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This electronic collection of documents is provided

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and is Not a Certified Document –

The documents contained herein were originally issued

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with their signature on that page.

This file or an individual page

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STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DIVISION OF HIGHWAYS

STATE OF NORTH CAROLINA

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

STATE OF NORTH CAROLINA

DIVISION OF HIGHWAYS

PLANS

0

V

=

= MPH

ADT

29-

OC

T-2015 16:2

4R:\

Road

way\

Proj\

W5205

E_

Rdy_tsh_1.d

gn

$$$$

US

ER

NA

ME$$$$

SIGNATURE:

P.E.

DIVISION DESIGN ENGINEER

TYPE OF WORK:

LOCATION:

Ghoston

Scenic

Sce

nic

Scenic

Way

Wile

va

Peed

Melvin

Arnold

Bishopgate Dr.

Pembridge

Doc Arnold

Mt

Vernon

Church

Pleasa

nt

Union

Creedmoor

Shootin

g

Club

Run

Straight-A-Way

AppaloosaRun

Paces

Ferry

Battleview

Perc

hero

n

Dressage Ct.

Keenland Dr.

Trevor Ct.

Rein

Green

Downs

Winterw

oodNorw

ood

Bayleaf

Daventry

Keynes Ct.

OldWarden

GraftonHeartley

Mt

Vernon

Church

Nipper

Vestry W

ay

Byrum

Woods

Mattlyn

Patrie

Kinsdale

Country

North

Carrington

Countrywood

Old

Creedmoor

Rd.

LakefallDr. Gre

at

Woods

Rd.

Lisa Jon Ct.

Norwood Oaks Dr.

St.

Pl.

Pl.

Kristy Cir.

Rd.

Rd.

Rd.

Rd.

Rd.

Rd.

Rd.

Rd.

Rd.

Rd.

Rd.

Tr.

Tr.

Ln.

Ln.

Ln.

London Brid

ge Ct.

Ct.

Ct.

Ken

wick Ct.

Swin

don Ct.

Dr.

Dr.

Dr.

Dr.

Fetlock Dr.

Dr.

Dr.

Dr.

Dr.

Dr.

North F

alls Dr.

Creedm

oor

Rd.

Peed-D

ead

End

John

Allen

Antiq

uity

Rollingw

ood

Bends

of

The

Barto

n

Gloria

Scott

Glen

FourWheel

Dr.

Latty

es

Ln.

Stubble

Field

Dr.

Po

mm

ell D

r.

Rain

dip

per

Pl.

Rd.

Ln.

Ln.

Dr.

Dr.

Dr.

Dr.

Ave.

Overleaf Ct.

Barto

ns

Longacre D

r.

Buck W

allo

w R

d.

Cosm

os Ct.

Liatris Ln.

Fire Pink Way

Old W

ard

en R

d.

Breamore Cir.

Crupper Ct.

Cro

wn Gle

nn Pl.

Cool Pond Rd.

OldCreedm

oor

Rd.

Kinsdale

Dr.

G

H

j

Ple

asant U

nio

n

Ele

m. S

ch.

Green

Tr.

Ct.

Trent Rid

geCt.

Sarato

go

Sprin

gs L

n.

Liberty

Woods L

n.

Castlere

agh

Ln

Kirkby

Ln

Caistor

Ln

Way

Scenic

SmallRidge

Mossy

Ridge

Cre

ek

Creek

Sexto

ns

Glen

Weeping

Glen

Tacketts

Pond

Dr Dr

Ct

Ct

Cr

Settle

rs

Ridge Ln

Ct

Old

Mill

Millstone

Ct

Ct

Ln

Ln

Allensford

Ryto

n Spald

wick

Lobley

Hill

Ct.

Ct.

Tradescant

Egla

nty

ne

WAKE COUNTY

W-5205E

45335.1.5

B.J.UPSHAW, P.E.

55

240002013

PR

OJE

CT

W-5205E

CO

NT

RA

CT

40201020

N

HSIP-0050(13)

45335.2.5 HSIP-0050(13)

45335.3.5 HSIP-0050(13)

ROW

CONST.

DIVISION ENGINEER

J.R. HOPKINS, P.E.

FIFTH DIVISION

T.L.MANN, P.E.

10+00 -L-

BEGIN PROJECT271+00 -L-

END PROJECT

ON NC 50 BETWEEN I-540 AND SR 1831 (OLD CREEDMOOR RD)

GUIDERAIL INSTALLATION

GRADING, GUARDRAIL INSTALLATION AND HIGH TENSION CABLE

D

E0013

0

P.E.

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

PROJECT LENGTH

LETTING DATE:

DESIGN DATAPrepared in the Office of:

DIVISION OF HIGHWAYS2612 N. Duke St., Durham, NC 27704

Canonero Pl.

1908

4267

42664266

1846

1965

1964

1831

1844

1846

1843

42644296

4265

4263

4264

1843

1844

1844

1842

1845

3231

1831

3405

1834

34523453

3493

3492

34943495

3495

4228

3496

1831

3286

3286

3591

3590

3592

3593

35943599

3598

3598

3597

3595

3596

3595

1847

4297

4699

4697

46304631

4632

4634

4633

46354636

4637

4638

4639

4671

4448

4645

4672

4677

4906

4539

45524923

4924

4925

4934

4935

4938

3403

3440

1844

4923

4939

5109

4945

3492

4946

1899

4947

4948

49495119

5119

5120

4947

4969

4976

4976

49755143

4979

49784981

4982

4982

4980

3596

4984

49844985

4984

1846

1846 4992

4995

4995

4993

4994

4997

4996

49984999

4994

4992

4999

5600

5601

5602

5603

5600

5603

56045605

2012 STANDARD SPECIFICATIONS

RIGHT OF WAY DATELength Roadway Project W-5205E = 4.94 Miles

Rd.

NC 50Rd.

-L-

-L-

TO I-540

Creedmoor

LAKEFALLSTO

WAHSPU NEB

10/30/2015

SHEET NUMBER SHEET

1

1A

1B

2

CONVENTIONAL SYMBOLS

SHEET NO.PROJECT REFERENCE NO.

1-AW-5205E

6/2/99

29-

OC

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Road

way\

Proj\

W5205

E_

Rdy_tsh_1A.d

gn

$$$$

US

ER

NA

ME$$$$

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

4 THRU 16

TMP-1

TYPICAL SECTIONS

PLAN SHEET

TRANSPORTATION MANAGEMENT PLAN

EROSION CONTROL PLANS

CROSS SECTIONSX-1 THRU X-37

EFF. 01-17-2012

REV. 10-30-2012

2012 ROADWAY ENGLISH STANDARD DRAWINGS

The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -

N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project

and by reference hereby are considered a part of these plans:

STD.NO. TITLE

DIVISION 2 - EARTHWORK

200.02 Method of Clearing - Method II

DIVISION 5 - SUBGRADE, BASES AND SHOULDERS

560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I

DIVISION 8 - INCIDENTALS

862.01 Guardrail Placement

862.02 Guardrail Installation

GENERAL NOTES: 2012 SPECIFICATIONS

EFFECTIVE: 01-17-2012

REVISED: 10-31-2014

CLEARING:

CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY

METHOD II.

SHOULDER CONSTRUCTION:

ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF

SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01

GUARDRAIL:

THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING

CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT

WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.

