U5301 rdy phm ALT2A Expressway-Superstreet psh 01-Default · To provide greater visual clarity,...

Page 1

GROUND

ORIGINAL

GROUND

ORIGINAL

BASEBALL FIELD

ATHLETIC FIELD

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LONG JUMP

GOAL POST

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6' S/W

6.5' S/W

10' S/W

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8'

S/

W

8' S/W

8' S/

W

8' S/

W

7.3

5'

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8' S/W

6' S/W

6' S/W

10'

S/

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15'

S/

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6' S/W

6'

S/

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6'

S/

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6'

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6' S/W

6' S/W

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8' S/

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LIN

E

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LIN

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10'

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20' PUBLIC U

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20' PUBLIC UTIL ESMT.

30' P

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CELL #1

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20'

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IMPACTS AND DRIVEWAY TIES

be determined during final design using final surveys.using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this

IMPACTS AND DRIVEWAY TIES

be determined during final design using final surveys.using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this

2016 NCDOT AERIAL PHOTOGRAPHY

LEGENDLEGEND

BUILDINGS

EXISTING RIGHT-OF-WAY

IMPACTS AND DRIVEWAY TIES

be determined during final design using final surveys.using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this

IMPACTS AND DRIVEWAY TIES

be determined during final design using final surveys.using final ground surveys. Final driveway locations will also designers will attempt to minimize impacts where feasible preliminary ground surveys. During the final design stage, hearing map are based off of preliminary designs and Limits of construction and their impacts shown on this

2016 NCDOT AERIAL PHOTOGRAPHY

EXISTING RAILROAD RIGHT-OF-WAY

EXISTING ROADWAY

EXISTING ROADWAY TO BE REMOVED

EXISTING CONCRETE SIDEWALK

POTENTIAL IMPACT AREA

PROPOSED ROADWAY

AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

PROPERTY LINES

PROPOSED MULTIUSE TRAIL

LEGENDLEGEND

BUILDINGS

EXISTING RIGHT-OF-WAY

EXISTING RAILROAD RIGHT-OF-WAY

EXISTING ROADWAY

EXISTING ROADWAY TO BE REMOVED

EXISTING CONCRETE SIDEWALK

POTENTIAL IMPACT AREA

PROPOSED ROADWAY

AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

LAKES, RIVER, STREAMS AND PONDS

EXISTING UTILITY EASEMENT

PROPOSED TRAFFIC SIGNAL

UTILITY INFORMATION:

preliminary and are subject to change.

shown on these maps, including utility easements, are

major existing and potential utility easements. The designs

information shown on these maps is limited to locations of

are not shown on these maps or on other displays. The utility

To provide greater visual clarity, existing and proposed utilities

UTILITY INFORMATION:

preliminary and are subject to change.

shown on these maps, including utility easements, are

major existing and potential utility easements. The designs

information shown on these maps is limited to locations of

are not shown on these maps or on other displays. The utility

To provide greater visual clarity, existing and proposed utilities

PROPERTY LINES

PROPOSED MULTIUSE TRAIL

LAKES, RIVER, STREAMS AND PONDS

EXISTING UTILITY EASEMENT

PROPOSED TRAFFIC SIGNAL

EXISTING STRUCTURES TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED

CITY LIMIT LINE CITY LIMIT LINE

2040ADT

US HWY 64

Duncan Rd.Laura

Duncan Rd.Laura

201611300

9100

40000 41600

2700 4400

24002500

72300

26500

8600

71700

63004200

17100

11300

2040ADT

US HWY 64

201617300

38400 42700

3200 7200

35003200

Pine Dr.Lake

Pine Dr.Lake

13600

33300

71700

9600

75400

500 4500

19400

13800

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

0100 50 100 200

Maximum SuperelevationDesign SpeedFunctional Classification

DESIGN DATA

0100 50 100 200

Maximum SuperelevationDesign SpeedFunctional Classification

full size ?? minutes to print to paper2 minutes to compress20 minutes to process to PDFfull size, 100 scale, 36 X 109print to adobe pdf using Raleigh pdf creator driverU:\Roadway\iFiles\designhearingmap.tbl

(ENGLISH)

