1
C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 10 + 00 15 + 00 20 + 00 25 +00 30 +00 35 +00 C C F F C C C C C F F C F F C C F F C C C C C F F F F C C F F C C C C F F F C C C F C C C C C C C F F F C C F F F C F C C C C C C C C F F F F F C C C C C F F F F C F C C F C C C C 30+00 35 +00 15 +00 20 + 00 25 + 00 C C C C C F C F F F M A T C H L I N E T O R O LL 5 M A T C H L I N E T O R O LL 3 LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT 2018 2040 CEMETERIES EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY TO BE REMOVED LAKES, RIVER, STREAMS AND PONDS PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT LEGEND AND GUTTER BUILDINGS AND GUTTER AND GUTTER PRESENT ADT FUTURE ADT PROPERTY LINES CEMETERIES C A C A 2018 2040 I-95 SBL I-95 NBL I-95 SBL I-95 NBL S R 1856 EL VA W A LL A C E RD . S R 1813 P E RC Y S T RI C KL AND RD . S R 1814 J . T . M A TT H E W S RD . S R 1860 GO R DON W I LL I A M S R D . NOTE: FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED. ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT UTILITY INFORMATION: W L B WLB W L B W L B W L B W L B W L B W L B WL B W L B W L B WLB W L B W L B WLB W L B W L B W L B W L B W L B W L B W L B W L B W L B WLB W L B W L B WL B END CONSTRUCTION -Y20- POT STA. 33+46.00 END CONSTRUCTION -Y8- POT STA. 36+00.00 BEGIN CONSTRUCTION -Y8- POT STA. 11+50.00 & WIFE HENREITTA C BETHEA SR, ROBERT E & WIFE YVONNE L CAIN CAIN, BILLY V MOORE, ELENE MOORE, ELENE MOORE, ELENE MOORE, RONALD C & WIFE BETTY H MOORE, RONALD C & WIFE BETTY H MOORE, RONALD C & WIFE BETTY H MOORE, RONALD C & WIFE BETTY H MOORE, RONALD C & WIFE BETTY H STARLING-WHITE, JESSIE BELL, MARIE W BELL, MARIE W BELL, MARIE W BELL, MARIE W BELL, MARIE W BELL, MARIE W B EL L , M A R I E W BELL, MARIE W & WIFE KYOUNG POWER LAMM, KENNETH & WIFE KYOUNG POWER LAMM, KENNETH MOORE, RONALD C & WIFE BETTY H MOORE, RONALD C & WIFE BETTY H GREENWOOD, MARGARET W BELL, MARIE W BELL, MARIE W HALL, LAURA W BELL, MARIE W SCOGGINS, BILLY ORDELL BELL, MARIE W WILLIAMS, R K MERCADO, ENEIDA & WIFE TAMMY P WILLIAMS, ROBERT KEVIN JOHN C & HOLY MCCOLLUM, FEEDING HUNGRY FOUNDATION FOR & WIFE TAMMY P WILLIAMS, ROBERT KEVIN & WIFE HENREITTA C BETHEA SR, ROBERT E LLC PROPERTIES CORNETT ESTATE LLC SHIVA REAL BELL, MARIE W WILLIAMS, DOROTHY R SONS DIVISION CAROLINA NORTH WILLIAMS, DOROTHY R BELL, MARIE W HERRING, LAURA B ELL , M A R I E W I LL I A M S L A MM , K E NNET H & W I F E KYO UNG P O W E R 30 ' E GRE SS / I NGRE SS E AS E M E NT 30' EGRESS/INGRESS EASEMENT DORIS JEAN FISHER, 131 END CONSTRUCTION -Y22- POT STA. 27+59.65 220 ' E X. RW 220 ' E X. RW RW E X. 6 0 ' RW E X. 60 ' RW E X. 60 ' R W E X . 60 ' NA D 83 NA 2011 (ENGLISH) 0' DESIGN DATA Max. Superelev. Design Speed Functional Class. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS = 0.08 = 70 mph = Interstate 200' 100' 200' 400' WLB WLB 131 MARIAN J COOPER LIFE ESTATE C L 0 . 02 POINT GRADE " 2 1 1'-7 " 2 1 1'-7 -Y8- (SR 1831) TYPICAL SECTION -Y8- BRIDGE 11' 11' 4' 4' 0 . 02 33'-3" 30' POINT GRADE 0 . 08 L ORIGINAL GROUND 4 : 1 0 . 0 8 ORIGINAL GROUND 0 . 02 0 . 02 GRADE TO THIS LINE 3 : 1MAX S L OP E 3 : 1MAX S L OP E 7' W/GR 3' 3' C SERVICE ROADS TYPICAL SECTION SERVICE ROADS 10' 10' *11' *11' *2' 8' *2' * -Y8- PERCY STRICKLAND ROAD 2018 ADT 2040 TRAFFIC DIAGRAM 100 200 100 -100 100 200 -100 100 100 100 PERCY STRICKLAND RD. -Y8- PERCY STRICKLAND RD. -Y8- GORDON WILLIAMS RD. -Y22- 0 . 025 12' 12' 12' POINT GRADE 12' 0 . 025 0 . 025 0 . 025 0 . 04 13' 0 . 025 12' 12' 12' POINT 12' 0 . 025 0 . 025 0 . 025 0 . 04 13' POINT CROWN CROWN 14' 17' W/GR FDPS 0 . 04 18' 10' 6' 6 : 1 F O R CUT S HI NGE P O I NT 14' 17' W/GR 0 . 04 0 . 04 0 . 04 FDPS GRADE TO THIS LINE GRADE TO THIS LINE POINT GRADE ( 3 : 1 M AX ) VA R . S L O P E 6 : 1 4 : 1 30' 3 : 1 M A X 6 : 1 F O R F I LL S HI NGE P O I NT ORIGINAL GROUND ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND 12' 12' TYPICAL SECTION I-95 NBL SBL -L- (I-95) L C D E S I GN P U B L I C M EET I NG M A P J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND S . T . I . P . NO. I- 5986 DESIGN PUBLIC MEETING MAP JOHNSTON COUNTIES CUMBERLAND, HARNETT, AND S.T.I.P. NO. I-5986 D E S I GN P U B L I C M EET I NG M A P J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND S . T . I . P . NO. I- 5986 ROLL 4 OF 16 ( E XI T 56 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 301 ROLL 4 OF 16 (EXIT 56) TO I-40 (EXIT 81) I-95 FROM I-95 BUSINESS/ US 301 ROLL 4 OF 16 ( E XI T 56 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 301 INTERSTATE 95 INTERSTATE 95 INTERSTATE 95

