9 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 71061 … 2 Letting/11... · 2019-10-17 · title sheet summary of quantities grading and surfacing or resurfacing and widening: the

CARTERET COUNTY

SR 1124 (NINE FOOT ROAD)

1.9 MILES WEST OF US 70

CULVERT REPLACEMENT

DAMAGE DUE TO EFFECTS OF

HURRICANE FLORENCE

10 20 40 20

10 20 40 20

2 4 8 4

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

Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

DIVISION OF HIGHWAYS

2018 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

DB00473

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

15402.1016017DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

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A

See Sheet 1A For Index of Sheets

14

15402.1016017

PROJECT15402.1016

017

BEG. PROJECT

-L- 12+50.00

END PROJECT

-L- 13+50.00

1037 WH SMITH BLVD., GREENVILLE, NC, 27835

SEAL

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LA

NOISSEFORP

REENIGNE

LENGTH OF PROJECT 15402.1016017 = 0.019 MI

JAMES L. EDWARDS, PLS.PLANS PREPARED BY

APRIL 2019LANG JONES

JEFFREY D. CABANISS, PE.

NOVEMBER 2019

-L- Sta. 14+58.81

POT -Y- Sta. 10+66.29

POT -Y- Sta. 10+00.00

P

OT -

L-

Sta. 16

+03.5

7

PO

T -

L-

Sta. 10

+00.0

0


Lakewood

Ct.

Oak

Ln.

Meadow

Ln.

Palmetta

Cir.

Laurel

LloydDr.

St.

Easy

St.

Easy

NewportCir.

Chapman Dr.

W.

ForestDr.

Eastover

Ct.

Deer

Run

Windy

Tr.

Mourning

N.

Lakevie

w

Dr.

Bayberry

St.

Ram

s

Horn

Rd.

Parker

Ct.

Heather

Ln.

.90

.11

.11

.08

.53

.05

.15

.17

.22

.28

.82

.20

.20

.23

.10

1.10

.20

.23

.25

.05

.02

.20

.20

.60

.11

1.02

.50

.50

.40

.05

.03

.10

.27

.22

.50

.60

.20

.50

.20

.37

.06.03

.15

.20

.11

.10

.10

.30

.71

.42

.19

.72

.52

1.41

.45

.21

1.34

.25

.04

.03

.13

.10

.09

.22

.09

.10

.09

.17

.67

.70

.29

.08

.50 .50

Newport

River

.28

.06

.17

70

70

87

1683

1125

1126

1129

1129

1247

1248

1130

1131

1124

1269

1731

1245

1293

1291

1292

1276

1283

1140

1290

1140

1124

1124

1124

1124

12711272

1270

1127

1127

1127

1206

1638

1637

1127

1291

1742

1743

1745

1743

Slaughter Rd.

Ct.

Bobby

Man

n

Blvd.

Woodla

nd

Dr.

Howard

Oak

wood

Dr.

Roberts

Rd.

Po

well

St.

Mills

Rd.

CanalSt.

Hilltop

Rd.

MortonDr.

GrayRd.

Joseph

St.

PineGrove

Dr.

Sherw

ood

AcornLn.

Walkin

g

Leaf

Rd.

Mason

TownRd.

Ho

ward

Rd.

To

m

Mann

Rd.Tom Man

n

Rd.

Hw

y.

Lincoln

Dr.

Ave.

JeffersonDr.

Washin

gto

n

Rd.

Nin

e

Foot

Rd.

Mundin

e

Rd.

1195

1197

1196

1198

Bur Oaks Blvd.

Casey Ln

Mill

Da

m W

ay

Carrie Ct

1744

Pond Dr

Holly S

prin

g R

d.

1247

10/17/2019

10/17/2019

TITLE SHEET

SUMMARY OF QUANTITIES

GRADING AND SURFACING OR RESURFACING AND WIDENING:

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES

ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT

ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE

PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A

PROPER TIE-IN.

GRADING:

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED OR

FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES

MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.

SIDE ROADS:

THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE

SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.

THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS

INVOLVED.

UTILITIES:

SUBSURFACE PLANS:

NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD

MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.

PLANSHEET

INDEX OF SHEETS

1A

3

1

1B CONVENTIONAL SYMBOLS

TYPICAL SECTIONS

3A SUMMARY OF EARTHWORK

X1A CROSS SECTION SUMMARY

CROSS SECTION SHEET

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

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8/17/99

2018 ROADWAY ENGLISH STANDARD DRAWINGS

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

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

STD.NO. TITLE

DIVISION 2 - EARTHWORK

200.2 METHOD OF CLEARING - METHOD II

225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL

GENERAL NOTES: 2018 SPECIFICATIONS

EFFECTIVE: 01-16-2018

N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2018 are applicable to this project

INDEX OF SHEETS, GENERAL NOTES, STANDARD DRAWINGS

OWNERS:

4

2

X1

EC1-EC3 EROSION CONTROL

TMP1-TMP2 TRAFFIC MANAGEMENT PLANS

ALL UTILITIES WILL BE RELOCATED BY OTHERS.

