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v GRADE

POINT

CL

10'

DESIGN CRITERIA URBAN

TYPICAL SECTION

SAG: 96

CREST: 84

MAXIMUM K FACTORS:

MAXIMUM GRADE: 7%

MAXIMUM RATE OF SUPERELEVATION: 0.04'/'

MINIMUM RADIUS: 926'

DESIGN SPEED: 50 MPH

SHOULDER WIDTH AND TYPE: 10' BERM

LANE WIDTHS: 12'

0.02 0.02

12'30' 12'

GROUNDORIGINAL

2:1 MAX

2:1 M

AX

GROUNDORIGINAL

2'

POSTED SPEED: 45 MPH

FUNCTIONAL CLASSIFICATION: ARTERIAL

10'

0.02 0.02

12'12'

GROUNDORIGINAL

2:1 M

AX

2:1 MAX

GROUNDORIGINAL

2' 12' 12'

-US 70 / NC 50-

US 70 / NC 50

0.02

10'

0.020.020.02

GRADE

POINT

8' - 40'

VAR. 12' 12' 12'

-YRPA-

10' 12' 4'

4'

15' 15' 12' 12'

9" 9" 9"

CLCL

GROUNDORIGINAL

2:1 M

AX

2:1 MAX

GROUNDORIGINAL

GROUNDORIGINAL

2:1 MAX

2:1 M

AX

GROUNDORIGINAL

DESIGN CRITERIA URBAN

TYPICAL SECTION

SAG: 64

CREST: 44

MAXIMUM K FACTORS:

MAXIMUM GRADE: 7%

MAXIMUM RATE OF SUPERELEVATION: 0.04'/'

MINIMUM RADIUS: 533'

DESIGN SPEED: 40 MPH

HAMMOND ROAD / TIMBER DRIVE

SHOULDER WIDTH AND TYPE: 10' BERM

LANE WIDTHS: 12'

POSTED SPEED: 35 MPH

FUNCTIONAL CLASSIFICATION: ARTERIAL

CL-YRPASPURLT- -HAMMOND ROAD

4'9"

GRADE

POINT

CL

10'

SHOULDER WIDTH AND TYPE: 10' BERM

LANE WIDTHS: 12'

0.02 0.02

GROUNDORIGINAL

2:1 MAX

2:1 M

AX

GROUNDORIGINAL

2'

DESIGN CRITERIA URBAN

TYPICAL SECTION

TIMBER DRIVE

-RAMPS / SPURS-

10' 2'

0.02

2:1 M

AX

2:1 MAX

GROUNDORIGINAL

GROUNDORIGINAL

VARIES 4 - 8' 12'

SAG: 26

CREST: 12

MAXIMUM K FACTORS:

MAXIMUM GRADE: 7%

MAXIMUM RATE OF SUPERELEVATION: 0.04'/'

MINIMUM RADIUS: 154'

DESIGN SPEED: 25 MPH

POSTED SPEED: 20 MPH

FUNCTIONAL CLASSIFICATION: ARTERIAL

0.02

10'

0.020.02

GRADE

POINT

8' - 40'

VAR. 12' 12'10' 12' 12'

CL

GROUNDORIGINAL

2:1 M

AX

2:1 MAX

GROUNDORIGINAL

GROUNDORIGINAL

2:1 MAX

2:1 M

AX

GROUNDORIGINAL

DESIGN CRITERIA URBAN

TYPICAL SECTION

SAG: 64

CREST: 44

MAXIMUM K FACTORS:

MAXIMUM GRADE: 7%

MAXIMUM RATE OF SUPERELEVATION: 0.04'/'

MINIMUM RADIUS: 533'

DESIGN SPEED: 40 MPH

HAMMOND ROAD / TIMBER DRIVE

SHOULDER WIDTH AND TYPE: 10' BERM

LANE WIDTHS: 12'

POSTED SPEED: 35 MPH

FUNCTIONAL CLASSIFICATION: ARTERIAL

TIMBER DR

15'15' 4' 12'12'

0.02

9"9" 8.5'9"9" 8'

CL CL-YRPC--YRPCSPURRT-

SCALE:PEN TABLE:

PLOT DRIVER:RASTER OPTIONS -> QUALITY FACTOR:

LEVEL OVERRIDES:

200 (for FULL Size)roadway_v8_PHM.tbl (auto loads w/ plt cfg)PDF_color_NCDOT_hearingmap.pltcfg (J:\TIP\R-2574\Roadway\Plot)10 (auto loads w/ plt cfg)ON

