This electronic collection of documents is provided for the ... - … 1 Letting new... · 2018. 8. 29. · N A RIGHT OF WAY DATE: LETTING DATE: 2012 STANDARD SPECIFICATIONS Prepared

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.

***********************************

BM#1 RR SPIKE IN BASE OF 16" OAK

BL STATION 13+84.00 97 RIGHT

N 1018426 E 2545910

373 ELEVATION = 17.25

***********************************

-L- STA. 13+31.32

BEGIN BRIDGE APPROACH SLAB

-L- STA. 13+43.32

BEGIN BRIDGE

-L- SR 1311 (BOONES BRIDGE RD.)

-L- STA. 10+50.00

BEGIN STATE PROJECT B-5603

-L- STA. 18+00.00

END TIP PROJECT B-5603

DREWERY RD.TO SR 1312

VAUGHAN CREEK Rd. TO SR 1351

SR 13

12

DRE

WER

Y

RD

-L- STA. 15+60.69

END BRIDGE APPROACH SLAB

-L- STA. 15+48.69

END BRIDGE

=

0

0

PROFILE (HORIZONTAL)

PROJECT LENGTH

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA

SIGNATURE:

SIGNATURE:

P.E.

P.E.

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

6/21/

2018

R:\

Road

way\

Proj\

Hertf

ord 13

7_

RD

Y_

TS

H.d

gn

em

artin

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

OFN RT

CA

RO

LIN

A

RIGHT OF WAY DATE:

LETTING DATE:

2012 STANDARD SPECIFICATIONS

Prepared for:

NCDOT CONTACT

Prepared by:

ROADWAY PROJECT DESIGN ENGINEER

PROJECT MANAGER

L. KEVIN AUSTIN, PE

STEPHEN C. BROWDE, PE

SUB REGIONAL TIER

0 50 10050 25

00 1005050 25

000 10 20510

HERTFORD COUNTY

GRADING, DRAINAGE, PAVING AND STRUCTURE

= 0.103 MILES

= 0.039 MILES

= 0.142 MILES

REPLACEMENT OF BRIDGE 137 OVER

SR 1311 (BOONES BRIDGE RD.)

B-5603

LENGTH ROADWAY STATE PROJECT B-5603

LENGTH STRUCTURES STATE PROJECT B-5603

TOTAL LENGTH STATE PROJECT B-5603

NA 2011

NA

D 83/

B-5603

MCHERRIN RIVER OVERFLOW ON

DIVISION 1HIGHWAY

Edenton, NC 27932113 Airport Drive, Suite 100

PE

See Sheet 1-A For Index of Sheets

ADT 2012 270

1351

1361

1356

1311

1351

1352

1351

1362

1363

1364

1364

158

158

BUS

258

158

BUS

Creek Rd.

Vaughn

Creek R

d

Vaughn

MEHERRINRIVER

BoonesBridge Rd

Boones

Bridge R

d

State

sville R

d

Statesville R

d

Virginia Blvd

CrossroadsBarretts

Murfreesboro

Gatling R

d

Spiers Rd

Edwin Eva

ns

Rd

W Main St E Main St

Wise

Store R

d

Vaughn

Mill Rd

Store R

dWise

1311

1311

1311

1312

Dre

wery R

d

MAY 2017

FUNC CLASS = LOCAL

CONST.

45558.1.1

DA00429

45558.3.1

AUGUST 29, 2018

10

15

VICINITY MAP(NOT TO SCALE)

DETOUR ROUTE (APPROXIMATE LENGTH = 22 MILES)



(BRIDGE #137)

PROJECT LOCATION

VIRGINIA

COUNTY

HERTFORDNORTHAMPTON

COUNTY

VIRGINIA

(BRIDGE #137)

LOCATION

PROJECT

1537

1364

1363

1364

1362

1360

1361

1359

1352

1354

1351

1355

1350

1334

1349

1333

1356

1357

1360

1358

1351

1356

1353

1360

1562

1561

Boykins

Rd.

Princeton

Farm

Rd.

Will

Steph

enso

n Rd.

Sta

nle

y

Barn

es

Rd.

Horne Rd.

Vaughan

Creek

Rd.

Juic

yFruit

Rd.

Boone’s

Bridge

Rd.

Church

Rd.

Watson

Rd.

Edwards

Rd.

Royal

Watso

n

Rd.

Rd.

Wills

Hare

Rd.

-

Vaughan

Creek

Rd.

Rd.

Rd.

TurkeyBranch

Rd.

Barrett

Cabin

Rd.

Barrett

Cabin

Rd.

Horn

e

Farm

Rd.

Wats

on

Mill

Rd.

Rd.

Ashle

y’s

DECHARMARNEL DR

PINERIDGE LN

JER

RY C

HIT

TY L

N

PA

RK

ER RID

GE R

D

STEPHENSON AVE

N W

AT

ER S

T

FO

R S

T

N W

AT

ER S

T

CO

MM

UNIT

Y S

T

BA

RN

ES S

T

COMM

UNITY ST

WA

RE

HO

US

E S

T

MILLS ST

MAIN S

T

WATSO

N S

T

WATSO

N S

T

WATSO

N S

T

JOH

NSO

N ST

WHITE ST WHITE ST WHITE ST

MAIN ST MAIN ST MAIN ST MAIN ST

CH

UR

CH S

T

S W

AT

ER S

T

SOUTH ST

VIRCAR ST

STEPHENSO

N S

T

NEW ST

SOUTH ST

S W

ATE

R S

T

CH

UR

CH S

T

Com

munity

St.

Steph-

enso

n

St.S

t.

WhiteSt.

Barnes

St.

Ford

St.

St.

Water

Mil St.

SouthSt.New St.

Church

RIVE

R

MEHERRIN

RIV

ER

Kirb

ys

Creek

Creek

Kirbys

Creek

1.3

5

1.9

6

1.21

1.53

1.34

1.50

1.35

1.19

1.40

1.90

.99

3.0

2

.25

.37

.31

.45

.31

.33

1.5

7

1.52

.40

.61

.48

.30

.44

.37

.09

2.0

8

.25

.38

Railroad

.23

.09

.22

.46

.54

.96.10

.271.00

1.3

5

.34

.37

158

BUS158

158

35

Futrell

Main St.

Church R

d.