CENTURYLINK

15402.1016017

TIME WARNER CABLE-CHARTER

CARTERET-CRAVEN ELECTRIC

DIVISION 16 - EROSION CONTROL

1605.01 TEMPORARY SILT FENCE

DIVISION 3 - PIPE CULVERT

300.01 METHOD OF PIPE INSTALLATION

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.


1B

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

15402.1016017

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

J

J1

V1

END VIEW

-L-C1

E1

T

SIDE VIEW

ORIGINAL GROUNDORIGINAL GROUND

T

VAR SEE X-SECT VAR SEE X-SECT

C1E1

U

GRADE POINT

-L-

J

USE TYPICAL SECTION #1

-L- 12+50 TO 13+50

-L- 13+01.45 -L- 13+01.45

T

2:18.42'

31.5'

TO BTM OF HW

#57 STONE

VARIABLE DEPTH

GRADE POINT25'

6' 6'

25'

12.5' 12.5'

2:12:1

2.1:1

2.0 % 2.0 %

2.1:1

23' 23'

46'

TV1

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

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ROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.


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8/17/99



15402.1016017

PAVEMENT DESIGN

C1

E1

U

J VARIABLE DEPTH AGGREGATE BASE COURSE

J1

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

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

AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.

PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,

V1

T EARTH MATERIAL

EXISTING PAVEMENT

#57 STONE

GEOTEXTILE SEPARATOR FABRIC

10/17/2019 10/17/2019

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8/17/99

800 MOBILIZATIONLS

LS801 CONSTRUCTION SURVEYING

1

1

226

620 TON ASPHALT BINDER FOR PLANT MIX

610 TON

1605 LF TEMPORARY SILT FENCE

SEEDING AND MULCHING1660 ACRE

QUANTITY UNIT ITEM DESCRIPTIONSECT

610 TON

1661

1661

50 LB SEED FOR REPAIR SEEDING

FERTILIZER FOR REPAIR SEEDING0.2 TON

EA

1 LS

SP

SP

3 RESPONSE FOR EROSION CONTROL

TON #57 STONE

SUMMARY OF QUANTITIES


TON

SP

1 LS GRADING

LSSP 1

ASPHALT CONC SURFACE COURSE, TYPE S9.5B

SY

520 AGGREGATE BASE COURSE

SP

DEWATERING

IMPERVIOUS DIKELF

SYSP

SYSP 175

225

300

10

325

0.2

ASPHALT CONC BASE COURSE, TYPE B25.0C

40

15402.1016017

SYSP

COIR FIBER WATTLE

100

200

LS1402 REMOVAL OF EXISITNG STRUCTURE AT STATION (-L-13+01.45)

INSTALLATION OF NCDOT SUPPLIED 46.0' OF (2) 60" DIA. ALUMINUM PIPE WITH HEADWALLS

75

120

100

GEOTEXTILE FOR PAVEMENT STABILIZATION (CONTINGENCY)

COIR FIBER MAT (CONTINGENCY)

310 40 LF 18" SIDE DRAIN PIPE

300

300

10

20

TON

SY

FOUNDATION CONDITIONING MATERIAL, MINOR STRUCTURES

FOUNDATION CONDITIONING GEOTEXTILE

SP GEOTEXTILE SEPARATOR FABRIC

SP 200 LF SAFETY FENCE

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8/17/99

STATION - STATION LOCATIONLINE REMOVAL (SY)

IN SQUARE YARDS


SIZE

STATION

STR

UC

TU

RE

NO.

FR

OM

TO

LO

CA

TIO

N (L

T,R

T,

OR C

L)

OR GAUGE

THICKNESS

TO

P ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.

See "Standard Specifications For Roads and Structures, Section 300-5".

NOTE:

48"42"36"30"24"18"15"

BORROWUNDERCUTLOCATION EMBT+%EXCAVATION

UNCLASSIFIED

IN CUBIC YARDS

SUMMARY OF EARTHWORK

WASTE

SAY

SUB TOTAL

-L-

TOTAL

SAY

CL

PAVEMENT REMOVAL SUMMARY

TOTALS

LIST OF PIPES, ENDWALLS, ETC.

1

54" 60" 66" 72" 78"

REMARKS

EXCAVATION

STRUCTURE

HDPE PIPE, TYPE S OR D

OR

ALUMINIZED C.S. PIPE, TYPE IR

OR

CLASS III R.C. PIPE

36 97

670036

967

967

15402.1016017

214

100

100

FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING." GRUBBING AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID EXCAVATION, BORROW EXCAVATION, FINE GRADING, CLEARING AND UNCLASSIFIED EXCAVATION,UNCLASSIFIED STRUCTURE APPROXIMATE QUANTITIES ONLY.

