STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION PAT MCCRORY ANTHONY J. TATA

GOVERNOR   SECRETARY

MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548

TELEPHONE: 919-707-6000 FAX: 919-250-4224

WEBSITE: WWW.NCDOT.GOV/DOH/PRECONSTRUCT/PE/

LOCATION: CENTURY CENTER, BUILDING A

1000 BIRCH RIDGE DRIVE RALEIGH NC 27610

February 7, 2013

Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Mr. Ronnie Smith NCDOT Coordinator Dear Sir: Subject: Application for Section 404 Nationwide Permits 23 &13, and Section 401

Water Quality Certification for the proposed replacement of Bridge No. 31 over Browns Creek on SR 1700 in Bladen County. Federal Aid Project No. BRZ-1700(8), TIP No. B-4436, WBS Element 38363.1.1.

The North Carolina Department of Transportation (NCDOT) proposes to replace the 51-foot, 3-span Bridge No. 31 with a 90-foot, 2-span bridge on the existing alignment. Traffic will follow an offsite detour during construction. Permanent impacts to jurisdictional resources include 229 feet of bank stabilization. Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional Determination Form, permit drawings, stormwater management plan, and design plans for the above referenced project. The Categorical Exclusion (CE) was completed in February 2012. Copies were distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of October 15, 2013 and a review date of August 27, 2013. The project schedule may be advanced if funding becomes available. Regulatory Approvals Section 404 Permit: All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that these activities be authorized by Nationwide Permit 23 and 13. Section 401 Permit: We anticipate 401 General Certification numbers 3891 and 3885 will apply to this project.

4

LENGTH ROADWAY

LENGTH STRUCTURE

TOTAL LENGTH OF

MI.

MI.

MI.

= 0.115

= 0.018

= 0.133

TIP PROJECT B-4436

TIP PROJECT B-4436

TIP PROJECT B-4436

VICINITY MAP DETOUR ROUTE

CAPE

FEAR

ELIZABETHTOWN

Dr. D

yson

St.

Wooland

Dr.

Har

woo

d

St.

Chestnut

Ln.

Walnut St.

1st

Ave.

2nd

Ave.

3rd

Ave.

Rob

bins

Ave.

Johnso

n

Ave.

Clark

Blvd.

Keith

Ave.

Jessup

Ave.

Singletary

Ave.

Ne

wto

n

SwanSt.

Gillespie

St.

Lynn

St.

Marvin

St.

More

head

St.

Robeson

St.

Owen

St.

Slinsby

St.

Craig

St.

Big

gs A

ve.

Pine

St.

King

St.

BullardSt.

St.

Daisy

St.

Fox

St.

Joel

St.

Thompso

nSt.

James

St.

Della

St.

Martin

St.

Kem

p

St.

Gilm

on

St.

WestSt.

BlueSt. Powell

St.

Newkirk

St.

Roland

St.

Ja

mes

St.

McKoy

St.

Gum

St.

Cedar

St.

William

s

St.

Cotton

St.

Lewis

St.

Jones St.

Ash

St.

Ward

St.

Butler

St.

Oak

St.

VineSt.

LucasSt.

Mill

St.

McK

ay

St.

McD

owell

St.

Doctors

Dr.

Pinke

ySt.

Jones

St.

GoodenSt.

McLeo

d

St.

Cypress

St.

Renaldi

St.

Hall

St.

Lover

St.

Queen

St.

Rollins

St.

Swanzy

St.

Edge

St.

RiversideDr.

Willis

Ave.

Allen

St.

Byrd

Ln.

Scout

Ln.

Hill

St.

David

St.

Woo

dhouse

St.

Joyce

St.

Pecan

Dr.

Howard

St.

Pait St.

Smith

Cir.

Dewitt

St.

Waddell

St.

Walker St.

Alexa

nder St.

Rd.

St.

Davis

Swanzy

St.

Eastw

ay

Dr.

