HARNETT COUNTY - NCDOT 6... · 6/18/2014 · -rpc- sta 11+25.00-rpd- sta 10+75.00 begin state...

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PROFILE (HORIZONTAL)

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS

STATE OF NORTH CAROLINA

DIVISION OF HIGHWAYS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

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431 Transportation Dr., Fayetteville NC, 28301

TIP P

ROJE

CT:

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ST

A

TE

OF NORTHC

A

RO

LIN

A

HARNETT COUNTY

LONGBRANCH ROAD (SR 1002) AT I-95 EXIT 71

SCOTT PRIDGEN

NEIL BUTLER

50 10050 25

50 1002550

2010510

301

301

Am

mons

Phillip

sRd.

Branch

Rd.

Fairvie

w

Rd.

WordsworthDr.

Coleridg

e

Dr.

Fran

cis

Dr.

Access

Alp

hin

Rd.

Access

Rd.

Access

Rd.

Access

Rd.

Pope

Rd.

Ruffin

Rd.

Ruffin

Rd.

Ma Kitchen

Rd.

EmmettRd.

Long

Branch

Rd.

Long

BranchRd.

BearsLn.

Warren

Rd.

Gain

ey

Rd.

Gateway

Dr.

Wood

Rd.

Mingo

SansomChapel

70

71

FC

A

FC

ACS

X

CUMBERLAND COUNTY

SA

MPSO

N CO

UNT

Y

SR 1002

LONGBRANCH ROAD

I-95

NB

I-95 S

B

END CONSTRUCTIONEND CONSTRUCTION

-L- STA 10+00.00

45

I-5500

WB

S:

I-5500

-L- STA 21+50.00

END CONSTRUCTION END CONSTRUCTION

-RPA- STA 12+25.00

-RPB- STA 13+25.00-RPC- STA 11+25.00

-RPD- STA 10+75.00

BEGIN STATE PROJECT I-5500 END STATE PROJECT I-5500

N/A

LENGTH OF ROADWAY PROJECT I-5500 = 0.218 mi

BEGIN BRIDGE

-L- STA 16+22.52 -L- STA 18+10.03

END BRIDGE

45470.1.1 PE

CONST

STATE PROJECT I-5500

END CONSTRUCTION

-Y- STA 9+75.00

IMS-095-2(123)71

IMS-095-2(123)71

2012 STANDARD SPECIFICATIONS

JUNE 18, 2014

PAVING, GUARDRAIL, AND PAVEMENT MARKINGS & SIGNING

TO ERWINTO POPE RD

45470.3.F

S1

45470.3.FS1

VICINITY MAP

301

301

NA

D 83

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 Booth

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

e

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

Recorded U/G Power Line

Recorded U/G Telephone Cable

Designated U/G Telephone Cable (S.U.E.*)

Recorded U/G Telephone Conduit

Designated U/G Telephone Conduit (S.U.E.*)

Recorded U/G Fiber Optics Cable

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

Recorded U/G Water Line

4

I

H

a

TV:

TV Satellite Dish

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

Recorded U/G TV Cable

Recorded U/G Fiber Optic Cable

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

r

|

I]

GAS:

Gas Valve

Gas Meter

Recorded U/G Gas Line

n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

Recorded SS Forced Main Line

Designated SS Forced Main Line (S.U.E.*)

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary Sewer A/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

Utility Unknown U/G Line

?

CONC

CONC WW

v

vDrainage 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

Designated U/G Power Line (S.U.E.*)

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

Designated U/G Water Line (S.U.E.*)

Designated U/G TV Cable (S.U.E.*)

Designated U/G Gas Line (S.U.E.*)

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

*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.

Note: Not to ScaleSHEET NO.PROJECT REFERENCE NO.

