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FINLEY G
OLF C
OURSE RD
RALEIGH RD / NC 54 RALEIGH RD / NC 54
FRID
AY
CEN
TER
DR
TH
E E
XC
HA
NG
E
PRES
TWICK
RD
(W2)
(R)
(W)
TEE BOXEXISTING
(B)
(G)
(TH)30" CMP
30" CMPTPSS #3
HOLE 6
HOLE 3
HOLE 2
SEE STATION PLANSEXISTING PARK & RIDE
LINES (TYPICAL)EXISTING PROPERTY
TO BE REDESIGNEDFINLEY GOLF COURSE RD
MITIGATION PLANS
SEE GOLF COURSE
SEE STA
TIO
N
PLA
NS
URS Corporation - North Carolina
Prepared in the Office of
GRAPHIC SCALES
NC Lic.# C-2243Phone (919)461-1100 Fax (919)461-1415
Morrisville, North Carolina 275601600 Perimeter Park Drive, Suite 400
PROFILE
PLAN &SHEET:
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
3/30/2015
STATION
LEGEND
WETLANDS
DO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS
CONCEPT PLANS ONLY
BRIDGE PIERS
AT-GRADE TRK
ELEVATED TRK
0
0
0
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
00 4020 20
100 200100
100 200100
10
PLAN
CO
UR
SE
RD
FIN
LE
Y
GO
LF
PI = 160+73.00
EL = 296.54’
(-) 1.81%
(-) 3.00%
VC = 140’
PI = 166+24.00
EL = 280.00’
VC = 410’
PI = 172+00.00
EL = 285.80’
(+) 1.01%
VC = 330’
PI = 183+73.00
EL = 317.88’
(+) 2.74%
VC = 400’
V = 45 MPH
V = 55 MPH
V = 55 MPH
V = 55 MPH
TOP OF RAIL
EXISTING GROUND
(+) 0.62%
DRIV
E 15’ MIN
SC Sta. 19
1+30.9
2
TS
Sta. 19
1+88.4
2
SC Sta. 19
2+33.4
2
175+00
SE
G
C2
A P
OT Sta. 16
0+00.0
0
SE
G
B
POT Sta. 132+58.72
HAMILTON RD STATION
FRIDAY CENTER DR STATION
R=450’
V=25
R=450’
V=25V=35
R=1000’
R=500’
V=20
TS Sta. 16
0+90.0
4
SC Sta. 16
2+00.0
4
CS Sta. 16
3+63.8
5
ST Sta. 16
4+73.8
5
TS Sta. 16
6+91.3
9
SC Sta. 16
8+01.3
9
CS
Sta. 16
9+05.8
3
ST
Sta. 17
0+15.8
3
TS
Sta. 17
1+09.7
3
SC Sta. 17
1+99.7
3
CS
Sta. 17
2+15.2
1
ST
Sta. 17
3+05.2
1
TS
Sta. 18
1+37.6
2
SC Sta. 18
2+07.6
2
CS Sta. 18
5+58.10
ST Sta. 18
6+28.10
165+0
0
170+00
175+00 180+00
185+
00
190+00
SE
G
C1 P
OT Sta. 16
0+00.0
0
SE
G
B
POT Sta. 132+58.72
FRID
AY CEN
TER
DR
STATI
ON
160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186
250
230
270
290
310 310
290
270
250
230
PLAN AND PROFILE
SEGMENT C
C1 - 01
330 330
C1
SEG-CSEG-B
FINLEY GOLF COURSE TO FRIDAY CENTER - C1 ALTERNATIVE
270
270
280
280
280
280
290
290
290
290
290
290
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
310
310
310
310
URS Corporation - North Carolina
Prepared in the Office of
GRAPHIC SCALES
NC Lic.# C-2243Phone (919)461-1100 Fax (919)461-1415
Morrisville, North Carolina 275601600 Perimeter Park Drive, Suite 400
PROFILE
PLAN &SHEET:
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
3/30/2015
STATION
LEGEND
WETLANDS
DO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS
CONCEPT PLANS ONLY
BRIDGE PIERS
AT-GRADE TRK
ELEVATED TRK
0
0
0
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
00 4020 20
100 200100
100 200100
10
PLAN
NC-54VIL
LA
GE
DR
ME
AD
OW
MO
NT
LRT STATIONFRIDAY CENTER DR
VIL
LA
GE
CIR
ME
AD
OW
MO
NT
BA
RB
EE
CH
AP
EL R
D
LRT STATIONMEADOWMONT