Sum

mehouse

St.

Autum

n Cir.

Hickory Nut

St.

Ln.

suckle

Honey-

Melvin

Green

Baptist

St.

McD

owell

St.

ClarkSt.

Court

St.

Nick

St.

Church

St.

Blanks

St.

Dr.

Wright

St.

Washington

St.

Nobie

St.

Tom

St.

QueenSt.

CornerSuttons

MT. OLIVE

PondCross

PondGreenes

Bog

(242

(41

242

(41

53

dL

dR

FieldBrownCurtisPROJECT

%701

Brow

ns

Bra

nch

242(

Poplar

St.

242((53

RIVER

STATE FORESTBLADEN LAKES

(87

(41

87

(87

HammondsCreek

Cree

k

87(BYP

CIT

Y LIM

ITS

Browns

Creek

Broad St.

Ave.

East

way

Mill R

d.

Mercer

Mill R

d.

Mercer

%701

%701

%701

BLADEN COUNTY

38363.1.1 PE

BRZ-1700(8)

B-4436

DHV

D

T

V

=

=

=

=

=

=

10

60

3

40

%

%

MPH

ADT

ADT

* TTST 1% DUAL 2%

% *

FUNC. CLASS. = COLLECTOR

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

LOCATION: BRIDGE NO. 31 OVER BROWNS CREEK ON SR 1700

TYPE OF WORK:

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

0

0

0

PROFILE (HORIZONTAL)

PLANS

PROFILE (VERTICAL)

5’

100’

100’

See Sheet 1-A For Index of Sheets

See Sheet 1-B For Conventional Symbols

MICHAEL W. LITTLE, P.E.

Raleigh, NC 27610

1000 Birch Ridge Dr.

Prepared in the Office of:

DIVISION OF HIGHWAYS

CO

NT

RA

CT:

TIP P

ROJE

CT:

B-4436

SIGNATURE:

SIGNATURE:

P.E.

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ST

A

TE

OF NORTHC

A

RO

LIN

A

P.E.

20’

50’

50’

10’

25’

25’50’

50’

10’

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SUBREGIONAL TIER

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

BEGIN TIP PROJECT B-4436

END TIP PROJECT B-4436-L- POT STA. 17+00.00

BEGIN BRIDGE

END BRIDGE

TO ELIZ

ABETHTO

WN

EAST

WAY A

VE.

MERCER

MIL

L R

OAD SR 1700

MERCER MILL ROAD SR 1700

TO NC 87

CR

EE

K

BR

OW

N’S

-L- PC STA. 10+00.00

-L-

NAD 83/95

REKHA PATEL, P.E.

A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ELIZABETHTOWN.

2013

2033

-L- POC STA. 13+23.77

-L- POC STA. 14+16.23

GRADING, DRAINAGE, PAVING AND STRUCTURE

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

OCTOBER 15, 2013

6,912

4,840

38363.2.1 BRZ-1700(8) R/W & UTIL.

JULY 9, 2012

17071700

1512

1557

1558

1513

1148

1155

179612241212

12001150

17001145

1144

1144

1703

1704

1231

1799

1706

1705

1700

1358

1803

1804

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Baseline Control Point

RIGHT OF WAY:

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

Proposed Control of Access

Proposed Right of Way Line

C

F

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Proposed Permanent Utility Easement

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

U/G Power Cable Hand Hole

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Booth

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

e

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

Recorded U/G Power Line

Recorded U/G Telephone Cable

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

Recorded U/G Telephone Conduit

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

Recorded U/G Fiber Optics Cable

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

Recorded U/G Water Line

4

I

H

a

TV:

TV Satellite Dish

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

Recorded U/G TV Cable

Recorded U/G Fiber Optic Cable

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

r

|

I]

GAS:

Gas Valve

Gas Meter

Recorded U/G Gas Line

n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

Recorded SS Forced Main Line

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

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary Sewer A/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

Utility Unknown U/G Line

?