1-BI-5500

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

12/05/11

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

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

UST

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

POINT

CL

T

U

6’

-L- STA. 10+00.00 TO STA 14+75.00

GRADE

M

TYPICAL SECTION NO. 1

11’ 11’

30’

SEE PLANSSEE PLANS2:1 TO 3:1

6’

GROUNDORIGINAL

2:1 TO

3:1

SHEET NO.PROJECT REFERENCE NO.

2

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WEDGING DETAIL

MIN.3" MIN.

2.5"

MIN.2.5"

MIN.3"

C1C2D2

E2

EXISTING CONCRETE PAVEMENT OR

NON-RESURFACEABLE BRIDGE DECKS

OF SURFACE COURSE

MILL EXISTING PAVEMENT

BEGINNING OR ENDING OF MAP,

APPROX. THICKNESS

25’-75’

MILLING AT PAVEMENT TIE-INS

operation. Structures. Resurfacing will be accomplished at the same time as the milling Carolina Department of Transportation Standard Specifications for Roads andPerform the work in accordance with Section 607 of the January 2012 North

of each resurfacing map.where the bridge will not be resurfaced, and at the beginning and ending pointLocations shall include ties into existing concrete pavement, at bridge approaches

with the following sketch as directed by the Engineer.For surface mixes over 1" in thickness, mill the existing pavement in acoordance

NOTES TO CONTRACTOR

PROJECT NOTES1. The Contractor shall not work on both sides of the road

simultaneously within the same area.

and dwellings on the project.

3. At the end of each workday, the Contractor shall be required

to backfill any area adjacent to existing travelway that has

been graded leaving no more than a 3" drop-off.

and right turn lanes) shall be maintained during periods of

construction inactivity.

5. The Contractor shall not be allowed to stop traffic for more

than 5 minutes at a time in any one direction.

6. During periods of construction inactivity, the difference in

7. Access to police and fire station, fire hydrants, and hospitals

shall be maintained at all times.

existing edge of pavement (travelway) as directed by the Engineer.

4. A minimum of two-way, two-lane traffic (plus all existing left

elevation between lanes shall not exceed 1-1/2 inch.

8. During periods of construction inactivity, place cones/drums 3’ from

by the Engineer.

10. Contractor to install Erosion Control devices as directed

and 10’ on center in radii, and shall be set 3’ off the edge of

9. Channelizing devices in work areas shall be spaced not greater

travelway, unless otherwise indicated on plans.

than 45’ on center in tangent areas, 45’ on center in tapers,

2. Ingress and egress shall be maintained to all businesses

POINT

CL

TU

7’

GRADE

M


11’ 11’

30’


7’

GROUNDORIGINAL

GROUNDORIGINAL

2:1 TO

3:1

4’ 4’

-L- STA. 19+50.00 TO STA 21+50.00

POINT

CL

T

U

6’

-Y- STA. 10+00.00 TO STA 13+28.31

GRADE

M


18’


6’

GROUNDORIGINAL

GROUNDORIGINAL

2:1 TO

3:1

9’ 9’


-RPA- STA. 12+25.00 TO STA 13+89.29

POINT

CL

TU

GRADE

M

24’

2:1 TO 3:1

GROUNDORIGINAL

GROUNDORIGINAL

2:1 TO

3:108

8’8’

4’ PS 4’ PS

GROUNDORIGINAL

10’10’

I-5500

-L- STA. 14+75.00 TO STA 16+22.64 BEGIN BRIDGE-L- STA. 18+09.89 END BRIDGE TO STA 19+50.00

PLANS

SEE

PLANS

SEE

08

08

08

4’ PS 4’ PS

PSPS

PRIOR TO FINAL PLACEMENT.

FOR PAVEMENT MARKING, CONTACT KENT LANGDON 910-4861452, 14 DAYS

TO PLACEMENT.

FOR SIGNAL WORK, CONTACT FRANK WEST 910-486-1452, 28 DAYS PRIOR

PAVEMENT MARKINGS.

