9 8 0 STATE OF NORTH CAROLINA 9 0 DIVISION OF ...jumpo-nc.org/wp-content/uploads/2019/01/U-5319RDY.pdfU-5319 1B Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed

D

T

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FUNC CLASS =

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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 DATAPrepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

PROJECT ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

See Sheet 1-A For Index of Sheets

06-

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C-2017 13:5

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Road

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Proj\sr13

08_rdy

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TB CO

NT

RA

CT:

TIP P

ROJE

CT:

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

5

NCDOT CONTACT

ONSLOW COUNTY

50 25 50 100

50 10050 25

10 2010 5

AND NC 53 (WESTERN BOULEVARD)INTERSECTION OF SR 1308 (GUM BRANCH ROAD)

PROJECT ROADWAY DESIGNER

LOCATION:

TYPE OF WORK:

NSRS 2007

NAD 83/

BEGIN PROJECT

END PROJECT

SR 1308

GU

M

BRANCH ROAD

BLVDWESTE

RN

4

-L-

-Y-

VICINITY MAP

U-5319

U-5319

45433.1.1 PE

TOTAL LENGTH OF TIP PROJECT U-5319

LENGTH OF ROADWAY TIP PROJECT U-5319

MINOR ARTERIAL

REGIONAL TIERN

C 53

WESTER

N

BLV

D

& NC 24TO US 258

ROAD SR 1308GUM BRANCH

-L- POT STA 25+00.00

BEGIN TIP PROJECT U-5319

TO US 17

7

6DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

-L- POT- STA 42+00.00

END TIP PROJECT U-5319

28,300

2040 52,600

8%

60%

4% *

DUAL=3%* TTST=1%

50 MPH

= 0.322 MILES

= 0.322 MILES

HPPSTP-1308(013)

-Y- POT- STA 109+21.00

END CONSTRUCTION U-5319

90

%

PL

AN

SU

BMIT

TA

L

-YXO- POT- STA 14+07.55

END CONSTRUCTION

-YXO- POC- STA 10+88.41

-Y- POC- STA 89+90.00

BEGIN CONSTRUCTION U-5319

GRADING, DRAINAGE, PAVING AND SIGNALSEXISTING TRAFFIC SIGNAL

DC0018

4

MICHAEL BASS

45433.1.1 HPPSTP-1308(013) ROW/CONSTR

JUNE 28, 2017

2015

K2018 STANDARD SPECIFICATIONS

APRIL 19, 2018

DOUG M. WHEATLEY, PE

CORY GRELL, PE

Moon

Cree

k

Elem. Sch.Parkwood

RIV

ER

NE

W

High Sch.Jacksonville

Half Moon Creek

Creek

Moon

Half

NC License No: C-1554

Raleigh, North Carolina 27609

343 E. Six Forks Road, Suite 200

HNTB NORTH CAROLINA, P.C.

U-5319 1B

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.

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

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. C2PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1

U

D1PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,

TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.2'-6" CURB AND GUTTERR1

C1AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.

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

GRADE

POINT

GRADE TO THIS LINE TYPICAL SECTION NO. 2

GRADE

POINT

GRADE TO THIS LINE TYPICAL SECTION NO. 1

-L- STA 25+00.00 TO STA 27+00.00

-L- STA 27+00.00 TO STA 33+28.34

2A-1

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

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

BE PLACED IN LAYERS NOT LESS THAN 1 1/2" OR GREATER THAN 2" IN DEPTH.C3

PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,

D2GREATER THAN 4" IN DEPTH.

DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" OR

TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"

PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO

THAN 5.5•" IN DEPTH.

BE PLACED IN LAYERS NOT LESS THAN 3" OR GREATERE2

RE

VISIO

NS


ROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

U-5319

**NOTE: FROM -L- STA 28+00.00 TO STA 30+00.00 MILL EXISTING PAVEMENT

MILLING (VARIABLE)V

WHICH AVOID IMPACTS TO THE EXISTING SIDEWALK.*NOTE: SEE CROSS SECTIONS FOR AREAS OF THE BERM

DOCUMENT NOT CONSIDERED FINAL


5" MONOLITHIC ISLAND (SURFACE MOUNTED)R2

4" CONCRETE SIDEWALKS

-L-

/// /// /// ///

MIN.

U

E2

3"MIN.

2.5"MIN.

2.5"

MIN.

3"

Detail Showing Method of Wedging

C SURVEY L

C3

D2 D1C1

E2

GRADE TO THIS LINE

GRADE TO THIS LINE

EARTH MATERIALT

EXISTING PAVEMENT

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FINAL PAVEMENT SCHEDULE

CL

C1D1

E1

0.025

2'

6"

T

R1C1

0.025 0.025

UW

-L-

C2

11"

2'

6"

T

R1

1:1

12'-11' 12'-11' 6'-8.5' 6'-19' 12'-11' 12'-11'

SEE XSC*VARIES

0.025

10' 3'-6" MIN

GROUNDEXISTING

GROUNDEXISTING

CL

C1D1

E1

0.025 0.025

2'

C1

0.025 0.025

U

R2

5.5'

(SEE PLANS)

-L-

C2

11"

11' 11' 11' 11' 11'8'3'2'

V **

6.5'-10'3'-6" MIN

GROUNDEXISTING

GROUNDEXISTING

VAR.

R2

(SEE PLANS)

VAR.

SEE XSC*VARIES1' SAW CUT

W

C2

D1

6"

T

R1

1:1

SEE XSC*VARIES

C2

D1

1' SAW CUT6"

T

R1

SEE XSC*VARIES

J1

J1

VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAILW

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

PROP. 6" AGGREGATE BASE COURSEJ1

PAVEMENT DESIGN





2A-2

RE

VISIO

NS


ROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

4:1

4:1

GRADE TO THIS LINE

4:1

4:1

GRADE

POINT

GRADE TO THIS LINE

GRADE

POINT

U-5319



C2

C3

D2

E1

T

U

D1

R2

2'-6" CURB AND GUTTERR1

V

C1 PROP. APPROX. 1.5" ACSC, TYPE S9.5B

PROP. VAR. DEPTH ACSC, TYPE S9.5B

PROP. VAR. DEPTH ACIC, TYPE I19.0B

PROP. APPROX. 4" ACIC, TYPE I19.0B

MILLING (VARIABLE)

E2

S

5" MONOLITHIC ISLAND (SURFACE MOUNTED)

4" CONCRETE SIDEWALK

GRADE TO THIS LINE

GRADE TO THIS LINE

PROP. APPROX. 3" ACSC, TYPE S9.5B

PROP. APPROX. 4" ACBC, TYPE B25.0B

PROP. VAR. DEPTH ACBC, TYPE B25.0B

EXISTING PAVEMENT

EARTH MATERIAL

HN

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CL

C1D1

0.0250.025

2'

C1

0.0250.025

U W

R2

5.5'

4'

(SEE PLANS)

-L-

C2

0.02

11'11'11'11'11' 2' 10'

0.02

-L- STA 34+54.35 TO STA 39+00.00

V**

8.5' 2.5'

TYPICAL SECTION NO. 3

11"

**NOTE: FROM -L- STA 34+54.35 TO STA 36+00.00 MILL EXISTING PAVEMENT

2.5'-10'

GROUNDEXISTING

GROUNDEXISTING

6"

T

R1

1:1

C2

D1

1' SAW CUT6"

T

R1

CL

C1D1

0.0250.025

2'

C1

0.0250.025

U W

R2

5.5'

4'

(SEE PLANS)

-L-

C2

2' 10'

-L- STA 39+00.00 TO STA 42+00.00


11"

11'-12'VAR.

11'-12'VAR.

6'-8.5'VAR.

0.5'-13.5'VAR.

11'-12'VAR.

11'-12'VAR.

2.5'-10'VAR.

4:1

4:1GROUNDEXISTING

6"

T

R1

1:1

C2

D1

0.02

1' SAW CUT 4:1

4:1

0.02

GROUNDEXISTING

6"

T

R1


J1

J1

W STANDARD WEDGING DETAILVARIABLE DEPTH ASPHALT PAVEMENT (SEE

J1

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

PROP. 6" ABC

E1

E1

PAVEMENT DESIGN





C2

C3

D2

E1

T

U

D1

R2


V

2A-3

RE

VISIO

NS


ROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.





