AUGUST 15, 2018

JULY 31, 2017

ALEX HENDERSON

CUMBERLAND COUNTY

US 401 (RAMSEY STREET) AT SR 2523 (BIENVILLE DRIVE)

GRADING, DRAINAGE, WIDENING, PAVING, AND

PAVEMENT MARKINGS

D

T

V

=

=

=

=

=

%

MPH

ADT

ADT

% *

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

0

0

0

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

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

DF00230

PLANS

PROFILE (VERTICAL)

LOCATION:

TYPE OF WORK:

09/08/99

W-5706BDIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

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CO

NT

RA

CT:

TIP P

ROJE

CT:

W-5706B

AR

TM

E

N

N

A

S

O H

DE

P

TOF TRA

SPO

RT

TIO

N

TA

TE

OF N RTC

A

RO

LIN

A

Carv

ers

Creek

Wolk

point

Dr.

Lou

Dr.

RachelRd.

Farm Rd.

Palestine Rd.

Slocomb Rd.

McBryde

St.

Norfolk

Southern

Corporation

Ra

msey

St.

401

(N.T.S.)VICINITY MAP

401Currin

Lake

LIMITSPROJECT

Ch.

Palestine

ElliotBridge

Rd.

Elliot

2038

2018 15,000

24,500

50

5

55

* TTST =2% DUAL =3%

FUNC CLASS =

MINOR ARTERIAL

44852.1.2

44852.2.2

44852.3.2

P.E.

ROW/UTIL

CONST.

4

-L- STA. 12+15.00

BEGIN TIP PROJECT W-5706B

-L- STA 23+55.00

END TIP PROJECT W-5706B

TO SR 1607 (ELLIOT BRIDGE RD.)TO I-295-L- US 401 (RAMSEY ST.)

-Y- SR 2523 (BIE

NVIL

LE

DR.)

HSIP-0401(280)

HSIP-0401(280)

HSIP-0401(280)

TOTAL LENGTH OF TIP PROJECT W-5706B = 0.216 MI50 1002550

50 25 50 100

5 10510

431 Transportation Dr., Fayetteville NC, 28301

FINAL PLANS

2018 STANDARD SPECIFICATIONS

JOHN GAUTHIER

-Y- STA. 11+50.00

BEGIN CONSTRUCTION

NAD 83 2011

This electronic collection of documents is provided

for the convenience of the user

and is Not a Certified Document –

The documents contained herein were originally issued

and sealed by the individuals whose names and license

numbers appear on each page, on the dates appearing

with their signature on that page.

This file or an individual page

shall not be considered a certified document.

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

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

C

F

Existing Easement Line

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 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.

SHEET NO.PROJECT REFERENCE NO.

1BW-5706B

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

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

TUE

DUE

AUE

CRProposed Curb Ramp

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

CA

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

Primary Horiz Control Point

Primary Horiz and Vert Control Point

Secondary Horiz and Vert Control Point

Exist Permanent Easment Pin and Cap

New Permanent Easement Pin and Cap

Vertical Benchmark

New Right of Way Line

Concrete or Granite R/W Marker

New Right of Way Line with

Concrete C/A Marker

New Control of Access Line with

New Control of Access

New Temporary Construction Easement

New Temporary Drainage Easement

New Permanent Drainage Easement

New Permanent Drainage / Utility Easement

New Permanent Utility Easement

New Temporary Utility Easement

New Aerial Utility Easement

12/2/2016

Computed Property CornerRIGHT OF WAY & PROJECT CONTROL:

New Right of Way Line with Pin and Cap

SHEET NO.PROJECT REFERENCE NO.

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DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

CL

GRADEPOINT

GRADE TO THIS LINE

0.08 0.08

TYPICAL SECTION NO.

