTURE CONSULTING & 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 29406 SUITE 315 2430 MALL DRIVE S-107 (ALLIGATOR ROAD) WIDENING PROJECT ID. 0042321 FLORENCE COUNTY CONSULTING ENGINEERING FIRMS - N - M A T C H L I N E S T A . 189 + 00 S EE S H EE T 4 O F 10 M AT C H L I NE S T A. 2 40 + 00 S EE S H EET 6 O F 10 M A T C H L I N E S EE S H EET 10 O F 10 M A T C H L I N E S EE S H EET 10 O F 10 5 OF 10 C HU RC H A BC S T O R E DO LL A R G E N E R A L S U B D I V I S I ON W O M A C K GA R D E N S G R EE NHOU S E S F O R E S T L AK E P O ND D ETE N T I ON E X I S T I NG ( A B ANDON E D ) G R O C E R Y A T K I N S ON S P OND D ETE N T I ON P R O P O S E D C C C C C C C A / C C C C C C C C A / C A / C C C C C C C C A / C A / C A / C M M 95 200 205 210 215 220 230 235 24 0 225 95 95 1 0 5 195 123 199 125 G A R D E N GA TE W A Y 127 126 124 125 117 118 122 121 125 239 198 200 201 202 204 205 224 225 226 196 197 196 195 120 238 237 236 235 234 227 224 225 125 223 206 207 222 221 220 209 208 433 432 431 242 241 240 430 429 428 427 426 425 243 244 245 246 247 248 249 250 251 252 418 419 420 421 422 423 424 416 417 253 254 S - 1 07 ( A LL I G A T O R R OAD ) S - 107 ( A LL I GA T O R R OA D ) S - 103 ( OL I V E R R OAD ) S - 103 ( S . KNOLL W OOD R OAD ) S - 107 ( A LL I GA T O R R OAD ) W O M A C K GA R D E NS R OAD OL I V I A L ANE S - 1491 ( W A L K E R S W I NT ON R OAD ) 431 A 250 A L UNN D R I V E S - 136 ( S AVANNAH GR OV E R OAD ) 14' 11 8 ' R 3' R 4' 14' MAT CH E X I S T I NG E DGE OF P AV E ME NT 75 ' T . R. 5 ' S I D E W A L K 5 ' S I D E W A L K 15' 5 ' S I D E W A L K 5' SIDEWALK 120 ' T . R. 5 ' S I D E W A L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5 ' S I D E W A L K 5' SIDEWALK 5 ' S I DE WAL K 5 ' S I DE WAL K 15 0 ' T A P E R 14' 11' 11 ' 1 1 ' 11' 18.5' 11' 14' 135 ' T A P E R 5 ' S I D E W A L K 20 0 ' S T ORAGE 670 ' R 200' STORAGE 15' 1 2 ' 12 ' 12 ' 67 0 ' R 67 0 ' R 200 ' S T ORAGE 200 ' S T O R A G E 670 ' R 67 0 ' R 12' 12' 14' 14' 12' 12' 200 ' S T ORAGE 15' 12' 12' 14' 14' 12' 14' 12' 15' 12' 12' 14' 14' 12' 12' 6 70 ' R 12' 14' 12' 12' NE W 50 ' R / W NE W 5 0 ' R / W NE W 6 0 ' R / W NE W 60 ' R / W N E W R / W NE W 50 ' R / W N E W 60 ' R / W N E W 50 ' R / W P / L = N E W R / W NE W 6 0 ' R / W NE W 40 ' R / W NE W 40 ' R / W N E W 55 ' R / W R / W V A R I E S N E W 55 ' R / W N E W 55 ' R / W N E W 55 ' R / W N E W 55 ' R / W N E W 70 ' R / W N E W 70 ' R / W N E W 55 ' R / W N E W 50 ' R / W N E W 55 ' R / W N E W 55 ' R / W N E W 55 ' R / W N E W 5 5 ' R / W N E W 4 5 ' R / W NE W 60 ' R / W P / L = N E W R / W N E W 55 ' R / W N E W 50 ' R / W NEW 55' R/W N E W 65 ' R / W NE W 60 ' R / W P / L = N E W VA R I A B LE R / W N E W 180 ' R / W N E W 180 ' R / W N E W 5 5 ' R / W N E W 55 ' R / W N E W 55 ' R / W N E W 65 ' R / W N E W 65 ' R / W N E W 6 5 ' R / W N E W 6 0 ' R / W
Transcript of CONSULTING & ENGINEERING · south carolina department of transportation public hearing...
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