CONC

CONC WW

v

vDrainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

WW

S

x

Foundation

S

Building

y

y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

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

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

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

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

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

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

*S.U.E. = Subsurface Utility Engineering

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.

Note: Not to ScaleSHEET NO.PROJECT REFERENCE NO.

1-BB-4436

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

04/16/11

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

Proposed Permanent Easement with

Iron Pin and Cap Marker

Proposed Temporary Utility Easement TUE

Iron Pin and Cap Marker

Proposed Right of Way Line with

DUEProposed Permanent Drainage / Utility Easement

AUEProposed Aerial Utility Easement

CRProposed Curb Ramp

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

UST

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

BEGIN PROJECT B-4436-L- PC STA. 10+00.00

END PROJECT B-4436-L- POT STA. 17+00.00

-L-

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

NCDOT FOR MONUMENT "B4436-1"

WITH NAD 83/95 STATE PLANE GRID COORDINATES OF

NORTHING: 314916.9850(ft) EASTING: 2120140.5140(ft)

ELEVATION: 80.67(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.99993498

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

"B4436-1" TO -L- STATION 10+00.00 IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NAVD 88

SHEET NO.PROJECT REFERENCE NO.

6/2/99

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Location and Surveys

NOTE: DRAWING NOT TO SCALE

SURVEY CONTROL SHEET B-44361-CB-4436

3 B4436 - BL-3 314538.1687 2120350.0735 61.92 18+53.62 18.13 RT

2 B4436 - BL-2 314117.3262 2120529.9656 54.91 13+99.21 18.36 RT

1 B4436 - BL-1 313678.9137 2120415.8795 58.55 OUTSIDE PROJECT LIMITS

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

POINT DESC. NORTH EAST ELEVATION L STATION OFFSET

BL

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

RR SPIKE IN 20" BIRCH

L STATION 12+39.00 69 LEFT

N 313966 E 2120440

BM1 ELEVATION = 52.97

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

MERCER

MILL R

OAD SR

1700

TO ELIZ

ABETHTO

WN

TO HWY 87

NA

D 83/95

NC

GRID

S 13° 42’ 11.9" E 1220.1431’

ELEV=58.55E=2120415.8795N=313678.9137LOCALIZED PROJECT COORDINATESNCDOT BASELINE STATION (B4436 BL-1)

ELEV=54.91E=2120529.9656N=314117.3262LOCALIZED PROJECT COORDINATESNCDOT BASELINE STATION (B4436 BL-2)

ELEV=61.92E=2120350.0735N=314538.1687LOCALIZED PROJECT COORDINATESNCDOT BASELINE STATION (B4436 BL-3)

ELEV=80.67E=2120140.5140N=314916.9850LOCALIZED PROJECT COORDINATESNCDOT GPS STATION (B4436-1)

BM#1

ROW Marker Iron Pin and Cap-E

ALIGN STATION OFFSET NORTH EASTL 16+03.48 50.00 314332.3080 2120502.4379

L 16+00.00 -70.00 314278.9033 2120394.9227

L 16+20.00 -30.00 314312.7476 2120423.0774

L 15+00.00 -50.00 314200.8977 2120444.5947

L 13+00.00 50.00 314013.7600 2120564.5342

L 13+00.00 30.00 314014.7647 2120544.5594

L 13+00.00 -50.00 314018.7839 2120464.6604

L 11+50.00 -40.00 313880.2434 2120450.9157

L 11+50.00 -32.80 313878.1827 2120457.8145

L 13+00.00 -40.00 314018.2815 2120474.6478

L

TYPE STATION NORTH EASTPC 10+00.00 313731.5727 2120429.5588

PT 16+57.96 314359.5675 2120432.0005

POT 19+22.38 314588.7047 2120300.0486

> 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.

SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.