UTILITIES:

UTILITY OWNERS ON THIS PROJECT ARE AT&T, AQUA AMERICA,

TIME WARNER CABLE, PSNC ENERGY, DUKE ENERGY PROGRESS AND

LEVEL 3 COMMUNICATIONS.

AND LIST OF STANDARD DRAWINGS

INDEX OF SHEETS, GENERAL NOTES,

TITLE SHEET

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

SIGNATURE

P.E.

DIVISION FIVE DESIGN

EC-4 THRU EC-16

WAHSPU NEB

10/30/2015

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Baseline Control Point

RIGHT OF WAY:

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

Proposed Control of Access

Proposed Right of Way Line

C

F

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Proposed Permanent Utility Easement

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

U/G Power Cable Hand Hole

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

4

I

H

a

TV:

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

|

I]

GAS:

Gas Valve

Gas Meter n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary SewerA/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

?

CONC

CONC WW

v

v

Drainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

WW

S

x

Foundation

S

Building

y

y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

*S.U.E. = Subsurface Utility Engineering

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.


Abandoned According to Utility Records

WLB

EAB

EPB

RW

RW

RW

CA

E

TDE

PDE

PUE

S

P

P

T

T

TC

TC

T FO

T FO

W

W

TV

TV

TV FO

TV FO

G

G

SS

FSS

FSS

?UTL

Jurisdictional Stream JS

04/06/15

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

Proposed Permanent Easement with

Iron Pin and Cap Marker

Proposed Temporary Utility Easement TUE

Iron Pin and Cap Marker

Proposed Right of Way Line with

DUEProposed Permanent Drainage / Utility Easement

AUEProposed Aerial Utility Easement

CRProposed Curb Ramp

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

HPBExisting Historic Property Boundary

U/G Power Line LOS B (S.U.E.*)

U/G Power Line LOS C (S.U.E.*)

U/G Power Line LOS D (S.U.E.*)

P

U/G Telephone Cable LOS B (S.U.E.*)

U/G Telephone Cable LOS C (S.U.E.*)

U/G Telephone Cable LOS D (S.U.E.*)

T

U/G Telephone Conduit LOS B (S.U.E.*)

U/G Telephone Conduit LOS C (S.U.E.*)

U/G Telephone Conduit LOS D (S.U.E.*)

TC

U/G Fiber Optics Cable LOS B (S.U.E.*)

U/G Fiber Optics Cable LOS C (S.U.E.*)

U/G Fiber Optics Cable LOS D (S.U.E.*)

T FO

U/G Water Line LOS B (S.U.E*)

U/G Water Line LOS C (S.U.E*)

U/G Water Line LOS D (S.U.E*)

W

U/G TV Cable LOS B (S.U.E.*)

U/G TV Cable LOS C (S.U.E.*)

U/G TV Cable LOS D (S.U.E.*)

TV

U/G Fiber Optic Cable LOS B (S.U.E.*)

U/G Fiber Optic Cable LOS C (S.U.E.*)

U/G Fiber Optic Cable LOS D (S.U.E.*)

TV FO

U/G Gas Line LOS B (S.U.E.*)

U/G Gas Line LOS C (S.U.E.*)

U/G Gas Line LOS D (S.U.E.*)

G

SS Forced Main Line LOS B (S.U.E.*)

SS Forced Main Line LOS C (S.U.E.*)

SS Forced Main Line LOS D (S.U.E.*)

FSS

Utility Unknown U/G Line LOS B (S.U.E.*)

U/G Test Hole LOS A (S.U.E.*)

STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS

Note: Not to Scale

UST

Contaminated Site: Known or Potential

Known Contamination Area: Soil

Potential Contamination Area: Soil

Known Contamination Area: Water

Potential Contamination Area: Water

INSTALLATION NC 50CABLE GUIDERAILTYPICAL SECTIONS


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:

REVISIONS INIT. DATE

N.C. DEPARTMENT of TRANSPORTATION

DIVISION of HIGHWAYS

DIVISION 05

SIGNATURE

P.E.

W-5205E

NTS 12 AUG 2015

TLM

BJU

DIVISION FIVE DESIGN UNIT

WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


2A-1

DESIG

N

SITE 10 -L- STA. 198+35.00 TO 201+15.00

SITE 9 -L- STA. 185+95.00 TO 191+80.00

SITE 8 -L- STA. 127+65.00 TO 132+80.00

SITE 4 -L- STA. 38+00.00 TO 41+75.00

SITE 3 -L- STA. 18+55.00 TO 21+80.00

TYPICAL SECTION NO.1

SITE 12 -L- STA. 235+90.00 TO 241+65.00

SITE 8 -L- STA. 132+80.00 TO 133+95.00

SITE 8 -L- STA. 127+25.00 TO 127+65.00

SITE 4 -L- STA. 41+75.00 TO 42+00.00


SITE 14 -L- STA. 268+25.00 TO 270+85.00

SITE 13 -L- STA. 254+50.00 TO 257+40.00

SITE 10 -L- STA. 201+15.00 TO 201+45.00

SITE 10 -L- STA. 197+80.00 TO 198+35.00

SITE 7 -L- STA. 107+90.00 TO 110+77.00

SITE 6 -L- STA. 97+00.00 TO 102+35.00

SITE 3 -L- STA. 21+80.00 TO 22+75.00

SITE 2 -L- STA. 10+50.00 TO 14+35.00


EXIST EXIST

EXIST

TYPICAL SECTION NO. 2

EX.

EXIST EXIST


EX.


EXIST

EXIST EXIST

EXIST

EXIST

EXIST EXIST

EXIST

EXISTEXIST

-L-

-L-

-L-

EOT EOT

EOTEOT

EOTEOT

TO 1.5’

VAR 0.0’

TO 1.5’

VAR 0.0’

TO 1.5’

VAR 0.0’

TO 1.5’

VAR 0.0’

HIGH TENSION CABLE GUIDERAIL

2:12:1

2:12:1

2:12:1

TO 6.5’

VAR 4.0’

TO 6.5’

VAR 4.0’

TO 6.5’

VAR 3.5’

TO 6.5’

VAR 5.0’

.08.08

.08

.08

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

WAHSPU NEB

10/30/2015

SITE 11 -L11- STA. 13+95.00 TO 18+95.00



REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

NTS 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


2A-2

DESIG

N

INSTALLATION NC 50GUARDRAIL

TYPICAL SECTION


VAR

-L11-

EX EX

EOT EOT

3.0’

13.0’

2:1.08

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

WAHSPU NEB

10/30/2015

LENGTH WARRANT POINT

APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH

APPROACH TRAILING APPROACH TRAILING

END END END END

W ANCHORS

REMARKS

"N"

SURVEY

LINEBEG. STA. END STA. LOCATION

GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.

- - - - - - - - - -

10+50.00 14+35.00 RT.

385.0

282.5

13+50.0011+15.00 30 2

NNorth

SITE TOTALS

NO

RT

H F

AL

LS

DR.

MA

TT

LY

N

CT.

NC 50GUIDERAIL INSTALLATION

SITE 2 CABLE

CABLE GUIDERAIL SUMMARY

"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUIDERAIL.

FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.

W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUIDERAIL.