U-5319

MILLING (VARIABLE)



6:14:1

4:1

6:1

GRADE

POINT

GRADE

POINT

CL


2'

0.025

-Y-

SEE PLANSVARIES

.086:1

6'

4'SEE PLANSVARIES

8'

0.08

2'

0.025 .035 6:1

6'

4'

8'

0.08

6:1

4:1VARIABLE

GROUNDEXISTING

30'

6:1

18'

4:1

GROUNDEXISTING

FO

R C

UTS

HIN

GE P

OIN

T

6'

-Y- STA 92+17.08 TO STA 93+97.37

GRADE

POINT

CL -YXO-

GRADE

POINT0.025

2' 4'

GROUNDEXISTING

SIDEWALKCONC.

VARIES

E2

S

S



GRADE TO THIS LINE

GRADE TO THIS LINE

GRADE TO THIS LINE GRADE TO THIS LINE

12'-36'VAR.

11"

34'

ROLLOVERMAX .06




EARTH MATERIAL

EXISTING PAVEMENT

11"

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CL


C1

2'

0.025

-Y-

0.086:1

C2

D1

6'

4'

8'

0.08

C2C2

2'

0.0256:1

6'

4'

8'

0.08

D1

6:1

4:1VARIA

BLE

GROUNDEXISTING

30' 18'

GROUNDEXISTING

GROUNDEXISTING

FO

R C

UTS

HIN

GE P

OIN

T

6' 10'12'

-Y- STA 89+90.00 TO STA 92+17.08

CL -YXO-

0.025

12'

E1

0'-44'VAR.

U E1E1D1

0'-12'VAR.

11"11"

ROLLOVERMAX .06

0.035

PLANSSEE

VARIES

PLANSSEE

VARIES

11"

TTTT

3:1 M

AX

VAR. 12'-24' VAR. 12'-53'

C2D1

E1TT

VAR. 0'-44'

T E1D1

C2

UE1

D1

C2

T

C1

STANDARD WEDGING DETAILVARIABLE DEPTH ASPHALT PAVEMENT (SEE

W

J1


PROP. 6" ABC

3:1 M

AX

PAVEMENT DESIGN






6:1

8'

2'

EXIST.

SEE PLANSVARIES

.08

6'

4'SEE PLANSVARIES

8'

0.086:1

18'

4:13:1 M

AX

4:1

GROUNDEXISTING

6:1

GROUNDEXISTING

FO

R C

UTS

HIN

GE P

OIN

T

6' 10'

GRADE

POINT

EXIST.6:1

2'

0.025

SEE PLANSVARIES

.08

6'

4' SEE PLANSVARIES

0.08

GRADEPOINT

0.025

6:1

4:1VARIA

BLE

GROUNDEXISTING

30'

-Y- STA 93+97.37 TO STA 99+52.70

C2

C3

D2

E1

T

U

D1

R2


V

2A-4

RE

VISIO

NS


ROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.





U-5319

MILLING (VARIABLE)



E2

S



GRADE TO THIS LINE

GRADE TO THIS LINE

GRADE TO THIS LINE

CL-Y-

34'



EARTH MATERIAL

EXISTING PAVEMENT


HN

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34'

12'-24'VAR.

11"


VAR. 20'-44'VAR. 12'-24' VAR. 12'-24' VAR. 12'-24'

E1

D1 C2C1

C2 D1

E1U

11"

D1

E1

C2

11"

U

C1

T T T T

C2 D1

E1

11"


0.020

2'

6'

0.08GROUNDEXISTING

0.025

SEE PLANSVARIES2'

GROUNDEXISTING

0.020 0.200

CL -Y-71'

35'

(SEE PLANS)

34'

0.200

GRADEPROFILE

Y_LT

POINT

GRADEPROFILE

Y_RT

POINT

-Y- STA 104+42.46 TO STA 108+50.00 LT-Y- STA 100+59.30 TO STA 108+50.00

*

*4'

C1C2 D1

E1U W

R2 C1

GRADE TO THIS LINE

11"11"

11"

E1

C2

D1

U W

C1

VAR. 10'-22' VAR. 26'-38'

STANDARD WEDGING DETAILVARIABLE DEPTH ASPHALT PAVEMENT (SEE

W

V**

STA 102+00.00 MILL EXISTING PAVEMENT**NOTE: FROM -Y- STA 100+50.00 TO

J1


PROP. 6" ABC

PAVEMENT DESIGN





36'

110' EOT BAY TAPER LT

33'

6'

10.3

2'

5.5'

44'

55'

8.5'

8.5'

25.4'1

2.0'

31.3'

3'

33'

5.5'

55'

3'

22'

55'

5.5'

13.5'

21'

1'

36'

48'

22'

10'

4'

-L- AND -Y-INTERSECTION AND DIMENSION DETAIL

-L- AND -Y-INTERSECTION AND DIMENSION DETAIL

300' EOT TAPER RT

+00.0

0

TAPER RT

100' MEDIAN BAY

+00.0

0

+83.19

114' R

100' R

+20.11

50' R

+78.9

3

2.0' R

59.85' LT

+32.62 -L-

55.75' R

81.50' LT

+79.08 -L-

45.75' R

71.50' LT

+78.93 -L-

1.0' R

38.25' LT

+46.07 -L-

1.0' R

38.25' LT

+15.83 -L-

+10.11

+57.2

0

+80.3

1

43' R

5.32' R0.07' LT

+05.32 -L-

+39.6

5

2.00' R

16.25' RT

+53.00 -L-

-Y-

+01.77

2' PS

4' PS

-Y-

+28.18

-Y-

+28.29

-Y-

+87.74

2' PS

2' PS

50' R

30' R

30' R

TAPER RT100' EOT BAY

+00.0

0

+00.0

0

200' EOT BAY TAPER RT

100' MEDIAN TAPER LT

+79.0

8

+00.0

0

-Y-

4' PS

2' PS

-Y-

-L- -L-

+97.3

9

45' R

35' R

-Y-

+94.46

+00.00

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.


U-5319



2B-1

-Y- STA 98+00.00

MATCHLINE SEE SHEET 6

-L- STA 36+

00.0

0M

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-Y- STA 102+50.00


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5/14/99

FOR -Y- PROFILE, SEE SHEET 9FOR -L- PROFILE, SEE SHEET 8FOR -L- AND -Y- ALIGNMENTS, SEE SHEET 4

54.6

4'

RT

+85.0

8

0

PLANS

50 1002550

NAD 83/ 2007

+03.2

8

PROP GUARDRAIL

AT-1

CAT-1PROP GUARDRAIL

+30.18

+63.6

6

50' R50' R

+16.09 -Y-

2.58' LT

8.00' R

26'

72'

7.5' R

10.5' RT

+12.72 -Y-179' R

179' R

2.0' R

5.75' LT

+80.00 -L-

8:1 TAPER

-Y-

+54.29

-Y-

+13.74

8:1 TAPER

TAPER RT

200' IE

OT

55' R

25.00' R

73.39' LT

+25.66 -Y-

GREU TL-3

GREU TL-3

100

-Y- POT STA 100+17.09

-L- POT STA 34+03.50 =

-L- 25+

00

-L- 30+

00

35+

00

-L-





Slope

Ditch

Front

(SURFACE MOUNTED)CONCRETE ISLANDPROP. 5" MONOLITHIC

SIDEWALKEXISTINGTIE TO



PLACEREMAIN IN SIDEWALK TO

REMAIN IN PLACESIDEWALK TO

PLACEREMAIN IN SIDEWALK TO

RETAIN

15" RCP-IVREMOVE

RETAIN

15" RCP-IV

RETAIN

RETAIN

RETAIN RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

SEE DETAIL 1

SPEC. CUT DITCH

RCP-IV

15"

RCP-IV

15"