-L- 12+50.00 - 13+50.00 97

-L- 12+63.02 - 13+39.74

0 036 133 0

0 1000 100 0 0 1000

EXISTING 2) 48" CMP -33

NEW STRUCTURE 200

333

333

12+63.02 - 13+39.74 214

214

CL-L- 13+01.45

60"

BANDS & 2' WIDE FLAT GASKETS

PIPE 3"X1" CORR. W/ 2' WIDE

(2) 60" DIA. 10GA ALUMINUM

(2) 46.0'

HEADWALLS

31'-6" X 7'-8"

WITH

(2) 60" DIA. ALUMINUM PIPE

NCDOT SUPPLIED

RT

40.0'

40.0'

2.32' 2.32'

5.32'2 OUT-L- 13+38.83

0.0%

92.0'

CAP

SLO

PE

%

7.38' 5.2%

4°11'38"

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HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

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60.0

0'

60.0

0'

EXISTING RIGHT OF WAY




-L- POT 16+03.57

N 388,526.2042 E 2,628,738.1551

N 388,517.5100 E 2,628,278.1800 ELEVATION = 10.93'

ELEVATION = 10.03'

ELEVATION = 11.89'

ALIGNMENT & CONTROL NOTESGRID COORDINATES

BL-1

BL-2

BL-3

-L- POT 10+00.00

-Y- POT 10+66.29 N 388,592.3940 E 2,628,734.5450

34.17 ACRES

DB 549, P 470

NEWPORT, NC, 28570

880 NINE FOOT RD.,

GARNER, MACON, ETALS.

34.17 ACRES

DB 549, P 470

NEWPORT, NC, 28570

880 NINE FOOT RD.,


5.8 ACRES

DB 277, P 222

NEWPORT, NC, 28570

827 NINE FOOT RD.,

GARNER, AILENE G. ETALS.

5.8 ACRES

DB 277, P 222

NEWPORT, NC, 28570

827 NINE FOOT RD.,


0.22 ACRES

DB 1546, P 426

NEWPORT, NC, 28570

837 NINE FOOT RD.,

KOKORUDA, THOMAS A.

0.64 ACRES

DB 1043, P 60

NEWPORT, NC, 28570

830 NINE FOOT RD.,

THOMAS, ROY, DONNA, ETALS

N 388499.2690 E 2,628,280.1390

N 388,534.7030 E 2,628,882.6710

-Y- POT 10+00

N 388,490.6250 E 2,628,604.8300

N 388,517.7410 E 2,628,892.6710

30.00'20.00' 30.00' 20.00'

18" RCP

48" R

CP

48" R

CP

20.00'

20.00'30.00'

30.00'

O/

H P

WR

O/

H P

WR

O/H PWR

O/

H P

WR

O/H PWR

BL-2

BL-1


1 2

21

6" PVC

NOT FIELD VERIFIED

APPROXIMATE LOCATION

10

-L- Sta. 14+58.81

POT -Y- Sta. 10+66.29

POT -Y- Sta. 10+00.00

10P

OT -

L-

Sta. 10

+00.0

0

END PROJECT-L-13+50.00

BEGIN PROJECT-L-12+50.00

2

1

10 11 12 13 14 15

-5

-1

3

7

11

15

(-)0.1000%

12.5

0

12.4

0

12.5

0

12.4

5

12.4

0

30.0' & 50.0' RT.

-L- STA. 12+5050.0' & 30.0' RT.

-L- STA. 13+50

30.0' & 50.0' LT.

-L- STA, 12+50

50.0' & 30.0' LT.

-L-STA. 13+50

LOCATION

[ACRES]

TOTAL PARCEL AREA

[ACRES]

PARCEL AREA REMAINING

NO.

PARCEL PROPERTY OWNER NAME

LOCATIONSTATION/ OFFSET DESCRIPTIONNORTH EAST

1

2

34.17

[ACRES]

(TCE)

AREA TO BE


CORNER

INTERSECTION

CORNER

LT

LT

LT

LT

LT

PROPOSED TEMPORARY CONSTRUCTION EASEMENT AREA SUMMARY

-L-12+50.00; 30.0' LT

-L-12+50.00; 50.0' LT

-L-12+94.86; 50.0' LT

-L-13+50.00; 50.0' LT

-L-13+50.00; 30.0' LT

N 388,543.8940 E 2,626,527.9466

N 388,563.8595 E 2,628,526.7725

N 388,566.4928 E 2,628,571.5503

N 388,569.7302 E 2,628.626.6000

N 388,549.7647 E 2,628,627.7741

TIE POINT

TIE POINT

0.046

0.045

34.124

5.755

50.0' LT

-L- STA. 12+94.86

50.0' RT.