EOTCABLE

385 4.0 1.045

-102.5DEDUCTIONS FOR ANCHORS 2 ANCHOR UNITS @ 51.25’


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


4

DESIG

N

4.5 1.5

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

10

15

-L- Sta. 10+00.00

BEGIN PROJECT

WAHSPU NEB

<--

EXIS

TIN

G 18" R

CP

HHC <---

EXISTING 15" HDPE PIPE

EIP

BM 1982 PG 1038

DB 4949 PG 527

EMILY STEADMAN

HARVEY C &

BM 1972 PG 312

DB 10493 PG 370

PATRICIA CLYMER

RONALD J &MB 1983 PG 516

DB 6071 PG 601

ANN JAGGER

GRAHAM ALAN &

BM 1982 PG 1039

DB 11298 PG 2578

VERA B KEITH

JACK D &

BM 1972 PG 312

DB 2700 PG 626

JOHN WILLIAM SCOTT

T

HH

T

C

C

HH

10/30/2015

NNorth


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


5

DESIG

N


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

- - 2

18+55.00 22+75.00 RT. 420.0

745.0

21+50.0019+50.00 15 2

SITE TOTALS


EOTCABLE





-L- 18+55.00 21+80.00 LT. 325.0

DEDUCTIONS FOR ANCHORS 4 ANCHOR UNITS @ 51.25’ -205.0

540.0

20+55.00 19+80.00

--

- -

4.0

4.0

NC 50


SITE 3 CABLE

0.54.0 - 5.5

4.0 - 5.5

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

20

WAHSPU NEB

3’ X 3’ R

CB

C

T

<--

18" R

CP

DB 13764 PG 665

SHEILA JANE PATETRSON

ROD L &

DB 14925 PG 1369

MTG COMPANY

FEDERAL HOME LOAN

BM 1996 PG 1515

DB 8502 PG 2538

NALLNI J SHAH

JAGDISH M &DB 8134 PG 2304

DARLENE GORE BROOKS

JEFFEREY C &

DB 9619 PG 779

MIDRED T COOPER

ROBERT M &

DB 9150 PG 1687

GEORGE DAVID NOVOTNY

T

10/30/2015


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


6

DESIG

N

NNorth


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

DEDUCTIONS FOR ANCHORS 2 GRAU @ 50 -205

- - 2

38+00.00 41+75.00 RT. 40+50.0039+25.00 - - 2

SITE TOTALS


EOTCABLE





-L- 38+00.00 42+00.00 LT.

375

400

775

570

40+75.00 39+25.00

4.5

4.0 5.5

- -

- -

NC 50


SITE 4 CABLE

4.5 - 6.0

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

40

WAHSPU NEB

4’ X 5’ R

CB

C

T TT

T

BM 1984 PG 1606

DB 9172 PG 388

GRANT S HESTON

BM 1984 PG 1606

DB 5348 PG 880

LUCY S BARNHILL

CURTIS A &

BM 1996 PG 1515

DB 13313 PG 1906

MICHAEL L HILL

WENDY S &

BM 1996 PG 1515

DB 8609 PG 1182

LESTER MAXWELL GREENE III

BM 1984 PG 1606

DB 4737 PG 340

DEBORAH P CASSEL

ARTHUR ROBERT &

T T T

HH

10/30/2015


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REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


7

DESIG

N

NNorth

NC 50


SITE 6 CABLE


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

- - - - - - - - - -

97+00.00 RT.

535.0

432.5

97+60.00 2

SITE TOTALS

CABLE GUIDERAIL SUMMARYFLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUIDERAIL TO END OF GUIDERAIL.


EOTCABLE

535 3.5 0 -

-102.5DEDUCTIONS FOR ANCHORS 2 ANCHOR UNITS @ 51.25’



102+35.00 101+10.00 3.5 - 5.0 2

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

60

WAHSPU NEB

DRIV

E

CO

NC

DRIV

E

CO

NC

3’ X 4’ R

CB

CT T

DRIV

E

GR

AV

EL

MB 1981PG326

DB 10579 PG 1017

CREEDMOOR LAND LLC

BM 1985 PG 85

DB 6131 PG 156

JOY C MABELLOS

JESSE CAMARAO &

BM 1985 PG 85

DB 12051 PG 1402

STEPHEN M KING

TT

10/30/2015

NNorth


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REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


8

DESIG

N


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

DEDUCTIONS FOR ANCHORS 2 GRAU @ 50

- - - - - - - - - -

RT.

184.5

75 2

SITE TOTALS


EOTCABLE





107+90.00 110+77.00 287

287

102.5

108+56.00 109+52.00 5.0 6.5 - -

NC 50


SITE 7 CABLE

2.5

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

110

WAHSPU NEB

3’ X 4’ R

CB

C

15" R

CP

->

DB 2070 PG 124

RAE B WILLIAMS

J CRAWFORD &

BM 2004 PG 2248

DB 10579 PG 1017

CREEDMOOR LAND LLC

DB10579 PG

CREEDMOOR LAND LLC

C

10/30/2015

NNorth


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PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


9

DESIG

N


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

127+25.00 - -

RT. 2

SITE TOTALS


EOTCABLE





-L-

127+65.00 132+80.00

133+95.00 LT.

515

670

1185

980

205

128+90.00 132+50.00

128+50.00

5.0

5.0

- - --

2

DEDUCTIONS FOR ANCHORS 4 ANCHOR UNITS @ 51.25

NC 50


SITE 8 CABLE

132+70.00 - -5.5 - 6.5

5.5 - 6.5

MA

TC

HLIN

E -L- STA. 13

2+

00.0

0

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

130

BM 1995 PG 398

DB 6476 PG 291

HELEN H HINTON

MICHAEL J &

BM 1979 PG 702

DB 11536 PG 801

DELORES MARIE STEINHAUER

BM 2011 PG 1035

DB 14606 PG 2654

MANS LLC

WAHSPU NEB

DRIV

E

CO

NC

RE

TE

9’ X 8’ R

CB

C

WOODEN FENCE

10/30/2015

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PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


10

DESIG

N

NC 50


SITE 8 CABLE

MA

TC

HLIN

E -L- STA. 13

2+

00.0

0

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

BM 1979 PG 702

DB 14643 PG 483

FELISA D METCALF

KYLE M &

BM 1994 PG 215

DB 6003 PG 321

CAROLYN M WALKER

JEFFREY WAYNE &

BM 1979 PG 702

DB 7833 PG 91

JENNIFER HEIDORN

BRIAN D &

WAHSPU NEB

DRIV

E

GR

AV

EL

<---18" RCP

308.5

4

10/30/2015


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


11

DESIG

N

NNorth


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

-205

30 1 2

RT. - - 2

SITE TOTALS


EOTCABLE





-L- 185+95.00 191+80.00

191+80.00185+95.00

LT.