UNIT FOR PROPOSED SIGNAL DESIGN AND PLACEMENT OF ALL

CONTRACTOR SHALL COORDINATE WITH LOCAL TRAFFIC SERVICES

C1

D1

E1

EXISTING PAVEMENT

PAVEMENT SCHEDULE

W WEDGING

E2

D2

AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.

PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

C2

NOT LESS THAN 2�" OR GREATER THAN 4" IN DEPTH.

AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS

PROP. VAR DEPTH ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0B, AT AN

TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.

IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH

AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH, TO BE PLACED

PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE B25.0B, AT AN

T

U

PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,

TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.

AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO

BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE COURSE,

EARTH MATERIAL


-RPB- STA. 10+17.05 TO STA 12+30.00

POINT

CL

T

U

GRADE

M

32’GROUNDORIGINAL

GROUNDORIGINAL

08

4’ PS 4’ PS

SEE PLANS SEE PLANS

12’ 12’

3:1 3:1

TRANSITION FROM TYPICAL NO. 5 TO TYPICAL NO. 6-RPB- STA. 12+30.00 TO STA 12+90.00


-RPB- STA. 12+90.00 TO STA 13+25.00

POINT

CL

TU

GRADE

M

32’

8’

GROUNDORIGINAL

GROUNDORIGINAL

08

7’

4’ PS 11’ PS

10’ VAR10’

3:13:1


-RPD- STA. 10+75.00 TO STA 13+08.86

POINT

CL

T

U

GRADE

M

24’GROUNDORIGINAL

GROUNDORIGINAL

08

6’

4’ PS 4’ PS

10’10’ 10’

-RPC- STA. 10+11.88 TO STA 11+25.00

10’10’

PLANS

SEE

PLANS

SEE

3:13:1


2-AI-5500

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PLANS

SEEPLANS

SEE

PRIOR TO FINAL PLACEMENT.

FOR PAVEMENT MARKING, CONTACT KENT LANGDON 910-4861452, 14 DAYS

TO PLACEMENT.

FOR SIGNAL WORK, CONTACT FRANK WEST 910-486-1452, 28 DAYS PRIOR

PAVEMENT MARKINGS.

UNIT FOR PROPOSED SIGNAL DESIGN AND PLACEMENT OF ALL

CONTRACTOR SHALL COORDINATE WITH LOCAL TRAFFIC SERVICES

C1

D1

E1

EXISTING PAVEMENT

PAVEMENT SCHEDULE

W WEDGING

E2

D2

AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.

PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

C2

NOT LESS THAN 2�" OR GREATER THAN 4" IN DEPTH.

AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS

PROP. VAR DEPTH ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0B, AT AN

TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.

IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH

AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH, TO BE PLACED

PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE B25.0B, AT AN

T

U

PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,

TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.

AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO

BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE COURSE,

EARTH MATERIAL

GUARDRAIL SUMMARYLENGTH WARRANT POINT FLARE LENGTH W ANCHORS

REMARKSBEG. STA. END STA. LOCATION

6/16/99

END

APPROACH

END

APPROACHEND

TRAILING

END

TRAILINGWIDTH

SHOULDER

TOTAL

E.O.L.

FROM

DIST.

"N"

END

TRAILING

END

APPROACH

CURVED

SHOP

FACED

DOUBLELINE

SURVEY

SHEET NO.PROJECT REFERENCE NO.COMPUTED BY:

CHECKED BY: DATE:

DATE:

GLENDA SNIVELY

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

STRAIGHT

TYPE 350

ATTENUATOR

IMPACT

G NG

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

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

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

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

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NO.

PERMITTED

13+43.64 LT 75.00

MOD

XIB-77

350

GRAUM-350 TYPE III CAT-1

MOD

VIBIC AT-1

11

LT 1

10+64.44 RT

IN CUBIC YARDS

SUMMARY OF EARTHWORK

STATIONSTATIONEXCAV.UNCL.