12' 12' 12'

2'PS

2'PS

6'

EXIST EXIST

1

-L- STA 15+47.91 TO -L- STA 20+21.91

PROJECT NOTES

MILLING AT PAVEMENT TIE-INS

EXISTING CONCRETE PAVEMENT OR

NON-RESURFACEABLE BRIDGE DECKS

OF SURFACE COURSE

MILL EXISTING PAVEMENT

BEGINNING OR ENDING OF MAP,

APPROX. THICKNESS

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

75'

COURSESURFACE

EXISTING

FINAL PAVEMENT DESIGN

3:1

SEE X-SECTIONS

TRANSITION FROM EXISTING (-L- STA 12+15.00) TO -L- STA 15+47.91

SEE X-SECTIONS

TRANSITION FROM -L- STA 20+21.91 TO EXISTING (-L- STA 23+55.00)

9' W/GR

6'

2:1 TO 3:1

2:1 TO 3:1

7' TO 12'

VAR

910-364-0606, 14 DAYS PRIOR TO FINAL PLACEMENT.

FOR SIGNS AND PAVEMENT MARKINGS, CONTACT TRAFFIC SERVICES

PAVEMENT MARKINGS.

UNIT FOR PROPOSED SIGNS AND PLACEMENT OF ALL

CONTRACTOR SHALL COORDINATE WITH LOCAL TRAFFIC SERVICES

EXIST

EXISTEXIST

2:1 TO

3:1

GRADE TO THIS LINE

REPLACEMENT, OR INSTALLATION OF SIGNS.

THERE WILL BE NO DIRECT PAY FOR THE RELOCATION, REMOVAL,

REPLACING, OR INSTALLING SIGNS AS DIRECTED BY THE ENGINEER.

THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING, REMOVING,

*****SIGNING WILL BE INCIDENTAL TO THE PROJECT*****

12. Contractor shall provide driveway turnouts at all soil or gravel drives as directed by the Engineer.

Control of Access and Drainage Easements Per NCDOT Division 6 Special Provision in the contract.

11. The contractor shall be responsible for the permanent staking of all Proposed Right of Way,

10. Contractor to install Erosion Control devices as directed by the Engineer.

unless otherwise indicated on plans.

45' on center in tapers, and 10' on center in radii, and shall be set 3' off the edge of travelway,

9. Channelizing devices in work areas shall be spaced not greater than 50' on center in tangent areas,

directed by the Engineer.

8. During periods of construction inactivity, place cones/drums 3' from existing edge of pavement (travelway) as

7. Access to police and fire stations, fire hydrants, and hospitals shall be maintained at all times.

6. During periods of construction inactivity, the difference in elevation between lanes shall not exceed 1-1/2 inch.

5. The Contractor shall not be allowed to stop traffic for more than 5 minutes at a time in any one direction.

periods of construction inactivity.

4. A minimum of two-way, two-lane traffic (plus all existing left and right turn lanes) shall be maintained during

travelway that has been graded leaving no more than a 1" drop-off.

3. At the end of each workday, the Contractor shall be required to backfill any area adjacent to existing

2. Ingress and egress shall be maintained to all businesses and dwellings on the project.

1. The Contractor shall not work on both sides of the road simultaneously within the same area.

6'

IN CUBIC YARDS

WASTEBORROWUNDERCUTLOCATION EMBT+%

SUMMARY OF EARTHWORK

EXCAVATION

UNCLASSIFIED

310 1540

PROJECT TOTAL 325 1944

-L- 12+15.00 TO 23+55.00

-Y- 11+50.00 TO 12+04.65

SHOULDER BORROW

4

1619

15

400

5% TOP SOIL ON BORROW PIT 81

GRAND TOTAL 1700

SAY 1710

1230

11

400

WASTE IN LIEU OF BORROW -11 -11

APPROXIMATE QUANTITIES ONLY. GRADING WILL BE PAID AS LUMP SUM. SEE SPECIAL PROVISION.

10.5" 10.5"

5'~ ~

NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.

PAVEMENT SCHEDULE

EXISTING PAVEMENT.U

PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,D1

TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

C1PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.