LEGEND DESIGN PUBLIC MEETING MAP LEGEND S.T.I.P. NO. …...5986 design public meeting map johnston counties cumberland, harnett, and s.t.i.p. no. i-5986 d e s i gn p u b l i c m eet

  • Upload
    others

  • View
    11

  • Download
    0

Embed Size (px)

Citation preview

Page 1: LEGEND DESIGN PUBLIC MEETING MAP LEGEND S.T.I.P. NO. …...5986 design public meeting map johnston counties cumberland, harnett, and s.t.i.p. no. i-5986 d e s i gn p u b l i c m eet

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

CA

CA

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

CA C

A

400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00

10+00

15+00

20+0

0

25+00

30+00

35+00

C C F F C C C C C F F C F F C C F F C C C C C

F

F

F

F

C C

F F C C C C F F F C C C F C C C C C C C

F

F

F

C

C

F

F

F

CF

C

C C C C C

C C

F

F

F

F F C C C C C F F F F C F C C

F C C C C

30+00

35+00

15+00

20+00 25+00

C

CCCC

F

C

F

F

F

MA

TC

H

LIN

E TO

RO

LL 5

MA

TC

H

LIN

E TO

RO

LL 3

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

C

A

C

A

WETLAND LIMITS BOUNDARY

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

2018

2040

CEMETERIES

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

TO BE REMOVED

LAKES, RIVER, STREAMS AND PONDS

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

WETLAND LIMITS BOUNDARY

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

LEGEND

AND GUTTER

BUILDINGS

AND GUTTER

AND GUTTER

PRESENT ADT

FUTURE ADT

PROPERTY LINES

CEMETERIES

C

A

C

A

2018

2040

I-95 SBL

I-95 NBL

I-95 SBL

I-95 NBL

SR 18

56 E

LV

A

WA

LL

AC

E

RD.

SR 1813 P

ERC

Y STRIC

KLA

ND

RD.

SR

1814 J.T.

MA

TT

HE

WS

RD.

SR 1860 GORDON WILLIAMS RD.

NOTE:FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITYPROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS AREGRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.

ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITYSHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT

UTILITY INFORMATION:

76" X 35.49"PAPER SIZE:1" = 200'SCALE:

WLB

WLB WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLB

WLBWLB

WLBWLB

WLB

WLBWLB

WLB WLBWLB

WLB

WLB

END CONSTRUCTION

-Y20- POT STA. 33+46.00

END CONSTRUCTION

-Y8- POT STA. 36+00.00

BEGIN CONSTRUCTION

-Y8- POT STA. 11+50.00

& WIFE HENREITTA C

BETHEA SR, ROBERT E & WIFE YVONNE L CAIN

CAIN, BILLY V

MOORE, ELENE

MOORE, ELENE

MOORE, ELENE

MOORE, RONALD C & WIFE BETTY H

MOORE, RONALD C & WIFE BETTY H

MOORE, RONALD C & WIFE BETTY H

MOORE, RONALD C & WIFE BETTY H

MOORE, RONALD C & WIFE BETTY H

STARLING-WHITE, JESSIE

BELL, MARIE W BELL, MARIE WBELL, MARIE W

BELL, MARIE W

BELL, MARIE W

BELL, MARIE W

BEL

L, M

ARI

E W

BELL, MARIE W

& WIFE KYOUNG POWER

LAMM, KENNETH

& WIFE KYOUNG POWER

LAMM, KENNETH

MOORE, RONALD C & WIFE BETTY H

MOORE, RONALD C & WIFE BETTY H

GREENWOOD, MARGARET W

BELL, MARIE W

BELL, MARIE WHALL, LAURA W

BELL, MARIE W

SCOGGINS, BILLY ORDELL

BELL, MARIE W

WILLIAMS, R K

MERCADO, ENEIDA

& WIFE TAMMY P

WILLIAMS, ROBERT KEVIN

JOHN C & HOLY

MCCOLLUM, FEEDING HUNGRY

FOUNDATION FOR

& WIFE TAMMY P

WILLIAMS, ROBERT KEVIN

& WIFE HENREITTA C

BETHEA SR, ROBERT E

LLC

PROPERTIES

CORNETT

ESTATE LLC

SHIVA REAL

BELL, MARIE W

WILLIAMS, DOROTHY RSONS

DIVISION

CAROLINA

NORTHWILLIAMS, DOROTHY R

BELL, MARIE W

HERRING, LAURA

BELL, M

ARIE

WIL

LIA

MS

LA

MM,

KEN

NETH

&

WIF

E K

YO

UN

G

PO

WER

30' E

GR

ESS/I

NG

RESS E

ASE

ME

NT

30' EGRESS/INGRESS EASEMENT

DORIS JEAN

FISHER,

131

END CONSTRUCTION

-Y22- POT STA. 27+59.65

220'

EX. R

W

220'

EX. R

W

RW

EX.

60'

RW

EX.

60'

RW

EX.

60'

RWEX.

60'

NAD 83 N

A 20

11

(ENGLISH)

0'

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

= 0.08= 70 mph= Interstate

200'

100'

200' 400'

WLB WLB

131 MARIAN J COOPER LIFE ESTATE

CL

0.02POINT

GRADE

"21

1'-7 "21

1'-7

-Y8- (SR 1831)

TYPICAL SECTION -Y8- BRIDGE

11' 11' 4'4'

0.02

33'-3"

30'

POINTGRADE

0.08

L

ORIGINAL GROUND4:1

0.08

ORIGINAL GROUND

0.02 0.02

GRADE TO THIS LINE

3:1 MAX SLO

PE

3:1 MAX SLO

PE

7' W/GR

3'3'

C SERVICE ROADS

TYPICAL SECTION SERVICE ROADS

10' 10'

*11' *11'

*2'

8'

*2'

* -Y8- PERCY STRICKLAND ROAD

2018ADT

2040

TRAFFIC DIAGRAM

100

200

100

-100

100

200

-100

100

100

100

PERCY STRICKLAND RD.-Y8-

PERCY STRICKLAND RD.-Y8-

GORDON WILLIAMS RD.-Y22-

0.025

12' 12'12'

POINT

GRADE

12'

0.025 0.025 0.025 0.04

13'

0.025

12'12' 12'

POINT

12'

0.0250.0250.0250.04

13'

POINT

CROWN CROWN

14'

17' W/GR

FDPS

0.04

18'10' 6'

6:1

FO

R C

UTS

HIN

GE P

OIN

T

14'

17' W/GR

0.040.04 0.04

FDPS

GRADE TO THIS LINE GRADE TO THIS LINE

POINT

GRADE

(3:1 M

AX)

VAR. SLO

PE

6:14:1

30'

3:1 M

AX

6:1

FO

R FIL

LS

HIN

GE P

OIN

T

ORIGINAL GROUND

ORIGINAL GROUND

VARIABLE SLOPE

ORIGINAL GROUND

VARIABLE SLOPE

ORIGINAL GROUND 12' 12'

TYPICAL SECTION I-95

NBLSBL

-L- (I-95)LC

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

JO

HN

ST

ON

CO

UN

TIES

CU

MB

ER

LA

ND, H

AR

NE

TT, A

ND

S.T.I.P. N

O. I-5986

DESIGN PUBLIC MEETING MAP

JOHNSTON COUNTIESCUMBERLAND, HARNETT, AND

S.T.I.P. NO. I-5986

DESIG

N

PU

BLIC

ME

ETIN

G

MA

P

JO

HN

ST

ON

CO

UN

TIES

CU

MB

ER

LA

ND, H

AR

NE

TT, A

ND

S.T.I.P. N

O. I-5986

RO

LL 4 O

F 16

(EXIT 56)

TO I-40 (E

XIT 81)

I-95 F

RO

M I-95 B

USIN

ESS/ U

S 301

ROLL 4 OF 16

(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301

RO

LL 4 O

F 16

(EXIT 56)

TO I-40 (E

XIT 81)

I-95 F

RO

M I-95 B

USIN

ESS/ U

S 301

INTERSTATE

95

INTERSTATE

95INTERSTATE

95