SP
RU
NT
ST
PI = 192+75.00
EL = 323.52’
VC = 280’PI = 199+40.00
EL = 318.49’
(-) 0.76%
(-) 5.00%
VC = 210’
PI = 203+42.00
EL = 298.39’ PI = 208+15.00
EL = 296.48’
(-) 0.40%
PI = 212+24.00
EL = 304.20’
(+) 1.89%
VC = 320’
V = 55 MPH
V = 55 MPH
V = 55 MPH
V = 55 MPH
V = 55 MPH
VC = 130’
VC = 100’
(+) 0.29%
XOVER 14FT TCNO 8 DBL
EXISTING GROUND
TOP OF RAIL15’ MIN
15’ MIN
(+) 0.62%
16.5’ MIN
MEA
DO
WM
ONT
LN ST
ATIO
N
R=500’
V=20
R=600’
V=25
R=600’
V=25
R=600’
V=25
TS Sta. 181+37.62
SC Sta. 182+
07.62
CS Sta. 18
5+58.10
ST Sta. 18
6+28.10
TS Sta. 189+95.84
SC Sta. 19
0+85.84
CS
Sta. 19
4+38.3
4
ST
Sta. 19
5+28.3
4
TS
Sta. 19
8+91.28
SC Sta. 19
9+81.28
CS Sta. 202+12.24
ST Sta. 203+02.24
TS Sta. 2
08+03.16
SC Sta. 2
09+13.16
CS Sta. 2
16+95.82
ST Sta. 2
18+05.82
185+00
190+00
195+00
200+00
205+
00
210+0
0215+00
FRIDAY C
ENTER D
R STATION
RA
LEIG
H
RD / N
C 54
MEADOWMONT LN
FRIDAY C
ENTER DR
MEADOWMONT LN
GREEN
CED
AR LN
BA
RBEE C
HAPEL RD
BARBEE C
HAPEL R
D
SPRU
NT ST
CEDAR BREEZE LN
MEA
DOW
MO
NT VI
LLAGE
CIR
CROSS OVERNO 8 DBL
SIGNAL HOUSE #2
SEE STA
TIO
N
PLA
NS
EXIS
TIN
G
PA
RK
&
RID
E
BE REDESIGNEDSPRUNT ST TO
TO BE REDESIGNEDBARBEE CHAPEL RD
TO BE REDESIGNEDMEADOMONT LN
SEE STATION PLANS
SEE STATION PLANS
186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213
250
270
290
310
PLAN AND PROFILE
SEGMENT C
C1 - 02
330
350
250
270
290
310
330
350
FRIDAY CENTER TO GREEN CEDAR LANE - C1 ALTERNATIVE
260
270
270
280
280
280
280
290
290
290
290
290
300
300
300
300
300
310
310
310
310
320
320
330
330
340
350
350
370
380
390
MEADOWMONT
LN
GREEN CEDAR LN
CEDAR
BREE
ZE L
N
CED
AR
PON
D LN
CEDAR BREEZE LN
PA
RK BLU
FF D
R
MO
UN
TAIN
RD
IRO
N
TPSS #4
TO BE REDESIGNEDCEDAR POND LN
TO BE R
EDESIG
NED
MEADOMONT
LN
USACE PROPERTY
URS Corporation - North Carolina
Prepared in the Office of
GRAPHIC SCALES
NC Lic.# C-2243Phone (919)461-1100 Fax (919)461-1415
Morrisville, North Carolina 275601600 Perimeter Park Drive, Suite 400
PROFILE
PLAN &SHEET:
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
3/30/2015
STATION
LEGEND
WETLANDS
DO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS
CONCEPT PLANS ONLY
BRIDGE PIERS
AT-GRADE TRK
ELEVATED TRK
0
0
0
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
00 4020 20
100 200100
100 200100
10
PLAN
ME
AD
OW
MO
NT
LN
CE
DA
R
PO
ND
LN
(+) 0.29%
PI = 219+82.00
EL = 306.40’
VC = 250’
PI = 227+20.00
EL = 317.45’
(+) 1.50%
(-) 3.50%
VC = 610’
V = 55 MPH
V = 55 MPH
EXISTING GROUND
TOP OF RAIL
R=600’
V=25
V=55
R=1500’
SC Sta. 209+13.16
CS Sta. 2
16+95.8
2
ST Sta. 2
18+05.8
2
TS Sta. 221+
10.75
SC Sta. 223+60.75
CS Sta. 235+79.68
ST Sta. 238+29.68
TS Sta. 2
40+30.52
SC Sta. 2
42+80.5
2
215+00
220+00
225+00
230+00
235+
00
240+
00
245+00
REGISTER BOUNDARY
MEADOWMONT NATIONAL
213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240
250
270
290
310
PLAN AND PROFILE
SEGMENT C
C1 - 03
330
350
250
270
290
310
330
350