TO TB JB w/ MH

BLIND JB

CONVERT

TO TB JB w/ MH

BLIND JB

CONVERT

TO TB JB w/ MH

CONVERT DI

TO TB JB w/ MH

w/ SLAB LID

CONVERT JB

TO TB JB w/ MH

CONVERT CB

TO TB JB w/ MH

BLIND JB

CONVERT

PLUG & FILL

& FILL

PLUG

PLUG & FILL

4' OF 15" RCP

REMOVE DI AND

RETAINRETAIN

NAD 83/ 2007

-L- STA 36+

00.0

0M

ATC

HLIN

E SEE S

HEET 5

FOR -L- PROFILE, SEE SHEET 8

-L-

-Y-

06-

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ENGINEER ENGINEER

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

4U-5319



-Y- STA 98+00.00


-Y- STA 102+50.00


FOR -Y- PROFILE, SEE SHEET 9

SR 2071 (Western Blvd)

14,200

24,000

3,000

5,100

21,500

41,200

700

1,200

2,400

4,000

10,000

16,900

28,300

52,600

500

800

TRAFFIC DIAGRAM

Rd)

(Gum Branch

SR 1308

Rd)

(Gum Branch

SR 1308

2015

2040AADT YEAR

FOR -Y- INTERSECTION DETAIL, SEE SHEET 2B-1

NC 53 (Western Blvd)

EXISTING TRAFFIC SIGNAL

-L- POT STA 25+00.00BEGIN CONSTRUCTIONBEGIN TIP PROJECT U-5319

RE

VISIO

NS

Rig

ht-

of-

way Revisio

n 08-15-2017 -

Parcel 6

RO

W

Fla

g

Change for Fla

g +00.0

0 -

Y- 10

1.00' LT

Rig

ht-

of-

way Revisio

n 07-14-2017 -

Changed Parcel 2 South of S

R 2071 to Parcel 11. P

arcel 4 Split into Parcel 4

& 4

A. A

dded

Do Not

Disturb Sig

n to Parcel 6

DM

W

Flatter6:

1 or

D4:1

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. -Y- 98+00 TO 98+50 LT.FROM STA. -Y- 93+50 TO 96+00 RT.

DETAIL 1

Min. D= 1 Ft.

Ground

Natural

S

15" RCP

15"

RCP

DI15" RCP CB

CBCB

CBCB

CB

CB

CB

CB

CB

CB

42" CONC

42" CONC

CB

CB

30" C&G

30" C&G

30" C&G

30" C&G

DB 2877 PG 306

DB 2930 PG 903

CVS 5594 NC LLC

F C W & P PROPERTIES LLC

100.0

0'

EXISTING R/W

EXISTING R/W

DB 4367 PG 561

DB 2848 PG 636

RIVER OF LIFE INC

CB

CB

EIP

EIP

PAVEMENT WIDTH VARIES

SR 1308 GUM BRANCH RD.



S

S

LTLT

LT LT

EIPEIP

15" R

CP

PIP

E

CO

NTIN

UES

DI15" RCP

15" RCP

36"

RC

P

DB 2930 PG 903

PUBLIC UTILITY EASEMENT

CONC

60" CONC

60" CONC

60" CONC

30" C&G30" C&G

24" C&G 24" C&G

24"

C&

G15" RCP

15" R

CP

CB

CB 24" C&G24" C&G

60" CONC

60" CONC

60" CONC60" CONC

60" CONC

BST PA

LT

LT

LT

W

S

PROPERTIES LLCF C W & P

WILLIAMS, JR.A. TAB

PG 308DB 1344

12"

RC

PJBBLIND 12" RCP12" RCP

JBBLIND

12"

RC

P

15" RCPJBBLIND

24"

RC

P

24" RCP

30"

RC

P

15"

RC

P

JBBLIND

15"

RC

P

JBBLIND

15"

RC

P

12"

RC

P

JBBLIND 15" RCP

12"

RC

P

15" RCP 18" RCP

36" RCP

15"

RC

PC

B

DI

15" RCP

EIP

EIPEIPEIP

PB 53 PG 69

PB 68 PG 173PB 68 PG 173PB 53 PG 38

SCHAEFFER MILTON TURNER JR & ANNE

PB 68 PG 131J

AC

KS

ON

VIL

LE

CIT

Y

LIMIT

S

EIP

S

SS

S

S

30" RCP

24" R

CP

CONC HW

CONC HW

-BL- 2

EIP

S 78°5

5'0

0"

W384.5

1'

S 78°5

5'0

0"

W299.5

7'

S 78°5

5'0

0"

W266.0

2'

S 68°2

3'5

6"

W

233.4

1'

N 21°36'04" W

189.84' N 11°05'50" W105.49'

S 78°5

4'10"

W332.4

7'

217.8

5'

114.6

2'

60" C

ON

C

48" C

ON

C

48" C

ON

C

;;DITCH

N 78°5

5'0

0"

E202.5

5'

N 11°05'00" W

HH

S

HHHHH

HS

HH

HH

HHH

H

HH

TR

AFFIC SIG

NA

L

VA

UL

T

WIT

H

HH

VA

UL

T

ON P

OS

T

ME

TE

R

W

T

T

W

TR

AFFICTR

AFFIC

(EM

PT

Y)

TR

AFFIC

(EM

PT

Y)

TR

AFFIC

TR

AFFIC

12" 12"

12"

12" PVC

12"

PV

C

12"

PV

C

12"

8"

PL

AS

TIC

12" PVC RAW WATER

16"

12" PVC RAW WATER

16"

12" PVC RAW WATER

24"

C&

G

DB 4367 PG 561

PB 47 PG 127

ANNE SCHAEFFER MILTON TURNER JR &

PABST

PABST

UTILITY EASEMENT

PUBLIC

EASEMENTUTILITYPUBLIC

GP

S

SR13

08-1

LT

S

DI

LT

BFP

16"

BST PA

BST PA

BST PA

60" C

ONC

6" PLASTIC

30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT

8' WATER EASEMENT & LANDSCAPE STRIP

20' PUBLIC SEWER EASEMENT

20' PUBLIC WATER EASEMENT

30' DRAINAGE & UTILITY EASEMENT

30'

DR

AIN

AG

E

&

UTILIT

Y

EA

SE

ME

NT

PU

BLIC

UTILIT

Y

EA

SE

ME

NT

30' B

ST

WE

ST

ER

N

BL

VD

SR 2071

12" PVC RAW WATER

TRAFFIC

EA

SE

ME

NT

20'

PU

BLIC

SE

WE

R

30' B

ST

WE

ST

ER

N

BL

VD

SR 2071

52' B

ST

NC 53

WE

ST

ER

N

BL

VD

28' B

ST

WE

ST

ER

N

BL

VD

NC 53

89.0

0'

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

200.00'

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

200.00'

EXIS

TIN

G

R/

W

111.00'

EXISTING R/W

EXIS

TIN

G

R/

W

DB 4210 PG 502

PB 68 PG 131PB 68 PG 191

DB 4071 PG 734

DB 4207 PG 486

PB 68 PG 191

C4 J

AC

KS

ON

VIL

LE

LL

C

KINSTON ENTERPRISES LLCMDI MANAGEMENT LLC

C4 JACKSONVILLE LLC

(SURFACE MOUNTED)

CONCRETE ISLAND

PROP. 5" MONOLITHIC

EXISTINGTIE TO

025

02

01

025

02

01

01

02

025

02

025

INC.36'

+92.2

4

+62.3

5

REMOVE

ISLANDMONOLITHIC

RETAIN

CR

CRC

R

CR

CRCR

CURBEXISTING

TIE TO45' R

CURBEXISTING

TIE TO35' R

CR

CR

01

(SURFACE MOUNTED)

CONCRETE ISLAND

PROP. 5" MONOLITHIC

EXISTINGTIE TO

025

02

01

025

02

01

00

0031

0031

00

01

02

01

02

INC.

36'

INC.

36'

+74.77

+52.17

INC.

36'

+46.15

01

02

INC.

36'

00

01

02

025

025

02

01

025

02

01CURB AND GUTTER

TIE TO EX.

CURB AND GUTTERTIE TO EX.