+%EMBANK. BORROW WASTE

0

452 0

21+50 (-L-)

10+00 (-Y-) 0

TOTAL

TOTAL

DEDUCTIONS FOR ANCHOR UNITS

DEDUCTIONS FOR ANCHOR UNITS

4 TYPE III @ 18.75’ = 75.00

75.00

225.00

10+00 (-L-)

012+25 (-RPA-)

will be paid for at the contract lump sum price for "Grading."Note: Approximate quantities only. Unclassified Excavation, and Borrow Excavation

SAY

TOTALS

10+00 (-RPB-) 13+25 (-RPB-)

0

0

1,779

1,800

3I-5500

772

247

75

10+00 (-RPC-)

10+75 (-RPD-)

11+25 (-RPC-)

130

0

0

13+39.52 (-Y-)

14+00.15 (-RPA-)

13+24.58 (-RPD-)

103

-RPA- 16+19.19 (-L-)

-RPB- 10+91.33 16+26.27 (-L-) 50 62.5

-RPC- 18+13.41 (-L) 62.5 62.5

-RPD- 18+06.57 (-L-) 12+47.35 RT 50 50

50

1

1 1

1 1

0 GRAU 350 @ 50’ = 0.00

TOTAL = 75.00

237.50

162.50

0.00

225.00

04-01-2014

ELEV - 177.53

E 2113845.5080

N 553847.3547

BL-1

ELEV - 191.85

E 2114146.9528

N 553597.5909

BL-2

ELEV - 194.79

E 2114458.7256

N 553300.4438

BL-3ELEV - 190.19

E 2114812.2053

N 553057.1602

BL-4

RE

VISIO

NS


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8/17/99

A

B C

D

I-5500 4

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

NCDOT FOR MONUMENT "B-4951-1"

WITH NAD 83 STATE PLANE GRID COORDINATES OF

NORTHING: 555314.133(ft) EASTING: 2111741.414(ft)

ELEVATION: 176.15(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.9998693571

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NGVD 29

"B-4951-1" TO -L- STATION 10+00 IS

S 55° 36’29.83" E 2412.34’

SC

RU

B

SCRUB

SC

RU

B

SCRUB

SCRUB

SCRUB

48" W

W 3S

BW

30’ C

&G

30’ C

&G

48"

WW

3S

BW

NAD 83

NC GRID

BRIDGE #57

ROXY DRIVE,LLC

DB 2459 PG 747

DB 2644 PG 467

LOYAL FREEMAN COLOSKY,III

GLEN COLOSKY

WARREN BASS

BARBARA AND

WARREN BASS

BARBARA AND

T

T

T

T

T

TO BUD HAWKINS RD (SR 1811)

DIXIE

LA

ND

RD (S

R 18

72)

COP

ARTE

RD (S

R 18

38)

DB 200 E PG 235

DB 200 E PG 235

N 50°38’18" W

591.60’

S 55°2

4’4

2"

W390.8

0’

1

2

3

4

5

6

7

8

9

10

11

N 40°3

3’5

2"

E

666.3

3’

PB 2001 PG 439

EXIS

TIN

G

R/

W

N 50°17’21" W

308.00’

S 40°5

7’3

9"

W

435.0

0’

R/W MON

R/W MON

R/W MON

ECM

EXISTING R/W

EXIS

TIN

G

R/

W

EXISTING R/WE

XIS

TIN

G

R/

W

70.0

0’

EXIS

TIN

G

R/

W

GRASS

GRASS

GRASS

30" C&G 30" C&G

35’ BST49’ BST

EXISTING R/W

EXISTING R/W

48"

WW

3S

BW

48" W

W 3S

BW

48"

WW

3S

BW

LONG BRANCH RD (SR 1002)

TO ERWIN 25’ BST

32’ B

ST

DR

BST

LONG BRANCH RD (SR 1002)