SEE S

HEET 2

MA

TC

HLIN

E ST

A. 195+

00

= 0.08= 60 MPH= EXPRESSWAY

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DESIGN DATA

0100 50 100 200

Maximum SuperelevationDesign SpeedFunctional Classification

DESIGN DATA

0100 50 100 200

Maximum SuperelevationDesign SpeedFunctional Classification

(ENGLISH)

= 0.08= 60 MPH= EXPRESSWAY

ROLL 1 OF 2

PUBLIC MEETING MAP

RO

LL 1

OF 2

RO

LL 1 O

F 2

TIP PROJECT U-5301

WAKE COUNTY, NORTH CAROLINA

WEST OF US 1 INTERCHANGE

FROM WEST OF LAURA DUNCAN RD TO

PROPOSED US 64 CORRIDOR IMPROVEMENTS

DRIVE - TIGHT DIAMOND INTERCHANGE)DUNCAN ROAD - TEAR DROP INTERCHANGE, LAKE PINE

CONCEPT 2: EXPRESSWAY - SUPERSTREET (LAURA

DRIV

E - TIG

HT

DIA

MO

ND IN

TE

RC

HA

NG

E)

DU

NC

AN

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HA

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E, L

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EC

ON

CEP

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EX

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WA

Y - S

UP

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OR

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RO

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TE

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AK

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ON

CEP

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XP

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WA

Y - S

UP

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ST

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UN

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OR

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LIN

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US 1 I

NT

ER

CH

AN

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FR

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WES

T

OF

LA

UR

A

DU

NC

AN

RD

TO

PR

OP

OS

ED

US 64 C

OR

RID

OR IM

PR

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EM

EN

TS

TIP P

ROJE

CT

U-5301

PU

BLIC

ME

ETIN

G

MA

P

JU

NE 2018

JU

NE 2018

JUNE 2018

0.020.02

6:1

2:1

4:1

2:1

6:16:1

GROUND

ORIGINAL

SLOPESVARIABLE

.08

SLOPESVARIABLE

EXIST

6:1

2:1

4:1

2:1

6:16:1

GROUND

ORIGINAL

SLOPESVARIABLE

.08

SLOPESVARIABLE

EXIST

TYPICAL SECTION NO. 3

LAURA DUNCAN

CLUS 64

8' 8'12'12'

0.020.02.02

2:1

2:1

GROUND

ORIGINAL

GROUND

ORIGINAL

SIDEWALK

.02

2:1

2:1

GROUND

ORIGINAL

GROUND

ORIGINAL

SIDEWALK

TYPICAL SECTION NO. 4

LAKE PINE

CL

2'10'

14' W/ GR

2' 10'

14' W/ GR12'12' 12'

US 64

4.5'

WALKSIDE5'4.5'

WALKSIDE5'

0.040.020.02 0.04

0.02 0.02.08.08

0.02 0.02

6:1

2:1

4:1

2:1

6:16:1

SLOPESVARIABLE

GROUND

ORIGINAL

SLOPESVARIABLE

6:1

2:1

4:1

2:1

6:16:1

SLOPESVARIABLE

GROUND

ORIGINAL

SLOPESVARIABLE

LANEAUX

LANEAUX

TYPICAL SECTION NO. 2

6 LANE EXPRESSWAYUS HWY 64

18'6'10'

30'GROUND

ORIGINAL

18' 6' 10'

30' GROUND

ORIGINAL

CL

SHOULDERPAVED

SHOULDERPAVED

12'12' EXIST 12' EXIST 12' EXIST 10'4'4'

PSEXIST

PSEXIST

12' EXIST12' 19'19'10'

US 64

BST

CC

F F FC

CC

F

F

FF

F FF

F

F

F F

F F

CCC

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F

F

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36"

BK

WA

LL

CONC

16' BST

16' BST

5' C

ON

C

48" C

HL

48" C

HL

48" C

HL

48" CHL

3S

FD

CS

X

RAIL

RO

AD

18" RCP

18" RCP

96" CHL

96" CHL

MTL

MTL

MTL

MTL

RIP R

AP

16' G

R

22' B

ST

15' B

ST

60"

WD

24" R

CP

60"