SIDEWALKTIE TO EX.

CR

INC.36'

CR

SIDEWALKTIE TO EXISTING

DISTURB SIGNDO NOT

+29.45

CR

CR

CR

CR

F

F

F

C

C

C

C

C

F

F C

F

F

F

F

F

F

F

C

FC

F

F

C

C

C

C

F

C

F

F

C

F

F

F

100

-Y- POT STA 100+17.09

-L- POT STA 34+03.50 =

-L- 25+

00

-L- 30+

00

35+

00

-L-

1

2

3

44A

5

6

7

11

8

55.70' RT

+15.20 -L-

51.00' RT

56.00' RT

+00.00 -L-

99.00' RT

+32.00 -Y-

99.00' RT

+50.00 -Y-

82.00' LT

+00.00 -L-

46.97' LT

57.00' LT

+00.00 -L- 82.00' LT

+65.00 -L-57.00' LT

+70.00 -L-

51.00' LT

+85.00 -L-

87.00' RT

+40.00 -L-

73.98 RT67.00' RT+32.40 -L-

67.00' RT

62.00' RT

+00.00 -L-

87.00' RT

+74.00 -L-

49.00' RT

+00.00 -L-

66.00' RT

56.00' RT

+20.00 -L-

75.22' RT62.00' RT+64.00 -L-

66.50' RT

57.00' RT

+57.00 -L-

67.00' RT

55.20' RT

+00.00 -L- 67.00' RT

53.94' RT

+30.00 -L-

101.00' LT+00.00 -Y-

CB

ADJUST

CB

ADJUST

CB-E

DI

DICB-F

RETAIN

RETAIN

RETAIN

RETAIN

15" RCP-IV

CB-G

RETAIN

RETAIN RETAIN

15" RCP-IVCB

ADJUST CB-F

REMOVE

MH

ADJUST

CB-G

CB-F

15" R

CP-IV

CB-G

RETAIN

DI

CB

ADJUST

0407

0414

0412

0413 0420

0421

0422

0424

0425

0411

0440

0439

0438

RETAIN

0434

0433

0432

0441

0430

0426

0444

15" RCP-IV

15" RCP-IV

15" RC

P-IV

RETAIN0445

0410

0419

0423

0443

MH

ADJUST0436

0437

0442

DI

DI

DI

RETAINRETAIN

RETAIN

RETAIN

RETAIN

RETAIN

15" RC

P-IV

w/ MH

TO TB JB

BLIND JB

CONVERT

TO TB JB w/ MH

BLIND JB

CONVERT

RETAIN

PLU

G

& FIL

L0446

DI

15" RCP-IV






RETAIN

REMOVE RETAIN

RETAIN

RETAIN

RETAINRETAIN

TO TB JB w/ MH

BLIND JB

CONVERT

PLUG & FILL

NAD 83/ 2007

FOR -L- PROFILE, SEE SHEET 8

-L- STA 36+

00.0

0M

ATC

HLIN

E SEE S

HEET 4

06-

DE

C-2017 13:5

3\

Road

way\


gn

HN

TB


ENGINEER ENGINEER


5U-5319



-L- POT- STA 42+00.00END CONSTRUCTIONEND TIP PROJECT U-5319

RE

VISIO

NS

Rig

ht-

of-

way Revisio

n 07-14-2017 -

New

Property O

wner Added to Fin

al Survey is now

Parcel 10. Milto

n Turner Jr

&

Anne Schaeffer Parcel

Nu

mber Changed fro

m

Parcel 2 to Parcel 11.

DM

W



30" C&G

30" C&G

111.00'

89.0

0'

EXISTING R/W

EXISTING R/W

CB

CB

EIP

A. TAB WILLIAMS, JR.

DB 1344 PG 308

PER PC35 PG 197

AREA TO BE DEEDED TO NCDOT

WILLIAMS, JR.A. TAB

12"

RC

P

SIG

NA

L

SIG

NA

L

CB

CB

CB

DI

DI

DI

12"

RC

P 12" R

CP

18" RCP

12"

RC

P

15" RCP

18" RCP

18" RCP

DB 4367 PG 561

MILTON TURNER JR & ANNE SCHAEFFER

DB 4367 PG 561

DB 1419 PG 338

BAILEY & ASSOCIATES INC

PB 35 PG 197

DB 3898 PG 799

PB 35 PG 197

RKW PROPERTIES LLC

DB 1768 PG 376

PB 35 PG 197

PV WHALEY INC.

EIP

EIP

EIP

EIPEIP

EIPEIP

EIP

EIP

EIP

EIP

PB 47 PG 127 PB 47 PG 127

JA

CKS

ON

VIL

LE

CIT

Y

LIMIT

S

ECM

S

S

S

S

S

-BL- 1

48" CONC48" CONC

48" CONC

30" C&G

30" C&G

LINE CONTINUES

N 69°4

5'2

4"

E299.3

0'

N 69°4

5'2

4"

E16

7.12'

S 21°35'52" E

209.03'

N 21°35'52" W

215.60'

N 68°2

4'0

8"

E

178.0

0'

N 68°2

4'0

8"

E

185.9

8'

N 21°35'52" W

27.63'

S 21°35'52" E

187.73'

LT

LT

LT

LT

T

HHH

H T

T

T

HH

HH

VA

UL

T

HH

VA

UL

T

T T

T

HH

T

SCH

H

HH

HH

HH

HH

C

HH

HH

VA

UL

T

HH

VA

UL

T

HH

VA

UL

T

TR

AFFIC

TR

AFFIC

TR

AFFIC

(EM

PT

Y)

TR

AFFIC

TR

AFFIC

12" PVC 12" PVC 12" PVC

12" PVC

8"

PV

C

6" PLASTIC 6" PLASTIC

6" PLASTIC

6"

PL

AS

TIC

BFP

8"

PV

C

RA

W

WA

TE

R

12"

PV

C

RA

W

WA

TE

R

16"

PV

C

CO

NC

EN

TR

AT

E

16"

PV

C

CO

NC

EN

TR

AT

E

EN

CA

SE

ME

NT

PIP

E24"

ST

EE

L

EN

CA

SE

ME

NT

PIP

E30"

ST

EE

L

16"

12" PVC RAW WATER

12" PVC RAW WATER

16"

16"

112 113

114

115

116

117

WIL

LIA

MS

BU

RG P

KY

WIL

LIA

MS

BU

RG

PK

Y

24" C&G24" C&G



TRAFFIC

LTTRAFFIC

BFP

DB 3205 PG 42520' UTILITY EASEMENT

50' D & U.E.50' D & U.E.

50' D & U.E.

60'X 10

0'

AC

CES

S

&

UTILIT

Y

EA

SE

ME

NT

30' J

OIN

T

AC

CES

S/

DR

AIN

AG

E

&

UTILIT

Y

EA

SE

ME

NT



DB 1700 PG 611

PB 35 PG 197

WILLIAMSBURG CROSSINGS, LLC

-L- POT Sta. 42+44.30

-L- 40+

00

41'

100' BAY TAPER LT200' INSIDE EOT TAPER LT

33'

28.1'

6'

8.5'

35' R

+47.10

+32.2

1

+72.3

4

+77.2

8

5.00' R

0.55' LT

+92.90-L-

025

025

CURBEXISTINGTIE TO

(SURFACE MOUNTED)

CONCRETE ISLAND

PROP. 5" MONOLITHIC

EXISTINGTIE TO

EXISTINGTIE TO

4'

+00.0

011'

13.5'

+00.0

011'4.8

3'R

T025

025

CURBEXISTINGTIE TO

31.1'

+00.0

0+

00.0

0

+05.3

1

+35.0

0

35'

R 35'

R

35'

R

CURBDISTURB EXIST.

DO NOT CURBDISTURB EXIST.