I-95 S

OU

TH

BO

UN

D

LA

NE

I-95 S

OU

TH

BO

UN

D

LA

NE

I-95

NO

RT

H

BO

UN

D

LA

NE

I-95

NO

RT

H

BO

UN

D

LA

NE

18’ B

ST

EL

M

ST. (

SR 17

85)

PI Sta 12+50.95

D

L = 501.60’

T = 250.95’

R = 6,000.00’

PI Sta 10+80.68

D

L = 161.23’

T = 80.68’

R = 1,637.02’

PI Sta 12+82.95D

L = 118.46’T = 59.24’R = 2,291.83’

10

-L-

-RPA-

-RPC-

-Y- POT Sta. 10+00.00

-Y- P

OT Sta. 13

+39.52

-RPA- PC Sta. 10+00.00

-RPA- PT Sta. 11+61.23

-RPB- P

OT Sta. 10+

00.00

-RPA- POT Sta. 14+

00.15

-RPD- P

OT Sta. 10+

00.00

-RPD- P

OT Sta. 13+

24.58

-RPC- POT Sta. 10+00.00

-RPC- PC Sta. 12+23.70

-RPC- PT Sta. 13+42.16

-RPB- P

OT Sta. 14

+52.78

-RP

B-

-R

PC-

-RP

D-

-L-

-L- P

OC Sta. 13

+11.7

9

-L- POC Sta. 14+

65.05

-L-

POC Sta. 14

+70.57

-L-

POT Sta. 19+

62.05

-L- POT Sta. 19+57.73

PT Sta. 15

+01.60

END STATE PROJECT

BEGIN STATE PROJECT

-L- PC STA 10+00.00

BEGIN CONSTRUCTION

BEGIN CONSTRUCTION

-RPA- POT Sta. 12+25.00

-RPC- POT Sta. 11+25.00

END CONSTRUCTION

BEGIN CONSTRUCTION

-RPD- POT Sta. 10+75.00

-RPB- POT Sta. 13+25.00

END CONSTRUCTION

11’11’

EXIS

T

11’11’

12’12’

16’

12’12’

16’

EXIS

T TYPE-III

TYPE-IIITYPE-III

TYPE-III

EXIST

EXIST

EXIST

EXIST

EXIST

-L- POT STA 21+50.00

BEGIN BRIDGE END BRIDGE

POT Sta. 16+22.64 POT Sta. 18+09.89

REMOVE AND REPLACE

EXISTING GUARDRAILREMOVE AND REPLACE

EXISTING GUARDRAIL

REMOVE AND REPLACE

EXISTING GUARDRAIL

REMOVE AND REPLACE

EXISTING GUARDRAIL

AT-1

AT-1 AT-1

AT-1

02

01

02

00

02

01

02

02

02

25’

+84.6

0

05

04

03

02

0102

0002

0102

0202

25’

+52.29

03

03

02

01

01

01

1 8’

PAVEMENT

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00

80

90

100

110

120

130

140

150

160

170

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190

200

210

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250

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250

5/14/99 SHEET NO.PROJECT REFERENCE NO.

14-

MA

Y-2014 08:2

5S:\

DD

C\


Long

Branch

Rd over I-95

Exit 71_

Harnett

Co\

Road

way\proj\42634_

Rdy_sht_5.D

GN

$$$$

US

ER

NA

ME$$$$

-L-

I-5500 5

176.5

7

PI = 12+00.00

EL = 180.75’

(+)3.2154%

(+)4.664

6%

VC = 200’

K = 138

PI = 14+80.00

EL = 193.81’

(+)4.664

6%(+)0.3708%

VC = 265’

K = 62

PI = 16+20.00

EL = 194.33’

(+)0.3708% (+)0.9748%

PI = 18+20.00

EL = 196.28’

(+)1.1099%

PI = 19+60.00

EL = 197.83’

(+)1.1099% (-)3.2382%

VC = 265’