585

585

1170

965


NC 50


SITE 9 CABLE

187+20.00 191+00.00

187+20.00191+00.00 4.5

4.0 30 1

- -

4.0 - 4.5

4.5 - 5.0

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

190

BM 2003 PG 213

DB 13305 PG 223

NATASHA McMILLAN THOMAS

BM 2003 PG 213

DB 14641 PG 56

HSBC BANK

DB 13532 PG 388

JUDY K LATTA

DB 7550 PG 470

SUSAN A CURRIN

MARK D &DB 19322 PG 57

EVERETTE A ROBBINS

BERTITA RAY &

WAHSPU NEB

6’ X 5’ R

CB

C

18" CMP--->

<---18" RCP

TT

T

10/30/2015


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 22 JAN 2014

CAH

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


12

DESIG

N

NNorth


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

-205

- - 2

RT. - 2

SITE TOTALS


EOTCABLE





-L-

197+80.00 201+45.00

198+35.00 201+15.00 LT. 280

365

645

440


198+35.00 200+20.00

199+90.00 198+50.00 5.0

4.0 - -

NC 50


CABLESITE 10

NCDOT R/W

-

30 1

4.0 - 5.5

6.0 - 6.5

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

200

WAHSPU NEB

18" CMP--->DRIV

EG

RA

VE

L

DRIV

EG

RA

VE

L6’ X 5’ R

CB

C

DB 2473 PG 399MARTHA C MOORE IIIJOSEPH C &

NCDOT R/W

NCDOT R/W

MB 1992 PG 448

DB 14231 PG 1231

MICHAEL BRANDON PATRICK

DB 12150 PG 962

ANNE M MOOREGENE H HENDERSON &

TT

10/30/2015


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’-1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


14

DESIG

N

NNorth


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL


- - - - - - - - - -

LT.

472.5

- - 2

SITE TOTALS


EOTCABLE





NC 50


SITE 12 CABLE

235+90.00 575

575

-102.5

240+40.00 236+75.00 5.0241+65.00 5.0 - 5.5 120.0 4.0

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

240

WAHSPU NEB

DRIV

EG

RA

VE

L

DRIV

EG

RA

VE

L

7’ X 4’ R

CB

C

DB 2977 PG 392

CLEMENTINE WALKERMARY &

DB 2906 PG 119

DESSIE STEWARTCLOVINIA &

DB 2795 PG 438

ELNORA I ASHORDJULIA JENKINS SIMMONS &

BM 2011 PG 544DB 14257

PAGE 90CREEDMOOR RETAIL LLC

T

HH

10/30/2015

"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. SHEET NO.PROJECT REFERENCE NO.

REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


15

DESIG

N

NNorth


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

- - - - - - - - - -

RT.

187.5

- - 2

SITE TOTALS


EOTCABLE





254+50.00 257+40.00 290

290

-102.5

255+12.00 256+90.00 -


NC 50


SITE 13 CABLE

4.0 -4.5 - 6.0

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

255

PC

C Sta. 2

57+99.4

7

WAHSPU NEB

5’ X 5’ R

CB

CT

DRIV

E

GR

AV

EL

TDRIV

E

GR

AV

EL

DB 11299 PG 2605

CATHERINE CAWTHORNE

W GRAHAM &

BM 2006 PG 371

DB 12750 PG 1888

CATHERINE CAWTHORNE

W GRAHAM &

BM 1980 PG 39

DB 12860 PG 2211

TIMOTHY J McGILTON

GORDON R &

BM 1992 PG 852

DB 2483 PG 441

BRENDA R BARBEE

BM 1992 PG 852

PIN 0891287505

BRENDA RAY BARBEE DB 5059 PG 161

BRENDA RAY BARBEE

HH

THH

10/30/2015


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REVIEWED BY:

PREPARED BY:

DATE:SCALE:




DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 12 AUG 2015

TLM

BJU


WAKE COUNTY

DE

PA

RT

M

EN

T OF TRANS

PO

RT

AT

IO

N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E


16

DESIG

N

NNorth


APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

SURVEY


GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

-L-

GRAND TOTAL

- - - - - - - - - -

RT.

157.5

- - 2

SITE TOTALS


EOTCABLE





NC 50


SITE 14 CABLE

268+25.00 270+85.00 260

260

269+50 269+90 5.0 5.5 -

102.5DEDUCTIONS FOR ANCHORS 2 ANCHOR UNITS @ 51.5

-

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

270

-L- Sta. 271+00.00

END PROJECT

WAHSPU NEB

DRIV

E

GR

AV

EL

--->

24" R

CP

---> 12" HDPE

EIP

BM 1988 PG 79

DB 5059 PG 163

JEAN RAY HARRISON

DB 10462 PG 1584

AROLYN THOMAS HEIGHT

ALBERT C &

PIN 0891293733

WILLIAM STEVEN RAY

T

10/30/2015

NC 50

GUARDRAIL INSTALLATION

SITE 11

LENGTH

SHOP

CURVED

DOUBLE

FACED

WARRANT POINT

APPROACH

END

TRAILING

END

DIST.

FROM

TOTAL

SHOUL.

WIDTH

FLARE LENGTH


END END END END

W ANCHORS

REMARKS

"N"

STRAIGHT

SURVEY


GRAU

350M-350 CAT-1

PROJECT TOTALS

GRAND TOTAL

W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.

G = GATING IMPACT ATTENUATOR TYPE 350

NG = NON-GATING IMPACT ATTENUATOR TYPE 350

GUARDRAIL SUMMARY

-50

- - - - -

LT. - - 1

FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.


"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.

--- - - - - - -

-11A- 13+95.00 18+95.00


15018+56.00 15+20.00

NNorth


REVIEWED BY:

REVIEWED BY:

PREPARED BY:

DATE:SCALE:


DIVISION 05

SIGNATURE

P.E.

W-5205E

40’=1" 31 AUG 2015

TLM

BJU

WAKE COUNTY


13

EOT

10415

500

450

TIE TO EXISTING GUARDRAIL AT STA. 18+9585 10.5

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

-L11- STA. 18+46 TO STA. 18+95

REMOVE APPROXIMATELY 49’ OF GUARDRAIL

REMOVE ANCHOR UNIT -L11- STA. 18+46

PI Sta 16+24.56

D

L = 232.34’

T = 149.36’

R = 145.47’

PI Sta 17+85.01

D

L = 154.89’

T = 77.47’

R = 2,490.29’

PC Sta. 14

+75.19

15

PRC Sta. 17+07.54

PT Sta. 18+62.43

AND ANCHOR UNIT

REMOVE EXISTING GUARDRAIL

WAHSPU NEB

--->

--->

18" R

CP 36" R

CP

---> 18" CMP

BM 1992 PG 840

PIN 0891236

842C/O RUTH RAYRAY ALBERT HEIRS


10/30/2015

STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

PR

OJE

CT:

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

TMP-1

SHEET NO.

TRANSPORTATION MANAGEMENT PLAN

45335.3.5

W-5205E

W-5205E

WAKE COUNTY

ROADWAY STANDARD DRAWINGS

GENERAL NOTES

HSIP-0050(13)

LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.

PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO

B) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING

LANE AND SHOULDER CLOSURE REQUIREMENTS

NC 50 MONDAY THRU FRIDAY 6 AM TO 9 AM AND 3 PM TO 7 PM

ROAD NAME DAY AND TIME RESTRICTIONS

A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:

TIME RESTRICTIONS

OR DIRECTED BY THE ENGINEER.

THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN

THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF

ENGINEER.

SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE

OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,

TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED

DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL

1262.01 GUARDRAIL END DELINEATION

1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING

1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING

1180.01 SKINNY-DRUM

FLAGGING DEVICES1150.01

CONES1135.01

DRUMS 1130.01

1115.01 FLASHING ARROW BOARDS

1110.02 PORTABLE WORK ZONE SIGNS

STATIONARY WORK ZONE SIGNS1110.01

TRAFFIC CONTROL DESIGN TABLES1101.11

TEMPORARY SHOULDER CLOSURES1101.04

TEMPORARY LANE CLOSURES1101.02

WORK ZONE WARNING SIGNS1101.01

STD.NO. TITLE

CONSIDERED A PART OF THESE PLANS:

DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE

PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,

THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -

ROADWAY STANDARD DRAWINGS

REV. SEPTEMBER 2011

REQUIREMENTS.

1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL

REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS

10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY

AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT,

L) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK

TRAFFIC PATTERN.

K) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY

(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE

J) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN

ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.

BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE

POSTED SPEED LIMITS LESS THAN 45 MPH.

BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH

POSTED SPEED LIMITS OF 45 MPH OR GREATER.

BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH

EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:

PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN

I) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING

PAVEMENT EDGE DROP OFF REQUIREMENTS

H) PROVIDE TRAFFIC CONTROL FOR APPROPRIATE LANE CLOSURES FOR SURVEYING.

FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.

G) DO NOT INSTALL MORE THAN 500 FEET OF LANE CLOSURE ON NC 50 MEASURED

WITH GUARDRAIL OR BARRIER.

TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED

F) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN

EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.

BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR

THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED

OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO

E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL

BARRIER OR GUARDRAIL.

STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY

TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY

ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN

WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER

BARRIER OR GUARDRAIL.


OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY

ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN

D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER

BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.


OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY

C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN


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DIVISION FIV

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EC-4

DESIG

N

Temporary Silt Ditch

Temporary Silt Fence

Silt Basin Type BTSD

TDTemporary Diversion

Temporary Rock Silt Check Type-B

Temporary Rock Silt Check Type-A

Temporary Rock Sediment Dam Type-B

TSD

Std. # Description Symbol

Temporary Berms and Slope Drains

1630.031630.05

1605.01

1622.01

1630.02

1633.01

1634.02

1635.01

1632.03

Rock Pipe Inlet Sediment Trap Type-A

1606.01 Special Sediment Control Fence

Rock Inlet Sediment Trap Type C

Wattle

1630.06 Special Stilling Basin

Matting and Polyacrylamide (PAM)Temporary Rock Silt Check Type-A with

Wattle with Polyacrylamide (PAM)

1633.02

N

NO

RT

H F

AL

LS

DR.

MA

TT

LY

N

CT.


SITE 2 CABLE

DI

VI

SIO

N

UNI

T

DIVISION FIV

E

DESIG

N

10

15

-L- Sta. 10+00.00

BEGIN PROJECT

<--

EXIS

TIN

G 18" R

CP

HHC <---


EIP

BM 1982 PG 1038

DB 4949 PG 527

EMILY STEADMAN

HARVEY C &

BM 1972 PG 312

DB 10493 PG 370

PATRICIA CLYMER


DB 6071 PG 601

ANN JAGGER

GRAHAM ALAN &

BM 1982 PG 1039

DB 11298 PG 2578

VERA B KEITH

JACK D &

BM 1972 PG 312

DB 2700 PG 626

JOHN WILLIAM SCOTT

T

HH

T

C

C

HH

300 PREOI

900 PR

600 PR

216 STR

432 STR

200 PR

200 PR

600 PR

200

PR

EIP

<-----P

LA

STIC

EN

DS

WIT

H

15" H

DP

E

EIP

BM 1982 PG 1038

DB 4949 PG 527

EMILY STEADMAN

HARVEY C &

BM 1972 PG 312

DB 10493 PG 370

PATRICIA CLYMER


DB 6071 PG 601

ANN JAGGER

GRAHAM ALAN &

BM 1982 PG 1039

DB 11298 PG 2578

VERA B KEITH

JACK D &

BM 1972 PG 312

DB 2700 PG 626

JOHN WILLIAM SCOTT

245

359.4

8

HHC <---

2367.9

1



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EC-5

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N

NC 50


SITE 3 CABLE

20

3’ X 3’ R

CB

C

T

<--

18" R

CP

DB 13764 PG 665

SHEILA JANE PATETRSON

ROD L &

DB 14925 PG 1369

MTG COMPANY

FEDERAL HOME LOAN

BM 1996 PG 1515

DB 8502 PG 2538

NALLNI J SHAH

JAGDISH M &DB 8134 PG 2304

DARLENE GORE BROOKS

JEFFEREY C &

DB 9619 PG 779

MIDRED T COOPER

ROBERT M &

DB 9150 PG 1687

GEORGE DAVID NOVOTNY

T25 PR

600 PR

900 PR

200 PR200 PR 432 STR

216 STR

SVC

EIP

EIP

EIP3’ X 3’ R

CB

C

TF

O


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1"=40’ 9/10/2015

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OF

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R

OLI

NA

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HI

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N

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DIVISION FIV

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EC-6

DESIG

N


SITE 4 CABLE

N

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

030459

40

WAHSPU NEB

4’ X 5’ R

CB

C

T TT

T

BM 1984 PG 1606

DB 9172 PG 388

GRANT S HESTON

BM 1984 PG 1606

DB 5348 PG 880

LUCY S BARNHILL

CURTIS A &

BM 1996 PG 1515

DB 13313 PG 1906

MICHAEL L HILL

WENDY S &

BM 1996 PG 1515

DB 8609 PG 1182

LESTER MAXWELL GREENE III

BM 1984 PG 1606

DB 4737 PG 340

DEBORAH P CASSEL

ARTHUR ROBERT &

T T T

HH

216 STR

432 STR200 PR

900 PR

200 PR

600 PR

200 PR

600 PR

200 PR

900 PR200 PR

432 STR

432 STR

EIP

4’ X 5’ R

CB

C

4X5

4X5

4X5

T TT

T

EIP


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DATE:SCALE:




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COUNTY

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OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E

EC-7

DESIG

N

DRIV

E

CO

NC

DRIV

E

CO

NC

3’ X 4’ R

CB

CT T

EO

P

EO

P

TV

DRIV

E

GR

AV

EL

N

NC 50


SITE 6 CABLE

DRIV

E

CO

NC

DRIV

E

CO

NC

3’ X 4’ R

CB

CT T

DRIV

E

GR

AV

EL

MB 1981PG326

DB 10579 PG 1017

CREEDMOOR LAND LLC

BM 1985 PG 85

DB 6131 PG 156

JOY C MABELLOS

JESSE CAMARAO &

BM 1985 PG 85

DB 12051 PG 1402

STEPHEN M KING

TT

600 PR

4 " STL

12 " PVC


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R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

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S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E

EC-8

DESIG

N

N

NC 50


SITE 7 CABLE110

3’ X 4’ R

CB

C

15" R

CP

->

DB 2070 PG 124

RAE B WILLIAMS

J CRAWFORD &

C4 " STL

600 PR

36 PR 600 PR36 PR

4 " STL

12 " PVC (DATUR)

12 " PVC (DATUR)

3’ X 4’ R

CB

C

EIP EIP

EIP

T

BE

NT

15" R

CP

->

DB 2070 PG 124

RAE B WILLIAMS

J CRAWFORD &

BM 2004 PG 2248

DB 10579 PG 1017

CREEDMOOR LAND LLC

DB10579 PG

CREEDMOOR LAND LLC


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OF

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R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E