DO NOT

300' LANE SHIFT

CR

CRC

R CR

DISTURB SIGNDO NOT

55'

22'

8

9

11

51.87' LT

56.0' LT

+03.88 -L-

66.00' RT

+50.00 -L-

62.00' LT

+75.00 -L-

75.00' LT

+00.00 -L-

75.00' LT

+50.00 -L-

62.00' LT

+25.00 -L-62.00' LT

+75.00 -L-

75.00' LT

+50.00 -L-

75.00' LT

+25.00 -L- 75.00' LT

+25.00 -L-

49.00' RT

56.00' RT

+00.00 -L-

56.00' LT

+19.60 -L-

10

F

F

F

F

F

FF

F

F

F

F

F

F

15" RCP-IV

CB-G

0501 0502 0503

RETAIN RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

0504

ADJUST CB

EX0506

EX0505

DI





100' BAY TAPER RT/LT

36'

48'

22'

24'

24'

36'

12'

24'

4' PS

4' PS

2' PS

2' PS4' PS

2' PS

4' PS

RE

MAIN IN

PLA

CE

SID

EW

ALK TO

SIDEWALK TO REMAIN IN PLACE

REMAIN IN PLACESIDEWALK TO

SEE DETAIL 1

SPEC. CUT DITCH

SEE DETAIL 2

SPEC. CUT DITCH

Slope

Ditch

Front

SEE DETAIL 1

SPEC. CUT DITCH

Slope

Ditch

Front

Slope

Ditch

Front

EST. 7 SYGF

EST. 2 TONS

CLASS 'B' RIP-RAP

DDE=35 CY

S=4.1%

SEE DETAIL 1

SPEC. CUT DITCH

SEE DETAIL 3

SPEC. CUT DITCH

RETAINRETAIN

RETAIN

RETAIN

RETAINRETAINRETAIN

NA

D 83/ 2

007

-Y-

06-

DE

C-2017 13:5

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Road

way\


gn

HN

TB


ENGINEER ENGINEER


6U-5319



-Y- STA 98+

00.0

0

MA

TC

HLIN

E SEE S

HEET 4

-Y- STA 89+90.00

BEGIN CONSTRUCTION

FOR -Y- PROFILE, SEE SHEET 9FOR -YXO- PROFILE, SEE SHEET 10

RE

VISIO

NS

Rig

ht-

of-

way Revisio

n 08-15-2017 -

Parcel 6, R

emoval of Str

ay Constr

uction Ease

ment

Lin

e and

Correspondin

g

RO

W

Fla

g.

Rig

ht-

of-

way Revisio

n 07-14-2017 -

Milto

n Turner Jr

&

Anne Schaeffer Parcel

Nu

mber Changed fro

m

Parcel 2 to Parcel 11.

DM

W

18" RCP

CONC HW

CONC HW

48" CONC

24" C

&G

27120_44

LT

24" RCP

18" RCP

48" RCP

18" R

CP

18" RCP

18" RCP

15" R

CP

12" RCP

15" R

CP

DI

CB

CB

CB

CB

CB

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

SC

HA

EFF

ER

MIL

TO

N

TU

RN

ER J

R

&

AN

NE

DB 4367 P

G 561

PB 68 P

G 13

1

MIC

HA

EL

L

&

DE

MA

RIC

E

H

CA

RT

ER

DB 2964 P

G 390

PB 51 P

G 72

K

ER

RY

W J

R

&

KE

LL

Y

K

GU

MP

DB 2887 P

G 13

3

PB 51 P

G 72

D

ER

EK

CH

AR

LES

ZEIG

LE

R

DB 319

7 P

G 385

PB 51 P

G 72

DB 2998 P

G 406

PB 51 P

G 72

LO

CO

NT

O

BRIA

N J

&

LA

UR

EN

PA

DD

E

DB 2867 P

G 249

PB 51 P

G 72

FR

ED

ERIC

K

W III &

SU

SA

N

HA

RG

ET

T

DB 2868 P

G 757

PB 51 P

G 72

LY

ND

A

A

BU

CHIK

OS

RO

NA

LD

T

&

AN

GE

LA

L

TR

OT

T

DB 2855 P

G 978

PB 48 P

G 16

1E

US

EBIO

C

&

MIL

AG

RO

S

CAI D

ES

UY

O

DB 415

6

PG 89

PB 48 P

G 16

1L

AW

RE

NC

E

W

&

ALICIA

N

PE

TT

EW

AY

DB 4253 P

G 954

PB 48 P

G 16

1C

HA

RL

ES

AL

LE

N

&

KE

LLIE

NIC

OL

E

GA

RR

ET

T

DB 4068 P

G 14

3

PB 48 P

G 16

1

RO

BE

RT

C

& J

ULIE

R

CA

RP

EN

TE

R

DB 2730

PG 604

PB 49 P

G 55

H

ALS

TE

AD III &

T

RA

CY

L

ME

AD

OW

S

CONC HW

CONC HW

200.0

0'

EXISTING R/W

EXISTING R/W

FOOTBRIDGE

N 33°2

8'3

7" W

151.9

2'

N 31°3

8'14

" W

151.9

4'

N 29°4

7'5

1" W

151.9

5'

N 27°5

7'2

9" W

151.9

6'

S 55°36'12"

W

69.19'

S 57°26'3

5" W

69.19'

S 59°16'57

" W

69.19'

S 61°07'20" W

69.19'

N 62°29'10" E

33.40'

N 54°0

2'48" E

38.60'

S 38

°22'01" W

29.59'

S 76°34'11" W28.28'

N 46

°09'4

0" E

170.27'

S 66°39'36" W

157.94'

S 25°4

3'2

3" E

75.2

5'

S 28°2

4'11" E

36.6

9'

S 28°2

4'11" E

27.4

7'

N 22°11'2

4" W

86.5

9'

S 67°19'31" W

145.20'

N 65°25'29" E

75.55'N 61°55'51" E

49.43'N 59°58'01"

E

33.54'

N 57°55'3

9" E

83.92'

N 55°00'49" E

83.89'

N 52°0

6'02" E

83.89'

S

S 23°2

0'2

4" E

158.4

5'

S 36°2

6'3

4" E

160.0

4'

S 33°3

1'47" E

160.0

4'

S 30°3

6'5

5" E

160.0

4'

S 26°4

1'14" E

160.5

2'

S 21°3

7'19

" E116.3

3'

S 16

°30'3

5" E

295.6

0'

48" CONC

48" CONC

48" CONC

48" CONC

48" CONC

48" CONC

48" CONC60" CONC

60" CONC

60" CONC

24" C

&G

24" C

&G

24" C

&G

24" C

&G

WE

ST

MO

NT

RO

AD 33' B

ST

WIN

TE

RL

OC

HE

N

DR. 2

7' B

ST

N 11°0

5'0

0" W

223.5

0'

LT

LT

LT

LT

LT

LT

LT

T

C

C

C

T

C

C

T

C

C

4" P

LA

STIC

4" P

LA

STIC

2" PLASTIC

2" PLASTIC

BS

T

30' BST

72" WD

72" W

D

72" WD

72" W

D

72" WD

72" WD

DIT

CH

24" C&G

24" C&G

DB 4367 PG 561

PB 47 PG 127

PB 68 PG 191DB 4071 PG 734

MILTON TURNER JR & ANNE SCHAEFFER

MDI MANAGEMENT LLC

CIT

Y

LIMIT

SJ

AC

KS

ON

VIL

LE

BST

GPS SR1308-2

N 78°55'48" E323.33'

45.9

6'

S11°4'2

7"E


PU

BLIC

UTILIT

Y

EA

SE

ME

NT

PU

BLIC

UTILIT

Y

EA

SE

ME

NT


SR 2071 WESTERN BLVD 30' BST

SR 2071 W

ESTERN BLVD

30' BST

WESTERN BLVD

SR 2071

DB 4207 P

G 486

PB 68 P

G 19

1

C4 JACKSONVILLE LLC

DB 4207 PG 486

PB 68 PG 191

C4 J

AC

KS

ON

VIL

LE

LL

C

DB 2807 PG 850

PB 51 PG 72

KRISTAL M HILL SHERWIN ONEAL &

PB 48 PG 161

DB 2807 PG 850

BAKER JONATHAN T & APRIL L

025025

025

025

01 0

2

01

02

00

01 0

0

01 0

2

02

025

025

EXIS

TEXIS

T

+41.93

INC.