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

PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1

AGGREGATE SHOULDER BORROW.T

RE

VISIO

NS

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8/17/99

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

W-5706B 4

REM

RET

W/ 4'-18" RCP CL IV

COLLAR AND EXTEND

INV = 237.35'

+21.01 38.80' LT

88'-18" RCP CL IV

INV = 237.85'

+08.83 44.04' LT

88'-18" RCP CL IV

W/ HEADWALL

W/ 4'-18" RCP CL IV

COLLAR AND EXTEND

GRADE TO DRAIN

29.5' BST NC HWY 401 (RAMSEY ST. SR 3950)

TO ELLIOT BRIGDE RD. ( SR 1607)TO RACHEL ST ( 1770 SR )

29.5' BST NC HWY 401 (RAMSEY ST. SR 3950)

T

C TTTC

18" RCP

24' B

ST

BIE

NVIL

LE

ST (S

R 2523)

WOODS

WOODS

WOODS WOODS

72" WD

ECM

16" DI D.A.T.U.R.

16" DI D.A.T.U.R.

8" D

I D.A.T.U.R.

T

T TINV=229.06'

INV=231.53'

18" R

CP

4' CONC HW

EIP

EIP EIP

10' S

OIL

10' S

OIL

S 01°56'25" W

213.61'

N 89°5

1'00" W

107.3

5'

N 89°5

1'00" W

599.9

8'

N 89°5

1'00" W

492.6

3'

100.0

0'

60.00'

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

N 02°04'00" E

180.00'

N 88°3

1'00" W

315.9

5'

N 89°0

6'0

0" W

341.9

3'

N 89°0

6'0

0" W

400.0

0'

S 01°15'00" W

108.00'

N 00°54'00" E

69.18'

N 89°0

6'0

0" W

58.0

7'

N 87°5

6'0

0" W

100.0

0'

EXISTING R/W

EXISTING R/W

RONALD BOGLEDB 2756 PG 273

N 89°4

7'3

2" W

180.0

0'

PB 41 PG 28

TILLMAN

EDITH

PG 21

DB 2276

DB 2133 PG 115

DB 9059 PG 688PB 43 PG 21

DB 9562 PG 700PB 44 PG 27

DB 6801 PG 36PB 44 PG 27

JERRY TAYLORDB 8798 PG 182

PERCY CURRINDB 6631 PG 211PB 111 PG 56

EDITH TILLMAN

DAVID PRESTON

MATTHEW GOSSARDJOSEPH MANSFIELD

DB 8868 PG 899PB 51 PG 43

K&J S PROPERTIES

DB 8297 PG 373

R O BURNS LLC

PB 125 PG 162

S 88°4

6'2

9" E

210.6

2'

D.A.T.U.R.D.A.T.U.R.

D.A.T.U.R.

D.A.T.U.R.

D.A.T.U.R.

D.A.T.U.R.

D.A.T.U.R.

D.A.T.U.R.D.A.T.U.R.

D.A.T.U.R.

INV=237.75'

INV=238.91'

WATER LINE STOPS

WOODS

100.0

0'

NCGS "HAUL"

N 89°5

1'00" W

419.9

8'

125' SIG

HT EAS

M'T

125' SIG

HT EAS

M'T

N 88°0

1'00" W

108.2

2'

N 87°5

0'3

5" W

100.0

0'

S

15' S

OIL

DB 5689PG 391PB 110 PG 21

DANIEL BOWMAN

DB 8297 PG 373

R O BURNS LLC

PB 125 PG 162

-Y- POT Sta. 10+00.00

-L- Sta. 19+59.69

-Y- POT Sta. 12+22.48 =

150' FULL

TURNOUT

DRWY

TURNOUT

DRWY

TURNOUT

DRWY

200' TAPER330' TAPER200' TAPER

PS2'

12'

12'

12'

PS2'

PS2'

12'12'12'

EXIS

T

EXIS

T

EXIST

-L- STA. 12+15.00

BEGIN TIP PROJECT W-5706B

-L- STA 23+55.00

END TIP PROJECT W-5706B

15+00

20+00

-L- POT Sta. 24+15.00

RR SPIKE IN BASE OF 8" PINE

ELEV. 243.97'