Wake County, NCContinuous Flow Intersection / Superstreet

Hammond Rd. /Timber DriveIntersection of US-70 / NC 50 &

100 50 0 100 200

GRAPHIC SCALE

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ANIL

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RO

N

FO E

TATS

NOITAT

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OP

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AR

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N

EMTRAPED

PROPOSED TRAFFIC SIGNAL

EXISTING TRAFFIC SIGNAL

LEGEND

EXISTING RIGHT OF WAY

BUILDINGS

EXISTING ROADWAY

PROPOSED ROADWAY

AND GUTTER TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVEDEXISTING STRUCTURES, ISLAND, CURB

AND GUTTER, EXPRESSWAY GUTTERPROPOSED STRUCTURES, ISLAND, CURB

PROPERTY LINES

EXISTING ROADWAY TO BE REMOVED

EXISTING ROADWAY TO BE RESURFACED

SIGNALEXISTING

PROPOSED CONTROL OF ACCESS

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

800' - 1000'

800' - 1000'

U-TURN KNUCKLES NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREASPOTENTIALLY TO BE USED AT ALL INTERSECTIONS

WHERE POSSIBLEFULL CONTROL OF ACCESS

WHERE POSSIBLEFULL CONTROL OF ACCESS

*

*

*the amount of traffic and is subject to changeThe need for right turn lanes is dependent on

C

A

C

A

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A

DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS

202

200

10

8

20

19 498

362

2040 ADT

2017 ADT

PER DAY IN 100s

NUMBER OF VEHICLES

522

370

HAMMOND RD

SR 2026

TIMBER DR

SR 2812

NC 50

US 70

NC 50

US 70

246

230

(TIM

BE

R

RO

AD)

SR

2026 (H

AM

MO

ND

RO

AD) / S

R

2812

US 70 / N

C 50 IN

TE

RS

EC

TIO

N

WIT

H

WA

KE

CO

UN

TY

WB

S

NO. 5

4031.1.F

R1

TIP P

ROJE

CT

U-5744

are preliminary and are subject to change.The designs shown on these maps, including utility easements,to locations of major existing and potential utility easements.The utility information shown on these maps are limitedutilities are not shown on these maps or on other displays.To provide better visual clarity, existing and proposedUTILITY INFORMATION:

PUBLIC MEETING MAP

WAKE COUNTY

WBS NO. 54031.1.FR1TIP PROJECT U-5744

SHEET 1 OF 1ALTERNATIVE 1

PROPOSED POTENTIAL IMPACT AREA

Full Control of Access is proposed at all U-Turn bulb locations.

point may be considered.(for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access pointNOTE:

129

105

95

86

PU

BLIC

ME

ETIN

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MA

P

(TIM

BE

R

RO

AD)

SR

2026 (H

AM

MO

ND

RO

AD) / S

R

2812

US 70 / N

C 50 IN

TE

RS

EC

TIO

N

WIT

H

WA

KE

CO

UN

TY

WB

S

NO. 54031.1.F

R1

TIP P

ROJE

CT

U-5744

ANILO

RA

C

HT

RO

N

FO ETATS

NOITATR

OP

SN

AR

T

FO

T

N

EMTRAPED

W

W

v

v

HAMMOND RD (SR 2026)

TIMBER D

R (S

R 2812)JE

SSUP D

R

McC

OR

MIC

K ST

DREXMER

E ST

(SR 2538)

MEC

HA

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AL BLV

D

OLD M

ECHANI

CAL CT

LOOP RD

CO

LDW

ATER D

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SIGNALEXISTING

SIGNALEXISTING

SIGNALEXISTING

SIGNALEXISTING

TARGET

WILLIAMSSHERWIN

SIGNALEXISTING

FIRST CITIZENS BANK #998

FIRST CITIZENS BANK #998

GIFT TRUST THE THE KIMBERLY MOORE WRIGHT

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EDWARDS, SHERRI

LOUREIRO, NELSON

SPM INVESTORS LLC

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FIRST STATES

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BANK OF N CFIRST UNION NATIONAL

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WOODALL, MABEL D

HOLINESS CH THECAPITAL PENTECOSTAL

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SRISWAMI INC

FAMILY LPHADIED

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2 LLCKOTIS GARNER

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WILLIAM HBALL,

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LIVING

RUTH NWADDELL,

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MCGEEJEAN

FRANKS,PHILLIP

LEONHOWELL,

MERRITTNANCY

NEIGHBORS,

JOYCE MCHEEK,JAYE WCHEEK,

JRROBERT D

GADDY,

DEBORAH SHAZEL,WILLIAMDENNISHAZEL, GEORGIA H

PHILLIPS,

SEAN TSLAVEN,

MICHAEL ARIVERA,

SHAFIMOHAMMAD

KHAN,

REBECCA ALASANE,

GEORGE T JRHARDY,

JANE CW ROGERS,

ROGERS, JOHN

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JO PENNYDORMAN,

RAYFIELD, JUDY PEUGENE

RAYFIELD, BEVERLY

AND TRUST COFIRST CITIZENS BANK

FIRST CITIZENS BANK & TRUST CO

70

50

50

70

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