EC-9

DESIG

N

DRIV

E

CO

NC

RE

TE

MAIL

BO

X

EIP

9’ X 8’ R

CB

C

638

300.5

1

WOODEN FENCE

3’

N

NC 50


SITE 8 CABLE

MA

TC

HLIN

E -L- STA. 13

2+

00.0

0

130

BM 1995 PG 398

DB 6476 PG 291

HELEN H HINTON

MICHAEL J &

BM 1979 PG 702

DB 11536 PG 801

DELORES MARIE STEINHAUER

BM 2011 PG 1035

DB 14606 PG 2654

MANS LLC

DRIV

E

CO

NC

RE

TE

9’ X 8’ R

CB

C

WOODEN FENCE

4 " STL

36 PR600 PR

25 PR

SVC

12 " PVC (DATUR)

12 " PVC (DATUR)


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DATE:SCALE:




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COUNTY

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RT

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N

ST

AT

E

OF

NORTH CA

R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E

EC-10

DESIG

N

N

NC 50


SITE 8 CABLE

MA

TC

HLIN

E -L- STA. 13

2+

00.0

0

BM 1979 PG 702

DB 14643 PG 483

FELISA D METCALF

KYLE M &

BM 1994 PG 215

DB 6003 PG 321

CAROLYN M WALKER

JEFFREY WAYNE &

BM 1979 PG 702

DB 7833 PG 91

JENNIFER HEIDORN

BRIAN D &

DRIV

E

GR

AV

EL

<---18" RCP

308.5

4

36 PR600 PR

25 PR4 " STL12 " PVC (DATUR)

DRIV

E

GR

AV

EL

EIP

<---18" RCP


REVIEWED BY:

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OF

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R

OLI

NA

DI

VI

S

IO

N O F

HI

G

HW

AY

S

DI

VI

SIO

N

UNI

T

DIVISION FIV

E

EC-11

DESIG

N

EIP

EIP

EIP

EIP

18" CMP--->

<---18" RCP

TT

BM 2003 PG 213

DB 13305 PG 223

NATASHA McMILLAN THOMAS

BM 2003 PG 213

DB 14641 PG 56

HSBC BANK

DB 13532 PG 388

JUDY K LATTA

DB 7550 PG 470

SUSAN A CURRIN

MARK D &DB 19322 PG 57

EVERETTE A ROBBINS

BERTITA RAY &

N

NC 50


SITE 9 CABLE

190

6’ X 5’ R

CB

C

18" CMP--->

<---18" RCP

TT

TEOI

24 STR

150 PR

600 PR

24 STR

150 PR

12 " PVC 12 " PVC

NC 50


CABLESITE 10


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R

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NA

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HI

G

HW

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S

DI

VI

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N

UNI

T

DIVISION FIV

E

EC-12

DESIG

N

18" CMP--->DRIV

EG

RA

VE

L

MAIL

BO

X

DRIV

EG

RA

VE

L6’ X 5’ R

CB

C


NCDOT R/W

NCDOT R/W

MB 1992 PG 448

DB 14231 PG 1231

MICHAEL BRANDON PATRICK

DB 12150 PG 962

ANNE M MOOREGENE H HENDERSON & N

200

18" CMP--->DRIV

EG

RA

VE

L

DRIV

EG

RA

VE

L6’ X 5’ R

CB

C

TT

24 STR

600 PR

24 STR

25 P

R

25 PR

600 PR

SV

C

12 " PVC 12 " PVC

NC 50

GUARDRAIL INSTALLATION

SITE 11


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DIVISION FIV

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EC-13

DESIG

N

WIR

E FENCE

T

T

---> 18" CMP

R/

W

R/

W

273

367.0

2

GU

AR

DR

AIL

BM 1992 PG 840

PIN 0891236

842C/O RUTH RAYRAY ALBERT HEIRS


N

PI Sta 16+24.56

D

L = 232.34’

T = 149.36’

R = 145.47’

PI Sta 17+85.01

D

L = 154.89’

T = 77.47’

R = 2,490.29’

PC Sta. 14

+75.19

15

PRC Sta. 17+07.54

PT Sta. 18+62.43

AND ANCHOR UNIT

REMOVE EXISTING GUARDRAIL

--->

--->

18" R

CP 36" R

CP

---> 18" CMP

24 S

TR

NC 50


SITE 12 CABLE


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DIVISION FIV

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EC-14

DESIG

N

N

240

DRIV

EG

RA

VE

L

DRIV

EG

RA

VE

L

7’ X 4’ R

CB

C

T

HH

24 STR

100 PR

400 PR

12 STR DRIV

EG

RA

VE

L

DRIV

EG

RA

VE

L

7’ X 4’ R

CB

C

EIP

DB 2977 PG 392

CLEMENTINE WALKERMARY &

DB 2906 PG 119

DESSIE STEWARTCLOVINIA &

DB 2795 PG 438

ELNORA I ASHORDJULIA JENKINS SIMMONS &

BM 2011 PG 544DB 14257

PAGE 90CREEDMOOR RETAIL LLC

NC 50


SITE 13 CABLE


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G

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S

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N

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DIVISION FIV

E

EC-16

DESIG

N

5’ X 5’ R

CB

CT--->

24" CMP

EIP

DRIV

E

GR

AV

EL

EIP

TDRIV

E

GR

AV

EL

DB 11299 PG 2605

CATHERINE CAWTHORNE

W GRAHAM &

BM 2006 PG 371

DB 12750 PG 1888

CATHERINE CAWTHORNE

W GRAHAM &

BM 1980 PG 39

DB 12860 PG 2211

TIMOTHY J McGILTON

GORDON R &

BM 1992 PG 852

DB 2483 PG 441

BRENDA R BARBEE

BM 1992 PG 852

PIN 0891287505

BRENDA RAY BARBEE DB 5059 PG 161

BRENDA RAY BARBEE

N

255

5’ X 5’ R

CB

CT

DRIV

E

GR

AV

EL

TDRIV

E

GR

AV

EL

HH

THH

EOI

24 STR

12 STR

400 PR50 PR

50 PR

400 PR

SV

C

NC 50


SITE 14 CABLE


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N

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DIVISION FIV

E

EC-16

DESIG

N

N

270

DRIV

E

GR

AV

EL

--->

24" R

CP

---> 12" HDPE

EIP

T

50 PR 50 PR

DRIV

E

GR

AV

EL

--->

24" R

CP

---> 12" HDPE

EIP

BM 1988 PG 79

DB 5059 PG 163

JEAN RAY HARRISON

DB 10462 PG 1584

AROLYN THOMAS HEIGHT

ALBERT C &

PIN 0891293733

WILLIAM STEVEN RAY

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

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PROJ. REFERENCE NO. SHEET NO.0