-L- STA 19+69.18 45.81' RT

BM #118.89' RT

-L- STA 14+62.30

ELEV 243.06'

E 2045000.9430

N 527265.6941

-BL- 2

20.79' RT

-L- STA 19+57.74

ELEV 242.07'

E 2045013.4436

N 527760.9842

-BL- 3

R=

40'

50' FULL

11'

PS2'

AT-1

330' TAPER

-L-

+17.9

1

+61.15

+51.91

GREU TL-3

-Y- STA. 11+50.00

BEGIN CONSTRUCTION

DRIVE WITHIN ROW AND EASEMENT

PLACE 3" INCIDENTAL STONE IN

2 3 4

5

1

EX. R/W

65' PDE/TCE

-L- +25.00

EX. R/W

65' PAE

-L- +60.00

EX. R/W

65' PDE/PAE

-L- +05.00

PERMANENT ACCESS EASEMENT FOR DRIVE

EX. R/W

60' TCE

-L- +70.00

EX. R/W

60' TCE

-L- +80.00

6 6

65' TCE/EX.

-L- +95.89

F F F

FF F

F F F F FF

F F

F

F F F

F F F F F F F F F F F FF F F

F F F F

FFFF

F

C

C C

CCC C

NAD 83 / 2011

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 24+00

220

230

240

250

260

220

230

240

250

-L-

5W-5706B

13+0012+0011+00

230

240

250

260

-Y-

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DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

-L- STA 23+55.00 ELEV = 242.20'

END TIP PROJECT W-5706B

-L- STA 12+15.00 ELEV = 244.84'

BEGIN TIP PROJECT W-5706B

ELEV = 238.73'

-Y- STA 11+50.00

BEGIN CONSTRUCTION

ELEV = 242.67'

-Y- STA 12+04.48

END CONSTRUCTION

230

240

250

260

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

6/23/16

245 245

250 250

240 24011+00.00

245 245

250 250

240 24011+50.00

245 245

250 250

240 24012+00.00

245 245

250 250

12+50.00

240 240

245 245

250 250

13+00.00

240 240

245 245

250 250

255 255

13+50.00

X-1W-5706B

-L-

2.5 5

244.68

244.77

244.82

244.84

3:13:1MATCH EXISTING SLOPE

S.S. 242.69

244.67

3:1 3:1

S.S. 242.26

244.50

DRIVE

3:13:1

240.86

MATCH EXISTING SLOPE

10'

S.S. 241.68

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

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7070

7070

7575

7575

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PROJ. REFERENCE NO. SHEET NO.0

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240 240

245 245

250 250

235 23514+00.00

235 235

240 240

245 245

250 250

14+50.00

235 235

240 240

245 245

250 250

230 230

15+00.00

230 230

235 235

240 240

245 245

250 250

15+50.00

X-2W-5706B

-L-

2.5 5

244.323:1

3:13:1

239.97

MATCH EXISTING SLOPE

12'

S.S. 238.96

S.S. 240.88

244.143:1

239.83

3:1

2.5:1

12'