WD

12' C

ONC

15' C

ONC

CO

NC

1SFD

12" RCP

12' C

ONC

CONC

2SB

KD

2SFD

S

22' B

ST

3SB

KB

US

BST

BST

SWITCH

SWITCH

CS

X

RAIL

RO

AD

72" WD

72"

WD

72"

WD

72" WD

72"

WD

72" WD

48" CHL

48"

CH

L

48" C

HL

48"

CH

L

S

2SFD

2SF

D

S

S

MTL

MTL

SS

36" R

CP

ME

RC

HA

NT

DR 27'

BS

T

CONC

CONC

BST

BST

BST

BST

BST

BST

BST BST

CONC

CONC

CONC

BST

CONC

CONC

BST

BST

BST

BST

BST

CONC

18' BST

LAURA VILLAGE RD 28' BST

BST

BST

BST

BST

8' BLK WALL

84"

CO

NC

CONC

CO

NC

25'

BS

T

1SB

KB

US

1SBKBUS

MTL1SBKBUS

TA

NK

CA

PS

ATM

TANK CAPS

CONC

CONC

CONC

BST

MTL CAN2SBKBUS

BST

BST

MTL

60" CONC

CONC

36" RCP

GR

BST

BS

T

BS

T

BS

T

BS

T

BS

T

BST

BST

10' BST

10' B

ST

22' BS

T

10' B

ST

37' BST

21' B

ST

BST

BST

12" RCP

10' C

ONC

12" RCP

9' B

ST

1SBKBUS

BST

CONC

1SB

KD

12' CONC

1SBKD

2SBKD

2' CONC WALL

12' CONC

CO

NC

G

G

48" CHL

72" WD

12"

RC

P

2S

BK

D

2S

BK

D

S

48" CHL

48" CHL

48" CHL

2S

BK

D2S

BK

D

G

2S

BK

D

48" CHL

12"

RC

P

12"

RC

P

10' CONC

10' CONC

CO

NC

CO

NC

CO

NC

10' CONC

10' CONC

12"

RC

P

10' CONC

10'

CO

NC

12" RCP

34' B

ST

12"

RC

P

2SBKD

72" CHL

10'

CO

NC

CONC

72" C

HL

72" C

HL

48" C

HL

2SBKD

60" VIN

YL

2SBKD

S

16' C

ON

C

10' C

ONC

CONC

CONC

72" WD

2S

BK

D

2S

BK

D

2S

BK

D

2S

BK

D2S

BK

D

2S

BK

D

10' CONC

10' CONC

10' CONC

10' CONC

12' CONC

CONC

CO

NC

12"

RC

P

SC

HO

OL

HT

R

SC

HO

OL

HT

R

BASEBALL FIELD

APEX HIG

H SCHOOL

APEX HIGH SCHOOL

48"

MTL

48" MTL

48" MTL

48" MTL

48" MTL

48" MTL

1SBKBUS

48" CONC WALL

CO

NC

BST

BST

BST

BST

POOL

CO

NC

2SBKD

2SBKD

2SB

KD

2S

BK

D

1SB

KD

S

S

S

S

S

S

S

S

CO

NC

PO

OL

10' CONC

10' CONC

S

2S

BK

D2S

BK

D

72" WD

72"

WD

48"

CO

NC

WALL

24' BST

18" C&G

1SBKD

2S

BK

D

2S

BK

D

10' C

ONC

10' CONC

10' CONC

10' CONC10' CONC

10' CONC

10' C

ONC

10' CONC

S

S

S

60" W

D

2SBKD

2SBKD

10' C

ONC

15' C

ONC

1SBKD

1SF

D

2S

BK

D1S

BK

D2SBKD

2SBKD

2S

BK

D

24' C

ON

C

10' C

ONC

72" WD

72"

WD

72" WD

18' CONC

10' CONC

10' CONC

10' CONC

48" WD

48"

WD

2S

BK

D

2S

BK

D

2S

BK

D

S

2SBKD

10' C

ON

CS

48" C

HL 10' CONC

10' C

ON

C

S

S

2S

BK

D

1SB

KD

10' CONC

10' CONC

10' CONC

2S

BK

D

2SBKD

2SBKD

10' C

ON

C 10'