.60

.44

.24

.59

.08

158

C144

P1

P11

E Main St

E Main StW Main St

Virginia Blvd

Beach

wood Blvd

St

S 5th

Ln

Merchants

Dr

Woodland

Ave

Merrim

an

Murfreesboro

Pop. 2,408

CrossroadsBarretts

StoreBritts

Foushee Raile

y R

d

Win

d B

orne Mill R

d

Buckhorn C

hurc

h R

d

Spiers Rd

Whitley R

d

Barham R

d

Statesville R

d

Statesville R

dState

sville R

d

Statesville R

d

Hill F

erry R

d

Hill Ferry R

d

Ebo Rd

Ebo Rd

Parkers Ferry Rd

Boones Bridge R

d

Boones Bridge Rd

Boones Bridge Rd

Boones Brid

ge R

d

Countr

y F

arm R

d

Gatling R

d

Edwin Eva

ns

Rd

Tarheel R

d

Murphy Rd

Park Rd

Brantville

Dre

wery R

d

Woodland R

d

Hare

wood R

d

Mapleton R

d

Mapleton Rd

Willia

m Fis

hery R

d

Eleytown

Rd

Vaughn Mill Rd

Vaughn Mill

Rd

Vaughn Creek R

d

Wise Store R

d

Wise Store R

d

Rose R

d

Unio

n St

Storey R

d

West Rd

Gard

ner R

d

South R

d

Sprin

g Bra

nch R

d

Murfree Ave

Washingto

n R

d

Rhue Rd

Lance Rd

Carver Park R

d

Meherrin Ln

Bowles Pl

Cooper

Ln

Bynu

m Dr

Garner Rd

GarnerLn

Robert Gatlin Ln

S W

ynn St

Buena Vista Rd

Woodrid

ge M

hp

Pinetop C

ir

Leaf S

t

Tim

ber L

n

Old U

S H

wy 25

8

E-Street Cir

E-Street Cir

E-Stre

et CirD

rum St

Chief St

Brav

e St

Raleigh Rd

E High St

E High StW High St

Scott St

New St

Boyette St

River St

Dia

mond St Parksid

e D

r

E Vance St

E Vance St

E Broad StE Broad StW Broad StW

est S

t

La

wrence St

Jay Trl

Jay Trl

Jay Trl

Jay Trl

Hellen Cir

Co

mm

erce St

Darlene St

Nadine StNorth St

Williams St

College St

Colle

ge St

Sewell St

Hillside

St

CottonSt

Hassell Dr

S 4th St

S 4th St

S 3rd St

S 2

nd St

N 2

nd S

t

N 3rd S

t

N 4th S

t

N 5th S

t

Cho

wan

St

Syca

more StM

unicip

al

Cedar StEast S

t

1st S

t

Hart St

Major Billy Hill Dr

Moore St

Holly Hill Rd

Woodland Dr

Lib

erty S

T

Win

der St

Lake Vie

w D

rLake Vie

w D

r

Franklin

Dr

Fra

nklin Dr

Pecan D

r

Carolina Dr Woodrid

ge Dr

Sprin

gLake

Rd

Forest Cir

Dog

wood D

r

Wood ridge Dr

258

258

258

158

BUS

158

BUS

158

BUS

158

BUS

.76

1.00

.68

3.25

1.26

1.28

1.5

6

1.07

.20

.99

.69

.75

.35

.29

2.17

.26

2.05

1.00

.04

1.86

.03

2.50

.12 .25

.15

.40

2.79

1.54

1.56

.53

1.04

1.7

1

.67

.01

1.36

.31

1.2

3

1.03

1.3

1

.17

.09

.18

.22

.15

.21

1.3

6

1.0

3

.64

.59

1.0

5

.14 .10

.05

.07.1

0.10

.62.49.58

.08.04

.47

.22

.69

.12

.50

.75

.06

.19

1.0

0

.30

.29

.59

.48

.43

.69

.12

.12

.06

.18

.04

.07

.06

.15

.07.06

.19Oak R

d

EGI E

ES

L

OI

SEAL

NN E

R

PR

OFSION

A

NORT

HCAR LNA

15759 ED

WO

RB .C NE

H

PE

TS

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

039102

B

AND T. BA

RH

MR A

NO

DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B

6/22/2018

6/22/2018

ENGINEER

SHEET NO.PROJECT REFERENCE NO.

B-5603

6/21/

2018

R:\

Road

way\

Proj\

Hertford 137_

RD

Y_1A

&1B.d

gn

emartin

8/17/99

ROADWAY DESIGN

1A

INDEX OF SHEETS STANDARD SPECIFICATIONS LIST OF STANDARD DRAWINGS

SHEET # DESCRIPTION

INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARDS

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.

RIGHT-OF-WAY MARKERS:

OR EXCAVATION APPROACHING A BRIDGE.

CROSS-SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT

THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND

END BENTS:

SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.

NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR

SUBSURFACE PLANS:

CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.

CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD

THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING

GUARDRAIL:

FOR THE PARTICULAR ITEMS INVOLVED.

THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE

SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING

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

SIDE ROADS:

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

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

SHOULDER CONSTRUCTION:

SHOWN ON THE TYPICAL SECTIONS.

ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS

STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN

ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH

SUPERELEVATION:

METHOD II.

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

CLEARING:

DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.

MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS

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

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

GRADING AND SURFACING:

GRADE LINE:

REVISED:

EFFECTIVE: 01-16-2018

GENERAL NOTES: 2018 SPECIFICATIONS

Guide for Rip Rap at Pipe Outlets876.02

Drop Inlet Installation in Shoulder Berm Gutter846.04

Concrete Curb, Gutter and Curb & Gutter846.01

and Grates

Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame840.35

Frames and Narrow Slot Flat Grates840.29

Concrete Grated Drop Inlet Type ’B’ - 12" thru 36" Pipe840.18

Concrete Base Pad for Drainage Structures840.00

DIVISION 8 - INCIDENTALS

Pavement Repairs654.01

DIVISION 6 - ASPHALT BASES AND PAVEMENTS

Curve - Method I

Method of Shoulder Construction - High Side of Superelevated 560.01

DIVISION 5 - SUBGRADE, BASES AND SHOULDERS

Reinforced Bridge Approach Fills - Type II Modified Approach Fill422.02

DIVISION 4 - MAJOR STRUCTURES

Method of Pipe Installation 300.01

DIVISION 3 - PIPE CULVERTS

Method of Obtaining Superelevation - Two Lane Pavement225.04

Guide for Grading Subgrade - Secondary and Local225.02

Method of Clearing - Method II200.02

DIVISION 2 - EARTHWORK

STD.NO. TITLE

reference hereby are considered a part of these plans:

N. C., Dated January, 2018 are applicable to this project and by

Highway Design Branch - N. C. Department of Transportation - Raleigh,

The following Roadway Standards as appear in "Roadway Standard Drawings"

2018 ROADWAY ENGLISH STANDARD DRAWINGS

REV.

EFF. 01-16-2018

STRUCTURE PLANSS-1 THRU S-22

CROSS-SECTIONSX-1 THRU X-8

EROSION CONTROL PLANSEC-1 THRU EC-5

TRANSPORTATION MANAGEMENT PLANTMP-1

PLAN & PROFILE SHEETS4 THRU 5

SUMMARY OF DRAINAGE3D-1

PAVEMENT REMOVAL & SHOULDER BERM GUTTER

SUMMARIES OF GUARDRAIL, EARTHWORK, ASPHALT 3B-1

DETAILS FOR STRUCTURE ANCHOR UNITS2C-1

PAVEMENT SCHEDULE AND TYPICAL SECTIONS2A-1 THRU 2A-2

SURVEY CONTROL SHEETS1C-1 THRU 1C-2

CONVENTIONAL PLAN SHEET SYMBOLS1B

DRAWINGS

INDEX OF SHEETS, GENERAL NOTES, & LIST OF STANDARD 1A

TITLE SHEET1

EGI E

ES

L

OI

SEAL

NN E

R

PR

OFSION

A

NORT

HCAR LNA

15759 ED

WO

RB .C NE

H

PE

TS


6/22/2018

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Baseline Control Point

RIGHT OF WAY:

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

Proposed Control of Access

Proposed Right of Way Line

C

F

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Proposed Permanent Utility Easement

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

U/G Power Cable Hand Hole

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

4

I

H

a

TV:

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

|

I]

GAS:

Gas Valve

Gas Meter n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary SewerA/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

?