NOTES:

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

PROJECT CONTROL DATA AT:

THE FILES TO BE FOUND ARE AS FOLLOWS:

NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION

B4436_LS_CONTROL.TXT

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.ORG/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/

11’

T

6’ 11’ 6’

GRADE TO THIS LINE

T

CL-L-

E1

GRADE

POINT

3:1 MAX

3:1 MAX

9’ W/GR

FDPS

4’

9’ W/GR

FDPS

4’

11’

USE TYPICAL SECTION NO. 1

T

C1

6’ 11’ 6’

GRADE TO THIS LINE

CL-L-

NOTES:

TYPICAL SECTION NO. 1

3:1 MAX

4:1

3:1 MAX

(1) TRANSITION FROM EXISTING TO T.S. NO. 1

(2) TRANSITION FROM T.S. NO. 1 TO EXISTING

9’ W/GR

FDPS

4’

9’ W/GR

FDPS

4’

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

-L- STA. 16+50.00 TO -L- STA. 17+00.00

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

TYPICAL SECTION NO. 2

USE TYPICAL SECTION NO. 2

-L- STA. 10+50.00 TO -L- STA. 12+75.00

-L- STA. 14+75.00 TO -L- STA. 16+50.00E1 W

.04 .04 .04 .02

.08 .04 .02

.04 .04

WEARING SURFACE ON CORED SLAB BRIDGEDETAIL SHOWING ASPHALT

MIN. 3"

WEDGING DETAIL

C3

C1

E2

U

4" MIN.

C2

8�"

8�"

C2

U

8’

8’

4:1

.08 .08

C3

TE1

.08.04.02

C2

8�"

-L- STA. 12+75.00 TO -L- STA. 13+23.77 (BEGIN BRIDGE)

-L- STA. 14+16.23 (END BRIDGE) TO -L- STA. 14+75.00

-L- STA. 13+23.77 TO -L- STA. 14+16.23

CL-L-

GRADE

POINT

VAR 3’

R1

T

3:1 MAX

.02

C2

E1

INSET NO. 1

INSET NO. 1

THIS LINEGRADE TO

LA

NE

TR

AV

EL

ED

GE

OF

Use with Typical Section No. 1

Use with Typical Section No. 2

USE INSET NO. 1 FOR:

USE INSET NO. 1

GRADE

POINT

OR INSET NO. 2

USE INSET NO. 1

OR INSET NO. 2

USE INSET NO. 1

VAR

R1

T

.02

C2

E1THIS LINEGRADE TO

LA

NE

TR

AV

EL

ED

GE

OF

5’-6"

.02

GR

OU

ND

EXIS

T

INSET NO. 2

PILINGSHEETPROP.

2:1

VAR

Use with Typical Section No. 1

Use with Typical Section No. 2

SHEET NO.PROJECT REFERENCE NO.

ROADWAY DESIGNENGINEER ENGINEER

2B-4436

PAVEMENT DESIGN

6/2/99

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INSET NO. 2

USE INSET NO. 2 FOR:

-L- STA. 14+25.00 TO -L- STA. 15+75.00 (LT.)

USE INSET NO. 1 FOR:

USE INSET NO. 2 FOR:

-L- STA. 14+75.00 TO -L- STA. 15+75.00 (LT.)

-L- STA. 15+75.00 TO -L- STA. 15+80.00 (LT.) REVERSE

33’-10"

-L- STA. 13+06 +/- TO -L- STA. 13+12.77 (RT.)

-L- STA. 13+03 +/- TO -L- STA. 13+12.77 (LT.) REVERSE

-L- STA. 14+27.23 TO -L- STA. 14+42.00 (RT.)

11’ 11’VAR,

5’-11"

TO 6’-9"

VAR.