-L- STA. 13+04.70

CORNER

INTERSECTION

CORNER

RT

RT

RT

RT

RT

-L-12+50.00; 30.0' RT

-L-12+50.00; 50.0' RT

-L-13+04.70; 50.0' RT

-L-13+50.00; 50.0' RT

-L-13+50.00; 30.0' RT

N 388,483.9975 E 2,628,531.4690

N 388,464.0320 E 2,628,532.6432

N 388,467.2432 E 2,628,587.2482

N 388,469.9027 E 2,628,632.4707

N 388,489.8682 E 2,628,631.2966

TIE POINT

TIE POINT

GARNER, MACON, ETALS. LT/RT

LT/RT 5.80

F F

FF

10/17/201910/17/2019

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

(NOT TO SCALE)

LEGEND

ROADWAY STANDARD DRAWINGS

TRAFFIC CONTROL PROJECT ENGINEER

TRAFFIC CONTROL PROJECT DESIGN ENGINEER

TRAFFIC CONTROL DESIGN ENGINEER

INDEX OF SHEETS

TRANSPORTATION MANAGEMENT PLAN

N.C.D.O.T. WORK ZONE TRAFFIC CONTROL

TRAFFIC ENGINEER

SHEET NO.

ONFOE

T

AT

S

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ANI

LO

R

AC

HTR

NFOE

TA

TS

DE

PA

RT

ME

NT

OF RAT NSP

OR

TA

TI

ON

AN

IL

OR

AC

HTRO

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SR1124_

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P1.dgn

11-

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T-2019 11:0

0

SEAL

APPROVED:

DATE:

WORK ZONE SAFETY & MOBILITY

"from the MOUNTAINS to the COAST"

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

ON

E TRAFFIC

C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

TR

TMP-1

ST

AT

E P

ROJE

CT:

1037 WH SMITH BLVD, GREENVILLE, NC 27834

PHONE: (252) 439-2840 FAX: (252) 830-3352

SEAL

034398

SSINABAC .D YER

FFEJ

ANILORAC HTRON

LA

NOISSEFORP

REENIGNE

VICINITY MAP / DETOUR MAP

15402.1016

017CARTERET COUNTY

15402.1016017

PROJECTLakewood

Ct.

Hargett

Kirby

Ln.

Graham Rd.

Dickens

Dr.

Oak

Ln.

Meadow

Ln.

Palmetta

Cir.

Laurel

LloydDr.

St.

Easy

St.

Easy

St. Roberts

St.

NewportCir.

Chapman Dr.

W.

ForestDr.

Eastover

Ct.

VerdunSt.

Haskett

St.

McCain

St.

Carolina Ave.

Deer

Run

Kings

Way

Beaver

Dam

Tr.

Lenoir

WhiteS

ands

Windy

Tr.

MourningD

oveDr.

Sunris

e

Way

Merry

woo

ds

Dr.

Park

St.

N.

Lakevie

w

Dr.

Bayberry

St.

St.

Ram

s

Horn

Rd.

Parker

Ct.

St.

Main

Westfield Rd.

Walk

er

St.

W.

Railro

ad

St.

Railro

ad

St.

E.

MannSt.

Heather

Ln.

NewportPop. 4,154

.90

.90

.11

.11

.08

.53

.05

.15

.17

.22

.28

.82

.20

.20

.23

.10

1.10

1.3

0

.20

.23

.25

.05

.02

.20

.20

.60

.24

.11

.08

1.02

.36

.03

.50

.50

.40

.05

.03

.10

.27

.22

.50

.60

.20

.40

.50

.20

.42

.08

.12

.12

1.1

7

.90

.50

.60

.18

.30

.20

.16

.42

.03

.98

.40

.57

.25

.37

Deep

Deep

Atla

ntic

F O R E S T

N A T I O N A L

C R O A T A N

US FOREST SERVICE

.06.03

.15

.20

.11

.10

.10

.30

.71

.09

.42

.52

1.41

.45

.21

.32

1.34 .2

5

.50

1.0

9

.04

.03

.13

.10

.09

.22

.09

.10

.09

.17

.28

.30

.67

.70

.29

.08

.50.50

Newport

River

NEWPORT

.28

.06

.17

.29

.15

.59

70

70

70

8740

95

22

76

BARRICADE (TYPE III)

DIRECTION OF PEDESTRIAN TRAFFIC FLOW

TITLESTD. NO.

DIRECTION OF TRAFFIC FLOW

NORTH ARROW

WORK AREA

TRAFFIC CONTROL DEVICES

GENERAL

EXIST. PVMT.

PROPOSED PVMT.

SHEET NO. TITLE

TMP-1 TITLE SHEET WITH VICINITY MAP & INDEX OF SHEETS,

LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,

AND LEGEND.