CONC

CONC WW

v

v

Drainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

WW

S

x

Foundation

S

Building

y

y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

*S.U.E. = Subsurface Utility Engineering

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.


1BB-5603

Abandoned According to Utility Records

WLB

EAB

EPB

RW

RW

RW

CA

E

TDE

PDE

PUE

S

P

P

T

T

TC

TC

T FO

T FO

W

W

TV

TV

TV FO

TV FO

G

G

SS

FSS

FSS

?UTL

Jurisdictional Stream JS

04/06/15

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

Proposed Permanent Easement with

Iron Pin and Cap Marker

Proposed Temporary Utility Easement TUE

Iron Pin and Cap Marker

Proposed Right of Way Line with

DUEProposed Permanent Drainage / Utility Easement

AUEProposed Aerial Utility Easement

CRProposed Curb Ramp

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

HPBExisting Historic Property Boundary

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

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

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

P

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

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

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

T

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

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

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

TC

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

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

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

T FO

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

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

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

W

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

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

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

TV

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

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

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

TV FO

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

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

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

G

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

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

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

FSS

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

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

STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS

Note: Not to Scale

UST

Contaminated Site: Known or Potential

Known Contamination Area: Soil

Potential Contamination Area: Soil

Known Contamination Area: Water

Potential Contamination Area: Water


PO

T

Sta. 10

+00.0

0

10

PC Sta. 10

+81.3

4

PT

Sta. 11+

94.4

2

PO

T

Sta. 18

+71.66

-L- -L-

NC GRIDNAD 83 NA 2011

NOTE: DRAWING NOT TO SCALE

INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL

BY THE NCDOT LOCATION AND SURVEYS UNIT.

PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.

NOTES:

PROJECT CONTROL DATA AT:

THE FILES TO BE FOUND ARE AS FOLLOWS:

SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER

INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.

HTTP://WWW.NCDOT.GOV/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/

THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING

TIP B5603_LS_CONTROL.TXT


LOCATION AND SURVEYS

B-5603

SURVEY CONTROL SHEET B-5603

VICINITY MAP

1C-1

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

VERTICAL DATUM USED IS NAVD 88

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

>

END CONSTRUCTION

-L- STA 18+00

CONTROL DATA

BENCHMARK DATA

NCGS FOR MONUMENT "B5603-2"

NORTHING: 1,018,531.8410(ft) EASTING: 2,545,944.9970(ft)

ELEVATION: 22.48(ft)

(GROUND TO GRID) IS: 1.000127777

S 76 ° 00’ 55.33" W 513.69’

"B5603-2" TO -L- STATION 10+50 IS

E= 2,545,047.4211

N= 1,018,261.3248

LOCALIZED PROJECT COORDINATES

NCDOT BASELINE STATION "BL-4"

E= 2,546,366.9390

N= 1,018,638.7413


NCDOT BASELINE STATION "BL-3"

E= 2,545,514.9320

N= 1,018,440.4377


NCDOT GPS STATION "B5603-1"

E= 2,545,944.9970

N= 1,018,531.8410


NCDOT GPS STATION "B5603-2"

>

> >>

BEGIN CONSTRUCTION

-L- STA 10+50.00

E= 2,545,446.5330

N= 1,018,407.7020


E= 2,546,179.1149

N= 1,018,568.3821


BL3 BL-3 1018638.7413 2546366.9390 23.15 OUTSIDE PROJECT LIMITS

B56032 GPS MON 1018531.8410 2545944.9970 22.48 15+63.47 14.15 LT

B56031 GPS MON 1018440.4377 2545514.9320 21.43 11+23.92 16.67 LT

BL4 BL-4 1018261.3248 2545047.4211 19.39 OUTSIDE PROJECT LIMITS

------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------

POINT DESC. NORTH EAST ELEVATION L STATION OFFSET

BL

***********************************



N 1018426 E 2545910

BM10 ELEVATION = 17.25

***********************************

SR 1311 BOONES BRIDGE ROAD 21’ PAVED ROADWAYTO SEVERN

TO SR 1313 EDWIN EVANS RD

1309

1300

1301

1308

1310

1310

1317

1315

1311

1314

1323

1310

1313

1307

1306

1308

Fous

hee

Raile

y Rd

Spiers Rd

Whitle

y Rd

Barham R

d

State

sville R

d

Statesville R

d

Boones B

ridge R

d

Boones Brid

ge R

d

Gatlin

g R

d

Edwin Eva

ns R

d

1308

1301

SITEPROJECT

Ferry Rd

Parkers

Rd

Dre

wery

Rd

State

sville

COUNTYNORTHHAMPTON

258

HWY

258

HWY


NOTE: DRAWING NOT TO SCALE

NOTES:

PROJECT CONTROL DATA AT:

THE FILES TO BE FOUND ARE AS FOLLOWS:

SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER

INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.

HTTP://WWW.NCDOT.GOV/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/

THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING

TIP B5603_LS_CONTROL.TXT


LOCATION AND SURVEYS

B-5603

SURVEY CONTROL SHEET B-5603

VICINITY MAP

1C-2

DATUM DESCRIPTION









NCGS FOR MONUMENT "B5603-2"

NORTHING: 1,018,531.8410(ft) EASTING: 2,545,944.9970(ft)



S 76 ° 00’ 55.33" W 513.69’

"B5603-2" TO -L- STATION 10+50 IS

ROW/PERMANENT EASEMENT

ALIGN STATION OFFSET NORTH EASTL 11+94.42 -45.00 1018483.39282 2545577.83843

L 11+94.42 -30.00 1018468.73686 2545581.03263

L 12+35.00 30.00 1018418.75520 2545633.46228

L 12+35.00 37.00 1018411.91576 2545634.95291

L 13+12.00 43.00 1018422.45029 2545711.46450

L 13+12.00 37.00 1018428.31267 2545710.18682

L 13+12.00 -51.00 1018514.29428 2545691.44749

L 13+12.00 -45.00 1018508.43190 2545692.72517

L 13+32.00 -45.00 1018512.69084 2545712.26645

L 13+32.00 37.00 1018432.57161 2545729.72810

L 13+32.00 -51.00 1018518.55322 2545710.98877

L 13+32.00 43.00 1018426.70923 2545731.00578

L 15+45.00 37.00 1018477.92931 2545937.84268

L 15+72.00 60.00 1018461.20641 2545969.12118

L 16+15.00 73.00 1018457.66130 2546013.90323

L 16+21.00 60.00 1018471.64081 2546016.99731

L 16+40.00 -45.00 1018578.27850 2546013.20209

L 16+40.00 -30.00 1018563.62254 2546016.39629

L 16+40.00 30.00 1018504.99872 2546029.17311

ROW/PERMANENT EASEMENT

1309

1300

1301

1308

1310

1310

1317

1315

1311

1314

1323

1310

1313

1307

1306

1308

Fous

hee

Raile

y Rd

Spiers Rd

Whitle

y Rd

Barham R

d

State

sville R

d

Statesville R

d

Boones B

ridge R

d

Boones Brid

ge R

d

Gatlin

g R

d

Edwin Eva

ns R

d

1308

1301

SITEPROJECT

Ferry Rd

Parkers

Rd

Dre

wery

Rd

State

sville

COUNTYNORTHHAMPTON

258

HWY

258

HWY


1"

1’

0.0250.025

1’

1"

3’-5"

RAILBARRRIERCONC.VERT.

