This electronic collection of documents is provided for ... 12... · 3/13/2018 · replace bridge no. 127 over howards creek on sr 1199 (trinity church road) grading, drainage, paving

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.

4

VICINITY MAP

OFFSITE DETOUR

LINCOLN COUNTY

REPLACE BRIDGE NO. 127 OVER HOWARDS CREEK

ON SR 1199 (TRINITY CHURCH ROAD)

GRADING, DRAINAGE, PAVING AND CULVERT

25 50 10050

25 50 10050

5 10 2010

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FUNC CLASS =

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DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

K

0

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PROFILE (HORIZONTAL)

17BP.12.R.19 PE

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

SIGNATURE:

SIGNATURE:

P.E.

P.E.

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

17BP.12.R.19DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

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BP.12.R.19

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Prepared in the Office of:

NC License No: C-1554

Raleigh, North Carolina 27609

343 E. Six Forks Road, Suite 200

HNTB NORTH CAROLINA, P.C.

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

MONICA J. DUVAL

NCDOT CONTACT

-L- POC STA 10+50.00BEGIN TIP PROJECT 17BP.12.R.19

-L- POT STA 15+00.00END TIP PROJECT 17BP.12.R.19

SR 1199 (TRINITY CHURCH ROAD)

-L-

ROADREEPSVILLETO

TO

HW

Y 10

VALE

SQUARECAT

1113

1199

11231125

1002

1210

1209

1207

1113

1199

LINCO

LN CO

UNTY

CATAW

BA CO

UNTY

STEVE RACKLEY, PE

LIMITSPROJECT

60

HO

WARD

SCREEK

100

%

SU

BMIT

TA

L

17BP.12.R.19 ROW/UTIL

TOTAL LENGTH OF PROJECT 17BP.12.R.19

LENGTH OF STRUCTURE PROJECT 17BP.12.R.19

LENGTH OF ROADWAY PROJECT 17BP.12.R.19

0.085 MILES

0.006 MILES

0.079 MILES

=

=

=

2013

2033

190

360

**

**

10

60

6

* TTST =2% DUAL 4%

JUNE 22, 2017

3. DESIGN EXCEPTION NEEDED FOR HORIZONTAL CURVE (167.15'), HORIZONTAL SSD (200'), VERTICAL SAG (K = 40) AND VERTICAL SSD (305')

2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.

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

NOTES:

DOUGLAS M. WHEATLEY, PE

17BP.12.R.19 CONST.

N

ORTH ROLIN

A

DO

U

GLAS M.WH

EA

TEY

L

AC

P

ESSIONAL

FOR

NEERNGI

E

SEAL36786

EE

R

FES ONAL

NGR

N

N

PO

SI

INE

ORT

H CAROLI

A

SEAL

15764

J A M E S A.

B Y R

D

See Sheet 1B-1 for Symbology SheetSee Sheet 1A-1 For Index of Sheets

DESIGN EXCEPTION APPROVED FOR HORIZONTAL CURVE (167.15'), HORIZONTAL SSD (200'), VERTICAL SAG (K = 40) AND VERTICAL SSD (305')

NOTES:DL00017

0

2018 STANDARD SPECIFICATIONS

MARCH 13, 2018

10.0' S

OIL

HO

WA

RD

S

CR

EE

K

TRIB. 7

LC 2 @ 15'-0" x 6'-6" RCBC

-L- STA 12+79.36

NSRS 2007

NA

D 83/

DocuSign Envelope ID: 0B5E53A8-E872-4E7F-8A32-A341B4E5CDEF

1/8/2018

1/8/2018

INDEX OF SHEETS

SHEET

TITLE SHEET

INDEX OF SHEETS, GENERAL NOTES & LIST OF STANDARDS

SYMBOLOGY SHEET

TYPICAL SECTION SHEET

PLAN & PROFILE SHEET

TRAFFIC CONTROL PLANS

SHEET NUMBER

1

4

EFF. 01-16-2018

2018 ROADWAY ENGLISH STANDARD DRAWINGS

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

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

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

STD.NO. TITLE

DIVISION 2 - EARTHWORK

225.02 Guide for Grading Subgrade - Secondary and Local

225.04 Method of Obtaining Superelevation - Two Lane Pavement

DIVISION 3 - PIPE CULVERTS

DIVISION 5 - SUBGRADE, BASES AND SHOULDERS

560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I

DIVISION 8 - INCIDENTALS

876.02 Guide for Rip Rap at Pipe Outlets

GENERAL NOTES: 2018 SPECIFICATIONS

EFFECTIVE: 01-16-2018

GRADE LINE:

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

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.

CLEARING:

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

SUPERELEVATION:

SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL

SECTIONS.

SHOULDER CONSTRUCTION:

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

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.

GUARDRAIL:

THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING

CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT

WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.

SUBSURFACE PLANS:

UTILITIES:

UTILITY OWNERS ON THIS PROJECT ARE

TMP-1 THRU TMP-2

EROSION CONTROL PLANS

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

876.01 Rip Rap in Channels

2A-1

3B-1



ENGINEER

SHEET NO.PROJECT REFERENCE NO.

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8/17/99

ROADWAY DESIGN



EC-1 THRU EC-6

X-1 THRU X-3

U0-1 THRU UO-2

310.10 Driveway Pipe Construction

CROSS SECTION SHEETS

UTILITIES BY OTHER PLANS

METHOD II.

200.02 Method of Clearing - Method II

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

RIGHT-OF-WAY MARKERS:

STRUCTURE SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT.

17BP.12.R.19

REVISED:

GRADING:

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

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

ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH

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

300.01 Method of Pipe Installation

862.01 Guardrail Placement

862.02 Guardrail Installation

862.03 Structure Anchor Units

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ORTH ROLIN

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CULVERT PLANS

ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.

PHONE - AT&T

WATER - LINCOLN COUNTY

ROW SUMMARY, & DRAINAGE SUMMARY SHEETEARTHWORK, PAVEMENT REMOVAL, GUARDRAIL SUMMARY,

S1-1 THRU S1-8

1A

1B

1A

1C-1 EXISTING CENTERLINE ALIGNMENT

1D-1 PROPOSED ALIGNMENT CONTROL SHEET

1E-1 RIGHT OF WAY CONTROL SHEET

RW-1 RIGHT OF WAY EASEMENTS AND PROPERTY TITLE SHEET

RW-4 RIGHT OF WAY EASEMENTS AND PROPERTY

DocuSign Envelope ID: 8D6A86B6-B8E9-4C82-BF4E-6182C91CA42A

2/9/2018

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

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.


1B17BP.12.R.19

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

TO REEPSVILLE ROAD

TO H

WY 10


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Location and Surveys

W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION

SURVEY CONTROL SHEET 17BP.12.R.19 1C-1

NOTES:

AND SURVEYS UNIT.

FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATION

2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF

1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

NCDOT FOR MONUMENT "54-0127-1"

WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF

NORTHING: 662925.178(ft) EASTING: 1285234.796(ft)

ELEVATION: 940.60(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.999845995

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

"54-0127-1" TO -L- STATION 10+00.00 IS

S 25°08'29.6" E 86.79'

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

VERTICAL DATUM USED IS NAVD 88

POT

PC

PC

C

PC

C

PT

PO

T

45.0

3

326.14 -EL-

SR 1199 TRINITY CHURCH ROAD

TRIB. 7

HO

WA

RD

S C

REEK

54-0127-1

54-0127-2

BL-3

BM#1

3 BL-3 662485.5359 1285889.3367 936.13

2 54-0127-2 662661.3220 1285440.7430 928.72

1 54-0127-1 662925.1780 1285234.7960 940.60

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

POINT DESC. NORTH EAST ELEVATION

BL EL

POINT N E BEARING DIST DELTA D L T RPOT 662846.608 1285271.670

LINE S 17°49'27.7" E 45.03

PC 662803.741 1285285.454

CURVE S 29°02'09.4" E 66.11 22°25'23.5"(LT) 33°42'12.2" 66.53 33.70 170.00

PCC 662745.942 1285317.539

CURVE S 47°28'30.6" E 31.45 14°27'18.9"(LT) 45°50'11.8" 31.54 15.85 125.00

PCC 662724.683 1285340.720

CURVE S 61°13'45.8" E 66.00 13°03'11.5"(LT) 19°44'03.4" 66.14 33.22 290.34

PT 662692.916 1285398.574

LINE S 67°45'21.5" E 326.14

POT 662569.455 1285700.443

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

TREE ON THE EAST BANK OF CREEK

R/R SPIKE SET IN BASE OF 18" BLACKWALNUT

N 662477 E 1285505

BM1 ELEVATION = 928.24

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

NC G

RID

NAD

83/N

SRS

2007

L

TYPE STATION NORTH EASTPOT 10+00.00 662846.6082 1285271.6703

PC 10+45.29 662803.4922 1285285.5336

PT 11+90.96 662699.9461 1285381.3853

POT 15+35.67 662569.4552 1285700.4425

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NOTES:

PROPOSED ALIGNMENT CONTROL SHEET17BP.12.R.19 1D-1

THE LOCATION AND SURVEYS UNIT.

SOURCES. IF FURTHER INFORMATINO REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT

2. THE PROPOSED ALIGNMENT CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS


Permanent Easement Marker Iron Pin & Cap

ALIGN STATION OFFSET NORTH EASTL 11+90.96 29.46 662672.6773 1285370.2327

L 12+35.00 -50.00 662729.5523 1285441.0788

L 12+35.00 -30.00 662711.0407 1285433.5078

L 12+75.00 60.00 662612.5964 1285436.4613

L 12+95.00 -50.00 662706.8391 1285496.6136

L 13+20.00 60.00 662595.5615 1285478.1124

L 13+50.00 30.00 662611.9724 1285517.2364

L 14+00.00 -30.00 662648.5796 1285586.2285

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SURVEYORPROJECT

NOTES:

IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.

1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL


RIGHT OF WAY CONTROL SHEET17BP.12.R.19 1E-1



25 50 10050

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PROJECT LENGTHDESIGN DATAGRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

17BP.12.R.19

0

00

CO

NT

RA

CT:

60 TOTAL LENGTH OF PROJECT 17BP.12.R.19

LENGTH OF STRUCTURE PROJECT 17BP.12.R.19

LENGTH OF ROADWAY PROJECT 17BP.12.R.19

0.085 MILES

0.006 MILES

0.079 MILES

=

=

=

2013

2033

190

360

**

10

60

6

* TTST =2% DUAL 4%

JUNE 22, 2017

4




-L-

ROADREEPSVILLETO

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10.0' S

OIL

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RD

S

CR

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TRIB. 7

DL0017

0

MARCH 13, 2018

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO. NO.TOTALSHEETS

SHEET


SIGNATURE:

DIVISION OF HIGHWAYS

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

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1000 Birch Ridge Dr., Raleigh NC, 27610

TIP P

ROJE

CT:

LINCOLN COUNTY

AND PROPERTY TIESRIGHT OF WAY, EASEMENTS

SURVEYOR

PROFESSIONAL LAND

AR

TM

E

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ON SR 1199 (TRINITY CHURCH ROAD)REPLACE BRIDGE NO. 127 OVER HOWARDS CREEK


17B

P.12.R.19


RW-1N.C.

NSRS 2007

NA

D 83/

NA

D 83/ N

A 2011

-L- POC STA 10+50.00

BEGIN TIP PROJECT 17BP.12.R.19

-L- POT STA 15+00.00

END TIP PROJECT 17BP.12.R.19



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SURVEYORPROJECT

NOTES:

IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.

1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL


17BP.12.R.19 RW-4

-L- POT Sta. 10+

00.00

-L- PC

Sta. 10+

45.29

PI Sta 11+23.11

D

L = 145.67'

T = 77.82'

-L-

-L-

PT

Sta. 11+90.9

6

-L-

PO

T

Sta. 15

+35.6

7

-L-

R = 167.15' (25 MPH)

EXISTING R/W

EXISTING R/W

GENE B SAIN

DB 705 PG 193

CRISMAN LIFE EST

WALTER NELSON

DB 2126 PG 403

CRISMAN LIFE EST

WALTER NELSONGENE B SAIN

DB 705 PG 193DB 2126 PG 403

60.0

0'

N 04°0

0'0

0" W

106.3

3'

N 72°0

0'0

0" E

82.50'

N 89

°10'0

0" E

189.50'

N 22°30'0

0" W

676.50'

S 04°0

0'0

0" E 467.7

8'

40.00' LT

+90.96 -L-

1

1

2

2

40.00'

+00.00 -L-

40.00'

+50.00 -L-

EX. R/W

40.00' LT

+50.00 -L-

71.00' LT

+60.00 -L-

R/W

50.00' LT

+20.00 -L-

NOTES:

PAVEMENT SCHEDULE

E1PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

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

E3PROP. VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B

AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER INCH. DEPTH TO BE PLACED

ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE

T EARTH MATERIAL

IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH.

C1

T

C -L-L

0.08 0.08

GRADE TO THIS LINET

ORIGINAL GROUND

GRADEPOINT

E1

5'-0"

* 6'-0"

2'-0"

5'-0"

8"

C2

C3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YARD PER INCH. DEPTH TO BE PLACEDIN LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.

3:1

2:1

10'-0" 10'-0"

2A-1

6'-0"

2:1

1:1 1:1




HNTB NORTH CAROLINA, P.C.SHEET NO.PROJECT REFERENCE NO.

ROADWAY DESIGNENGINEER

6/2/99

08-J

AN-2018 13:2

8\

Road

way\

Proj\5400127_rdy_typ.d

gn

HN

TB



TYPICAL SECTION NO. 2

USE TYPICAL SECTION NO. 2 FROM:

*6'-0"

2'-0"

MIN.

U

MIN.

Detail Showing Method of Wedging

C SURVEY L

USE TYPICAL SECTION NO. 1 FROM:

T

C -L-L

0.08 0.08

GRADE TO THIS LINE

T

ORIGINAL GROUND

TYPICAL SECTION NO. 1

GRADEPOINT

E2

5'-0"

2'-0"

5'-0"

2'-0"

C1

10'-0" 10'-0"

.02.02

2:1 2:1

EXISTING EXISTING

E2WU

1:1 1:1

3" 3"

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

AT AN AVERAGE RATE OF 168 LBS. PER SQ. YARD IN EACH OF TWO LAYERS.C2

PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,

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

E2

-L- STA 13+50.00 TO STA 15+00.00-L- STA 10+50.00 TO STA 12+00.00

PROP. APPROX. 6" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

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

7.5 "

C3C1 C1E3E3

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

*3'-0" *3'-0"

*6'-0" *6'-0"

*3'-0" *3'-0"

.02 .02

-L- STA 12+00.00 TO STA 13+50.00

* INCREASED PAVED AND GRASS SHOULDERS TO ACCOMMODATE GUARDRAIL PLACEMENT.

17BP.12.R.19

T

C -L-L

0.08

T

ORIGINAL GROUND

GRADEPOINT

W

C2

10'-0" 10'-0"

1:11:1

3'-0" 3'-0"

.005

CULVERT DETAIL

0.08.020

W

U

WEDGING (SEE DETAIL)

EXISTING PAVEMENT

(FINAL)

(USE WITH TYPICAL SECTION NO. 1)

N

ORTH ROLIN

A

DO

U

GLAS M.WH

EA

TEY

L

AC

P

ESSIONAL

FOR

NEERNGI

E

SEAL36786

CENTERLINE CULVERT -L- STA 12+79.36 (SEE CULVERT PLANS)

12" - Foundation conditioning Material (See culvert plans)

DocuSign Envelope ID: F7317B1B-8487-49F4-8BC5-E3C389D6F59C

1/8/2018

GUARDRAIL SUMMARY

"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.

LENGTH

SHOP

CURVED

DOUBLE

FACED

WARRANT POINT

APPROACH

END

TRAILING

END

DIST.

FROM

E.O.L.

TOTAL

SHOUL.

WIDTH

FLARE LENGTH

APPROACH TRAILING APPROACH TRAILING

END END END END

W ANCHORS

REMARKS

"N"

STRAIGHT

SURVEY

LINEBEG. STA. END STA. LOCATION

XIM-350 XIII VI

MODBICCAT-1

12/06/07

AT-1


TYPE 350

ATTENUATOR

IMPACT

GUARDRAIL

FACED

SINGLE

GUARDRAIL

EXISTING

REMOVE

GUARDRAIL

EXISTING

STOCKPILE

AND

REMOVE

EA G NG

G = GATING IMPACT ATTENUATOR TYPE 350

NG = NON-GATING IMPACT ATTENUATOR TYPE 350

COMPUTED BY:

CHECKED BY: DATE:

DATE: SHEET NO.PROJECT REFERENCE NO.

12-

DE

C-2017 07:11

\Road

way\

Proj\5400127_

RD

Y_S

UM.d

gn

HN

TB

STATION

SUMMARY OF EARTHWORK

STATIONEXCAV.UNCL.

+%EMBANK. BORROW WASTE

SAY:

GRAND TOTALS:

PROJECT TOTALS:

SUBTOTALS:

STATIONSTATION

SAY:

LINESURVEY

2

YD

PAVEMENT REMOVAL SUMMARY

LT/ RT/ CLLOCATION

TOTAL:

PERM.

DRAIN.

EASE.

PROPERTY OWNERS NAMES

NO.

PARCEL

ROW AREA DATA SUMMARY

17BP.R.12.19 3B-1

MOD IIITYPE

SUBTOTAL:

ANCHOR DEDUCTIONS:

GRAU 350: 3@50'

TYPE AT-1:[email protected]'

TOTAL:

SAY:

5 ADDITIONAL POST

05/25/17

11/29/17

D.I. STD. 840.14

OR STD. 840.15

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

40.17

OR 840.2

6

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

40.18

OR 840.2

7

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

40.19

OR 840.2

8

J.B. STD. 840.3

1 O

R 840.3

2

G.D.I. FR

AM

E

WIT

H

GR

ATE STD. 840.2

2

G.D.I. FR

AM

E

WIT

H

TW

O

GR

ATES STD. 840.2

2

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

RA

ME

WIT

H

GR

ATE STD. 840.2

4

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

RA

ME

WIT

H

TW

O

GR

ATES STD. 840.2

4

D.I. FR

AM

E

&

GR

ATE STD. 840.16

PIP

E RE

MO

VA

L LIN.F

T.

CO

NC.

CO

LLA

RS C

L. "B" C.Y. STD 840.7

2

CO

NC.

&

BRIC

K PIP

E PLU

G,

C.Y. STD. 840.7

1

SIZE A B

QU

AN

TITIE

S

FO

R

DR

AIN

AG

E

STR

UC

TU

RES

ENDWALLS

STATION

STR

UC

TU

RE

NO.

R.C.P.

C.S.P.

.109

.079

.109

.064

.064

.064

.064

.079

PER E

AC

H (0' TH

RU 5.0')

5.0' TH

RU 10.0'

10.0'

AN

D

AB

OVE

* TO

TA

L L.F. FO

R P

AY

QU

AN

TIT

Y S

HA

LL BE C

OL.

'A' + (1.3

X C

OL.'

B')

FR

OM

TO

TYPE OF GRATE

FE GC.B. STD. 840.0

1

OR STD. 840.0

2

ABBREVIATIONS

LO

CA

TIO

N (L

T,R

T,

OR C

L)

REMARKS

12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48"

STANDARD 840.03

AND HOOD

FRAME, GRATES

18" SID

E

DR

AIN

PIP

E CU. YDS.

15" SID

E

DR

AIN

PIP

E

24" SID

E

DR

AIN

PIP

E

OR GAUGE

THICKNESS

*FT.

LIN.

TO

P ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

INVERT ELE

VA

TIO

N

SLO

PE C

RITIC

AL

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

C.B.

N.D.I.

D.I.

J.B.

M.H.

CATCH BASIN

NARROW DROP INLET

DROP INLET

JUNCTION BOX

MANHOLE

TRAFFIC BEARING DROP INLETT.B.D.I.

T.B.J.B. TRAFFIC BEARING JUNCTION BOX

STD. 838.80

OR

STD. 838.11

STD. 838.01,

OTHERWISE)

NOTED

(UNLESS

G.D.I. GRATED DROP INLET

G.D.I. (N.S.)(NARROW SLOT)GRATED DROP INLET

(UNLESS NOTED OTHERWISE)

BITUMINOUS COATED C.S. PIPE TYPE B

12" 15" 18" 24" 30" 36" 42" 48"

HDPE PIPE, TYPE S OR D

OR

ALUMINIZED C.S. PIPE, TYPE IR

OR

CLASS III R.C. PIPE

TB

GR

ATE

D

D.I., T

YPE 'B' STD. 840.3

5

T.B.D.I. (N.S.) F

RA

ME

AN

D

TW

O

GR

ATES STD. 840.2

9

TOTAL

EASE.

CONST.PERM.

UTILITY EASE.

DRAINAGE

PERM.

EASE.

UTILTIY

CAAP

.064

.079

.109

Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are

based in part on subsurface data provided by the Geotechnical Engineering Unit.

MONICA DUVAL

1

2

GREU

TL-3

-L- STA 10+50.00 214 45 169

-L- STA 15+00.00 238 411

452 456 169

452 456 169

WASTE IN LIEU OF BORROW -169 -169

452 456 4

462

-L- 12+00.00 12+75.87 CL

CL13+00.22 13+50.00

257

270

GENE B. SAIN 3999.88 S.F. 1436.32 S.F.

WALTER NELSON CRISMAN LIFE EST 1325.92 S.F.

-L- STA 11+62.50 STA 13+62.50 RT 200.00' 3' 6' 50' 1' 2

STA 12+29.30 STA 14+15.38 LT 162.50' 37.50' STA 12+88 CULVERT

STA 12+70 CULVERT

3' 6' 50' 1' 1 1

37.50'362.50'

-150'

-6.25'

206.25'

212.50'

37.50'

50'

3 1

3 1

-L- 12+47.48 LT REMOVE 21' OF 18" RCP

-L-

-L-

1363.63 S.F.

TEMPORARY

DRAIN.

EASE.

83.87 S.F.

BEGIN CULVERT-L- STA 12+61.84

END CULVERT-L- STA 12+79.36

21

21

156

101

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

Note: Approximate quantities only. Unclassified Excavation, Borrow, Fine Grading,

173

173

173

0

10

DOUGLAS M. WHEATLEY, PE

40

40

REMOVE

SEE DETAIL 2

SPECIAL LAT. 'V' DITCH

SEE DETAIL 4

CULVERT CHANNEL IMPROVEMENTS

SEE DETAIL 5

CULVERT CHANNEL IMPROVEMENTS

EST. 9 TONS

EST. 11 SYGF

SEE DETAIL 3

RIP RAP AT EMBANKMENT

SEE DETAIL 2


EST. 8 TONS

EST. 9 SYGF

SEE DETAIL 3


RETAIN

RETAIN

EST. 11 TONS

EST. 13 SYGF

SEE DETAIL 3


EST. 5 TONS

EST. 6 SYGF

SEE DETAIL 3


SEE DETAIL 1


SEE DETAIL 1


Slope

FillSlope

Fill

SEE DETAIL 2

DITCH

SPECIAL LAT. 'V'

18"

Grade

Ditch?

GEOTEXTILE

RE

VISIO

NS



8/17/99

12-

DE

C-2017 07:15

\Road

way\

Proj\5400127_rdy_psh4.d

gn

HN

TB

910

920

930

940

10+00 11+00 12+00 13+00 14+00 15+00

910

920

930

940

17BP.12.R.19 4





NA

D 83/ N

A 2011

ELEV. = 928.24RR SPIKE IN BASE OF 18" BLACK WALNUT TREEBM #1

-L-

-L- POC STA 10+50.00


-L- POT STA 15+00.00


**

**

DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY

OVERTOPPING ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE CFS

CFS

YRS

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION

CULVERT HYDRAULIC DATA

= 1300

= 25

= 928.6

= 2265

= 100

= 929.2

= 900

=

TRAFFIC CONTROL DESIGN ENGINEERJ. A. PHILLIPS

R. B. EARLY, PE TRAFFIC CONTROL PROJECT ENGINEER

SEAL

NO

RTH CAROL

INA

RH

ON

DA B. EA

R

LY

PR

OFE

SSION

AL

ENGINEE

R

023521



343 E. Six Forks Road, Ste 200


STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1

SHEET NO.

HN

TB

...\

TC

P\

BR12

7_tc_t

mp_01_title.d

gn

1/5/2018

TIP P

ROJE

CT:

INDEX OF SHEETS

SHEET NO. TITLE

TRANSPORTATION MANAGEMENT PLAN

APPROVED:

DATE:

SEAL

17B

P.12.R.19

LOCATION:

ROADWAY STANDARD DRAWINGS

TITLE

PART OF THESE PLANS:

TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A

TRANSPORTATION - RALEIGH, N.C. DATED JAN 2018 ARE APPLICABLE

STANDARD DRAWINGS" PROJECT SERVICES UNIT - N.C. DEPARTMENT OF

THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY

1101.03 TEMPORARY ROAD CLOSURES

1101.11 TRAFFIC CONTROL DESIGN TABLES

1110.01 STATIONARY WORK ZONE SIGNS

1145.01 BARRICADES

1205.01 PAVEMENT MARKINGS - LINE TYPES & OFFSETS

1205.02 PAVEMENT MARKINGS - 2 LANE & MULTILANE ROADWAYS

STD. NO.



1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING

1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY

LINCOLN COUNTY



DE

PA

RT

ME

NT

OF TRANSP

O

RT

ATIO

N

ST

A

TE

OFNORTH

CA

RO

LIN

A

NCDOT CONTACTS:

Jimmy Hamrick, PE

Byron Engle, PE DIVISION 12 - DIVISION TRAFFIC ENGINEER

DIVISION 12 - REGIONAL TRAFFIC ENGINEER

GENERAL NOTES, PHASING AND DETOUR SIGNINGTMP-2

DRAWINGS

AND LIST OF APPLICABLE ROADWAY STANDARD

TITLE SHEET, VICINITY, INDEX OF SHEETSTMP-1

VICINITY MAP

OFFSITE DETOUR

TIP P

ROJE

CT:17

BP.12.R.19

VALE

SQUARECAT

1113

1199

11231125

1002

1210

1209

1207

1113

1199

LINCO

LN CO

UNTY

CATAW

BA CO

UNTY

LIMITSPROJECT

HO

WARD

SCREEK

100

%

SU

BMIT

TA

L

3. DESIGN EXCEPTION NEEDED FOR HORIZONTAL CURVE (167.15'), HORIZONTAL SSD (200'), VERTICAL SAG (K = 40) AND VERTICAL SSD (305')


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

NOTES:


DocuSign Envelope ID: 63AE28C3-BC05-486A-BF7A-7059A7E2B3ED

1/5/2018

PAVEMENT MARKING

SEE INSET FOR

INSET

OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER.

THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN

THE FOLLOWING GENERAL NOTES APPLY AT ALL THE TIMES FOR

DIRECTED BY THE ENGINEER.

SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS

OF DEVICES. MODIFICATIONS MAY INCLUDE: MOVING,

OR RESULT IN THE DUPLICATE OR UNDESIRED OVERLAPPING

DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS

THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY

CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN

GENERAL NOTES PHASING

BY THE ENGINEER.

WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED

IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR

A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK

LANE AND SHOULDER CLOSURE REQUIREMENTS

PRIOR TO ANY TRAFFIC PATTERN ALTERATION.

B) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS

TRAFFIC PATTERN ALTERATIONS

ROADWAY.

R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE

F) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN

TRAFFIC CONTROL DEVICES

ROAD

CLOSED

R11-2

48'' x 30''

TYPE III BARRICADE

DETOUR

END

24'' X 18''

M4-8 A

M6-1

21'' X 15''21'' X 15''

M6-1 L

M4-8

24'' X 12''

DETOUR M4-824'' X 12''

DETOUR

AB

C

1 2

3

M4-10R

R11-4

60'' x 30''

DETOUR 48" x 18"

ROAD CLOSED

THRU TRAFFIC

TO

TYPE III BARRICADE

TMP-2

M4-10L

R11-4

60'' x 30''

DETOUR 48" x 18"

ROAD CLOSED

TO

THRU TRAFFIC

TYPE III BARRICADE

ALTERING ANY TRAFFIC PATTERN.

E) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO

DETOUR WHEN THE DETOUR IS NOT IN OPERATION.

COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE

THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.

D) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE

AS SHOWN ON THIS SHEET.

PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE

CONTROL PLANS.

ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC

C) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD

SIGNING

1

1

2

2

3

3

B

C

A

AND DETOUR SIGNING

PHASING

GENERAL NOTES,

APPROVED BY THE ENGINEER.

J) PASSING ZONE WILL BE DETERMINED IN THE FIELD AND MUST BE

I) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS.

MARKING LINES.

H) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT

SR 1199 (TRINITY CHURCH RD) PAINT SNOWPLOWABLE

ROAD NAME MARKING MARKERS

G) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS:

PAVEMENT MARKING AND MARKERS

THE ROAD FOR DETOUR INSTALLATION.

CONTACT PHIL EAKER AT 980-552-4122 TWO WEEKS PRIOR TO CLOSING

WILL INSTALL MARKINGS AND MARKERS ON THE FINISHED PROJECT.

AND TYPE III BARRICADES AT THE PROJECT LIMITS. STATE FORCES

K) STATE FORCES WILL INSTALL AND MAINTAIN THE PROJECT DETOUR

TRINITY CHURCH RD) TO TRAFFIC.

REMOVE BARRICADES AND DETOUR SIGNS AND OPEN -L- (SR 1199 /

RSD 1205.01, 1205.02, 1205.12, 1250.01 AND 1251.01.

PAVEMENT MARKINGS AND MARKERS IN ACCORDANCE WITH

UPON COMPLETION OF CULVERT AND ROADWAY, PLACE FINAL

PHASE III

THE PROJECT LIMITS.

OF SURFACE COURSE. MAINTAIN ACCESS TO DRIVEWAYS WITHIN

CULVERT AND ROADWAY UP TO AND INCLUDING THE FINAL LAYER

(SR 1199 /TRINITY CHURCH RD) TO TRAFFIC AND CONSTRUCT

USING OFF-SITE DETOUR, UNCOVER DETOUR SIGNS, CLOSE -L-

PHASE II

RSD 1101.03 (SHEET 1 OF 9).

OFF-SITE DETOUR SIGNS AS SHOWN AND IN ACCORDANCE WITH

PRIOR TO ANY CONSTRUCTION OPERATIONS, PLACE AND COVER

PHASE I

LINCO

LN CO

UNTY

CATAW

BA CO

UNTY

-L- STA 10+50+/-

-L- STA 15+00+/-

D

R11-4

60'' x 30''

ROAD CLOSED

TO

THRU TRAFFIC

TYPE III BARRICADE

D

A

A

17BP.12.R.19

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

48'' X 48''MEDIUM TEXT LARGE TEXTSMALL TEXT

CONDITIONS. (SEE TSD-2)

MOTORIST TO NEW INTERSECTION

DEVICES AND MARKINGS TO ALERT

USE ADDITIONAL TRAFFIC MANAGEMENT

SE

E

SH

EE

T

TM

P-

XX

-L-

ST

A

XX

+00

+/-

MA

TC

HLI

NE

SURRETT DR

SEAL

NO

RTH CAROL

INA

RH

ON

DA B. EA

R

LY

PR

OFE

SSION

AL

ENGINEE

R

023521

NOTE: ALL LANE WIDTHS ARE 11' UNLESS OTHERWISE SHOWN.

REMOVE CONFLICTING PAVEMENT MARKING.

REFER TO SHEETS TMP-XX & TMP-XX FOR CUT SECTION(S).

MEDIUM TEXT

LARGE TEXT

HN

TB

...\

TC

P\

BR12

7_tc_t

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ur.d

gn

1/5/2018

SHEET NO.PROJ. REFERENCE NO.

APPROVED:

DATE:

SEAL



MANAGEMENT PLAN

TRANSPORTATION





DE

PA

RT

ME

NT

OF TRANSP

O

RT

ATIO

N

ST

A

TE

OFNORTH

CA

RO

LIN

A

VICINITY MAP

OFFSITE DETOUR

TIP P

ROJE

CT:17

BP.12.R.19

100

%

SU

BMIT

TA

L


(TRINITY CHURCH RD)

SR 1199

(REE

PSVI

LLE

RD)

SR 1

113

(S

AI

N

MI

LLI

NG

RD)

SR 1209

(HOUSER RD)

SR 1125

(Z

UR LE

ON

AR

D

RD)

SR 1123

(CAT SQUARE RD)

SR 1002

(TRINITY CHURCH RD)

SR 1199

CENTERLINE

4" DOUBLE YELLOW

EDGELINE

4" WHITE

(L

EA

TH

ER

MA

N

RD)

SR 1207

(PLATEAU RD)

SR 1210

(GILBERT SAIN

RD)SR 1210

PHASE II

DocuSign Envelope ID: 63AE28C3-BC05-486A-BF7A-7059A7E2B3ED

1/5/2018

4

VICINITY MAP

OFFSITE DETOUR

LINCOLN COUNTY




25 50 10050

25 50 10050

5 10 2010

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION



0

0

0


STATE STATE PROJECT REFERENCE NO.

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

NO.TOTALSHEETS

N.C.SHEET

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

LOCATION:

TYPE OF WORK:

09/08/99

17BP.12.R.19DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

11/30/2017

...\

540012

7_hy

d_

EC_tsh.d

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TB CO

NT

RA

CT:

TIP P

ROJE

CT:17

BP.12.R.19









-L-

ROADREEPSVILLETO

TO

HW

Y 10

VALE

SQUARECAT

1113

1199

11231125

1002

1210

1209

1207

1113

1199

LINCO

LN CO

UNTY

CATAW

BA CO

UNTY

LIMITSPROJECT

**3. DESIGN EXCEPTION NEEDED FOR HORIZONTAL CURVE (167.15') AND VERTICAL SAG (K = 40)


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

NOTES:

HO

WARD

SCREEK

CERTIFICATION #3633

LEVEL III

EROSION CONTROL

ALLEN HODGES, E.I.

DIVISION OF HIGHWAYS

STATE OF NORTH CAROLINA

ROADSIDE ENVIRONMENTAL UNIT

WATER QUALITY.DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OFPERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTIONTHESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE

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.

1634.01

1634.02

1635.01

1605.01

1630.01

1606.01

1622.01

1635.02

1604.01

1607.01

Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest

1630.05

1630.04

1630.03

1630.02

1630.06

1631.01

1632.02

1632.01

1632.03

1633.01

1633.02

1640.01

1645.01

Railroad Erosion Control Detail

Temporary Silt Fence

Special Sediment Control Fence

Gravel Construction Entrance

Temporary Berms and Slope Drains

Riser Basin

Silt Basin Type B

Temporary Silt Ditch

Stilling Basin

Temporary Diversion

Special Stilling Basin

Matting Installation

Rock Inlet Sediment Trap Type A

Rock Inlet Sediment Trap Type B

Rock Inlet Sediment Trap Type C

Temporary Rock Silt Check Type A

Temporary Rock Silt Check Type B

Temporary Rock Sediment Dam Type A

Temporary Rock Sediment Dam Type BRock Pipe Inlet Sediment Trap Type A

Rock Pipe Inlet Sediment Trap Type B

Coir Fiber Baffle

Temporary Stream Crossing

EROSION AND SEDIMENT CONTROL MEASURESTemporary Silt Ditch


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)

EC-1

HIGHWAY EROSION CONTROLPLAN FOR PROPOSED


10.0' S

OIL

15" RCP

15" RCP

HO

WA

RD

S

CR

EE

K

TRIB. 7

LC 2 @ 15'-0" x 6'-6" RCBC

-L- STA 12+79.36

NSRS 2007

NA

D 83/

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.


ISOMETRIC VIEW

A

A

MATERIAL

FILL

OF FILL

TOE

FILL SLOPE

A

A

FENCE

SILT

GRADE

ROAD

WATTLE

SILT FENCE

2 FT.

SILT FENCE POSTPOST

SILT FENCE

STAKE

2' WOODEN

2"

10"-11"

SIDE VIEW

STAPLE

9 FT.

VIEW FROM SLOPE

DOWNSLOPE STAKE

UPSLOPE STAKE

SEE INSET A

12" WATTLE

12" WATTLE

1"-2" TRENCH

INSET A

SILT FENCE COIR FIBER WATTLE BREAK DETAIL

STANDARD SPECIFICATIONS.

INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE

WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.

WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF

U SHAPE NOT LESS THAN 12" IN LENGTH.

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A

ANGLE TO WEDGE WATTLE TO GROUND.

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN

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

DO NOT PLACE WATTLE ON TOE OF SLOPE.

EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.

LENGTH OF 10 FT.

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

NOTES:

1'

4 FT.

17BP.12.R.19 EC-2

FLOW

A A

WIDTH

PLAN

SECTION A-ASECTION B-B

B

B

2/3 CHANNEL

STRUCTURAL STONE

SEDIMENT CONTROL STONE

12"

MATTING

EXCELSIOR

MATTING

EXCELSIOR

CLASS B STONE

PAM

INSET A

See Inset A

USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR

MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.

TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL

EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.

MATTING

EXCELSIORCLASS B STONE


ENGINEER ENGINEER

R/W SHEET NO.



ENGINEER ENGINEER

R/W SHEET NO.


NOT TO SCALE

EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)

TEMPORARY ROCK SILT CHECK TYPE 'A' WITH

TO BE APPLIED TO EACH ROCK SILT CHECK.

MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT

A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE

PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN

INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)

(4 OZ.)

H = 2' MIN

1' MIN

1' MIN

ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.

INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN

NOTES:

EC-2A17BP.12.R.19


ENGINEER ENGINEER

R/W SHEET NO.


17BP12.R.19 EC-2B

ELEVATION VIEW

NATURAL GROUND

NATURAL GROUND

FLOW

1' MIN.

1' MIN.

CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

12" MIN.

SILT BASINOPTIONAL TYPE "B" 4'-6"

EDGE OF PAVEMENT

ISOMETRIC VIEW

PAVE

MENT

SHLD.

DITCH CHECKTEMP. STONE

SLOPEBACK

SLOPE

DITCH

TRAPSEDIMENT12"

STRUCTURAL STONE

BASE OF DITCH

TEMPORARY ROCK SILT CHECK TYPE 'B' DETAIL

GRADE LESS THAN 3%.

ONE (1) ACRE DRAINAGE AREA AND A DITCH

CLASS "A" STONE FOR SITES HAVING LESS THAN

THE ENGINEER MAY DIRECT THE OPTION OF

STRUCTURAL STONE.

USE CLASS 'B' EROSION CONTROL STONE FOR

NOTES:


ENGINEER ENGINEER

R/W SHEET NO.


17BP.12.R.19 EC-2C

NATURAL GROUND

NATURAL GROUND

FLOW

2'(MAX.)

CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

EDGE OF PAVEMENT

ISOMETRIC VIEW

PAVE

MENT

SHLD.

SLOPEBACK

SLOPE

DITCH

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

TOP VIEW

6'(MIN.)

12"(MIN.)

STAKEUPSLOPE

STAKEDOWNSLOPE

MATTING

MATTING

See Inset C

INSET C

See Inset B

INSET B

STAPLES

VAR.

2'(MIN.)

2 IN.

See Inset A

INSET A

STAKES

PAM

PAM(1 OZ.)

(1 OZ.)

POLYACRYLAMIDE (PAM) DETAILCOIR FIBER WATTLE WITH

PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.

WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY

INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE

TO BE APPLIED TO EACH WATTLE.

LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT

PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT

INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.

AND AT EACH END TO SECURE IT TO THE SOIL.

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE

U SHAPE NOT LESS THAN 12" IN LENGTH.

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A

TO WEDGE WATTLE TO BOTTOM OF DITCH.

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE

WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.

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

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

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

NOTES:

COIR FIBER WATTLE

FLOW

PAM(2 OZ.)

PAM(1 OZ.)

PAM(1 OZ.)


ENGINEER ENGINEER

R/W SHEET NO.


EC-2D

NATURAL GROUND

NATURAL GROUND

FLOW

2'(MAX.)

CROSS SECTION

CROSS SECTION

TRAPEZOIDAL DITCH

VEE DITCH

EDGE OF PAVEMENT

ISOMETRIC VIEW

PAVE

MENT

SHLD.

SLOPEBACK

SLOPE

DITCH

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

STAKE2' UPSLOPE

MATTING

STAKE2' DOWNSLOPE

TOP VIEW

6'(MIN.)

12"(MIN.)

STAKEUPSLOPE

STAKEDOWNSLOPE

MATTING

MATTING

See Inset B

INSET B

STAPLES

VAR.

2'(MIN.)

2 IN.

See Inset A

INSET A

STAKES

17BP.12.R.19

COIR FIBER WATTLE DETAIL

STANDARD SPECIFICATIONS.

INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE

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

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON

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

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE

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

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE

WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.

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

CROSS SECTION.

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

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

NOTES:

COIR FIBER WATTLE


ENGINEER ENGINEER

R/W SHEET NO.


ISOMETRIC VIEW

17BP.12.R.19

A MATERIAL

FILL

OF FILL

TOE

A

GRADE

ROAD

WATTLE

2 FT.

UPSLOPE STAKE

FRONT VIEW

STAKE

2' WOODEN

2"

15"-16"

TOP VIEW

EC-2E

DOWNSLOPE STAKE

TOE OF FILL

18" WATTLE

18" WATTLESEE INSET A

2"-3" TRENCH

INSET A

FILL SLOPE

COIR FIBER WATTLE BARRIER DETAIL

FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT.

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

INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON

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

PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE

STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.

INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE

CROSS SECTION.

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

DO NOT PLACE WATTLES ON TOE OF SLOPE.

EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.

WATTLE AND LENGTH OF 10 FT.

USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT)

NOTES:

1'

4 FT.


EC-3


SOIL STABILIZATION SUMMARY SHEET

4

MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER

TOTAL

SAY

SIDESTATION

TO

STATION

FROM LINE

SHEET NO.

CONSTESTIMATE (SY) STATION

TOSIDESTATION

FROM LINE

SHEET NO.

CONSTESTIMATE (SY)

MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT

11+50 12+85 RT 85

1560

1800

1800

17BP.12.R.19

4 15+00 RT

-L-

-L- 155

240

12+80

SUBTOTAL



17BP.12.R.19

SITE DESCRIPTION

SOIL STABILIZATION TIMEFRAMES

STABILIZATION TIME

7 DAYS

TIMEFRAME EXCEPTIONS

PERIMETER DIKES, SWALES, DITCHES AND SLOPES

HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE

SLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

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

NONE

SLOPES 3:1 OR FLATTER 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.

EC-3A

920

920

920

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

935

935

935

935

935

935

935

935

935

935

935

935

935

935

935

935

935

940

940

940

940

940

940

940

940

940

940

940

940

940

940

940

940

945

945

945

945

945

945

945

945

945

945

945

945

945

945

950

950

950

950

950

950

950

950

950

950

950

950

955

955955

955

955

955

955

955

955

955

960

960

960

965

965

TRINITY CHURCH ROAD (SR 1199)

TO REEPSVILLE ROAD

TO H

WY 10

18" RCP

INV=9

29.66'

INV=9

29.05'

INV=925.49'

INV=925.80' SEAT=927.12'

SEAT=927.29'

SEAT=926.80'

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

927.07'

SEAT=

19.0' BST

10.0' S

OIL

15" RCP

BM #1

EXISTING R/W

EXISTING R/W

60.0

0'

GENE B SAIN

DB 705 PG 193

CRISMAN LIFE EST

WALTER NELSON

DB 2126 PG 403

CRISMAN LIFE EST


DB 705 PG 193DB 2126 PG 403

15" RCP

TO

B

TO

B

TO

B

TO

B

CERTIFICATION #3633

LEVEL III

EROSION CONTROL

ALLEN HODGES, E.I.

17BP.12.R.19

NOTES: 1. THE CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTORL FENCE OR

WATTLES IN LOW AREAS OF SILT FENCE AND UNDER THE BRIDGE,

AS NEEDED OR DIRECTED BY THE ENGINEER.

2. THE OUTSIDE BUFFER, WETLAND OR WATER BOUNDARY SHALL BE CLEARLY

MARKED BY HIGHLY VISIBLE FENCING (ORANGE SAFETY FENCE).

CONSTRUCTION SHEET 4

EROSION CONTROL FOR

CLEARING AND GRUBBING

EC-4/CONST.4

RE

VISIO

NS



8/17/99

11/30/2017

...\

5400127_hyd_

EC_psh4.d

gn

HN

TB

910

920

930

940

10+00 11+00 12+00 13+00 14+00 15+00

910

920

930

940





NA

D 83/ N

A 2011


-L-

-L- POC STA 10+50.00


-L- POT STA 15+00.00


DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY




CFS

YRS

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION


= 1300

= 25

= 928.6

= 2265

= 100

= 929.2

= 900

=

919

919

920

920

920

920

921

921

921

921

921

921

921

921

922

922

922

922

922

922

922

922

922

922

922

922

922

923

923

923

923

923

923

923

923

923923

923

923

923

923

923

923

923

923

923

923

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926926

926

926

926

926

926

926

926

926

926

926

926

926

927

927

927

927

927

927

927

927 927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

928

928

928

928

928

9289

28

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

929

929

929

929

929

929

929

929

929

929

929

929

929

929

929

929

929 92

9

929

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

93093

0

931

931

931

931

931

931

931

932

932

932

932

932

932

932

933

933

933

933

933

933

933

934

934

934

934

934

934

935

935

935

935

935

935

935

935

935

935

936

936

936

936

936

936

937

937

937

937

937

938

938

938

938

938

939

939

939

939

940

940

940

940

940

940

940

940

941

941

941

941

942

942

942

942

943

943

943

943

943

944

944

944

945

945

945

945

945

946

946

947

947

948

948

949

950

950

951

952

953

954

955

955

956

957

958

960

961

962

966

919

919

920

920

920

920

921

921

921

921

921

921

921

921

922

922

922

922

922

922

922

922

922

922

922

922

922

922

923

923

923

923

923

923

923

923

923923

923

923

923

923

923

923

923

923

923

923

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

924

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

925

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926

926926

926

926

926

926

926

926

926

926

926

926

926

926

927

927

927

927

927

927

927

927 927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

927

928

928

928

928

928

9289

28

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

928

929

929

929

929

929

929

929

929

929

929

929

929

929

929

929

929

929 92

9

929

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

930

93093

0

931

931

931

931

931

931

931

932

932

932

932

932

932

932

933

933

933

933

933

933

933

934

934

934

934

934

934

935

935

935

935

935

935

935

935

935

935

936

936

936

936

936

936

937

937

937

937

937

938

938

938

938

938

939

939

939

939

940

940

940

940

940

940

940

940

941

941

941

941

942

942

942

942

943

943

943

943

943

944

944

944

945

945

945

945

945

946

946

947

947

948

948

949

950

950

951

952

953

954

955

955

956

957

958

960

961

962

966

18" RCP

15" RCP

EXISTING R/W

EXISTING R/W

15" RCP

HO

WA

RD

S

CR

EE

K

TRIB. 7

18" RCP

15" RCP

EXISTING R/W

EXISTING R/W

15" RCP

HO

WA

RD

S

CR

EE

K

TRIB. 7

NA

D 83/ N

A 2011

NA

D 83/ N

A 2011

TOB

TOB

TOB

TOB

TOB

TOB

TOB

TOB

DIKE A

IMPERVIOUS

DIKE A

IMPERVIOUS

DIKE B

IMPERVIOUS

DIKE B

IMPERVIOUS

3. CONSTRUCT PORTION OF UPSTREAM AND DOWNSTREAM CHANNEL IMPROVEMENTS FOR THE WESTERN BARREL.

1. INSTALL IMPERVIOUS DIKE A AND DEWATER CONSTRUCTION AREA INTO SPECIAL STILLING BASIN(S) AS NEEDED.

2. CONSTRUCT WESTERN BARREL OF THE PROPOSED CULVERT.2. CONSTRUCT THE EASTERN BARREL OF THE PROPOSED CULVERT.

3. CONSTRUCT THE REMAINDER OF THE UPSTREAM AND DOWNSTREAM CHANNEL IMPROVEMENTS.

1. REMOVE IMPERVIOUS DIKE A AND INSTALL IMPERVIOUS DIKE B. DIVERT FLOW TO NEWLY

CONSTRUCTED WESTERN BARREL.

4. REMOVE IMPERVIOUS DIKE B AND ALLOW FLOW THROUGH CULVERT.


ENGINEER ENGINEER

R/W SHEET NO.


PHASE I PHASE II

CULVERT CONSTRUCTION SEQUENCE STA. 12+79.36 -L-

17BP.12.R.19 EC-5/CONST.4


TO REEPSVILLE ROAD

TO H

WY 10

18" RCP

INV=9

29.66'

INV=9

29.05'

INV=925.49'

INV=925.80' SEAT=927.12'

SEAT=927.29'

SEAT=926.80'

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

927.07'

SEAT=

19.0' BST

10.0' S

OIL

15" RCP

BM #1

EXISTING R/W

EXISTING R/W

60.0

0'

GENE B SAIN

DB 705 PG 193

CRISMAN LIFE EST

WALTER NELSON

DB 2126 PG 403

CRISMAN LIFE EST


DB 705 PG 193DB 2126 PG 403

15" RCP

TO

B

TO

B

TO

B

TO

B

CERTIFICATION #3633

LEVEL III

EROSION CONTROL

ALLEN HODGES, E.I.

17BP.12.R.19

NOTES: 1. THE CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTORL FENCE OR

WATTLES IN LOW AREAS OF SILT FENCE AND UNDER THE BRIDGE,

AS NEEDED OR DIRECTED BY THE ENGINEER.

2. THE OUTSIDE BUFFER, WETLAND OR WATER BOUNDARY SHALL BE CLEARLY

MARKED BY HIGHLY VISIBLE FENCING (ORANGE SAFETY FENCE).

EC-6/CONST.4

RE

VISIO

NS



8/17/99

11/30/2017

...\

5400127_hyd_

EC_psh4.d

gn

HN

TB

910

920

930

940

10+00 11+00 12+00 13+00 14+00 15+00

910

920

930

940





NA

D 83/ N

A 2011


-L-

-L- POC STA 10+50.00


-L- POT STA 15+00.00


DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY




CFS

YRS

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION


= 1300

= 25

= 928.6

= 2265

= 100

= 929.2

= 900

=

HO

WA

RD

S

CR

EE

K

10.0’ S

OIL

VICINITY MAP

OFFSITE DETOUR




-L-

ROADREEPSVILLETO

TO

HW

Y 10

VALE

SQUARECAT

1113

1199

11231125

1002

1210

1209

1207

1113

1199

LINCO

LN CO

UNTY

CATAW

BA CO

UNTY

NSRS 2007

NA

D 83/

LIMITSPROJECT

HO

WARD

SCREEK

09/08/99

12/12/2017

P:\

JO

BS\0696\025\10

800_

Lin

coln

BR-12

7\

Road

way\

UB

O\540012

7_uo

_tsh.d

gn

7:5

2:2

4

AM

INDEX OF SHEETS

SHEET NO.

17BP.12.R.19 UO-1STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

T.I.P. NO.

CREEK ON SR 1199 (TRINITY CHURCH ROAD)

LOCATION: REPLACE BRIDGE NO. 127 OVER HOWARDS

TYPE OF WORK: UTILITY RELOCATION

LINCOLN COUNTY

UTILITIES BY OTHERS PLANS

0

0

0


GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

0

00

50 50

50 50

2010510

25 100

25 100

XXDE

PA

RT

M

ENT OF TRAN

SPO

RT

ATI

ON

ST

ATE

OF

NORTH CAR

OLI

NA

STEVE RACKLEY, P.E.

WEBB WHITE

WARREN ANDERSON

UTILITY OWNERS WITH CONFLICTSDIVISION OF HIGHWAYS

PREPARED IN THE OFFICE OF:

(A) FIBER OPTIC - AT&T

UBO PLAN SHEET

TITLE SHEET

DESCRIPTION:

UO-2

UO-1

SHEET NO.:

UTILITY PROJECT MANAGER

PROJECT UTILITY COORDINATOR

SHOWN ON THIS SHEET.

THE CONTRACTOR FOR UTILITY WORK

NO PAYMENT WILL BE MADE TO

SHEET IS DONE BY OTHERS.

ALL UTILITY WORK SHOWN ON THIS

NOTE:

TIP P

ROJE

CT: 17

BP.12.R.19

DIVISION 12

SHELBY NC 28151-00471710 E. MARION STPO BOX 47DIV ADDRESS

BRIDGE MANAGERDIVISION 12

UO-2

LC 2 @ 15’-0" x 6’-6" RCBC

-L- STA 12+79.36

HO

WA

RD

S

CR

EE

K


TO REEPSVILLE ROAD

TO H

WY 10

18" RCP

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

19.0’ BST

10.0’ S

OIL

15" RCP

EXISTING R/W

EXISTING R/W

60.0

0’

GENE B SAIN

DB 705 PG 193CRISMAN LIFE EST

WALTER NELSON

DB 2126 PG 403

CRISMAN LIFE EST


DB 705 PG 193 DB 2126 PG 403

15" RCP

9/15/2017

P:\

JO

BS\0696\025\10800_

Lincoln

BR-127\

Road

way\

UB

O\5400127_uo_psh2.d

gn

9:2

6:1

5

AM

8/17/99 SHEET NO.PROJECT REFERENCE NO.

UTILITIES BY OTHERS

SHEET.

FOR PROPOSED UTILITY WORK SHOWN ON THIS

PAYMENT WILL BE MADE TO THE CONTRACTOR

SHEET WILL BE DONE BY OTHERS. NO

ALL PROPOSED UTILITY WORK SHOWN ON THIS

NOTE:

704.617.6525

STEVE MODE

AT&T TO PERFORM HDD ACROSS HOWARDS CREEK

17BP.12.R.19 UO-2

10

15

-L- POT Sta. 10+

00.00

-L- PC

Sta. 10+

45.29

PI Sta 11+23.11

D

L = 145.67’

T = 77.82’

-L-

-L-

PT

Sta. 11+90.9

6

-L-

PO

T

Sta. 15

+35.6

7

-L-

R = 167.15’ (25 MPH)

F

F

C

F

C

F

C

C

C

C

C

F

CF

C

F

1

12

2

ABANDON

ABANDON

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

15015012-

DE

C-2017 08:3

1\

Road

way\

Corridor

Modeling\5400127_rdy_xpl_l.d

gn

HN

TB

PROJ. REFERENCE NO. SHEET NO.0

6/23/16

940 940

950 950

930 93010+00.00

930 930

940 940

950 950

920 920

10+50.00

930 930

940 940

920 92011+00.00

930 930

940 940

920 92011+50.00

X-117BP.12.R.19

-L-

5 10

-L- STA 10+50.00BEGIN GRADE

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

Note: Approximate quantities only. Unclassified Excavation, Fine Grading, Clearing and

935.50

932.99

3:10.0700.070

EXIS

T.

R/W

EXIS

T.

R/W

3:1

930.79

2:1

3:1

3:1

0.0700.070

927.26

EXIS

T.

R/W

EXIS

T.

R/W

929.38

2:1

3:1

3:1

0.0700.070

925.80EXIS

T.

R/W

EXIS

T.

R/W

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

15015012-

DE

C-2017 08:3

1\

Road

way\

Corridor


gn

HN

TB


6/23/16

930 930

940 940

920 92012+00.00

930 930

940 940

920 92012+50.00

920 920

930 930

940 940

910 910

12+79.36

920 920

930 930

940 940

910 910

13+00.00

X-217BP.12.R.19

-L-

5 10

-L- STA 12+61.84BEGIN CULVERT

-L- STA 12+96.88END CULVERT

928.68

2:1 2:13:1

3:1

0.0410.041

926.38925.30E

XIS

T.

R/W

EXIS

T.

R/W

928.732:1 2

:13:1

0.0120.020

925.38924.86

EXIS

T.

R/W

EXIS

T.

R/W

VAR.

921.88

0.016 0.009

925.98

2:12:1

0.0170.020

EXIS

T.

R/W

EXIS

T.

R/W

VAR.

924.13

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

15015012-

DE

C-2017 08:3

2\

Road

way\

Corridor


gn

HN

TB


6/23/16

930 930

940 940

920 92013+50.00

930 930

940 940

920 92014+00.00

930 930

940 940

920 92014+50.00

930 930

940 940

920 92015+00.00

930 930

940 940

920 92015+25.00

X-317BP.12.R.19

-L-

5 10

-L- STA 15+00.00END GRADE

928.13

2:1 2:13:1

0.0200.020

926.28

EXIS

T.

R/W

EXIS

T.

R/W

924.63

VAR.

927.39

2:13:13:1

0.0200.020

925.13EXIS

T.

R/W

EXIS

T.

R/W

927.68

2:13:13:1

0.0200.020

925.63

EXIS

T.

R/W

EXIS

T.

R/W

928.47

VAR.

0.0200.010

EXIS

T.

R/W

EXIS

T.

R/W

928.95

EXIS

T.

R/W

EXIS

T.

R/W

SHEET NO.

DWG. NO. CHECKED BY DATE

DRAWN BY DATE

DATEBYNO.

REVISIONS

3

42

1

NO. BY DATE

SHEETS

TOTAL

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATIONRALEIGH

STATION:

COUNTY

PROJECT NO.

343 E. Six Forks Rd., Suite 200, Raleigh, N.C. 27609

HNTB NORTH CAROLINA, P.C.NC License No. C-1554

SIGNATURES COMPLETED

FINAL UNLESS ALL

DOCUMENT NOT CONSIDERED

LINCOLN

12+79.36 -L-

17BP.12.R.19

2"

6" 6"

6" 6"

2"

2"

15'-0" 15'-0"

RIGHT ANGLE SECTION OF BARREL

CL.

3"

CL.

(B.B.) @ 4'-0" CTS.

2" CL.

2" CL.

CL.

CL.

2" CL.

2" CL.4" TYP.

2" HIGH BEAM BOLSTERS

* ALL CONTINUOUS

HIGH CHAIR UPPER

( C.H.C.U. ) @ 3'-0"

CTS.

CONST. JT.

PERMITTED

3" ~ WEEP HOLES

4"

32'-3"

6'-

6"

9" 9" 9"

1'-

7"

1'-

3"

9'-

4"

* 13•" HIGH C.H.C.U.

* 8‚" HIGH C.H.C.U.

@ 5•" CTS.

#5 A1 BARS

@ 11" CTS.

#5 B1 BARS

@ 5•" CTS.

#5 B2 BARS

@ 5•" CTS.

#5 "A" BARS

@ 5•" CTS.

#5 "A" BARS

@ 5•" CTS.

#5 "A" BARS

@ 5•" CTS.

#6 "A" BARS

2"

1'-0"

WA

LL)

(TY

P.

EA.

CO

NS

T. J

T.

@ 5•" CTS.

#5 A2 BARS

MIN. SPLICE

#5 "A" BAR

3'-0"

MIN. SPLICE

#6 "A" BAR

2'-9"

JT.

CONST.

STAGE II

14'-9"

STAGE I

17'-6"

"9

"9 9"

@ 11" CTS.

#4 B3 BARS

(EA

CH F

AC

E)

1'-

0"

CT

S.

= 5'-

0"

6-#4

C1 B

AR

S

@

9"

4"

TY

P.

15-#4 C1 BARS @ 1'-0" CTS. = 14'-0" (TOP & BOT.)

15-#4 C1 BARS @ 1'-0" CTS. = 14'-0" (TOP & BOT.)

-

EA

CH

EX

TE

RI

OR

WA

LL)

CT

S.

= 5'-

0" (E

AC

H F

AC

E

6-#4

C1 B

AR

S

@

1'-

0"

(LOOKING DOWNSTREAM)THERE ARE 174 ``C'' BARS IN SECTION OF BARREL.

LOCATION SKETCH NOTES

M. WRIGHT1

11/17

43'-0

"

21'-6

"

21'-6

"

ROADWAY SLOPES 2:1 (MAX.)

BED ELEVATION @ STA. 12+79.36 = 919.38

GRADE POINT ELEV. @ STA. 12+79.36 = 928.20

EPLACES BRIDGE NO. 127R

PROFILE ALONG { CULVERT

HOWARDS CREEK TRIB. 7

SR 1199 OVER

CONCRETE BOX CULVERT

15'-0" FT. x 6'-6" FT.

SECT. FOR DOUBLE

LOCATION SKETCH/BARREL

11/17P. BARBER 8

C-1

ARE AS-BUILT PLANS

I HEREBY CERTIFY THESE PLANS

R

O

AN

AU

J.L

BA

O OEF O

P

N

12916

GEN EEIN

R

SEAL

R

P

R

CT

H AR

SSI

E

B

N

R

A

L

IL

SPECIAL PROVISIONS.

SEE UTILITY PLANS AND

FOR UTILITY INFORMATION,

2 CELLS @ 15'-0"X6'-6"

CONCRETE BOX CULVERT

PROPOSED REINFORCED

POT STA. 12+79.36 -L-

S 67°-45'-

22"

E

-L-

67°-00'-00"

(ZU

R

LE

ON

AR

D

RD)

TO

SR 1123

(TRI

NI

TY

CH

UR

CH

RD)

SR 1199

{ CU

LVER

T

ELEV. 928.24 NAVD 88

N=662477.25, E=1285505.37

OFFSET 159.19' RT -L- STA. 13+90.01,

BM1: R/R SPIKE IN BASE OF 18' BLACK WALNUT TREE,

HOWARDS

CREE

Documents

This electronic collection of documents is provided for ... 12... · 3/13/2018 · replace bridge no. 127 over howards creek on sr 1199 (trinity church road) grading, drainage, paving