TMP-2 PROJECT NOTES, DETOUR AND PLANS.

THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD

DRAWINGS"-HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION

AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:

TEMPORARY ROAD CLOSURES

1145.01 BARRICADES (TYPE III)

1110.01 STATIONARY WORK ZONE SIGNS

1101.11 TRAFFIC CONTROL DESIGN TABLES

1101.03 (SHT. 1 OF 9)

JEFFREY D.CABANISS,PE

JEFFREY D.CABANISS,PE

- RALEIGH, N.C. DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT

LANG JONES

LANG JONES

1683

1125

1129

1129 1247

1247

1133

1132

1248

1130

1131

1124

1247

1137

1269

11371731

1245

1293

1291

1292

1276

1283

1140

1282

1141

1273

1695

1154

1290

1140

1140

1124

1124

1124

1124

1124

1140

12711272

1270

1127

1127

1127

1206

1638

1637

1127

1291

1742

1743

1745

1743

Ct.

Bobby

Man

n

Blvd.

Woodla

nd

Dr.

Howard

Blvd.

Cedar

Cre

ek

Rd.

Willis

Oak

wood

Dr.

Rob

erts

Rd.

Po

well

St.

Mills

Rd.

CanalSt.

Hilltop

Rd.

MortonDr.

GrayRd.

Joseph

St.

PineGrove

Rd.

Dr.

Sherw

ood

AcornLn.

Walkin

g

Leaf

Rd.

Mason

TownRd.

Ho

ward

Rd.

To

m

Mann

Rd.

Tom Mann

Rd.

Rd.

Hib

bs

Rd.

Ora

nge

Chath

am

St.

St.

Church

Chath

am

St.

Benjamin

Rd.

Old

Hw

y.

70

Loop

Rd.

Loop

Rd.

Hw

y.

Lincoln

Dr.

Ave.

JeffersonDr.

Washin

gto

n

Ho

ward

Farm

Rd.

Roberts

Rd.

Nin

e

Foot

Rd.

Rd.

1195

1197

1196

1198

Bur Oaks Blvd.

Casey Ln

Mill

Da

m W

ay

Carrie Ct

1199

Southwest

Dr

1744

Pond Dr

Holly S

prin

g R

d.

1247

1141

10/17/2019

GENERAL NOTES

SEAL

APPROVED: DATE:

$$$$

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ME$$$$

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11-

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0

DE

PA

RT

EN

OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

Z

O C

ON

TR

OL

DIV

ISIO

N OF HIG

HW

AY

ST

S

CA

I

M

T

SHEET NO.PROJ. REFERENCE NO.

SEAL

034398

SSINABAC .D YER

FFEJ

ANILORAC HTRON

LA

NOISSEFORP

REENIGNE

ROAD

CLOSED

ROAD

CLOSED

PLAN

OPERATIONS

TRANSPORTATION

BEGIN PROJECT

-L-12+50.00

END PROJECT

-L-13+50.00

15402.1016017

PROJECT

1010


Lakewood

Ct.

Kirby

Ln.

Graham Rd.Dickens

Dr.

Oak

Ln.

Meadow

Ln.

Palmetta

Cir.

Laurel

LloydDr.

St.

Easy

St.

Easy

St. Roberts

St.

NewportCir.

Chapman Dr.

W.

ForestDr.

Eastover

Ct.

VerdunSt.

Haskett

St.

McCain

St.

Carolina

Deer

Run

Kings

Way

Beaver

Dam

Tr.

Lenoir

WhiteS

ands

Windy

Tr.

MourningD

oveDr.

Sunris

e

Way

Merry

woo

ds

Dr.

Park

St.

N.

Lakevie

w

Dr.

Bayberry

St.

St.

Ram

s

Horn

Rd.

Parker

Ct.

Main

Westfield Rd.

W.

Railro

ad

St.

Railro

ad

St.

E.

Mann St.

Heather

Ln.

.90

.90

.11

.11

.08

.53

.05

.15

.17

.22

.28

.82

.20

.20

.23

.10

1.10

1.3

0

.20

.23

.25

.05

.02

.20

.20

.60

.24

.11

.08

1.02

.36

.03

.50

.50

.40

.05

.03

.10

.27

.22

.50

.60

.20

.40

.50

.20

.08

.12

.50

.60

.18

.30

.20

.16

.42

.03

.98

.25

.37

.06.03

.15

.20

.11

.10

.10

.30

.71

.09

.42

.19

.72

.52

1.41

.45

.21

.32

1.34

.25

.50

1.0

9

.04

.03

.13

.10

.09

.22

.09

.10

.09

.17

.28

.30

.67

.70

.29

.08

.50 .50

Newport

River

NEWPORT

.28

.06

.17

.29

.15

70

70

87

IMPLEMENT TRAFFIC CONTROL IN ACCORDANCE WITH THE ROADWAY STANDARD

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL

DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE

TO MEET FIELD CONDITIONS, OR RESULT IN DUPLICATE, OR UNDESIRED

OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,

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

ENGINEER.

