SEGMENT C – C1 ALTERNATIVE - Our Transit...

7
SEGMENT C – C1 ALTERNATIVE PLAN AND PROFILE SHEETS

Transcript of SEGMENT C – C1 ALTERNATIVE - Our Transit...

SEGMENT C – C1 ALTERNATIVE

PLAN AND PROFILE SHEETS

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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)

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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

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PLAN AND PROFILE

SEGMENT C

C1 - 01

330 330

C1

SEG-CSEG-B

FINLEY GOLF COURSE TO FRIDAY CENTER - C1 ALTERNATIVE

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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

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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

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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

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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

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310

PLAN AND PROFILE

SEGMENT C

C1 - 02

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350

FRIDAY CENTER TO GREEN CEDAR LANE - C1 ALTERNATIVE

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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

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290

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PLAN AND PROFILE

SEGMENT C

C1 - 03

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GREEN CEDAR LANE TO IRON MOUNTAIN ROAD - C1 ALTERNATIVE

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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

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PLAN AND PROFILE

SEGMENT C

C1 - 04

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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

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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’

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330

PLAN AND PROFILE

SEGMENT C

C1 - 05

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LEIGH VILLAGE STATION - C1 ALTERNATIVE

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;;;

;

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

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PLAN AND PROFILE

SEGMENT C

C1 - 06

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270

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270

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310

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350

C1

SEG-C

I-40

SEG-D

D - 01

SEE SHEET

ALONG INTERSTATE 40 - C1 ALTERNATIVE