SLAB BRIDGECONC. CORED

30’

8’

0.08

**3’

INSET "A"

MA

TC

HLIN

E

1:14:1 MAX.

VAR. TO

GROUNDEXISTING

1:1

0.025

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0.08

3:1 (MA

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1 TO

THIS LINEGRADE TO

INSET "A"

MA

TC

HLIN

E

0.025

10’-6"10’-6"

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TYPIC

AL N

o. 1

& 2

MA

TC

HLIN

E

GROUNDEXISTING

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VAR.

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SHOULDER BERM LOCATIONS:

4’-0"

GROUNDEXISTING

-L- STA. 13+18 TO 13+31.32 (LT. & RT.)-L- STA. 15+60.69 TO 15+74 (LT. & RT.)

TYPIC

AL N

o. 2

MA

TC

HLIN

E FDPS

VAR.

PLANS)(SEE

8"


ROADWAY DESIGNENGINEER ENGINEER

PAVEMENT DESIGN

6/2/99

6/21/

2018

R:\

Road

way\

Proj\

Hertford 137_

RD

Y_

TY

P.d

gn

emartin

B-5603

GRADE

POINT

CL

BRIDGE SKETCH NO.1

C1

W

BRIDGE #137

-L- (SR 1311 BOONES BRIDGE RD.)

TYPICAL SECTION NO. 1

USE TYPICAL SECTION NO. 1 AS FOLLOWS:T

C2

GRADE

POINTE1T

CLTEXISTING PAVEMENT.U

PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.

PAVEMENT SCHEDULE

EARTH MATERIAL.

C1

E1

E2

R PROP. SHOULDER BERM GUTTER

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

5"PLACE IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN

IN DEPTH.

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5B,

C2

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

PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5B,

C3

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

W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)

PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5B,

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

TE1C2

CL

USE BRIDGE SKETCH NO. 1 AS FOLLOWS:

15+48.69 (END BRIDGE)-L- STA. 13+43.32 (BEGIN BRIDGE) TO

-L- (SR 1311 BOONES BRIDGE RD.)

-L- STA. 10+50.00 TO 12+00.00

-L- STA. 16+00.00 TO 18+00.00

-L- STA. 15+75.00 TO 16+00.00 (LT. SIDE ONLY)

TE1 R

INSET "B"

C2

INSET "A"

2A-1

WITH SHOULDER BERM GUTTER**NOTE 2: USE INSET "B" FOR GUARDRAIL LOCATIONS

WITHOUT SHOULDER BERM GUTTER**NOTE 1: USE INSET "A" FOR GUARDRAIL LOCATIONS

AT AN AVERAGE RATE OF 140 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

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

AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

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

C3

EGI E

ES

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NN E

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PR

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15759 ED

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6/22/2018

8’

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THIS LINEGRADE TO

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AX)

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& "B"

INSET "A"

MA

TC

HLIN

E

& "B"

INSET "A"

MA

TC

HLIN

E

USE TYPICAL SECTION NO. 2 AS FOLLOWS:

-L- STA. 12+00.00 TO 13+43.32 (BEGIN BRIDGE)

-L- STA. 15+48.69 (END BRIDGE) TO 15+75.00

-L- STA. 15+75.00 TO 16+00.00 (RT. SIDE ONLY)

T

C1

GRADE

POINTUT

CL-L- (SR 1311 BOONES BRIDGE RD.)

E1

C2

W

TYPICAL SECTION NO. 2


ROADWAY DESIGNENGINEER ENGINEER

PAVEMENT DESIGN

6/2/99

6/21/

2018

R:\

Road

way\

Proj\

Hertford 137_

RD

Y_

TY

P.d

gn

emartin

2A-2

MIN.MIN.

C SURVEY L

E2C3

E2

U

3" 3"

C2C2

PAVEMENT SCHEDULE

C1

C2

C3

E1

E2

R

T

U

W

GUTTER

SHOULDER BERM

EXISTING PAVEMENT

EARTH MATERIAL

WEDGING

on Roadway

Detail Showing Method of Wedging Detail Showing Method of Bridge Wedging

C1 C1SLAB BRIDGE

CONC. COREDC3 C3

B-5603

ARE 1:1 UNLESS SHOWN OTHERWISE.

2) PAVEMENT EDGE SLOPES

PAVEMENT SCHEDULE.

1) SEE SHEET 2A-1 FOR DETAILED

NOTES:

1.5" SF9.5B

SF9.5B

VARIABLE DEPTH

6" B25.0BC

B25.0C

VARIABLE DEPTH

2.5" SF9.5B

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DATE: PROJECT REFERENCE NO. SHEET NO.

DATE: B-5603 3B-1

STRAIGHT

SHOP

CURVED

DOUBLE

FACED

APPROACH

END

TRAILING

END

APPROACH

END

TRAILING

END

APPROACH

END

TRAILING

END

TYPE

III XI

GREU

TL-3 M-350 XIII CAT-1

VI

MOD BIC AT-1G NG

-L- 12+62.07 13+43.32 LT 81.25 13+43.32 4' 7' 50' 1' 1 1 50:1 FLARE TO TYPE III ANCHOR UNIT

-L- 12+62.07 13+43.32 RT 81.25 13+43.32 4' 7' 50' 1' 1 1 50:1 FLARE TO TYPE III ANCHOR UNIT

-L- 15+48.69 16+29.94 LT 81.25 15+48.69 4' 7' 50' 1' 1 1 50:1 FLARE TO TYPE III ANCHOR UNIT

-L- 15+48.69 15+85.94 RT 37.50 50 15+48.69 4' 7' 50' SEE PLAN SHEET 4 1 1 TRANS. 4' OFF EOP TO 2' OFF DRWY. AND 6' MIN. FLARE

GUARDRAIL TOTALS: 281.25 50.00 4 3 1

ANCHOR DEDUCTIONS:

TYPE III: 4 @ 18.75' EA 75.00

GREU TL-3: 3 @ 50' EA 150.00

AT-1: 1 @ 6.25' EA 6.25

ANCHOR TOTALS: 231.25

GUARDRAIL GRAND TOTALS: 50.00 50.00 4 3 1

SAY: 87.50 50.00

ADDITIONAL GUARDRAIL POSTS = 5

LINE STATION STATION LOCATION AREA SQ. YDS.

-L- 10+50.00 12+00.00 CL 3,118.02 346.45 LINE STATION STATION UNCL. EMBANK. BORROW WASTE

-L- 13+31.32 13+50.27 CL 419.55 46.62 EXCAV. +%

-L- 15+54.51 15+60.69 CL 131.07 14.56 -L- 10+50.00 13+43.32 79 138 59 0

-L- 15+75.00 16+00.00 LT 261.93 29.10 -L- 15+48.69 18+00.00 135 402 267 0

-L- 16+00.00 18+00.00 CL 4,210.38 467.82 214 540 326 0

0 0

214 326 0

TOTAL 904.55 220 330

SAY 920

LINE STATION STATION LOCATION LENGTH

-L- 13+18.00 13+31.32 LT 13.32

-L- 13+18.00 13+31.32 RT 13.32

-L- 15+60.69 15+74.00 LT 13.31

-L- 15+60.69 15+74.00 RT 13.31

TOTAL 53.26

SAY 55

IMPACT

ATTENUATOR

TYPE 350

STATE OF NORTH CAROLINA"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL

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

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

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

COMPUTED BY: E. Stewart 7/31/2017

DIVISION OF HIGHWAYSCHECKED BY: S. Browde 6/18/2018

G = GATING IMPACT ATTENUATOR TYPE 350

NG = NON-GATING IMPACT ATTENUATOR TYPE 350

SURVEY

LINEBEG. STA. END STA. LOCATION

LENGTH WARRANT POINTSINGLE

FACED

CONCRETE

BARRIER

REMOVE

EXISTING

GUARDRAIL

REMOVE &

STOCKPILE

EXISTING

GUARDRAIL

REMARKS

"N"

DIST.

FROM

E.O.L.

TOTAL

SHOUL

WIDTH

FLARE LENGTH W ANCHORS

ASPHALT PAVEMENT REMOVAL SUMMARYASPHALT PAVEMENT REMOVAL SUMMARYASPHALT PAVEMENT REMOVAL SUMMARYASPHALT PAVEMENT REMOVAL SUMMARY

SHOULDER BERM GUTTER SUMMARYSHOULDER BERM GUTTER SUMMARYSHOULDER BERM GUTTER SUMMARYSHOULDER BERM GUTTER SUMMARY

EARTHWORK SUMMARYEARTHWORK SUMMARYEARTHWORK SUMMARYEARTHWORK SUMMARY

GRAND TOTALS:

SAY:

Note: Approximate quantities only. Unclassified Excavation,

Borrow Excavation, Fine Grading, Clearing and Grubbing,

and Removal of Asphalt Pavement will be paid for at the

contract lump sum price for grading.

PROJECT TOTALS:

Waste in Lieu of Borrow


COMPUTED BY: DATE: SHEET NO.

CHECKED BY: DATE: 3D-1

SIZE

THICKNESS

OR GAUGE

E F G

13+22 -L- LT 0402 22.73' 1 1 1

13+22 -L- LT 0402 0401 19.65' 15.45' 28' X X X 2

13+22 -L- RT 0403 22.73' 1 1 1

13+22 -L- RT 0403 0402 19.73' 19.65' 28'

15+70 -L- LT 0406 22.83' 1 1 1

15+70 -L- LT 0406 0405 20.08' 17.00' 20' X X X 2

15+70 -L- RT 0407 22.83' 1 1 1

15+70 -L- RT 0407 0408 20.08' 17.00' 20' X X X 2

SHEET TOTALS 40 28 28 4 4 4 4 2 0

ABBREVIATIONS

REMARKS

.064

.064

18''

G.D.I. TYPE "A" STD. 8

40.17 OR 840

.26

G.D.I. TYPE "B" STD. 8

40.18 OR 840

.27

G.D.I. (N.S.) FRAME W

ITH GRATE STD. 8

40.24

G.D.I. TYPE "D" STD. 8

40.19 OR 840

.28

15''

CATCH BASIN

NARROW DROP INLET

DROP INLET

GRATED DROP INLET

(NARROW SLOT)

JUNCTION BOX

MANHOLE

TRAFFIC BEARING

DROP INLET

TRAFFIC BEARING

JUNCTION BOX

T.B.G.D.I. FRAME W

ITH TWO GRATES STD. 8

40.35

CONCRETE TRANSITIONAL

SECTION

D.I. STD. 8

40.14 OR STD. 8

40.15

D.I. FRAME W


40.16

CU. YARDS

5.0' THRU 10.0'

PIPE REMOVAL LIN. F

T.

10.0' A

ND ABOVE

R.C.P.

48''

DO NOT USE RCP

DO NOT USE CSP

DO NOT USE CAAP

DO NOT USE HDPE

.109

C.B.

N.D.I.

D.I.

G.D.I.

G.D.I.(N.S.)

J.B.

M.H.

T.B.D.I.

T.B.J.B.

PER EACH (0' THRU 5.0')

LIN.

FT.

DROP IN

LET

CATCH BASIN

C.S.P.

G.D.I. (N.S. F

LAT) FRAME W


40.29

15" CS Elbows

18" CS Elbows

G.D.I. FRAME W

ITH GRATE STD. 8

40.20

G.D.I. FRAME W


40.22

G.D.I. (N.S.) FRAME W


40.24

J.B. S

TD. 8

40.31 OR 840

.32

C.B. S

TD. 8

40.01 OR STD. 8

40.02

FRAME,

GRATES,

AND HOOD

STANDARD

840.03

FROM

TO

12''12'' 15'' 18'' 24'' 30'' 36'' 42''

.064

30'' 36'' 42'' 48'' 12''

9/6/2017

30'' 36''

.079

.079

.109

24''18'' 24'' 30'' 36'' 42''

.064

15''12'' 15'' 18'' 24''

R.C. PIPE

CLASS IV

R.C. PIPE

CLASS III

42''

15" SIDE DRAIN PIPE

18" SIDE DRAIN PIPE

ENDWALLS

** " R.C. P

IPE (CLASS V)

***" RC PIPE CULVERTS, C

ONTRACTOR DESIGN

***" RC PIPE CULVERTS, C

ONTRACTOR DESIGN STD. 838.01

838.11 OR

STD. 838.80

(UNLESS

NOTED

OTHERWISE)

48''

Ecological Engineering, LLP

Ecological Engineering, LLP

TYPE OF

GRATE

C.S. PIPE

A B48''

PROJECT NO.

9/6/2017 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION B-5603

DIVISION OF HIGHWAYS

LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)

STATION

LOCATION (LT, R

T, O

R CL)'

STRUCTURE NO.

TOP ELEVATION

INVERT ELEVATION

INVERT ELEVATION

SLOPE CRITICAL

DRAINAGE PIPE

(RCP, CSP, CAAP, HDPE, or PVC)

QUANTITIES

FOR DRAINAGE

STRUCTURES

*TOTAL L.F. F

OR PAY

QUANTITY SHALL BE COL.

'A' + (1.3 X COL.'B

')

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

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


DB 501 PG 691R.P WATSON, JR

DB 529 PG 598

PC 1 PG 72D

R.P WATSON, JR

DB 529 PG 598

PC 1 PG 72D

DB 634 PG 514

PB 10 PG 88

DB 634 PG 514

PB 10 PG 88

DB 771 PG 578

PB 10 PG 88

DB 65 PG 127

SILLES STEPHENS, HEIRS

DREWRY HOLDINGS,LLC

DB 781 PG 207

N 25°2

4’5

5" W

99.6

8’

N 72°58’12" W201.00’

S 52

°29’48

" W

143.6

0’

N 54°4

7’12

" W

381.0

0’

N 66°19’42" W

691.14’

N 57°42’12" W

102.20’

S 12°09’22" E

17.54’

S 88°19’22" E262.90’

S 73°46’22" E

333.10’

S 82°34’22" E272.10’

S 71°43’22" E

153.35’

0.62’ ECM

TO R/

W

S 08°13’0

3"

E81.82’0.4

3’

EC

M

TO

R/

W

S 71°53’48" W

97.60’

S 57

°36’48

" W

152.80

’

ECM

ECM

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

S 03°4

8’3

5"

E13

07.9

9’

JOHN H. DREWRY III, ET AL

JOHN H. DREWRY III, ET AL

CROSSCOLLINFLOYD

CASTELOWTOMMY V.

30" RCP

48" 3SBW48" 3SBW

BM#1

GPS-1

GPS-2

BL-3LOW WIRE=44.35’

DETERMINED BY PHYSICAL OR PAROLE EVIDENCETHE HISTORIC HIGH WATER MARK COULD NOT BE

WOODS

WOODS

WOODS

WOODS

WOODS WOODS WOODS

WOODS

13’ GR

RCP

18"

CMP

24"

SR 1311 BOONES BRIDGE ROAD 21’ PAVED ROADWAY

SR 13

12

DR

EW

ER

Y R

D 20’ P

AVE

D

RO

AD

WA

Y

60.00’

TO

VIR

GINIA S

TA

E

LIN

E

MTL GATE W/STEEL CABLE

CULTIVATED

WOODS

DATUM DESCRIPTION



JOYNER KEENY FOR MONUMENT "GPS B5603-2"


NORTHING: 1018531.8410(ft) EASTING: 2545944.9970(ft)






"GPS B5603-2" TO -L- STATION IS



POSSIBLE JB

JB

(OVERFLOW)

***********************************



N 1018426 E 2545910

373 ELEVATION = 17.25

***********************************

WITH CONCRETE WINGWALLS

12 SPAN WOOD AND CONCRETE

EXIST. BRIDGE #137

TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=5.59’

EXIST. LOW WOODEN BEAM=20.68’

-L- STA. 15+48.69

END BRIDGE

-L- STA. 15+60.69

END APPROACH SLAB

-L- STA. 13+43.32

BEGIN BRIDGE

-L- STA. 13+31.32

BEGIN APPROACH SLAB

025

025

.03

.025

.01

.025

.04

.025

.015

.025

.04

.03

.025

.02

.00

.01

.02

.025

8:1

8:1

8:1

-L- STA. 10+50.00

BEGIN CONSTRUCTION

EXIS

T.

8:1

(INC.)

24’

+10.4

2

(INC.)

24’

+76.0

0

-L- STA. 18+00.00

END CONSTRUCTION

(INC.)

24’

+50.0

0

.025

12’

R20’

.005

.035

EXIS

T.

DRIVE12’ STONE

10.5’

10.5’

10.5’

10.5’

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.


4B-5603

6/21/

2018

R:\

Road

way\

Proj\

Hertford 137_

RD

Y_P

SH04.d

gn

emartin

8/17/99

FOR STRUCTURE PLANSSEE SHEET S-1 THRU S-22

BRIDGE / ROADWAY RELATIONSHIP

3’-

5"

3’-

5"

10.5’10.5’

-L-

NA 2011

NA

D 83/

NOTE: FOR -L- PROFILE SEE SHEET 5

PO

T

Sta. 10

+00.0

0

10

PC Sta. 10

+81.3

4

PT

Sta. 11+

94.4

2

15

PO

T

Sta. 18

+71.66

PI Sta 11+37.88

D

L = 113.08’

T = 56.54’

R = 10,000.00’

TYPE III

TYPE III

TYPE III

TYPE III

AT-1

-L- STA. 13+43.32

BEGIN BRIDGE

-L- STA. 13+31.32

BEGIN APPROACH SLAB

-L- STA. 15+48.69

END BRIDGE

-L- STA. 15+60.69

END APPROACH SLAB

20’ R

-L- -L-

D.S. = 60 MPH

SE = 0.025 (AS SHOWN)

GREU TL-3

GREU TL-3

GREU TL-3

0403

0401

0402

0405

0406

0407

0408

TB 2GI TB 2GI

TB 2GI

15" W/ELBOWS

15" W/ELBOWS

EST 5 SY GEOTEXTILE

EST 1 TON

CLASS B RIP RAP

EST 5 SY GEOTEXTILE

EST 1 TON

CLASS B RIP RAP

+18 LT&RTBEGIN SBG

+74 LT&RTBEGIN SBG

EST 10 SY GEOTEXTILE

EST 3 TON

CLASS B RIP RAP

18" W/ELBOWS

18" RCP-IV

TB 2GI

1

1

3

2

3

PROPERTY OWNERS NAMETAKENAREA

RIGHTREMAINING

AREA

LEFTREMAINING

AREA

EASEMENTCONSTRUCTION

EASEMENTDRAINAGE

PERMANENT

EASEMENTDRAINAGE

TEMPORARY

R.P WATSON, JR

SILLES STEPHENS, HEIRS

JOHN H. DREWERY III, ET AL

PARCEL NO.

1

2

3

AREATOTAL

(EXIST. R/W)30.00 45.00+94.42

(EXIST. R/W)30.00 45.00+40.00

37.00+45.00

60.00+21.00

(EXIST. R/W)30.00+40.00

60.00+72.00

73.00+15.00

3740 SF

NO CLAIM

319 SF0.14 AC

51.0045.00+32.00

51.0045.00+12.00

120 SF

(EXIST. R/W)30.00 +17.55 (EXIST. P/L)

37.00+17.54

F F

FF C C F

F

F

F F

F

F

F

C

F

F

F

F

C

F

F F

CF

EGI E

ES

L

OI

SEAL

NN E

R

PR

OFSION

A

NORT

HCAR LNA

15759 ED

WO

RB .C NE

H

PE

TS

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

039102

B

AND T. BA

RH

MR A

NO


6/22/20186/22/2018

10

20

30

0

10 11 12 13 14 15 16 17 18

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


ENGINEER ENGINEER

5B-5603

6/22/2018

R:\

Road

way\

Proj\

Hertford 137_

RD

Y_P

FL.d

gn

avogt

NOTE: FOR -L- PLAN SEE SHEET 4

OF 16" OAK

RR SPIKE IN BASE

ELEV = 17.25’

O/S 97.00’ RT

-BL- STA. 13+84.00

BM#1

(+)0.3000% (+)0.5521%

(+)0.5521% (-)0.5563%

(-)0.5563% (+)0.3205%

-L-

ST

A. 15+71.00

EN

D

BRID

GE

-L-

ST

A. 14+81.00

BE

GIN

BRID

GE

ELE

V = 23.4

2

-L-

ST

A. 18+00.0

0

EN

D

PR

OP

OS

ED

GR

AD

E

ELE

V = 22.0

7

-L-

ST

A. 10+50.0

0

BE

GIN P

ROP

OS

ED

GR

AD

E

TO EL. 17.0’EXCAVATE BERM

W/ FILTER FABRICCLASS II RIPRAP

KEYED 3.5 FT DEEP2.5 FT THICKW/ FILTER FABRICCLASS II RIPRAP

CL

SURVEY = 15.6’ (11-29-16)WS ON DATE OF

SKEW = 90°

G.P. ELEV. 23.59’

W/ 4’-0" CAPS

21" CORED SLAB BRIDGE

3@50’, 1@55’

