first citizens bank & trust co public … kimberly moore wright teresa moore rue gift trust gift...

1
v v v v v v v v v v v v v v v v v GRADE POINT C L 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 . 0 2 12' 30' 12' GROUND ORIGINAL 2 : 1 MAX 2 : 1 MA X GROUND ORIGINAL 2' POSTED SPEED: 45 MPH FUNCTIONAL CLASSIFICATION: ARTERIAL 10' 0 . 02 0 . 02 12' 12' GROUND ORIGINAL 2 : 1 MAX 2 : 1 MA X GROUND ORIGINAL 2' 12' 12' -US 70 / NC 50- US 70 / NC 50 0 . 0 2 10' 0 . 0 2 0 . 0 2 0 . 0 2 GRADE POINT 8' - 40' VAR. 12' 12' 12' -YRPA- 10' 12' 4' 4' 15' 15' 12' 12' 9" 9" 9" C L C L GROUND ORIGINAL 2 : 1 MAX 2 : 1 MAX GROUND ORIGINAL GROUND ORIGINAL 2 : 1 MAX 2 : 1 MA X GROUND ORIGINAL 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 C L -YRPASPURLT- -HAMMOND ROAD 4' 9" GRADE POINT C L 10' SHOULDER WIDTH AND TYPE: 10' BERM LANE WIDTHS: 12' 0 . 02 0 . 02 GROUND ORIGINAL 2 : 1 MAX 2 : 1 MAX GROUND ORIGINAL 2' DESIGN CRITERIA URBAN TYPICAL SECTION TIMBER DRIVE -RAMPS / SPURS- 10' 2' 0 . 02 2 : 1 MAX 2 : 1 MAX GROUND ORIGINAL GROUND ORIGINAL 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 . 02 0 . 02 GRADE POINT 8' - 40' VAR. 12' 12' 10' 12' 12' C L GROUND ORIGINAL 2 : 1 MA X 2 : 1 MAX GROUND ORIGINAL GROUND ORIGINAL 2 : 1 MAX 2 : 1 MA X GROUND ORIGINAL 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' C L C L -YRPC- -YRPCSPURRT- Wake County, NC Continuous Flow Intersection / Superstreet Hammond Rd. /Timber Drive Intersection of US-70 / NC 50 & 100 50 0 100 200 GRAPHIC SCALE P U B L I C M EET I NG M A P A N I L O R A C H T R O N F O E T A T S N O I T A T R O P S N A R T F O T N E M T R A P E D PROPOSED TRAFFIC SIGNAL EXISTING TRAFFIC SIGNAL LEGEND EXISTING RIGHT OF WAY BUILDINGS EXISTING ROADWAY PROPOSED ROADWAY AND GUTTER TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER TO BE REMOVED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER, EXPRESSWAY GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPERTY LINES EXISTING ROADWAY TO BE REMOVED EXISTING ROADWAY TO BE RESURFACED SIGNAL EXISTING PROPOSED CONTROL OF ACCESS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 800' - 1000' 800' - 1000' U - T U R N KNU C K L E S NO T T O B E P L A C E D I N W E TL AND S O R R I GH T O F W AY S E N S I T I V E A R E A S P O TE N T I A L L Y T O B E U S E D A T A LL I N TE R S E C T I ON S W H E R E P O SS I B LE F U LL C ON T R O L O F A CC E SS W H E R E P O SS I B L E F U L L C ON T R O L O F A CC E SS * * * t h e a m oun t o f t r a ff i c a nd i s s ub j ec t t o c h a ng e T h e n ee d f o r r i gh t t u r n l a n e s i s d e p e nd e n t on C A C A C A C A D I R E C T I ONA L CR O SS OV E R W I T H M E D I AN U - T U R N S 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 ( T I M B E R ROAD ) S R 2026 ( HA MM OND ROAD )/ S R 2812 U S 70 / NC 50 I NTE RS E C T I ON W I T H W AK E C OUNT Y W B S NO. 54031 . 1 . F R1 T I P P ROJ E C T 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 limited utilities are not shown on these maps or on other displays. To provide better visual clarity, existing and proposed UTILITY INFORMATION: PUBLIC MEETING MAP WAKE COUNTY WBS NO. 54031.1.FR1 TIP PROJECT U-5744 SHEET 1 OF 1 ALTERNATIVE 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 point NOTE: 129 105 95 86 P U B L I C M EET I NG M A P ( T I M B E R ROAD ) S R 2026 ( HA MM OND ROAD )/ S R 2812 U S 70 / NC 50 I NTE RS E C T I ON W I T H W AK E C OUNT Y W B S NO. 54031 . 1 . F R1 T I P P ROJ E C T U - 5744 A N I L O R A C H T R O N F O E T A T S N O I T A T R O P S N A R T F O T N E M T R A P E D W W v v H A MM OND R D ( S R 2026 ) T I M B E R DR ( S R 2 81 2 ) J E SS UP DR M c C O R M I C K S T D R E X M E R E S T ( S R 2538 ) M E C HAN I C A L B L VD O L D M E C HAN I C A LC T L OO P R D C O L DW A TE R DR SIGNAL EXISTING SIGNAL EXISTING SIGNAL EXISTING SIGNAL EXISTING TARGET WILLIAMS SHERWIN SIGNAL EXISTING FIRST CITIZENS BANK #998 FIRST CITIZENS BANK #998 GIFT TRUST THE THE KIMBERLY MOORE WRIGHT TERESA MOORE RUE GIFT TRUST GIFT TRUST THE THE KIMBERLY MOORE WRIGHT TERESA MOORE RUE GIFT TRUST KENNETH BROCK SR HARRISON EDWARDS, EDWARDS, SHERRI LOUREIRO, NELSON SPM INVESTORS LLC SOUTHSTAR LLC GARNER LTD PTNRP INVESTORS 6000C LP FIRST STATES R & M PROPERTIES BANK OF N C FIRST UNION NATIONAL CHICK FIL A INC MARSHALL FIELD STORES INC BRE THRONE GARNER TOWNE SQUARE LLC WOODALL, MABEL D HOLINESS CH THE CAPITAL PENTECOSTAL CAPITAL PENTECOSTAL HOLINESS CHURCH THE SRISWAMI INC FAMILY LP HADIED TRUSTEE SMITH, MARVIN L HEIRS SMITH, HELEN CAPITAL PENTECOST HOLINESS CHURCH J&S PETRO LLC 2 LLC KOTIS GARNER RALEIGH FIRST CHURCH OF NAZERENE WILLIAM H BALL, ZACHARY LEE BLACKBURN, INC CHURCH BAPTIST WITNESS LIVING RUTH N WADDELL, RICHARD T WADDELL, MCGEE JEAN FRANKS, PHILLIP LEON HOWELL, MERRITT NANCY NEIGHBORS, JOYCE M CHEEK, JAYE W CHEEK, JR ROBERT D GADDY, DEBORAH S HAZEL, WILLIAM DENNIS HAZEL, GEORGIA H PHILLIPS, SEAN T SLAVEN, MICHAEL A RIVERA, SHAFI MOHAMMAD KHAN, REBECCA A LASANE, GEORGE T JR HARDY, JANE C W ROGERS, ROGERS, JOHN KAREN R. WATKINS, RICKEY G. SR. WATKINS, JO PENNY DORMAN, RAYFIELD, JUDY P EUGENE RAYFIELD, BEVERLY AND TRUST CO FIRST CITIZENS BANK FIRST CITIZENS BANK & TRUST CO 70 50 5 0 70 C A C A C A C A C A