5’-11"

TO 5’-1"

P A V E M E N T S C H E D U L E

EXISTING PAVEMENT

T

U

W

C1

EARTH MATERIAL

VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)

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

BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER

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

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

C2

C3

PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

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

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

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

E1

E2

PLACED IN LAYERS NOT LESS THAN 1�" IN DEPTH OR GREATER THAN

PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

R1 SHOULDER BERM GUTTER

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

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

THAN 5 1/2 " IN DEPTH.

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

2" IN DEPTH.

DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

SHEET NO.PROJECT REFERENCE NO.

2-AB-4436

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EMBANKMENT

STEEL BEAM GUARDRAIL

OR FINISHED GRADE DETAILS

GUTTER, CURB AND GUTTER

SEE ROADWAY TYPICALS FOR

10’ MAXGEOTEXTILE FOR ROCK PLATING

OVERLAP DETAIL

SEE GEOTEXTILE

(TOE OF SLOPE)

CONSTRUCTION LIMIT

SLOPE STAKE POINT AND

BREAK POINT (TOP OF SLOPE)

SHOULDER OR BERM

18" CLASS IV SELECT MATERIAL (ABC)

IF NECESSARY

5’ OVERLAP MIN

GROUND LINE

1’ CLEARANCE MIN

2’

4’-6" MINFACE

GUARDRAIL

CLASS ’2’ RIPRAP

2’ THICK

FILL SLOPE

VAR. 1.25:1 - 1.5:1 (H:V)

ROCK PLATING DETAIL NO. 1

USE ROCK PLATING DETAIL NO. 1

(PLAN VIEW) - N. T. S.

MIN (TYP)

18" OVERLAP

TOP OF SLOPE

TOE OF SLOPE

MIN (TYP)

5’ OVERLAP

ROLL WIDTH

GEOTEXTILE OVERLAP DETAIL

ROCK PLATING (TYP)

GEOTEXTILE FOR

SEE ROCK PLATING SPECIAL DETAIL

FOR ROCK PLATING,

AND LICENSED GEOLOGIST TYLER C. BOTTOMS, LICENSE NO. 2240.

AND SEALED BY PROFESSIONAL ENGINEER, SHIHAI ZHANG, LICENSE NO. 038176,

ENGINEERING UNIT. THE DOCUMENT WAS SUBMITTED TO THE ROADWAY DESIGN UNIT ON JANUARY 24th 2012

ROCK PLATING DETAILS AND LOCATIONS WERE PROVIDED THROUGH A SEALED DOCUMENT FROM THE GEOTECHNICAL

-L- STA 14+30 +/- TO -L- STA 15+00 +/- (RT.)

-L- STA 14+30 +/- TO -L- STA 16+25 +/- (LT.)

Slope

Ditch

Front

Grade

Ditch1.5’

Geotextile

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

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DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

4B-4436

-L- STA. 14+30.00 +/- TO -L- STA. 15+00.00 +/-* (RIGHT)

-L- STA, 14+30.00 +/- TO -L- STA. 16+25.00 +/- (LEFT)

NOTE: USE ROCK PLATING (SEE DETAIL SHEET 2-A)

PI Sta 13+63.16

D

L = 657.96’

T = 363.16’

R = 625.00’

-L- CURVE DATA

-L- PT Sta. 16+57.96

-L- PC Sta. 10+00.00

10+00

15+00

-L- POT Sta. 19+22.38

-L-

SE = SEE PLANS

EXIS

T

EXIS

T

05

04

06070

7

EXIS

T.