4 SPANS,

-L- STA 14+46.00

1.5:1

1.5:1

D.S. = 75 MPHV.C. = 55’K = 218EL = 22.64’PI = 12+40.45

D.S. = 60MPHVC = 170’K = 153EL = 23.83’PI = 14+56.00

D.S. = 60 MPHVC = 125’K = 143EL = 22.87’PI = 16+28.58

(+)0.3000% (+)0.5521%

(+)0.5521% (-)0.5563%

(-)0.5563% (+)0.3205%

DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YR

YR

BASE FREQUENCY

OVERTOPPING ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE CFS

CFS

YR

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION

BRIDGE HYDRAULIC DATA

DATE OF SURVEY

W.S. ELEVATION

AT DATE OF SURVEY FT

= 25000

= 10

= 22.4

= 43000

= 100

= 24.1

= 29024

= 25+/-

= 22.5

= 11/29/2016

= 15.6

PRO

FESSIONAL

ENGINEER

NORT

H CAROLINA

SEAL

039102

B

AND T. BA

RH

MR A

NO

EGI E

ES

L

OI

SEAL

NN E

R

PR

OFSION

A

NORT

HCAR LNA

15759 ED

WO

RB .C NE

H

PE

TS


6/22/20186/22/2018

GENERAL NOTES

LEGEND

DIRECTION OF TRAFFIC FLOW

STATIONARY SIGN

48’’ X 48’’

ROADCLOSED1000 FT

W20-3

48’’ X 48’’

ROADCLOSED1000 FT

W20-3

48’’ X 48’’

AHEAD

ROAD

CLOSED

W20-3

TYPE III WING BARRICADES

WORK AREA

500’ +/- 500’ +/-

1 / 2 MILE +/-500’ +/-500’ +/-

TRAFFIC CONTROL FOR TEMPORARY ROAD CLOSURE


N

48’’ X 48’’

CLOSED

500 FTW20-3

ROAD

48’’ X 48’’

CLOSED

500 FTW20-3

ROAD

W. B. ALLEN

2/17

2/17

L. K. AUSTIN

SR 1351

SR 1311


SR 1311

1 / 2 MILE +/-

48’’ X 48’’

AHEAD

ROAD

CLOSED

W20-3

USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY OR FOR EMERGENCIES.

DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 "ROAD CLOSED XX MILES AHEAD".

TO THRU TRAFFIC" IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED BEYOND THE DETOUR POINT.

USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN R11-4 "ROAD CLOSED

WHICH TRAFFIC MUST TURN IN DETOURING.

POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE DIRECTION TOWARD

CALENDAR DAY.

SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS AND BARRICADES WITHIN THE SAME

INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE BARRICADES BEFORE

DO NOT INSTALL ADVANCE WARING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINING OF WORK.

EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE.

BEFORE A ROADWAY IS CLOSED TO TRAFFIC SUCH THAT NECESSARY PROVISIONS CAN BE MADE TO INFORM LOCAL

UNLESS OTHERWISE DESIGNATED IN PLANS. PROVIDE A MINIMUM 21 CALENDAR DAY NOTICE TO STATE FORCES

EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY OTHERS (STATE OR CITY FORCES)

INSTALLATION OF TEMPORARY ROUTE MARKERS, DESTINATION SIGNS AND ANY NECESSARY MODIFICATIONS TO

7-

6-

5-

4-

3-

2-

1-

60’’ x 30’’

R11-3

ROAD CLOSED

LOCAL TRAFFIC ONLY

XX MILES AHEAD

ROAD

CLOSED

R11-2

48’’ x 30’’

TYPE III BARRICADE(S)

ROAD

CLOSED

R11-2

48’’ x 30’’

TYPE III BARRICADE(S)

POINT OF CLOSURE

BETWEEN THE DETOUR POINT AND THE

SHOULD ALSO BE USED AT SIDE ROADS

WING BARRICADES WITH SIGN R11-3NOTE:

(BRIDGE #137)

PROJECT LOCATION

SR 1310

TYPE III WING BARRICADES

60’’ x 30’’

R11-3

ROAD CLOSED

LOCAL TRAFFIC ONLY

XX MILES AHEAD

VIRGINIA

COU

NTY

HER

TFOR

DN

ORTH

AMPTO

N

COU

NTY

VIRGINIA

TMP-1

PLAN

TRAFFIC MANAGEMENT

SR 1312

500’ +/-

NEXT RIGHT42’’ X 12’’

SP-4R

W20-3

48" x 48"

AHEAD

ROAD

CLOSED

NO. NO.BY: BY:DATE: DATE:

REVISIONS SHEET NO.

TOTALSHEETS

STATE OF NORTH CAROLINA

RALEIGH

DEPARTMENT OF TRANSPORTATION

12

3

4

$TIM

E$

$FIL

E$

$D

AT

E$

STATION:

COUNTY

PROJECT NO.

19661

SEAL

ENGINEE

R

PR

OFESSION

AL

NORT

HCAROLINA

L.

KEVIN AU ST

IN

27’-10" CLEAR ROADWAY - 90°SKEW

HERTFORD

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

PLANS PREPARED BY:

14+46.00 -L-

REPLACES BRIDGE NO. 137

B-5603

DATE :

DATE :

DRAWN BY :

CHECKED BY :

DATE :DESIGN ENGINEER OF RECORD: L. K. AUSTIN 6/18

158

E Main St

E Main StW Main St

Virginia Blvd

Beach

wood Blvd

1305

1303

1304

1309

1309

1300

1308

1310

1310

1317

1315

1311

1314

1310

131313111312

1311

11791160

1166

1316

13071306

1308

1302

Murfreesboro

CrossroadsBarretts

StoreBritts

Como

1315

258

158

BUS

1301

258

258

1362

1360

1361

1352

1354

1351

13551333 1351

1356

1353

1360

Pendleton

SevernBoykins

Rd.

RIVER

MEH

ERRIN

MEHERRIN

Kirb

ys

Creek

Creek

Branch

Kirbys

Creek

.13

.34

.45

.31

Railro

ad

CS

X

Railroad

Railro

ad

.23

.09

.22

.46

.54

.96.10

.271.00

.54

.13

1.3

5

.34

.37

2.4

2

.62

158

35

35

35

Futrell

Severn

158


6/22/2018

��


ENGINEER ENGINEER

R/W SHEET NO.


EC-2G

NATURAL GROUND

NATURAL GROUND

FLOW

2’(MAX.)

CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

EDGE OF PAVEMENT

ISOMETRIC VIEW

PAVE

MENT

SHLD

.

BACK

SLOPE

DIT

CH

SLO

PE

2’ UPSLOPE

STAKE

MATTING 2’ DOWNSLOPE

STAKE

2’ UPSLOPE

STAKE

MATTING 2’ DOWNSLOPE

STAKE

TOP VIEW

6’(MIN.)

12"(MIN.)

UPSLOPE

STAKEDOWNSLOPE

STAKE

MATTING

MATTING

See Inset B

INSET B

STAPLES

VAR.

2’(MIN.)

2 IN.

See Inset A

INSET A

STAKES

X-XXXX

COIR FIBER WATTLE DETAIL

NOTES:

USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.

USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL

CROSS SECTION.

ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT

WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE

STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE

FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON

BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.

INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE

STANDARD SPECIFICATIONS.