360 360

365 365

355 355

10+50.00

355 355

360 360

365 365

370 370

350 350

11+00.00

350 350

355 355

360 360

365 365

370 370

345 345

11+50.00

355 355

360 360

365 365

370 370

350 35012+00.00

X-1W-5205E

-L2-

2.5 5

362.982:1

363.81

364.72

365.62

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

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355 355

360 360

365 365

370 370

350 350

12+50.00

360 360

365 365

370 370

355 35513+00.00

365 365

370 370

375 375

360 36013+50.00

365 365

370 370

375 375

360 360

14+00.00

X-2W-5205E

-L2-

2.5 5

366.74

367.90

368.96

369.93

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

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365 365

370 370

375 375

380 380

385 385

390 390

395 395

360 360

19+00.00

355 355

360 360

365 365

370 370

375 375

380 380

385 385

390 390

350 350

19+50.00

X-3W-5205E

-L3-

2.5 5

-

379.91

-

380.922:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

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Road

way\

Corridor

Modeling\

W5205

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Rdy_xpl_Site 3.d

gn

$$$$

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355 355

360 360

365 365

370 370

375 375

380 380

385 385

350 350

20+00.00

370 370

375 375

380 380

385 385

390 390

365 365

20+50.00

375 375

380 380

385 385

390 390

370 370

21+00.00

X-4W-5205E

-L3-

2.5 5

-

382.02

2:1

-

383.75

2:1

-

385.962:12:

1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

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Road

way\

Corridor

Modeling\

W5205

E_

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gn

$$$$

US

ER

NA

ME$$$$

8/23/99


380 380

385 385

390 390

395 395

375 37521+50.00

385 385

390 390

395 395

380 38022+00.00

390 390

395 395

400 400

385 38522+50.00

X-5W-5205E

-L3-

2.5 5

-

388.232:12:

1

-

390.63

2:1

-

393.19

2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

6565

6565

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7070

7575

7575

29-

OC

T-2015 17:0

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way\

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Modeling\

W5205

E_

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ME$$$$

8/23/99


380 380

385 385

390 390

395 395

375 37538+00.00

380 380

385 385

390 390

375 37538+50.00

380 380

385 385

375 375

39+00.00

X-6W-5205E

-L4-

2.5 5

380.312:1 2:1

381.01

381.68

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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Road

way\

Corridor

Modeling\

W5205

E_

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gn

$$$$

US

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ME$$$$

8/23/99


365 365

370 370

375 375

380 380

385 385

360 360

39+50.00

365 365

370 370

375 375

380 380

385 385

390 390

360 360

40+00.00

X-7W-5205E

-L4-

2.5 5

382.392:1 2:1

383.482:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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Road

way\

Corridor

Modeling\

W5205

E_

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gn

$$$$

US

ER

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ME$$$$

8/23/99


370 370

375 375

380 380

385 385

390 390

365 365

40+50.00

380 380

385 385

390 390

375 37541+00.00

385 385

390 390

380 38041+50.00

385 385

390 390

395 395

380 38042+00.00

X-8W-5205E

-L4-

2.5 5

384.91

2:1

386.242:1 2:1

387.512:1 2:1

388.912:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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Road

way\

Corridor

Modeling\

W5205

E_

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gn

$$$$

US

ER

NA

ME$$$$

8/23/99


290 290

295 295

300 300

305 305

285 285

97+00.00

285 285

290 290

295 295

300 300

280 28097+50.00

280 280

285 285

290 290

295 295

300 300

275 27598+00.00

280 280

285 285

290 290

295 295

300 300

275 275

98+50.00

X-9W-5205E

-L6-

2.5 5

2:12:12:1

293.69

2:12:12:1

293.97

2:12:12:1

294.04

2:12:12:1

294.39

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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Road

way\

Corridor

Modeling\

W5205

E_

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gn

$$$$

US

ER

NA

ME$$$$

8/23/99


280 280

285 285

290 290

295 295

300 300

275 27599+00.00

280 280

285 285

290 290

295 295

300 300

275 27599+50.00

280 280

285 285

290 290

295 295

300 300

305 305

275 275100+00.00

X-10W-5205E

-L6-

2.5 5

2:12:12:1

295.28

2:12:12:1

296.48

2:12:12:1

297.98

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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Road

way\

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Modeling\

W5205

E_

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ME$$$$

8/23/99


280 280

285 285

290 290

295 295

300 300

305 305

275 275100+50.00

285 285

290 290

295 295

300 300

305 305

280 280101+00.00

290 290

295 295

300 300

305 305

310 310

285 285

101+50.00

X-11W-5205E

-L6-

2.5 5

2:12:12:1

299.78

2:12:12:1

301.53

2:12:12:1

303.22

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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Road

way\

Corridor

Modeling\

W5205

E_

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gn

$$$$

US

ER

NA

ME$$$$

8/23/99


295 295

300 300

305 305

310 310

290 290102+00.00

X-12W-5205E

-L6-

2.5 5

2:12:12:1

304.90

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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way\

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Modeling\

W5205

E_

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gn

$$$$

US

ER

NA

ME$$$$

8/23/99


310 310

315 315

320 320

325 325

330 330

305 305

108+00.00

305 305

310 310

315 315

320 320

325 325

300 300

108+50.00

290 290

295 295

300 300

305 305

310 310

315 315

320 320

285 285

109+00.00

X-13W-5205E

-L7-

2.5 5

2:1

312.54

311.98

2:1

311.58

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

6565

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7070

7575

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29-

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T-2015 17:0

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way\

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Modeling\

W5205

E_

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gn

$$$$

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ER

NA

ME$$$$

8/23/99


295 295

300 300

305 305

310 310

315 315

290 290109+50.00

295 295

300 300

305 305

310 310

315 315

320 320

290 290

110+00.00

295 295

300 300

305 305

310 310

315 315

320 320

290 290

110+50.00

X-14W-5205E

-L7-

2.5 5

2:1

311.75

2:1

312.57

2:1313.88

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

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T-2015 17:0

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way\

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Modeling\

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gn

$$$$

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ER

NA

ME$$$$

8/23/99


310 310

315 315

320 320

325 325

305 305

127+50.00

305 305

310 310

315 315

320 320

300 300

128+00.00

305 305

310 310

315 315

300 300128+50.00

X-15W-5205E

-L8-

2.5 5

318.87

2:1

315.41

2:1

0:1

311.93

2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

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29-

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T-2015 17:0

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way\

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Modeling\

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E_

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gn

$$$$

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ER

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ME$$$$

8/23/99


295 295

300 300

305 305

310 310

315 315

290 290129+00.00

290 290

295 295

300 300

305 305

310 310

285 285

129+50.00

290 290

295 295

300 300

305 305

285 285130+00.00

X-16W-5205E

-L8-

2.5 5

308.31

2:1 2:1

305.44

2:1 2:1

303.10

2:1 2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

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7575

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29-

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T-2015 17:0

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Road

way\

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Modeling\

W5205

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gn

$$$$

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ME$$$$

8/23/99


285 285

290 290

295 295

300 300

305 305

280 280

130+50.00

285 285

290 290

295 295

300 300

305 305

280 280

131+00.00

290 290

295 295

300 300

305 305

285 285131+50.00

X-17W-5205E

-L8-

2.5 5

301.48

2:1 2:1

300.752:1 2:1

300.792:1 2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

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6565

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7575

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29-

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T-2015 17:0

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way\

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Modeling\

W5205

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gn

$$$$

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ME$$$$

8/23/99


290 290

295 295

300 300

305 305

285 285

132+00.00

295 295

300 300

305 305

290 290

132+50.00

300 300

305 305

310 310

295 295

133+00.00

305 305

310 310

315 315

300 300

133+50.00

X-18W-5205E

-L8-

2.5 5

301.37

2:1 2:1

302.39

2:1 2:1

304.042:1

306.422:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

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6565

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7070

7575

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29-

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T-2015 17:0

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way\

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Modeling\

W5205

E_

Rdy_xpl_Site 9.d

gn

$$$$

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ER

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ME$$$$

8/23/99


350 350

355 355

360 360

345 345186+00.00

345 345

350 350

340 340

186+50.00

340 340

345 345

350 350

335 335187+00.00

330 330

335 335

340 340

345 345

325 325187+50.00

X-19W-5205E

-L9-

2.5 5

350.39

346.85

343.272:1

2:1

339.75 2:12:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

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6060

6060

6565

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7070

7575

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29-

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T-2015 17:0

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way\

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Modeling\

W5205

E_

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gn

$$$$

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ER

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ME$$$$

8/23/99


325 325

330 330

335 335

340 340

320 320188+00.00

310 310

315 315

320 320

325 325

330 330

335 335

340 340

305 305

188+50.00

X-20W-5205E

-L9-

2.5 5

336.45 2:12:1

333.712:12:

1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

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6060

6060

6565

6565

7070

7070

7575

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29-

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T-2015 17:0

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Road

way\

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Modeling\

W5205

E_

Rdy_xpl_Site 9.d

gn

$$$$

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NA

ME$$$$

8/23/99


315 315

320 320

325 325

330 330

335 335

310 310189+00.00

315 315

320 320

325 325

330 330

335 335

310 310189+50.00

X-21W-5205E

-L9-

2.5 5

331.922:12:

1

331.312:12:

1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

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way\

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Modeling\

W5205

E_

Rdy_xpl_Site 9.d

gn

$$$$

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ER

NA

ME$$$$

8/23/99


315 315

320 320

325 325

330 330

335 335

310 310190+00.00

320 320

325 325

330 330

335 335

315 315190+50.00

330 330

335 335

340 340

325 325191+00.00

X-22W-5205E

-L9-

2.5 5

331.442:12:

1

332.062:12:

1

333.042:12:

1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

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6060

6060

6565

6565

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7070

7575

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29-

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T-2015 17:0

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Road

way\

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Modeling\

W5205

E_

Rdy_xpl_Site 9.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


335 335

340 340

330 330

191+50.00

X-23W-5205E

-L9-

2.5 5

334.412:1

2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

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6060

6060

6565

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7070

7575

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29-

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T-2015 17:0

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W5205

E_

Rdy_xpl_Site 10.d

gn

$$$$

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ME$$$$

8/23/99


335 335

340 340

330 330

198+00.00

325 325

330 330

335 335

340 340

320 320

198+50.00

320 320

325 325

330 330

335 335

340 340

315 315

199+00.00

315 315

320 320

325 325

330 330

335 335

310 310

199+50.00

X-24W-5205E

-L10-

2.5 5

337.56 2:1

335.272:12:

1

333.422:12:

1

332.272:12:

1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

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5050

5555

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6060

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6565

6565

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7575

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29-

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T-2015 17:0

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way\

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W5205

E_

Rdy_xpl_Site 10.d

gn

$$$$

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ME$$$$

8/23/99


320 320

325 325

330 330

335 335

315 315

200+00.00

325 325

330 330

335 335

320 320

200+50.00

325 325

330 330

335 335

320 320201+00.00

X-25W-5205E

-L10-

2.5 5

331.812:12:

1

331.76 2:12:1

332.05

2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

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29-

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T-2015 17:0

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E_

Rdy_xpl_Site 11A.d

gn

$$$$

US

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ME$$$$

8/23/99


355 355

360 360

365 365

370 370

350 350

14+00.00

355 355

360 360

365 365

370 370

350 350

14+50.00

355 355

360 360

365 365

370 370

350 35015+00.00

X-26W-5205E

-L11-

2.5 5

2:1

362.90

2:1

364.40

2:1

365.81

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

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6060

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gn

$$$$

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ME$$$$

8/23/99


350 350

355 355

360 360

365 365

370 370

345 34515+50.00

350 350

355 355

360 360

365 365

370 370

345 345

16+00.00

350 350

355 355

360 360

365 365

370 370

345 345

16+50.00

X-27W-5205E

-L11-

2.5 5

2:1

366.75

2:1

366.92

2:1

367.05

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

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6060

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29-

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T-2015 17:0

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way\

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W5205

E_

Rdy_xpl_Site 11A.d

gn

$$$$

US

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ME$$$$

8/23/99


350 350

355 355

360 360

365 365

370 370

345 345

17+00.00

350 350

355 355

360 360

365 365

370 370

345 345

17+50.00

355 355

360 360

365 365

370 370

375 375

350 35018+00.00

X-28W-5205E

-L11-

2.5 5

2:1

367.14

2:1

367.09

2:1

367.60

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

0R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 11A.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


355 355

360 360

365 365

370 370

375 375

350 35018+50.00

X-29W-5205E

-L11-

2.5 5

2:1

368.56

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

0R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 12.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


350 350

355 355

345 345236+00.00

345 345

350 350

355 355

340 340236+50.00

335 335

340 340

345 345

350 350

330 330237+00.00

X-30W-5205E

-L12-

2.5 5

2:1

351.58

2:1

347.89

2:1

344.03

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

0R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 12.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


325 325

330 330

335 335

340 340

345 345

320 320

237+50.00

325 325

330 330

335 335

340 340

320 320238+00.00

320 320

325 325

330 330

335 335

340 340

315 315

238+50.00

X-31W-5205E

-L12-

2.5 5

2:1

340.30

2:1

336.86

2:1

333.72

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

0R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 12.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


320 320

325 325

330 330

335 335

315 315

239+00.00

320 320

325 325

330 330

335 335

315 315239+50.00

315 315

320 320

325 325

330 330

310 310

240+00.00

X-32W-5205E

-L12-

2.5 5

2:1

331.05

2:1

328.72

2:1

327.02

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

0R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 12.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


320 320

325 325

330 330

315 315

240+50.00

325 325

330 330

335 335

320 320241+00.00

325 325

330 330

335 335

320 320

241+50.00

X-33W-5205E

-L12-

2.5 5

326.16

326.23

327.07

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

0R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 13.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


310 310

315 315

320 320

305 305

254+50.00

310 310

315 315

320 320

305 305255+00.00

305 305

310 310

315 315

320 320

300 300

255+50.00

305 305

310 310

315 315

300 300256+00.00

X-34W-5205E

-L13-

2.5 5

316.88 2:1

314.95

313.66

313.07 2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

0R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 13.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


305 305

310 310

315 315

300 300256+50.00

310 310

315 315

320 320

305 305257+00.00

X-35W-5205E

-L13-

2.5 5

313.19 2:1

314.06 2:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

1R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 14.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


350 350

355 355

360 360

345 345268+50.00

350 350

355 355

360 360

345 345269+00.00

350 350

355 355

360 360

345 345269+50.00

350 350

355 355

360 360

365 365

345 345

270+00.00

X-36W-5205E

-L14-

2.5 5

355.44

356.41 2:1

357.582:1

358.942:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

29-

OC

T-2015 17:0

1R:\

Road

way\

Corridor

Modeling\

W5205

E_

Rdy_xpl_Site 14.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99


355 355

360 360

365 365

350 350

270+50.00

X-37W-5205E

-L14-

2.5 5

360.41

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