36'

INC.

36'

+41.93

01

02

010

2

INC.17.

25'

+14.4

7

+16.0

7

+00.2

3

10'R

10'R50'R

55'R

50'R

+16.3

1

+03.9

4

+19.9

6

025

+19.9

6

025

R 50'

+30.3

3

+25.7

900

+97.10

+31.64

+13.4

7

+31.75

40'R

+35.4

6+

45.0

7

50'R

10'

+35.48

+07.14

R 50'

4' PS

4' PS

2' PSMED.

R 50'

8.00' R

1.79' RT

+98.26 -Y-

35'

R 50'

R 35'

33'

+77.10

BAY TAPER

85' LT IEOT

50'R

025

025

025

025

SIDEWALKTIE TO EX.

R 10'

SIDEWALKTIE TO EX.

CC

C

C

C

F

FF

F

F

F

C

C

C

C

F

F

F

C

F

C

-YXO- PRC Sta. 10+91.30

-YXO- PRC Sta. 12+01.68 -YXO- PCC Sta. 13+30.50

-Y- PT Sta. 93+83.93

-Y- 90+

00

-Y- 95+

00

PI Sta 10+45.66

D

L = 91.30'

T = 45.66'

R = 1,891.00'

PI Sta 11+47.32

D

L = 110.38'

T = 56.02'

R = 262.00'

PI Sta 12+67.71

D

L = 128.82'

T = 66.03'

R = 238.00'

PI Sta 13+69.03

D

L = 77.05'

T = 38.53'

R = 1,947.00'

PI Sta 88+21.77

D

L = 1,160.82'

T = 598.66'

R = 1,925.00'

-Y-

Se = 6%

V = 50mph

-YXO-

V = 30mph V = 30mph V = 30mph V = 30mph

Se = 2.5% Se = 2.5% Se = 2.5%Se = 2.5%

-YX0- POC Sta. 12+20.61

-Y- POC Sta. 91+17.74 =

-Y- POC Sta. 89+00.00 RT

-YXO- PC Sta. 10+00.00 =

-Y- POC Sta. 93+00.00 LT

-YXO- PT Sta. 14+07.55 =

6

11

5

98.76' RT

+99.11 -Y-

98.79' RT

+24.45 -Y-

138.80' RT

126.80' RT

+75.35 -Y-

134.18' RT

122.18' RT

+34.49 -Y-

99.00' RT

+91.96 -Y-

99.00' RT

+16.91 -Y-

18"

REMOVE

0601

0602

RETAIN

RETAIN

RETAIN

2GI

15" RC

P-IV

2GI

RE

MO

VE

Flatter6:

1 or

D6:1

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. -Y- 90+22 TO 91+50 LT.

DETAIL 3

Min. D= 1 Ft.

Ground

Natural

Flatter4:

1 or

D4:1

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. -Y- 92+00 TO 93+50 RT.

DETAIL 2

Min. D= 2 Ft.

Ground

Natural

Flatter6:

1 or

D4:1

( Not to Scale)

SPECIAL CUT DITCH

FROM STA. -Y- 97+25 TO 98+50 LT.FROM STA. -Y- 93+50 TO 96+00 RT.

DETAIL 1

Min. D= 1 Ft.

Ground

Natural

RETAIN

0603

GTD

GTD

SPECIAL CUT DITCH

DETAIL 3SPECIAL CUT DITCH

DETAIL 2SPECIAL CUT DITCH

DETAIL 1

15" RCP-IV

RETAIN

18" RCP-IV

EXTEND W/

COLLAR &

REMOVE HW

18" RCP-IV





74'

40'

40'

200' IEOT TAPER RT

62'

2' PS

2' PS

(SURFACE MOUNTED)CONCRETE ISLANDPROP 5" MONOLITHIC

135' EOT BAY TAPER LT

100' BAY TAPER LT

RETAIN

RETAIN

RETAIN

15" RCP-IV

PLUG & FILL

EST. 47 SYGF

EST. 21 TON

CLASS 'I' RIP-RAP

NA

D 83/ 2

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FOR -Y- PROFILE, SEE SHEET 9

-Y- STA 10

2+

50.0

0

MA

TC

HLIN

E SEE S

HEET 4

-Y- STA 109+21.00

END CONSTRUCTION

-Y-

RE

VISIO

NS

DB 1907 PG 220

TABLEROCK REAL PROPERTY INVEST

200.0

0'

EXISTING R/W

EXISTING R/W

DB 2930 PG 903

F C W & P PROPERTIES LLC

EIP

DB 2861 PG 596

TULAROSA HOLDINGS LLC

PB 53 PG 68DB 3537 PG 358

S & J FARMS INC

PB 64 PG 30

DI

DI

15"

RC

P48"

RC

P

15"

RC

P

EIP

EIP

EIP

SOUTHERLAND CHARLES D & SUSAN L ALDRIDGE

DB 3142 PG 508

PB 43 PG 206

DB 2848 PG 636

RIVER OF LIFE INC

PB 53 PG 38

PB 64 PG 30

EIP

CONC HW

CONC HW

CONC HW

DI

CB

54" RCP

18" RCP

24" RCP

CONC HW

CONC HW

S

S

18"

RC

P

-BY-4

N 11°0

5'5

0" W

275.7

7'

N 11°0

6'2

1" W293.2

7'

S 21°3

5'12

" E

76.8

7'

S 21°3

5'12

" E

221.3

6'

N 78°53'41" E200.00'

S 21°3

5'12

" E667.8

4'

221.3

6'

446.4

8'

60" CONC

60" CONC

60" CONC

48" CONC

48" CONC

48" CONC

EIP

N 21°4

4'0

8" W

203.5

1'

N 21°4

4'0

8" W

121.5

0'

S 78°53'16" W200.00'

S 78°53'16" W198.98'

S 21°4

4'0

8" E

203.4

9'

S 11°0

6'4

4" E

205.6

0'

36" RCP

18"

RC

P

54" C

MP

;

;

;

;

;

;

;

;

ACCESS POINT

ACCESS POINT

ACCESS POINT

PB 35 PG 197

S 21°4

4'0

8" E

183.15'

LT

LT

LT

LT

T

T

T

T

T

T

T

HH

HH

12" P

VC

12" PVC

12" PVC

12" PVC

12" PVC

12" PVC

12" PVC

8" PLASTIC

8" PLASTIC

BFP

LT

24" C&G

A. TAB WILLIAMS, JR.

DB 1344 PG 308

DB 1907 PG 220

PB 35 PG 197

PROPERTY INVESTTABLEROCK REAL

CIT

Y

LIMIT

SJ

AC

KS

ON

VIL

LE

BFP

BFP

60" CONC

60'X 10

0' A

CC

ES

S

&

UTILIT

Y

EA

SE

ME

NT

30' UTILITY EASEMENT


30' J

OIN

T

AC

CES

S/

DR

AIN

AG

E

&

UTILIT

Y

EA

SE

ME

NT

60' IN

GR

ES

S, E

GR

ES

S, D

RAIN

AG

E

&

UTILIT

Y

EA

SE

ME

NT


20' P

UB

LIC

WA

TE

R

EA

SE

ME

NT

20' P

UB

LIC S

EW

ER

EAS

EM

EN

T




28' BST

NC 53 WESTERN BLVD

52' BST

NC 53 WESTERN BLVD

DB 1700 PG 611

PB 35 PG 197

WILLIAMSBURG CROSSINGS, LLC

4' PS

13.44' R

5.44' RT

+38.06 -Y-

+77.4

6

+66.5

5+

00.0

0

R 40'

R 45'

R 40'

R 20'

R 20'

R 45'

R 25'

R 40'

02

02

025

02

10.00' R

5.35' RT

+44.65 -Y-

+38.0

6

EXIS

T

EXIS

T

F

F

F

F

F

F

F

F

F

F

-Y- 10

5+

00

-Y- 11

0+

00

8

0702

0701

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

15" RCP-IV

15" RCP-IV

0704

0703

2GI

DI

DI

MH

JB w/

HW

0710

RETAIN

54"