K = 61

DS = 60mph

DS = 45mph

DS = 45mph

BE

GIN P

ROP

OS

ED

GR

AD

E

-L- 10

+70.0

0

193.3

0

-L- 21+

00.0

0

EN

D

PR

OP

OS

ED

GR

AD

E

EXISTING BRIDGE

10+00 11+00 12+00 13+00

80

90

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9S:\

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Exit 71_

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Co\

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GN

$$$$

US

ER

NA

ME$$$$

-Y-

I-5500 6

PI = 11+25.00

EL = 179.62’

(+)0.1357% (+)3.5869%

VC = 170’

K = 49

PI = 12+75.00

EL = 185.00’

(+)3.5869%

(+)2.4861%

VC = 50’

DS = 35mph

K = 45

DS = 40mph

179.4

5

BE

GIN P

ROP

OS

ED

GR

AD

E

-Y- 10

+40.0

0 186.3

0

-Y- 13

+27.2

9

EN

D

PR

OP

OS

ED

GR

AD

E

5/28/99


14-

MA

Y-2014 08:5

3S:\

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gn

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US

ER

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ME$$$$

10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00

10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 14+00

-RPA- -RPB-

-RPC- -RPD-

I-5500 7

175

185

195

205

DS = 40mph

190.3

7

BE

GIN P

ROP

OS

ED

GR

AD

E 196.19

EN

D

PR

OP

OS

ED

GR

AD

E

-R

PD- 10

+50.0

0

-R

PD- 13

+10.18

PI = 12+00.00

EL = 196.23’

VC = 200’

K = 48

(+)3.9041%

(-)0.0328%

175

185

195

PI = 13+25.00

EL = 191.50’

(+)3.0000%

(+)1.1432%

VC = 100’

K = 54

DS = 40mph

189.2

5

BE

GIN P

ROP

OS

ED

GR

AD

E

192.0

0

EN

D

PR

OP

OS

ED

GR

AD

E

-R

PA- 12

+50.0

0

-R

PA- 13

+87.9

8

175

185

195

(+)0.0000%

PI = 11+20.00

EL = 192.03’

(+)0.0000% (-)4.0722%

VC = 180’

K = 44

DS = 40mph

192.2

7

BE

GIN P

ROP

OS

ED

GR

AD

E

-L- 10

+13.9

7

184.7

0

-L- 13

+00.0

0

EN

D

PR

OP

OS

ED

GR

AD

E

175

185

195

205

DS = 35mph

196.16

BE

GIN P

ROP

OS

ED

GR

AD

E

193.9

8

EN

D

PR

OP

OS

ED

GR

AD

E

(-)1.3198%

PI = 10+50.00

EL = 195.66’

(-)3.3578%

VC = 70’

K = 34

-R

PC- 10

+12.0

3

-R

PC- 11+00.0

0

00

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Harnett

Co\

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way\xsc\42634_

Rdy_xpl_

L.d

gn

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8/23/99

PROJ. REFERENCE NO. SHEET NO.0

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X-1I-5500

-L-

5 10

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0.020 0.0203:1 3:1

177.53

178.79

0.020 0.0203:1 3:1

179.23

180.49

0.020 0.0203:1 3:1

181.11

182.34

0.020 0.020

3:12.4:1

183.17

184.36

0.020 0.020

2.5:1

185.41

186.45

0.020 0.020

2:1

187.75

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8/23/99


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X-2I-5500

-L-

5 10

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0.020 0.020

3:1 2.6:1

189.86

190.27

0.020 0.020

191.56

191.67

0.014 0.020

192.86

192.97

0.006 0.020

3:13:1

193.75

193.95

0.020 0.020

3:1

194.24

BEGIN BRIDGE

00

00

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Exit 71_

Harnett

Co\

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way\xsc\42634_

Rdy_xpl_

L.d

gn

$$$$

US

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NA

ME$$$$

8/23/99


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170 170

18+00.00

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170

18+50.00

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210 210

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19+00.00

200 200

210

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19+50.00

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200 200

210 210

180

20+00.00

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200 200

210 210

20+50.00

X-3I-5500

-L-

5 10

END BRIDGE

196.29

0.020 0.020 3:1

196.57

196.18

0.020 0.020 3:1

196.73

195.75

0.020 0.020

196.49

195.12

0.020 0.0203:1

195.84

194.21

0.020 0.0203:1 3:1

194.77

00

00

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Branch

Rd over I-95

Exit 71_

Harnett

Co\

Road

way\xsc\42634_

Rdy_xpl_

L.d

gn

$$$$

US

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ME$$$$

8/23/99


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200 200

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200 200

180 180

21+50.00

190 190

200 200

22+00.00

X-4I-5500

-L-

5 10

193.18

0.020 0.020 3:1

193.30

192.31

191.56

00

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Exit 71_

Harnett

Co\

Road

way\xsc\42634_

Rdy_xpl_

Y.d

gn

$$$$

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ME$$$$

8/23/99


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170 170

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170 17011+50.00

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200 200

170 17012+50.00

X-5I-5500

-Y-

5 10

179.37

179.67

0.020 0.0203:1

179.95

180.34

0.020 0.0203:1 3:1

180.88

181.52

0.001 0.0203:1 3:1

182.32

182.99

0.019 0.0203:1 2.4:1

184.10

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8/23/99


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200 200

170 17013+00.00

X-6I-5500

-Y-

5 10

184.35

0.039 0.0393:1

2:1

185.62

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Exit 71_

Harnett

Co\

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way\xsc\42634_

Rdy_xpl_

RP

A.d

gn

$$$$

US

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ME$$$$

8/23/99


180 180

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12+50.00

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200 200

170 170

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X-7I-5500

-RPA-

5 10

187.67

189.19

190.20

0.030 0.0303:1

3:1

190.69

190.60

0.030 0.0303:1 3:1

191.73

190.72

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Exit 71_

Harnett

Co\

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way\xsc\42634_

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RP

B.d

gn

$$$$

US

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ME$$$$

8/23/99


180 180

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200 200

170 170

10+00.00

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190 190

200 200

170 170

10+50.00

180 180

190 190

200 200

170 170

11+00.00

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190 190

200 200

170 170

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190 190

200 200

170 17012+00.00

X-8I-5500

-RPB-

5 10

190.87

190.74

0.027 0.027

3:1

191.98

190.29

0.023 0.0233:1

3:1

191.48

189.25

0.018 0.018

3:13:1

190.40

187.75

0.014 0.014

3:1

188.76

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8/23/99


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X-9I-5500

-RPB-

5 10

186.13

0.010 0.010

3:13:1

186.74

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way\xsc\42634_

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RP

C.d

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8/23/99


200 200

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200 200

210 210

180 18010+50.00

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170 170

11+00.00

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200 200

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190 190

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X-10I-5500

-RPC-

5 10

195.14

0.010 0.010 3:1

195.46

193.85

0.010 0.010

3:1

193.99

191.90

189.58

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C\


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Branch

Rd over I-95

Exit 71_

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RP

D.d

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$$$$

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X-11I-5500

-RPD-

5 10

188.39

190.25

191.98

0.010 0.0103:1

3:1

192.32

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0.010 0.0103:1

3:1

194.03

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0.010 0.0103:1

3:1

195.24

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Exit 71_

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way\xsc\42634_

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190 190

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210 210

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200 200

210 210

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X-12I-5500

-RPD-

5 10

195.23

0.010 0.010 3:13:1

195.96

195.46

0.010 0.0103:1

3:1

196.19

HARNETT COUNTY - NCDOT 6... · 6/18/2014 · -rpc- sta 11+25.00-rpd- sta 10+75.00 begin state...

Documents

Transcript of HARNETT COUNTY - NCDOT 6... · 6/18/2014 · -rpc- sta 11+25.00-rpd- sta 10+75.00 begin state...