Upload: vannguyet

Post on 06-May-2018

219 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: FIRST CITIZENS BANK & TRUST CO PUBLIC … KIMBERLY MOORE WRIGHT TERESA MOORE RUE GIFT TRUST GIFT TRUST THE THE KIMBERLY MOORE WRIGHT TERESA MOORE RUE GIFT TRUST KENNETH BROCK SR HARRISON

v

v

v

v

v

v

v

v

v

v

v

v

v

v

v

v

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

PU

BLIC

ME

ETIN

G

MA

P

ANIL

O

RA

C

HT

RO

N

FO E

TATS

NOITAT

R

OP

SN

AR

T

FO

T

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

C

A

C

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

G

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

NIC

AL BLV

D

OLD M

ECHANI

CAL CT

LOOP RD

CO

LDW

ATER D

R

SIGNALEXISTING

SIGNALEXISTING

SIGNALEXISTING

SIGNALEXISTING

TARGET

WILLIAMSSHERWIN

SIGNALEXISTING

FIRST CITIZENS BANK #998

FIRST CITIZENS BANK #998

GIFT TRUST THE THE KIMBERLY MOORE WRIGHT

TERESA MOORE RUE GIFT TRUST

GIFT TRUST THETHE KIMBERLY MOORE WRIGHT

TERESA MOORE RUE GIFT TRUST

KENNETH BROCK SRHARRISON EDWARDS,

EDWARDS, SHERRI

LOUREIRO, NELSON

SPM INVESTORS LLC

SOUTHSTAR LLCGARNER

LTD PTNRPINVESTORS 6000C LP

FIRST STATES

R & M PROPERTIES

BANK OF N CFIRST UNION NATIONAL

CHICK FIL A INC

MARSHALL FIELD STORES INC

BRE THRONE GARNER TOWNE SQUARE LLC

WOODALL, MABEL D

HOLINESS CH THECAPITAL PENTECOSTAL

CAPITAL PENTECOSTAL HOLINESS CHURCH THE

SRISWAMI INC

FAMILY LPHADIED

TRUSTEESMITH, MARVIN L

HEIRSSMITH, HELEN

CAPITAL PENTECOST HOLINESS CHURCH

J&S PETRO LLC

2 LLCKOTIS GARNER

RALEIGH FIRST CHURCH OF NAZERENE

WILLIAM HBALL,

ZACHARYLEE

BLACKBURN,INC

CHURCHBAPTISTWITNESS

LIVING

RUTH NWADDELL,

RICHARD TWADDELL,

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

KAREN R.WATKINS,

RICKEY G. SR. WATKINS,

JO PENNYDORMAN,

RAYFIELD, JUDY PEUGENE

RAYFIELD, BEVERLY

AND TRUST COFIRST CITIZENS BANK

FIRST CITIZENS BANK & TRUST CO

70

50

50

70

C

A

C

A

C

A

C

A

C

A