8:1

8:1

8:1

R=50’

R=50’

+75

25’

25’

+00

11’

11’

50’ TAPER

+50

+50

50’ T

APER

4’

4’

4’

4’

11’

11’

BEGIN PROJECT B-4436-L- PC STA. 10+00.00

END PROJECT B-4436-L- POT STA. 17+00.00

(3) SEE SHEETS S-1 TO S- FOR STRUCTURE DETAILS

(2) TIE DRIVES TO EXISTING WIDTH

NOTES:(1) SEE SHEET 5 FOR -L- PROFILE

BEGIN BRIDGE

END BRIDGE

SKETCH SHOWING PAVEMENT IN RELATIONSHIP TO BRIDGE

(NOT TO SCALE)

R=30’R

=30’

R=10’ R=10’ R=10’

BEGIN APPROACH SLAB

END APPROACH SLAB

-L- STA. 13+23.77

-L- STA. 14+16.23

R=10’

04

03

02

04

01

-BL- 1

BM#1

-BL- 2

-BL- 3

-L- STA. 13+12.77

-L- STA. 14+27.23

8:1

-L-

11’

11’

GRAU 350 TL

-2

GRA

U 35

0 TL-2

GRA

U 35

0 TL-2

GRAU 350 TL-

2

SHOP CURVETYPE-III

SHOP CURVETYPE-III

SHOP CURVETYPE-III

SHOP CURVETYPE-III

BEGIN OF APPROACH SLAB (LT.)BEGIN OF TYPE-III TOSHOULDER BERM GUTTER

BEGIN OF APPROACH SLAB (RT.)BEGIN OF TYPE-III TOSHOULDER BERM GUTTER

TO -L- STA. 15+80.00END OF APPROACH SLAB (LT.)SHOULDER BERM GUTTER

TO -L- STA. 14+42.00END OF APPROACH SLAB (RT.)SHOULDER BERM GUTTER

4’

4’

4’

+25

+75

PROP. SHEET PILING

33’-

10"

BEGIN BRIDGE END BRIDGE

-L- STA. 13+23.77 -L- STA. 14+16.23

116.8

5’

83.28’

150.63’

48.37’

225.00’

201.80’

219.9

2’

60.0

0’

100.17’

150.0

0’

115.96’

150.7

5’

125.2

4’

404.44

’

48.0

0’

177.50’

126.40

’

151.00’

166.0

0’

190.4

0’

EIP

EIP

EIP

60.0

0’

EXISTING R/W

EXISTING R/W

EIP

EIP

EIP

140.6

8’

60.0

0’

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

150.0

0’

DB 439 PG 563

THE COUNTY OF BLADEN

N 13°59’21" E

141.01’

S 53°2

1’45"

E

127.7

8’

N 26°50’01" E94.33’

S 31°33’18" E

102.8

2’

N 29°12’04" E141.86’

N 56°11’40"

W

111.26’

N 26°01’20" E145.52’ N 22°09’20" E

91.26’

N 49°50’20" E

95.68’

N 87°19

’20" E

96.6

6’

N 16°26’

57" W

401.9

4’

S 89°2

1’06" E

95.0

0’

EC

M

N 62°39’55" E

170.94’

S 30°2

0’0

5" E

236.3

0’

N 62°39’55" E

170.94’

T

TT

T

T

T

T

2" PVC

8" P

VC

8" P

VC

TO HW

Y 87

TO ELIZ

ABETHTO

WN

23’ B

ST

23’ BST

W

24" R

CP

1 SFDDECK

CONCRETE

CARPORT

CONCRETE

SOIL

15" RCP 15" RCP

S

W

23’ S

OIL

15" C

MP

15" C

MP

WIN

G

WALL

8’ W

OO

D

WIN

G

WALL

8’ W

OO

D15" R

CP

11’ SOIL D

R

11’ SOIL D

R

18" C

MP

18" C

MP

BRIC

K

WALK

TA

NK

GAS

WALK

CONCRETE

W

SOIL D

R

24" WOOD RAIL

1 SF

D

11’ SOIL D

R

10’ B

ST

10’ S

OIL

BLK 1 S

S

CONCRETE

1 SFD

SPLIT RAIL

SPLIT R

AIL

SPLIT RAIL

SPLIT RAIL

60’ C

HL

60’ C

HL

DECK

8’ W

OOD

BST

BR

OW

N’S

CR

EE

K

BR

OW

N’S CREE

K

BST CURB

BST CURB

BST CURBB

ST CURB

72" CO

NC

WALK

2.51’

WW7’ W

OOD

WW7’ W

OOD

WW7’ W

OOD

WW7’ W

OOD

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

WIN

G

WALL

8’ W

OO

D

15" R

CP

15" RCP

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

POWELL J CROSS

DB 315 PG 825

POWELL J CROSS

DB 315 PG 825

ARTIS J OWENS JR.&

CALLIE OWENS

DB 229 PG 564

EIP

DB 439 PG 563

THE COUNTY OF BLADEN

WIFE SYLIVA

SPENCER BRADY AND

DB 289 PG 667

ARTIS J OWENS JR.&

CALLIE OWENS

DB 299 PG 338

WIFE SYLIVA

SPENCER BRADY AND

DB 289 PG 667

EARL LEE HARRELSON

DB 296 PG 505

20’ B

ST

EAST

WAY A

VE.

MERCER MILL ROAD SR 1700

MERCER

MIL

L R

OAD SR 1700

30.00’

+06.05

+35.23

31.42’

30.06’+64.93

BST

SOIL

CONCRETE

72" C

ONC

WALK

CONCRETE

1S BK APT

1S BK APT

1 S BLKD PLAYHOUSE

WOOD

PORTCAR

JEAN E GALLANT

DB 589 PG 137

ANTHONY BRIS

SON

DB 652 PG 283

1 SFD

1 SFD

PORT

CAR

B

1 S B

LK

1 S B

LK

36’ OF 15" RCP

REMOVE APPROX

2GIREMOVE

GRADE TO DRAIN

BACKFILL DITCH

GRADE TO DRAIN

0401

0403

0404

0405

04060407

0408

0409

040215" RCP-III

15"

15"

RCP-III

15"

TB2GI

TB2GI

TB2GI

Flatter4:

1 or

D3:1

( Not to Scale)

SPECIAL CUT DITCH

-L- STA. 12+28 TO -L- STA. 13+42 LT.

DETAIL "A"

Min. D= 1.5 Ft.

Ground

Natural

( Not to Scale)

RIP RAP AT EMBANKMENT

-L- STA. 13+45 LT.

DETAIL "B"

3’

6.5 TONS,CL ’I’ Rip-Rap

Type of Liner= Geotextile= 12 sy

3’

SEE DETAIL "B"

EMBANKMENT RIP RAP

SEE DETAIL "A"

SPECIAL CUT DITCH

EST. 2 TONS7 SY GEOTEXTILE

CLASS ’B’ RIP RAP

EST. 2 TONS7 SY GEOTEXTILE

CLASS ’B’ RIP RAP

EST. 2 TONS7 SY GEOTEXTILE

CLASS ’B’ RIP RAPRETAIN

EXTEND 15"COLLAR &

TB2GI

SEE SHEET 2-A

ROCK PLATING

SEE SHEET 2-A

ROCK PLATING

+00

+10

EX. R/W

& 40’

+00

EX. R/W

EX. R/W

+50

+00

40’ & 50’

50’

50’

+59.16

+00

EX. R/W

2

1

3

4

5

+03.48-L-

50’

+00

-L-

-L-

-L-

-L-

-L-

-L-

-L-

-L-

-L-

EX. R/W& 40’

+00

70’

-L-

+00

-L-

40’

& 50’

+00-L-

+00

EX. R/W

-L-

40’

40’ & 50’

+57.96

& 40’

EX. R/W

F F

F

F F

F

F

F

F

C

C

C

CCC

C

C

F

C

C

C

F

F

C

C

CF

C

NAD 83/

95

10 11 12 13

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

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

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

5B-4436

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-L-

SEE SHEET 4

FOR -L- PLAN VIEW

14 15 16 17 18 19

0

10

20

30

40

50

60

70

-L- STA. 12+38.98 (68.85’ LT.)

-BL- STA. 7+84 (48’ LT.)

RR SPIKE IN BASE OF 20" BIRCH

BM #1 EL = 52.97

PI = 11+50.00

VC = 200’

EL = 54.68’

VC = 200’ VC = 200’

PI = 13+50.00

EL = 55.37’

K = 252

PI = 15+50.00

K = 111

EL = 54.47’

0

10

20

30

40

50

60

70

(-)1.5200% (+)0.3450%

(+)0.3450% (-)0.4500%

(-)0.4500% (+)1.3500%

K = 107

1.5:1

(-) 0.3509%

-L-

ST

A. 13

+23.7

7

BE

GIN

BRID

GE

-L-

ST

A. 14+16.2

3

EN

D

BRID

GE

STRUCTURE HYDRAULIC DATA

DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

1900 CFS

100 YRS

+100 YRS

BASE FREQUENCY

OVERTOPPING ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE 4000 CFS

2380 CFS

25 YRS

52.8 FT

53.04 FT

55.3 FT

DESIGN HW ELEVATION

BASE HW ELEVATION

=

=

=

=

=

=

=

=

=

-L-

ST

A. 17+00.0

0

TR

ANSITIO

N

TO

EXIS

TIN

G

-L-

ST

A. 10+00.0

0

TR

ANSITIO

N F

RO

M

EXIS

TIN

G

EXCAVATIONSTRUCTUREUNCLASSIFIED

EXCAVATIONSTRUCTUREUNCLASSIFIED

EL = 56.2

0’

-L-

ST

A. 10+50.0

0

BE

GIN

GR

AD

E

EL = 55.8

2’

-L-

ST

A. 16+50.0

0

EN

D

GR

AD

E

EL = 50.30’-L- STA. 12+28.00BEGIN SPECIAL DITCH GRADE LT.

EL = 49.90’-L- STA. 13+42.00END SPECIAL DITCH GRADE LT.

CLASS ’II’ RIP RAPCLASS ’II’ RIP RAP

1.5:1

GRADE POINT ELEV.=55.2’

SKEW=90

21" CORED SLAB

1 @ 36’-2 1/4"

1 @ 56’-2 1/4"

-L- STA. 13+70.00

00

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55

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50 50

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45 45

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55 55

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X-1B-4436

-L-

2.5 5

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

57.02

3:1EXISTEXIST

BEGIN PROJECT STA. 10+00.00

56.07

3:10.0700.070

DRIVEWAY

55.38

3:10.0700.070

DRIVEWAY

55.01

0.0700.070DRIVEWAY

53.27

6:1VAR.

54.80

3:10.0700.070

00

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X-2B-4436

-L-

2.5 5

54.65

3:13:1

4:1

0.0500.050

50.22

54.47

3:1

3:14:1

0.0400.040

50.04

BEGIN BRIDGE STA. 13+23.77

45.76

0.0400.040

54.20

0.0400.040

END BRIDGE STA. 14+16.23

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30 3014+75.00

X-3B-4436

-L-

2.5 5

54.45

0.0400.040

1.5:1

14+30+/- RT.BEGIN 1.5:1 SLOPE

14+25+/- LT.BEGIN SHEETPILE

2:1

0.0400.040

1.5:1

2:1

00

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X-4B-4436

-L-

2.5 5

54.55

0.0400.0401.5:1

15+00+/- RT.END 1.5:1 SLOPE

2:1

0.0400.040 VAR.

2:1

00

00

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-L-

2.5 5

54.65

0.0400.040 VAR.

15+75 LT.END SHEETPILE

2:1

55.033:1 4:1

0.0300.040

52.31

AVE.EASTWAYTIE TO

4:1

2:1

55.693:1 4:1

0.0100.040

53.06

TIE TO EASTWAY AVE.

RESURFACE AND

56.74

EXISTEXIST

END PROJECT STA. 17+00.00

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X-6B-4436

-L-

2.5 5

58.14