COIR FIBER WATTLE

dhstallingsRectangle

dhstallingsTypewritten Text



dhstallingsTypewritten TextB-5603



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10’-0"

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��

00

00

55

55

1010

1010

1515

1515

2020

2020

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2525

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3535

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4545

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XS

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Hertford 137_

RD

Y_

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PROJ. REFERENCE NO. SHEET NO.0

6/23/16

20 20

25 25

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15 15

X-1

-L-

2.5 5

B-5603

10+00.00

11+00.00

10+75.00

10+25.00

10+50.00

Pavement will be paid for at the contract lump sum price for "Grading."Excavation, Fine Grading, Clearing and Grubbing, and Removal of Existing

Note: Approximate quantities only. Unclassified Excavation, Borrow

21.94

EO

P

EO

PR/W

R/W

21.99

EO

P

EO

P R/WR/W

22.07

0.040 0.040VAR.

S.S. 20.05

VAR.

S.S. 21.24WLB

EO

P

EO

PR/W

R/W

22.14

0.030 0.030VAR.

S.S. 22.03

VAR.

S.S. 21.28WLB

EO

P

EO

PR/W

R/W

22.20

0.025 0.025VAR.

S.S. 22.00

VAR.

S.S. 21.63

EO

P

EO

P

WLB

R/WR/W


00

00

55

55

1010

1010

1515

1515

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2020

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Road

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30 30

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X-2

-L-

2.5 5

B-5603

12+00.00

11+75.00

11+50.00

11+25.00

22.27

0.025 0.025VAR.

S.S. 21.98

4:1

S.S. 21.77

EO

P

EO

P

WLB R/W

R/W

22.35

0.025 0.0254:1

S.S. 21.96

4:1

S.S. 21.85E

OP

EO

P

WLB R/W

R/W

22.34

0.025 0.025VAR.

S.S. 21.85

4:1

S.S. 21.88

EO

P

EO

P

WLB

WLB

R/W

R/W

22.33

0.014 0.025VAR.

S.S. 21.76

4:1

S.S. 21.91

EO

P

EO

P

WLB

WLB

R/W

R/W


00

00

55

55

1010

1010

1515

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2020

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Road

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RD

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10 10

15 15

20 20

25 25

10 10

15 15

20 20

25 25

10 10

15 15

20 20

25 25

30 30

10 10

X-3

-L-

2.5 5

B-5603

13+00.00

12+25.00

12+75.00

12+50.00

22.33

0.004 0.025

S.S. 16.79 S.S. 21.76

4:1

4:1

EO

P

EO

P

R/W

WLB

WLB

R/W

22.34

0.006 0.025

S.S. 16.62 S.S. 18.14

4:14:1

EO

P

EO

P

R/W R/W

WLB

WLB

22.32

0.017 0.025

S.S. 16.38

3:1

S.S. 18.43

3:1

EO

P

EO

P

R/W

R/W

WLB

WLB

22.31

0.025 0.025

3:1

S.S. 16.12 S.S. 18.63

3:1

EO

P

EO

P

R/W

R/W

WLB

WLB


00

00

55

55

1010

1010

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20 20

25 25

10 10

15 15

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25 25

10 10

15 15

20 20

25 25

30 30

10 10

X-4

-L-

2.5 5

B-5603

14+00.00

13+25.00

13+75.00

13+50.00

22.41

0.025 0.025

S.S. 15.76 S.S. 18.86

3:13:1

EO

P

EO

P

WLB

WLB

R/W

R/W

22.51

0.025 0.025

EO

P

EO

P

R/W

R/W

WLB

WLB

15.84

0.025 0.025

R/W R/W

WLB

14.81

0.025 0.025

R/W R/W


00

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Y_

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25 25

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20 20

25 25

30 30

10 10

X-5

-L-

2.5 5

B-5603

15+00.00

14+25.00

14+75.00

14+50.00

15.17

0.025 0.025

R/W R/W

14.61

0.025 0.025

R/W R/W

15.19

0.025 0.025

R/W R/W

14.77

0.025 0.025

R/W

R/W


00

00

55

55

1010

1010

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Road

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20 20

25 25

30 30

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X-6

-L-

2.5 5

B-5603

15+25.00

15+75.00

16+00.00

16+25.00

15+50.00

14.80

0.025 0.025

R/W R/W

19.74

0.025 0.025

S.S. 15.22 S.S. 15.93

3:13:1

WLB

WLB R/W

R/W

22.98

0.025 0.025

S.S. 17.31

S.S. 18.15

3:13:1

EO

P

EO

P

WLB

R/W

WLB

R/W

22.93

0.025 0.025

S.S. 21.35 S.S. 20.90

3:13:1 PVI

30.00’

8%EST. 15%

DRIVEWAY

EO

P

EO

P

R/W

WLB R/W

EAS

M’T

CO

NST.

22.92

0.025 0.025

S.S. 19.50S.S. 22.34

4:14:1

EO

P

EO

P

R/W

R/W

WLB

R/W R/W


00

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C\

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RD

Y_

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6/23/16

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35 35

15 15

X-7

-L-

2.5 5

B-5603

17+25.00

17+00.00

16+75.00

16+50.00

22.92

0.025 0.025

S.S. 15.25 S.S. 16.65

4:1

EO

P

EO

P

WLB

WLBR/W

R/W

22.94

0.025 0.025

S.S. 22.40

4:1

S.S. 22.12E

OP

EO

P

WLB

WLB

R/W

R/W

22.97

0.025 0.025

S.S. 22.53

4:1

S.S. 22.12

EO

P

EO

P

WLB

WLBR/WR/W

23.09

0.025 0.025VAR.

S.S. 22.65

4:1

S.S. 22.43

EO

P

EO

P

WLB

WLB

R/WR/W


00

00

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Road

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6/23/16

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X-8

-L-

2.5 5

B-5603

18+25.00

17+50.00

18+00.00

17+75.00

23.23

0.025 0.0254:1

S.S. 22.51

VAR.

S.S. 22.58

EO

P

EO

P

WLB

WLB

R/WR/W

23.33

0.015 0.0254:1

S.S. 22.56

VAR.

S.S. 22.69

EO

P

EO

P

WLB

R/WR/W

23.42

0.005 0.0354:1

S.S. 22.67

VAR.

S.S. 21.44EOP

EO

P

WLB

R/WR/W

23.49

EO

P

EO

P

WLB

R/W

R/W


END BENT 1

FILL FACE

STA. 13+42.19 -L-

WORK POINT 1

STA. 13+31.32 -L-

APPROACH SLAB

BEGIN

STA. 13+34.89 -L-

FRONT SLOPE

BEGIN

TO SR 1351

STA. 14+46.00 -L-

BRIDGE ID

FILL FACE TO FILL FACE

207’-7" TOTAL LENGTH

SPAN ‘A’

51’-2"

SPAN ‘B’

50’-1"

SPAN ‘C’

50’-1"

SPAN ‘D’

56’-2"

PLANPILES NOT SHOWN FOR CLARITY

CONTROL LINE

BENT 1

CONTROL LINE

BENT 2

CONTROL LINE

BENT 3

STA. 13+93.38 -L-

WORK POINT 2

STA. 14+43.50 -L-

WORK POINT 3

STA. 14+93.63 -L-

WORK POINT 4

END BENT 2

FILL FACE

STA. 15+49.82 -L-

WORK POINT 5

STA. 15+60.69 -L-

APPROACH SLAB

END

S

Documents

This electronic collection of documents is provided for the ... - … 1 Letting new... · 2018. 8. 29. · N A RIGHT OF WAY DATE: LETTING DATE: 2012 STANDARD SPECIFICATIONS Prepared