GREEN CEDAR LANE TO IRON MOUNTAIN ROAD - C1 ALTERNATIVE
245
245
245
245
250
250
250
250
250
250
255
255
255
255
255
255
260
260
260
260
265
265
265
265
270
270
270
275
280
285
285285
285
285
290
290
295
240
250 2
50
250250
250
260
260
270
270
280
280
290
290
URS Corporation - North Carolina
Prepared in the Office of
GRAPHIC SCALES
NC Lic.# C-2243Phone (919)461-1100 Fax (919)461-1415
Morrisville, North Carolina 275601600 Perimeter Park Drive, Suite 400
PROFILE
PLAN &SHEET:
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
4/1/2015
STATION
LEGEND
WETLANDS
DO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS
CONCEPT PLANS ONLY
BRIDGE PIERS
AT-GRADE TRK
ELEVATED TRK
0
0
0
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
00 4020 20
100 200100
100 200100
10
PLAN
GEO
RG
E KIN
G
RD
MO
UN
TAIN
RD
IRO
N
CLE
ORA
DR
LEIGH VILLAGE PARK & RIDE
GEORGE KING RD FOR
PROP NEW ROAD CONNECTING
USACE PROPERTY
USACE
PROPE
RTY
FLOODPLAIN ELEVATION 244.2
PI = 245+15.00
EL = 254.63’
VC = 640’
PI = 256+37.00
EL = 251.26’
(-) 0.30%
VC = 550’(+) 2.43
%
V = 55 MPH V = 55 MPH(-) 3.50%
EXISTING GROUND
TOP OF RAIL
PR
OP
CLE
OR
A
DR
V=55
V=55
R=1400’
R=1500’
TS Sta. 2
40+30.52
SC Sta. 2
42+80.52
CS Sta. 256+48.3
8
ST Sta. 258+98.3
8
TS Sta. 262+11.3
7
SC Sta. 264+61.37
CS
Sta. 271+
03.14
240
+00
245+
00
250+00
255+00
260+00
265+00
270+00
240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267
250
270
290
310
PLAN AND PROFILE
SEGMENT C
C1 - 04
230
210
250
270
290
310
230
210
LEIGH VILLAGE PARK & RIDEGEORGE KING RD FOR
PROP NEW ROAD CONNECTING
IRON MOUNTAIN ROAD TO GEORGE KING ROAD - C1 ALTERNATIVE
KIN
G
RD
GEO
RG
E
245
245
245
245
250
250
250
250
250
255
255
255
255
255
260
260
260
265
265
265
265
265
265
265
265
265
265
265
265
265
270
270
270
270
270
270
270
270
270270
270
270
270
270270
270 270
275
275
275
275
275
275
275
275
275
275
275
275
275
275
280
280
280
280
280
280
280
280
280
280
280280
280
280280
280280
280
280
280280
280
280
280280
280
280
285
285
285
285
285
285
285 285
285
285
285
285
285
285 285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
290
290
290
290
290
290
290
290
290
290290
290
290
290
290
290
290
290
290
290
295
295
295
295
295
295
295295
295
295
295
295
295
295
295
295
295
295
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
305
305
305
305
305
305
305
305
305
305
305
305
305
305
305
305
305
305
310
GEO
RG
E KIN
G
RD
FA
RRIN
GTO
N
RD
V=50
R=1400’
TPSS #5
NS C
ON
NEC
TO
R
EW STREET C
PARK & RIDEFOR LEIGH VILLAGEPROP NEW ROADS
CLEO
RA
DR
LEIGH VILLAGE PARK & RIDEGEORGE KING RD FOR
PROP NEW ROAD CONNECTING SEE STATION PLANS
PROPOSED PARK & RIDE
DEAD END AT TRACKSCRESENT DR TO
HUDSON RD AND
HU
DSO
N
RD
CRESEN
T D
R
URS Corporation - North Carolina
Prepared in the Office of
GRAPHIC SCALES
NC Lic.# C-2243Phone (919)461-1100 Fax (919)461-1415
Morrisville, North Carolina 275601600 Perimeter Park Drive, Suite 400
PROFILE
PLAN &SHEET:
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
3/30/2015
STATION
LEGEND
WETLANDS
DO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS
CONCEPT PLANS ONLY
BRIDGE PIERS
AT-GRADE TRK
ELEVATED TRK
0
0
0
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
00 4020 20
100 200100
100 200100
10
PLAN
LRT STATIONLEIGH VILLAGEPI = 273+56.00
EL = 293.05’
(-) 1.00%
VC = 440’
V = 55 MPH
PI = 281+97.00
EL = 284.64’
VC = 400’
PI = 288+97.00
EL = 305.02’
(+) 2.91% (-) 0.93%
VC = 470’
V = 55 MPH
V = 55 MPH
(+) 2.43%
EXISTING GROUND
TOP OF RAIL
EW
ST
RE
ET
C
PR
OP
NS
CO
NN
EC
TO
R/
LEIGH VILLAGE STATION
V=55
R=1500’
TS Sta. 262+11.37
SC Sta. 264+61.37
CS
Sta. 271+
03.14
ST
Sta. 273
+53.14
265+00
270+00
275+00 280+00
TS
Sta. 280+02.9
7
SC Sta. 281+
22.9
7
285+00
290+
00
295+
00
V=55
R=2300’
267 268 269 270 271 272 273 274 275
270
290
310
330
PLAN AND PROFILE
SEGMENT C
C1 - 05
230
250
270
290
310
330
250
230
276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293
LEIGH VILLAGE STATION - C1 ALTERNATIVE
265
270
270
270
270
275
275
275
275
275
275
275
275
275
275
275
275
280
280
280
280
280
280
280
2802
80
280
280
280
280
280
280
280
280
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
285
290
290
290
290
290
290
290
290
290
290
290
290
290
290
290
290
290
290
290
290290
290
290
290
290
290 290
290
290
290
290
290
290
295
295
295
295
295
295
295
295
295
295
295 295 295
295
295
295
295
295
295
295
295
295
295295
295
295
300
300
300
300
300
300
300
300
300
300
300
300
300
300 300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
305
305
305
305
305
305
305
305
305
305
305
305
305
305
305
310
310
;;;
;
FARRIN
GTO
N
RD
FARRINGTON RD
FARRINGTON RDREDESIGN OF CRE
SENT
DR
INTERSTATE 40
REGISTER BOUNDARY
FARM PROPOSED NATIONAL
WALTER CURTIS HUDSON
URS Corporation - North Carolina
Prepared in the Office of
GRAPHIC SCALES
NC Lic.# C-2243Phone (919)461-1100 Fax (919)461-1415
Morrisville, North Carolina 275601600 Perimeter Park Drive, Suite 400
PROFILE
PLAN &SHEET:
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
4/6/2015
STATION
LEGEND
WETLANDS
DO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS
CONCEPT PLANS ONLY
BRIDGE PIERS
AT-GRADE TRK
ELEVATED TRK
0
0
0
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
00 4020 20
100 200100
100 200100
10
PLAN
PI = 294+08.00
EL = 300.26’
VC = 200’
PI = 299+57.00
EL = 305.76’
(+) 1.00%
(-) 2.97%
VC = 490’PI = 306+07.00
EL = 286.45’
(+) 0.31%
VC = 330’
V = 55 MPH V = 55 MPH
V = 55 MPH
(-) 0.93%
EXISTING GROUND
TOP OF RAILA
T-
GR
AD
E
CR
OS
SIN
G
FA
RRIN
GT
ON
RD
295+00
300+00
305+00
CS
Sta. 306+77.4
3
ST
Sta. 307+97.4
3
310+00
V=55
R=2300’
SE
G
D
Sta. 380+00.0
0
SE
G
C1 Sta. 311+24.6
9
293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311
PLAN AND PROFILE
SEGMENT C
C1 - 06
250
270
290
310
330
350
250
270
290
310
330
350
C1
SEG-C
I-40
SEG-D
D - 01
SEE SHEET
ALONG INTERSTATE 40 - C1 ALTERNATIVE
Recommended