TMP-2

STATE FORCES WILL INSTALL PAINT AND MARKERS ON THE FINISHED PROJECT.

THE TYPE III BARRICADES AT THE PROJECT LIMITS.

STATE FORCES WILL INSTALL AND MAINTAIN THE PROJECT DETOUR AND

DRAWINGS LISTED ON TMP-1.

R11-2

48'' x 30''

TYPE III BARRICADE

R11-2

48'' x 30''

TYPE III BARRICADE

DETOUR ROUTE

PROVIDE A MININMUM 2 WEEK NOTICE.

CONTACT JEFFREY DUNNING AT 252-439-2950 FOR COORDINATION.

15402.1016017

1683

1125

1126

1129

1129

1247

1247

1133

1132

1248

1130

1131

1124

1247

1137

1269

1731

1245

1293

1291

1292

1276

1283

1140

1282

1141

1695

1290

1140

1140

1124

1124

1124

1124

1140

12711272

1270

1127

1127

1127

1206

1638

1637

1112

1127

1291

1742

1743

1745

1743

Slaughter Rd.

Ct.

Bobby

Man

n

Blvd.

Woodla

nd

Dr.

Howard

Blvd.

Cedar

Creek

Rd.

Oak

wood

Dr.

Roberts

Rd.

Po

well

St.

Mills

Rd.

CanalSt.

Hilltop

Rd.

MortonDr.

GrayRd.

Joseph

St.

PineGrove

Rd.

Dr.

Sherw

ood

AcornLn.

Walkin

g

Leaf

Rd.

Mason

TownRd.

Ho

ward

Rd.

To

m

Mann

Rd.Tom Man

n

Rd.

Millis

Rd.

Rd.

Chath

am

St.

Chath

am

St.

Benjamin

Loop

Rd.

Lincoln

Dr.

Ave.

JeffersonDr.

Washin

gto

n

Ho

ward

Farm

Rd.

Roberts

Rd.

Nin

e

Foot

Rd.

Mundin

e

Rd.

1195

1197

1196

1198

Bur Oaks Blvd.

Casey Ln

Mill

Da

m W

ay

Carrie Ct

1199

Southwest D

r

1744

Pond Dr

Holly S

prin

g R

d.

1141

10/17/2019

EROSION AND SEDIMENT CONTROL MEASURESTemporary Silt Ditch

Temporary Silt Fence

Silt Basin Type B

TSD

Stilling Basin

TDTemporary Diversion

Temporary Rock Silt Check Type-B

Temporary Rock Silt Check Type-A

Temporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B

Type A

Type B

Type C

A

B

C


TSD

Std. # Description Symbol

Temporary Berms and Slope Drains

Rock Inlet Sediment Trap:

1630.031630.051605.01

1622.01

1633.01

1634.011634.021635.011635.021630.04

1632.01

1632.02

1632.03

Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-B

1606.01 Special Sediment Control Fence

Skimmer Basin

Tiered Skimmer Basin

Infiltration Basin

Special Stilling Basin1630.06

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

Wattle/Coir Fiber Wattle

Wattle/Coir Fiber Wattlewith Polyacrylamide (PAM)

1630.02

1633.02

CULVERT REPLACEMENT

10 20 40 20 0

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

GRAPHIC SCALES

PLANS

LOCATION:

TYPE OF WORK:

09/08/99


11-

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TIP P

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AR

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OF N RTC

A

RO

LIN

A

HIGHWAY EROSION CONTROLPLAN FOR PROPOSED

3

(NOT TO SCALE)

VICINITY MAP

Temporary Rock Sediment Dam Type A

Temporary Rock Sediment Dam Type B


Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design

revison thereto are applicable to this project and by reference hereby are considered a part of

these plans.

Rock Pipe Inlet Sediment Trap Type A

1634.01

1634.021635.01

1605.01

1630.01

Temporary Berms and Slope Drains

1606.01

1622.01

Special Sediment Control Fence

Riser Basin

1635.02 Rock Pipe Inlet Sediment Trap Type B

1604.01 Railroad Erosion Control Detail

1607.01 Gravel Construction Entrance

1630.05 Temporary Diversion

1630.04 Stilling Basin

1630.03 Temporary Silt Ditch

1630.02 Silt Basin Type B

1630.06 Special Stilling Basin

1631.01 Matting Installation

1632.02

1632.01

Rock Inlet Sediment Trap Type B

Rock Inlet Sediment Trap Type A

1632.03 Rock Inlet Sediment Trap Type C

1633.01

1633.02 Temporary Rock Silt Check Type B

Temporary Rock Silt Check Type A

1640.01 Coir Fiber Baffle

1645.01 Temporary Stream Crossing

Prepared in the Office of:

Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest


2018 STANDARD SPECIFICATIONS

GREENVILLE, NC 27834

1037 WH SMITH BLVD

15402.1016017

15402.1016

017

CONSTRUCTION.

GRUBBING PHASE OF

FOR CLEARING AND

EROSION CONTROL PLANS

THIS PROJECT CONTAINS

STANDARDS.

SENSITIVE WATERSHED

BEEN DESIGNED TO

THIS PROJECT HAS

CARTERET COUNTY

CERTIFICATION #3277

LEVEL III

JAMES L. EDWARDS, PLS.

SR1124 (NINE FOOT ROAD)

1.9 MILES WEST OF US 70

15402.1016017PROJECT


END PROPJECT-L-13+50.00

NATURAL RESOURCES DIVISION OF WATER QUALITY.

ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND

NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019

WITH THE REGULATIONS SET FORTH BY THE

THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY

-L- Sta. 14+58.81

POT -Y- Sta. 10+66.29

POT -Y- Sta. 10+00.00

P

OT -

L-

Sta. 16

+03.5

7

PO

T -

L-

Sta. 10

+00.0

0


Lakewood

Ct.

Dickens

Oak

Ln.

Meadow

Ln.

Palmetta

Cir.

Laurel

LloydDr.

St.

Easy

St.

Easy

NewportCir.

Chapman Dr.

W.

ForestDr.

Eastover

Ct.

Deer

Run

Kings

Way

Beaver

White

Windy

Tr.

MourningD

oveDr.

N.

Lakevie

w

Dr.

Bayberry

St.

Ram

s

Horn

Rd.

Parker

Ct.

W.

Heather

Ln.

.90

.11

.11

.08

.53

.05

.15

.17

.22

.28

.82

.20

.20

.23

.10

1.10

.20

.23

.25

.05

.02

.20

.20

.60

.11

1.02

.50

.50

.40

.05

.03

.10

.27

.22

.50

.60

.20

.50

.20

.37

.06.03

.15

.20

.11

.10

.10

.30

.71

.42

.19

.72

.52

1.41

.45

.21

1.34

.25

.04

.03

.13

.10

.09

.22

.09

.10

.09

.17

.67

.70

.29

.87

.08

.50 .50

Newport

River

.28

.06

.17

70

70

87

1683

1125

1126

1129

1129

1247

1132

1248

1130

1131

1124

1269

1731

1245

1293

1291

1292

1276

1283

1140

1290

1140

1124

1124

1124

1124

12711272

1270

1127

1127

1127

1206

1638

1637

1127

1291

1742

1743

1745

1743

Slaughter Rd.

Ct.

Bobby

Man

n

Blvd.

Woodla

nd

Dr.

Howard

Oak

wood

Dr.

Roberts

Rd.

Po

well

St.

Mills

Rd.

CanalSt.

Hilltop

Rd.

MortonDr.

GrayRd.

Joseph

St.

PineGrove

Dr.

Sherw

ood

AcornLn.

Walkin

g

Leaf

Rd.

Mason

TownRd.

Ho

ward

Rd.

To

m

Mann

Rd.Tom Man

n

Rd.

Hw

y.

Lincoln

Dr.

Ave.

JeffersonDr.

Washin

gto

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1195

1197

1196

1198

Bur Oaks Blvd.

Casey Ln

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Da

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Carrie Ct

1744

Pond Dr

Holly S

prin

g R

d.

1247

4°11'38"

PERMIT: NWP3

PLACED AS DIRECTED BY ENGINEER

NOTE: COIR FIBER MATTING,

RE

VISIO

NS


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8/17/99

15402.1016017

10

-L- Sta. 14+58.81

POT -Y- Sta. 10+66.29

POT -Y- Sta. 10+00.00

10 15

P

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L-

Sta. 16

+03.5

7

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END PROJECT-L-13+50.00


2

1

(Std.Dwg. 1630.06)

SILT BAG

PUMP(S)

PUMP(S)

THE ENGINEER.

NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL

BY ENGINEER.

ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED

AS DIRECTED BY THE ENGINEER.

CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTROL FENCE OR

WATTLES IN LOW AREAS OF SILT FENCE AS NEEDED OR DIRECTED BY

OF SILT FENCE AS NEEDED OR AS DIRECTED BY THE ENGINEER.

NOTE: THE CONTRACTOR SHALL INSTALL WATTLES IN LOW AREAS

SOIL STABILIZATION TIMEFRAMES

STABILIZATION TIME

7 DAYS

TIMEFRAME EXCEPTIONS

7 DAYS NONE

7 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.