S.S. 236.04

S.S. 240.56

244.062:1

3:1

S.S. 234.55

S.S. 238.73

243.98

2:1

2.5:1

MATCH EXISTING SLOPE

S.S. 230.73

S.S. 238.16

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

23-J

UL-2018 10:4

9H:\

DD

C\

Projects\

W-5706

B

US 401 (R

amsey St) at

Bienville\

Road

way\

XS

C\

W-5706

B_

Rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

PROJ. REFERENCE NO. SHEET NO.0

6/23/16

230 230

235 235

240 240

245 245

250 250

225 225

16+00.00

230 230

235 235

240 240

245 245

250 250

16+50.00

230 230

235 235

240 240

245 245

250 250

17+00.00

X-3W-5706B

-L-

2.5 5

243.90 2:1

2:1

MATCH EXISTING SLOPE

S.S. 229.35

S.S. 235.23

243.82

2:1

2.5:1

S.S. 228.64

S.S. 235.92

243.72

2:1

2.5:1

MATCH EXISTING SLOPE

S.S. 228.80

S.S. 236.77

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

23-J

UL-2018 10:4

9H:\

DD

C\

Projects\

W-5706

B

US 401 (R

amsey St) at

Bienville\

Road

way\

XS

C\

W-5706

B_

Rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

PROJ. REFERENCE NO. SHEET NO.0

6/23/16

230 230

235 235

240 240

245 245

250 250

225 225

17+50.00

235 235

240 240

245 245

250 250

230 230

18+00.00

235 235

240 240

245 245

250 250

18+50.00

240 240

245 245

250 250

235 23519+00.00

X-4W-5706B

-L-

2.5 5

243.52

2:1

2.5:1

MATCH EXISTING SLOPE

S.S. 230.74

S.S. 237.54

243.32

2:1

3:1

S.S. 232.85

S.S. 238.41

243.222:1

3:1

S.S. 235.14

S.S. 239.01

243.15

3:1

2:1

MATCH EXISTING SLOPE

S.S. 237.26

S.S. 239.46

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

23-J

UL-2018 10:4

9H:\

DD

C\

Projects\

W-5706

B

US 401 (R

amsey St) at

Bienville\

Road

way\

XS

C\

W-5706

B_

Rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

PROJ. REFERENCE NO. SHEET NO.0

6/23/16

240 240

245 245

250 250

235 235

19+50.00

240 240

245 245

250 250

235 235

20+00.00

240 240

245 245

250 250

235 23520+50.00

240 240

245 245

250 250

235 23521+00.00

240 240

245 245

250 250

21+50.00

X-5W-5706B

-L-

2.5 5

243.08

-Y-

3:1

PROP 18" RCP CL IV

MATCH EXISTING SLOPE

S.S. 240.09

237.52

243.00

-Y-

3:1

S.S. 240.83

237.79PROP 18" RCP CL IV

242.93

3:12:1 3:1

239.32

9'

S.S. 241.72

241.20

242.85

3:1

239.53

2.5:1

8'

S.S. 242.90

242.71

3:1

3:1

MATCH EXISTING SLOPE

239.77

3:1

7'

S.S. 243.67

240.92

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

23-J

UL-2018 10:4

9H:\

DD

C\

Projects\

W-5706

B

US 401 (R

amsey St) at

Bienville\

Road

way\

XS

C\

W-5706

B_

Rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

PROJ. REFERENCE NO. SHEET NO.0

6/23/16

240 240

245 245

250 250

235 235

22+00.00

240 240

245 245

22+50.00

240 240

245 245

250 250

255 255

235 23523+00.00

240 240

245 245

235 235

23+50.00

235 235

240 240

245 245

250 250

24+00.00

X-6W-5706B

-L-

2.5 5

242.56

3:13:1

MATCH EXISTING SLOPE

239.95 239.81

242.44

3:13:1

239.48

242.33

DRIVE

3:1

239.07

242.21

3:13:1MATCH EXISTING SLOPE

238.53

242.09

EXISTING

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

23-J

UL-2018 10:4

9H:\

DD

C\

Projects\

W-5706

B

US 401 (R

amsey St) at

Bienville\

Road

way\

XS

C\

W-5706

B_

Rdy_xpl_

Y.d

gn

$$$$

US

ER

NA

ME$$$$

PROJ. REFERENCE NO. SHEET NO.0

6/23/16

235 235

240 240

245 245

230 230

11+40.00

235 235

240 240

245 245

11+50.00

240 240

245 245

235 23511+60.00

240 240

245 245

235 23511+70.00

240 240

245 245

235 23511+80.00

X-7W-5706B

-Y-

2.5 5

238.19

238.73

EXISTING

239.34

MATCH EXIST SLOPE

239.94

3:1

240.55

MATCH EXIST SLOPE3:1