WSP

CONSTRUCTION

TRENCHLESS





0

10

20

30

40

50

22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00

60

70

80

0

10

20

30

40

50

60

-L-

-L-

0

10

20

30

40

50

60

70

80

0

10

20

30

40

50

60

70

80

36+00 37+00 38+00 39+00 40+00 41+00 42+00

FOR -L- ALIGNMENT, SEE SHEET 4

FOR -L- ALIGNMENT, SEE SHEET 5

5/28/99



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-Y- STA 10

0+

17.0

9

-L- STA 34+

03.5

0 =

CE

NTERLIN

E IN

TERSEC

TIO

N

ELEV. = 47.90

-L- STA 25+00.00

BEGIN GRADE

PI = 26+18.69

EL = 47.83'

(-)0.0600% (-)0.3000%

VC = 150'

K = 625

PI = 28+80.00

EL = 47.04'

(-)0.3000% (+)0.3093%

VC = 225'

K = 369

V = 80 MPH+V = 80 MPH+

49.2

3

ELEV. = 46.49

-L- STA 42+00.00

END GRADE

PI = 37+80.00

EL = 49.83'

(+)0.3093% (-)0.7949%

VC = 250'

K = 226

V = 65 MPH

49.2

349.2

3





10

20

30

40

50

88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00

60

70

80

10

20

30

40

50

60

-Y-

40

50

60

70

0

10

20

30

40

50

60

70

80

5/28/99



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100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00

98+00 99+00 100+0087+00

-Y_LT-

40

50

60

70

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00

-Y_RT-

101+00

FOR -Y- ALIGNMENT, SEE SHEET 4 & 6



ELEV. = 48.11'

-Y- STA 99+75.39

END GRADE

PI = 90+75.00

EL = 43.07'

(+)0.6060% (+)0.9426%

VC = 150'

K = 446

PI = 92+40.00

EL = 44.62'

(+)0.9426% (+)0.3000%

VC = 150'

K = 233

PI = 94+90.00

EL = 45.37'

(+)0.3000% (+)0.5182%

VC = 150'

K = 687

PI = 99+00.00

EL = 47.49'

(+)0.5182% (+)0.8212%

VC = 150'

K = 495

ELEV. = 42.55'

-Y- STA 89+90.00

BEGIN GRADE

V = 80 MPH+V = 80 MPH+

V = 80 MPH+V = 65 MPH

-Y- STA 10

0+

17.0

9

-L- STA 34+

03.5

0

El = 43.65PI = 97+25.00CUT DITCH (LT)BEGIN SPECIAL

El = 44.53PI = 98+50.00CUT DITCH (LT)END SPECIAL

(+) 0.7000%

(+) 0.9400%

El = 41.12

PI = 95+00.00 El = 42.06

PI = 96+00.00

CUT DITCH (RT)

BEGIN SPECIAL

El = 40.38PI = 90+22.09CUT DITCH (LT)BEGIN SPECIAL

El = 40.76PI = 91+50.00CUT DITCH (LT)END SPECIAL

El = 39.04

PI = 92+00.00

CUT DITCH (RT)

BEGIN SPECIAL

(+) 0.3000%(+) 0.6933%

DITCH LEGEND

LEFT DITCH

RIGHT DITCH

PI = 104+90.00

EL = 50.06'

(+)0.4162% (+)0.0938%

VC = 156'

K = 485

V = 80 MPH+

ELEV. = 48.27'

-Y- STA 100+59.30, 34' RT

BEGIN GRADE -Y_RT-

ELEV. = 50.40'

-Y- STA 108+50.00, 34' RT

END GRADE -Y_RT-

-Y- STA 10

0+

17.0

9

-L- STA 34+

03.5

0

PI = 103+00.00

EL = 49.59'

(+)0.5500% (+)0.3000%

VC = 150'

K = 600

PI = 106+50.00

EL = 50.64'

(+)0.3000% (+)0.0031%

VC = 150'

K = 505

ELEV. = 48.27'

-Y- STA 100+59.30, 35' LT

BEGIN GRADE -Y_LT-

V = 80 MPH+V = 80 MPH+

ELEV. = 50.65'

-Y- STA 108+50.00, 35' LT

END GRADE -Y_LT-

-Y- STA 10

0+

17.0

9

-L- STA 34+

03.5

0





0

10

20

30

40

50

12+00 13+00 14+00

60

70

80

0

10

20

30

40

50

60

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11+0010+00

FOR -YXO- ALIGNMENT, SEE SHEET 6

-YXO-



PI = 11+45.00

EL = 42.88'

(+)0.5775% (+)0.7033%

VC = 100'

K = 795

PI = 12+75.00

EL = 43.79'

(+)0.7033% (+)0.5775%

VC = 100'

K = 795

V = 80 MPH+V = 80 MPH+

ELEV. = 42.55'

-YXO- STA 10+88.41

BEGIN GRADE

ELEV. = 44.21'

-YXO- STA 13+46.86

END GRADE





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L_

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PROJ. REFERENCE NO. SHEET NO.0

CROSS SECTION INDEX

LOCATION STATION TO STATION SHEET NO.

5 10

-L-

-Y- X-7 THRU X-15STA. 89+00.00 TO STA. 108+50.00

-YXO-

STA. 24+00.00 TO STA. 42+00.00

STA. 10+88.41 TO STA. 13+46.86

X-0

X-1 THRU X-6

TIP NO. U-5319SR 1308 (GUM BRANCH ROAD)

U-5319

(X-7 THRU X-8)STA 90+50.00 THRU 92+00.00

SEE -Y-

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

15015006-

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8/23/99


50 50

50 50

50 50

24+50.00

50 50

25+00.00

50 50

25+50.00

50 50

26+00.00

-L-

X-1

10

26+50.00

27+00.00

40

40

40

40

40

40 40

40

40

40

40

40

U-5319

-L- STA 25+00.00BEGIN GRADE

EXCAVATIONUNDERCUTSHALLOW

47.74

0.0250.0254:1 4:146.9

3

46.8

4

47.9

0

47.63

0.0250.0254:1 46.8

2

46.7

6

47.8

7

47.52

VAR.

0.0250.0254:1 46.6

3

46.6

6

47.8

1

47.42

0.00

0.0250.025

46.5

0

47.35

0.0146.5

5

0.0250.025 46.3

3

46.4

2

47.30

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

15015006-

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8/23/99


50 50

50 50

50 50

27+50.00

50 50

28+00.00

50 50

28+50.00

50 50

29+00.00

-L-

X-2

10

29+50.00

30+00.00

40

40

40

40

40

40 40

40

40

40

40

40

U-5319


0.0250.025

46.14

46.2

7

47.27 4:10.032

0.0250.02546.13

DRIV

E

47.25

0.065

0.0250.0254:1 46.0

6

DRIV

E

47.27

0.097

0.0250.025 46.0

7

46.0

6

47.27

0.070.087

EX.