NONE

14 DAYS

14 DAYS

7 DAYS FOR SLOPES GREATER THAN 50' IN

LENGTH.

ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.

SITE DESCRIPTION

PERIMETER DIKES, SWALES, DITCHES AND SLOPES

HIGH QUALITY WATER (HQW) ZONES

SLOPES STEEPER THAN 3:1

SLOPES 3:1 OR FLATTER

BARREL

DIFFUSER

IMPERVIOUS DIKE

BARREL

DIFFUSER

IMPERVIOUS DIKE

are also required within 24 hours of a 1 inch rainfall event that occurs within 24 hours. ***Perform weekly NPDES inspections and document using the most recent NPDES inspection form. Inspections

and tacked. Once vegetation has been established and approval given, EC devices will be removed. Establishment permanent vegetation as soon as possible. The disturbed areas will be seeded, mulched, crimped, 7.Matting with nylon mesh cannot be used within 25’ of the top of the stream bank.6.

on existing measures.Complete installation of erosion control measures (wattles, silt fences, etc.) and perform maintenance as needed5.Place new pipe and compact fill. Install slope protection on inlet and outlet as permit allows.4.

will be cleaned/washed stone.Prepare pipe foundation. The new grade should be one foot below the existing streambed. Bedding material 3.

Stockpile any material that can be reused (contained within silt fence). and sediment from entering the stream and/or escaping from the project.

Remove material (asphalt, debris, and waste) and existing pipe while limiting, as much as possible, material 2.Install erosion control devices per plans, including impervious dikes, silt bag and turbidity curtain (if needed).1.

Pipe Installation Schedule

60.0

0'

60.0

0'

60.0

0'








880 NINE FOOT RD.,

NEWPORT, NC, 28570

DB 549, P 470

34.17 ACRES


880 NINE FOOT RD.,

NEWPORT, NC, 28570

DB 549, P 470

34.17 ACRES


827 NINE FOOT RD.,

NEWPORT, NC, 28570

DB 277, P 222

5.8 ACRES


827 NINE FOOT RD.,

NEWPORT, NC, 28570

DB 277, P 222

5.8 ACRES

KOKORUDA, THOMAS A.

837 NINE FOOT RD.,

NEWPORT, NC, 28570

DB 1546, P 426

0.22 ACRES


827 NINE FOOT RD.,

NEWPORT, NC, 28570

DB 277, P 222

5.8 ACRES

THOMAS, ROY, DONNA, ETALS

830 NINE FOOT RD.,

NEWPORT, NC, 28570

DB 1043, P 60

0.64 ACRES

30.00'20.00' 30.00' 20.00'

18" RCP

48" R

CP

48" R

CP

20.00'

20.00'30.00'

30.00'

O/

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1 2

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6" PVC 6" PVCAPPROXIMATE LOCATION

NOT FIELD VERIFIED

F F

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1605.01

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DEPT. OF TRANSPORTATION

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8/17/99

UNCLASSIFIED

EXCAVATIONEMBANKMENT

LOCATION

(-L-)UNDERCUT

NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT.

EXCAVATION

NOTE:

IN CUBIC YARDS


0

0

0

0

STRUCTURE

000

CROSS-SECTION SUMMARY

12+63.02

12+85.66

13+01.45

13+17.25

12+50.00

6 4

9 18

5 45

5 44

0

227

272

0

SUM PRICE FOR "GRADING".EXISTING PAVEMENT. WILL BE PAID FOR AT THE CONTRACT LUMP FINE GRADING, CLEARING AND GRUBBING AND REMOVAL OF UNCLASSIFIED STRUCTURE EXCAVATION, BORROW EXCAVATION, APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION,

0

0

13+39.74

13+50.00

7 18

4 4

227

0

274

15402.1016017

0000

1010

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20

20

20

20

30

30

30

30

40

40

40

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SHEET NO.

10/26/98

0

PROJ. REFERENCE NO.

1515

1010

12+

50.0

0

1010

1515

55

12+

63.0

2

55

1010

1515

00

12+

85.6

6

55

1010

1515

00

13+

01.45

55

1010

1515

00

13+

17.2

5

1010

1515

55

13+

39.7

4

1010

1515

55

13+

50.0

0

X-1

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2.5

5

15402.1016017

3.3

%2.9

%12.5

0

12.4

92.0

%2.0

%

1.6:1

2.6:1

12.4

62.0

%2.0

%

2.0:1

2.0:1

12.4

52.1:1

2.1:1

2.0

%2.0

%

12.4

32.0

%2.0

%

2:1

2:1

12.4

12.0

%2.0

%4.4:1

1.3:1

12.4

03.2

%5.5

%

Documents

9 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 71061 … 2 Letting/11... · 2019-10-17 · title sheet summary of quantities grading and surfacing or resurfacing and widening: the