CO

NC

10'

CO

NC

48"

WD

10'

CO

NC

10'

CO

NC

10'

CO

NC

2SBKD

2SBKD

2SBKD

72"

WD

72" WD

72" WD

2S

BK

D

2SBKD

72" W

D

10'

CO

NC

10'

CO

NC

10' C

ON

C

10' CONC

2SBKD

2SBKD2SBKD

10' C

ON

C

2SBKD

2SBKD

2SBKD

2S

BK

D

G

48" C

ONC

CO

NC

G

2SBKD

2SBKD

2SBKD

2SBKD2SBKD 2SBKD

2SBKD

2SBKD

2SBKD

2SBKD2SBKD

2SBKD

2SBKD

2S

BK

D

2S

BK

D

10' CONC

10' CONC

10' C

ON

C

CO

NC

14'

CO

NC

10'

CO

NC

18'

CO

NC

G

S

S

SS

CONC

4' CONC

S

CB

CO

NC

CO

NC

CONC

S S

72"

WD

72" WD

72"

WD

U/C

U/C

1SB

KB

US

1SBKBUS

CONC HW

CONC HW

18" R

CP

4' M

TL

12' BLK WALL

CONC RIS

ER

8' B

LK

WA

LL

18'

BL

K

WA

LL

CO

NC

GR

GR

GR

GR

GR

60"

CO

NC

10' BST

U/C

BST

BST

BST

BST

BST

BST

BST

GA

S

CA

PS

BST

BST

CO

NC

CONC

48" B

LK

WA

LL

27'

BS

T

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

CONC

CONC

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

CO

NC

CO

NC

9' BST

36"

RC

P

18" R

CP

24" R

CP

5' CONC

CONC2'X

10

60" CONC

10' BST

10' BST

60" CONC

60" CONC

RIP R

AP

CONC RIS

ER

1SBKBUS

10'

CO

NC

10'

CO

NC

18' CONC

2SBKD

20'

CO

NC

15' C

ON

C

CONC

G

SCAN

SS

10'

BS

T

72"

WD

72"

WD

72"

WD

72" WD

72" WD

72" WD

2SBKD

2SBKD

S S

1SBKD

2S

BK

D

10' C

ON

C

10' CONC

10' C

ONC

CONC HW

MTL

MTL

MTL

MTL

1SB

KD

1SB

KD

G

48"

RC

P

48"

RC

P

54" RCP

54" RCP

60" R

CP

APP

RO

X

72" CONC

APPR

OX

24" RCP

12"

RC

P

12"

RC

P

12"

RC

P

2SBKD

2SBKD

2S

BK

D

10' B

ST S

S

S

S

72" W

D

72" WD

16' CONC

10' C

ON

C

16' C

ON

C

10' C

ON

C

10' C

ON

C

10' C

ONC

GR

S

S

S

S

S

S

1SBKBUS

CO

NC

CONC

9'

BK

WA

LL

RIP

RAP

18"

RC

P

CONC

CO

NC

CONC

1SBKBUS

2S

BK

&B

LK

BU

S

CAN

CONC RIS

ER

18" RCP

G

MTL

MTL

CONC

CONC

3SFAPT

3SFAPT

CONC

CONC

48" CHL

60" C

ON

C

48" C

HL

1SFD

BST

96" C

HL

GR

60" C

ON

C

60" C

ON

C

60" C

ON

C

60" C

ON

C

60" C

ON

C

22' BST

22' BST

60" C

ON

C

60' C

ONC

60'

CO

NC

60' CONC

60' C

ONC

60" C

ON

C

60" C

ON

C

BST

BST

60" C

ONC

60' C

ONC

60' C

ONC

60'

CO

NC

BST

BST

BST

BST

60" CONC

48"

CO

NC

10' CONC

10' CONC

12" B

ST

S

BLK WALL

36"

72" B

LK WALL

MTL

MTL

MTL

60" C

HL

60"

CH

L

60" C

ON

C

60" C

ON

C

60"

CO

NC

60"

CO

NC

60" CONC

60" CONC

72"

BL

K

WA

LL

60" CONC

60" C

ON

C

60" CONC

60" CONC

60" C

ON

C

60" C

ON

C

BST

CONC

60" CONC

60" CONC

CANMTL

22"

BS

T

25'

BS

T

25'

BS

T

60"

CO

NC

60"

CO

NC

BST BST

96" B

ST

96" B

ST

10' BST

96" BST

96" BST

96" B

ST

96" B

ST

96" BST 96" BST

84" C

ONC

DK

29' B

ST

60"

CO

NC

CO

NC

DK

60"

CO

NC

10' CONC

CO

NC

DK

DK

CO

NC

DK

DK

36" C

ON

C

2SBKDDK

DK

36" CONC

48" C

HL

48"

CH

L

48"

CH

L

48" CHL

48"

CHL

48" C

HL

48" CHL

S

DK

DK

48" CHL

48"

CH

L

48" CHL

48" CHL

48"

CH

L

48" CONC WALL

48" CHL

CO

NC

60" CONC

CONC

60"

CO

NC

12"

RC

P

10' CONC

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ON

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CONC

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ON

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FLAG POLE

72" C

ON

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60" CONC

MTL CAN

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60" C

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MTL

84" CONC

FL

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LE

60" CONC

84" CONC

60" CONC

C

ON

C

60" C

ON

C

48" CONC

10'

CO

NC

10' BST

48" CONC48" CONC

2S

BK

D

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48" CHL

48" CHL

48" CHL

72"

WD

72" WD

10'

CO

NC

110

115

120 12

5

130

135

140

145

160

175

170 180 18

5 190

165

150

155

195

BRANNOCK TRACY PBRANNOCK MICHAEL A

MAYE SHARON DMAYE CLEVON JR

SALEM BAPTIST CHURCH OF APEX NC

KC2 ENTERPRISES LLC

APEX LLCEXCHANGEBELL HNW

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WHEELER STEPHEN EWHEELER GINY FOWLER

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SALEM STREET ARBORETUM CONDO

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CRP-APEX II LLC

CRP-APEX II LLC

BRISTOL SUSANBRISTOL DAVID

COSTCO WHOLESALE CORPORATION

FAITH BAPTIST CHURCH

MERIDIAN AT NICHOLS PLAZA LLC

GAZENBEEK ANN FREEMAN

CROSSROADS HOLDINGS LLC

OWNERS ASSOCIATION INCNICHOLS PLAZA PROPERTY

HENDRICK AUTOMOTIVE GROUP

SHENTON MARILYN ASHENTON WILLIAM T

RESERVE AT MILLS FARM LLC

CSP COMMUNITY OWNER LLC

REGENCY CENTERS LP

REGENCY CENTERS LP

WOMBLE ALBERT B

HENDRICK AUTOMOTIVE GROUP

INVESTMENTS LLCWILLIS PROPERTY

APEX TOWN OF

MACGREGOR CENTRE LLC

MACGREGOR MEDICAL LLC

MACGREGOR CENTRE LLC

MACGREGOR CENTRE LLC

MACGREGOR PLAZA LLC

ANDORIA ENTERPRISES LLC

DENISEHARDYJAMIESHAWN ERIC

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MASTER ASSOCIATION INCVILLAGES OF APEX

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PATRICIA JREYNOLDSWILLIAM LREYNOLDS

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WRIGHT LAURA MWRIGHT JARED M

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QUICK CHERYL EQUICK PATRICK PHEUGEL AMANDA

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TIMOTHY GGREEN

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MARYBETH AH JR NEBLETTNEBLETT JOHN

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BABB ANNE EBABB ROBERT M JR

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ENRIMMER HETTY RIMMER JAMES

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HINSON LAURA CHINSON TIMOTHY M

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ENTERPRISES INCFERGUSON

HOLDING INCESTATE

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GARDENS LPSBI LAKEWOOD

48'

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BEGIN TIP PROJECT U-5301

REGIONAL LIBRARYEVA PERRY

WALLRETAINING

WALLRETAINING

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WALLRETAINING

WALLRETAINING

WALLRETAINING

WALLRETAINING

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ALTERNATIVE 1RAILROAD DETOUR

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