R/W

0.0250.025 46.0

6

46.12

47.32

0.050.062

0.0250.025 46.13

DRIV

E

47.400.02

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

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6060

7070

7070

8080

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DE

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50 50

50 50

50 50

30+50.00

50 50

31+00.00

50 50

31+50.00

50 50

32+00.00

-L-

X-3

10

32+50.00

33+00.00

40

40

40

40

40

40 40

40

40

40

40

40

U-5319


0.0250.025 46.2

1

DRIV

E

47.48

0.0250.025

46.3

0

46.5

6

47.580.032

0.0250.025

46.4

6

46.7

2

47.68

0.057

0.0250.025

46.6

1

46.8

7

47.80

0.0220.0224:1 4

6.9

4

47.17

47.98

00

0.0100.0104:1 4:14

7.6

9

47.8

3

48.13

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

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DE

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50 50

50 50

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35+00.00

50 50

35+50.00

50 50

36+00.00

-L-

X-4

10

-Y- STA 100+17.09-L- STA 34+03.50 =

CENTERLINE INTERSECTION

40

40

40

40

40 40

40

40

40

40

U-5319

33+50.00

40

50

40

50

34+00.00

34+50.00


47.47

-Y- S

HE

AR

-Y- S

HE

AR

0.010 0.010

47.62

-Y- S

HE

AR

-Y- S

HE

AR

0.010 0.010

47.99

-Y- S

HE

AR

-Y- S

HE

AR

0.010 0.010

0.0250.0254:14

7.5

6

47.7

0

48.874:1

0.0250.0254:14

7.9

1

47.9

0

48.97

0.0250.025 4:148.0

7

48.0

6

49.10

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

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15015006-

DE

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50 50

36+50.00

50 50

37+00.00

50 50

37+50.00

50 50

38+00.00

50 50

38+50.00

50 50

39+00.00

-L-

X-5

10

40

40

40

40

40

40 40

40

40

40

40

40

U-5319


0.0250.025 4:148.2

4

48.2

3

49.25

0.0250.025 4:148.3

6

DRIV

E

49.24

DRIV

E

49.23

0.0250.025 4:148.3

7

49.07

0.0250.0254:1 4:148.2

7

48.2

5D

RIV

E

48.86

0.0250.025 4:148.0

5

DRIV

E

48.55

0.0250.025 4:147.7

2

00

00

1010

1010

2020

2020

3030

3030

4040

4040

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5050

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DE

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50 50

39+50.00

50 50

40+00.00

50 50

40+50.00

-L-

X-6

10

40

40

40 40

40

40

U-5319

-L- STA 42+00.00END GRADE

50

40

50

40

50

40

50

40

50

40

50

40

41+00.00

41+50.00

42+00.00


48.20

0.0250.0254:1 4:147.3

7

47.3

1

47.84

0.0250.0254:1 4:147.0

2

46.9

1

47.48

0.0250.0254:1 4:146.6

6

46.5

3

47.09

0.0250.0254:1 4:146.3

1

46.19

46.68

0.0250.0254:14:14

5.8

8

45.8

5

46.06

0.0250.0254:1 4:145.4

3

45.5

1

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

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06-

DE

C-2017 13:5

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Modeling\sr1308_rdy_xpl_y.d

gn

HN

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40 40

50 50

60 60

30 30

89+00.00

40 40

50 50

30 30

89+50.00

40 40

50 50

60 60

30 30

90+00.00

40 40

50 50

60 60

30 30

90+50.00

X-7U-5319

-Y-

5 10

-Y- 89+90.00BEGIN GRADE


40.33

41.96

42.14

0.0030.016

-YXO-

STA. 10+98.23

42.40

0.0090.022

40.46

-YXO-

STA. 11+47.99

6:16:1

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

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06-

DE

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40 40

50 50

60 60

30 30

91+00.00

40 40

50 50

60 60

30 30

91+50.00

40 40

50 50

60 60

30 30

92+00.00

40 40

50 50

60 60

30 30

92+50.00

X-8U-5319

-Y-

5 10


42.58

0.006

40.61

4.79:10.025

-YXO-

STA. 12+01.01

6:16:1

42.38

0.026 6.15:14.45:1

0.025

-YXO-

STA. 12+55.00

6:1

6:1

40.76

42.60

5.93:10.025 0.025

4.28:1

-YXO-

STA. 13+06.38

43.85

0.0250.025

3:1

0.020 0.020

39.394:1

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

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DE

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40 40

50 50

60 60

30 30

93+00.00

40 40

50 50

60 60

30 30

93+50.00

40 40

50 50

60 60

30 30

94+00.00

40 40

50 50

60 60

30 30

94+50.00

X-9U-5319

-Y-

5 10


EX.

R/W

EX.

R/W

3:1

0.025 0.0250.025 0.025

39.73

43.12VAR.

EX. SID

EW

ALK

EX. SID

EW

ALK

EX. SID

EW

ALK

EX. SID

EW

ALK

4:1

43.74

6:1 6:1

3:1

0.018 0.0250.018 0.025

40.08

42.924:1

VAR.

43.88

6:16:1 6:1

0.004 0.0250.004 0.025

42.9840.82

3:1

VAR.

43.51

6:1 6:10.010 0.0250.010 0.025

43.0440.88

3:16:1VAR.

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

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06-

DE

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40 40

50 50

60 60

30 30

95+00.00

40 40

50 50

60 60

30 30

95+50.00

40 40

50 50

60 60

30 30

96+00.00

40 40

50 50

60 60

30 30

96+50.00

X-10U-5319

-Y-

5 10


42.77

6:1 6:10.024 0.0250.024 0.025

43.05

VAR.

3:1

41.12

42.39

6:16:1 6:1

0.025 0.0250.025 0.025

43.08

VAR.3:1

41.59

42.91

3:16:1

6:1 6:10.025 0.0250.025 0.025

42.0643.49

VAR.

43.08

3:16:16:1 6:1

0.025 0.0250.025

42.2843.87

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

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140140

150150

150150

06-

DE

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40 40

50 50

60 60

30 30

97+00.00

40 40

50 50

60 60

30 30

97+50.00

50 50

60 60

40 4098+00.00

50 50

60 60

40 4098+50.00

50 50

60 60

40 4099+00.00

X-11U-5319

-Y-

5 10


43.18

3:16:1

6:1 6:10.025 0.0250.025

42.54

45.6144.13

43.51

4:1 3:16:16:1

6:1 6:10.025 0.0250.025 0.025

42.8043.83 44.39

43.47

4:13:1

6:16:16:1 6:1

0.025 0.0250.025 0.025

43.0644.18 44.65

43.72

5.97:1 3:16:16:1

6:1 6:10.025 0.0250.025 0.025

43.3243.3644.91

44.64

6:16:1 6:1

0.012 0.0120.018 0.018

43.9545.45

3:1

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

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120120

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140140

150150

150150

06-

DE

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50 50

60 60

40 4099+50.00

40 40

50 50

60 60

30 30

100+00.00

40 40

50 50

60 60

30 30

100+50.00

50 50

60 60

40 40101+00.00

X-12U-5319

-Y-

5 10


46.01

6:10.0030.0010.004 0.004 0.035

44.82

3:1

47.48

0.0030.003 0.003 0.003

47.82

0.0030.004 0.004 0.004

46.82

0.0250.020.020.02

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

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130130

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140140

150150

150150

06-

DE

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50 50

60 60

40 40101+50.00

50 50

60 60

40 40102+00.00

50 50

60 60

40 40102+50.00

50 50

60 60

40 40103+00.00

50 50

60 60

40 40103+50.00

X-13U-5319

-Y-

5 10

46.31

3:10.0250.02 0.020.02

45.63

3:10.0250.02 0.02 0.02

46.91

3:10.0250.02 0.02 0.02

3:1

47.07

3:10.025

3:10.02 0.02 0.02

47.72

3:10.0250.02 0.02 0.02

VAR.

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

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140140

150150

150150

06-

DE

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50 50

60 60

40 40104+00.00

50 50

60 60

40 40104+50.00

50 50

60 60

40 40105+00.00

50 50

60 60

40 40105+50.00

50 50

60 60

40 40106+00.00

X-14U-5319

-Y-

5 10

47.84

0.0250.02 0.02 0.02

47.85

3:10.0250.02 0.02 0.02

3:1

48.10

3:10.025

3:1

0.02 0.02 0.02

48.20

3:10.0250.02 0.02 0.02

3:1

48.24

3:10.025

3:1

0.02 0.02 0.02

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

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140140

150150

150150

06-

DE

C-2017 13:5

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50 50

60 60

40 40106+50.00

50 50

60 60

40 40107+00.00

50 50

60 60

40 40107+50.00

X-15U-5319

-Y-

5 10

50

60

40

60

50

40108+00.00

50

60

40

60

50

40-Y- 108+50.00

END CONSTRUCTION

48.40

3:10.0250.020.020.02

3:1

48.64

3:1

0.0250.020.020.02

49.22

3:10.0250.020.02 0.020.02

49.32

0.0250.020.020.02

49.00

0.020.02 0.0250.02

Documents

9 8 0 STATE OF NORTH CAROLINA 9 0 DIVISION OF ...jumpo-nc.org/wp-content/uploads/2019/01/U-5319RDY.pdfU-5319 1B Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed