-L- STA. 13+00.00BEGIN TIP PROJECT B-4433

-L- STA. 19+25.00END TIP PROJECT B-4433

REPLACE BRIDGE NO. 40 ON SR 1932

OVER DURHAM CREEK TRIBUTARY

GRADING, DRAINAGE, PAVING, AND STRUCTURE

V

=

=

=

440

650

60 MPH

ADT

ADT

2019

2039

FUNC CLASS =

SUB-REGIONAL TIER

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

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.

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

B-4433 DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

11/5/2018

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NC

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B-4433

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VICINITY MAP

OFFSITE DETOUR

TGSENGINEERS

PROJECT LENGTH

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PROJECT ENGINEER

RIGHT OF WAY DATE:

LETTING DATE:

DIVISION OF HIGHWAYS1000 Birch Ridge Dr., Raleigh NC, 27610

Prepared For:

By:

RALEIGH, NC 27603

SUITE 200

706 HILLSBOROUGH ST

TGS ENGINEERS

C-0275

CORP. LICENSE NO.:

PH (919) 773-8887

4

THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.

V. MARCUS LOWERY, PE

LENGTH ROADWAY TIP PROJECT B-4433

LENGTH STRUCTURES TIP PROJECT B-4433

TOTAL LENGTH TIP PROJECT B-4433

See Sheet 1C-1 For Survey Control SheetSee Sheet 1B For Conventional Plan Sheet SymbolsSee Sheet 1A For Index of Sheets

0.118 mile

PE

BEAUFORT COUNTY

2018 STANDARD SPECIFICATIONS

SEPTEMBER 25, 2018

AUGUST 20, 2019

NCDOT DIVISION 2 CONTACT

HEATHER C. LANE, P.E.LOCAL RURAL

TTST = 6%

DU

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AM

CR

EE

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TRIB

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{

{

-L- SR 1932 (MARYS CHAPEL CHURCH ROAD)

LOCATIONPROJECT

Edward

33

33

1932

1932

1950

19501949

1932

1936

1942

1947

1003

1936

306

Durha

m Creek

Tributary

Durham Creek

Durha

m Creek

RAILWAY

NORFOLK SOUTHERN

TUTEN RDTO

SR 1950

TO NC 33

-L- STA. 15+76.31BEGIN BRIDGE

-L- STA. 16+63.69END BRIDGE

R/W & UTIL

CONST.

38362.1.FD2 BRZ-1932(5)

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0.017 mile

0.101 mile

RIG

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WA

Y PLA

NS

BRZ-1932(5)

38362.3.FD1 BRZ-1932(5)

IICLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _______.

38362.2.2

PERMIT DRAWINGS

SHEET 1 OF 8PERMIT DRAWING

NA 2011

NAD 83/

b4433_rdy_tsh.dgn 11/5/2018 3:29:30 PM TGS

Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural

Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design

(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) -L- 19+15 to 19+50 LT 1 @ 50', 1@35' CSU Bridge < 0.01

TOTALS*: < 0.01 0 0 0

*Rounded totals are sum of actual impacts

NOTES:

Revised 2016 09 09 SHEET 6 OF 8

WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS

Beaufort CountyB-4433

38362.1.FD2

NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS

12/17/18

Permanent Wetland Impacts = < 0.01 Ac

ROAD CROSSING BRIDGE

PARALLEL IMPACT

ZONE 1 (ft2)

ZONE 2 (ft2)

TOTAL (ft2)

ZONE 1 (ft2)

ZONE 2 (ft2)

TOTAL (ft2)

ZONE 1 (ft2)

ZONE 2 (ft2)

1 @ 50', 1 @ 35' CSU Bridge -L- 15+50 to 16+00 LT X 225.0 140.0 365.0

1 @ 50', 1 @ 35' CSU Bridge -L- 15+50 to 16+00 RT X 160.0 150.0 310.0

1 @ 50', 1 @ 35' CSU Bridge -L- 16+45 to 16+95 LT X 220.0 130.0 350.0

1 @ 50', 1 @ 35' CSU Bridge -L- 16+45 to 16+95 RT X 300.0 170.0 470.0

TOTAL: 905.0 590.0 1495.0 0.0 0.0 0.0 0.0 0.0

NOTES:Total Buffer Impacts = 0.04 Ac

Rev. SEP 2016 SHEET 7 OF 8

PROJECT: 38362.1.FD2B-4433

12/17/2018

N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS

Beaufort County

IMPACT

RIPARIAN BUFFER IMPACTS SUMMARY

TYPE

SITE NO. STRUCTURE SIZE / TYPESTATION

(FROM/TO)

ALLOWABLE MITIGABLEBUFFER

REPLACEMENT

ZONE 1 (ft2)

ZONE 2 (ft2)

0 0

TOTAL: 0 0

Rev. Jan 2009

WETLANDS IN BUFFERS

SITE NO.STATION

(FROM/TO)

WETLANDS IN BUFFER IMPACTS SUMMARY

SHEET 8 OF 8

PROJECT: 38362.1.FD2B-4433

12/17/2018

N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS

Beaufort County

(Version 2.08; Released April 2018)17BP.2.R.93 TIP No.: B-4433 County(ies): Beaufort Page 1 of 1

TIP Number: Date:

Phone: Phone:Email: Email:

County(ies):CAMA County?

Yes

Design/Future: Year: 2016 Existing: Year:

Aquatic T&E Species? No Comments:

Yes NoNo

Wetlands within Project Limits?

Nutrient Sensitive Waters (NSW)Supplemental Classification:

Forest, Cropland, and Rural Residential

Durham Creek Tributary 29-21-(1)

0.3

625.00Project Description

Proposed Project

Tar-PamlicoRiver Basin(s): City/Town:

0.4Typical Cross Section Description:

Surrounding Land Use:

General Project Narrative:(Description of Minimization of Water Quality Impacts)

Yes

gcail@ncdot.gov

Address:

5/31/2018

BeaufortEdward

William (Galen) G. Cail, PE

Raleigh, NC 27699-1590

WBS Element:

Bridge ReplacementWBS Element:TGS Engineers (Ben Henegar, PE)NCDOT Contact:

919-707-6711

Suite 200Raleigh, NC 27603

Contractor / Designer:

919-773-8887 ext. 123

706 Hillsborough Street

North Carolina Department of Transportation

Highway Stormwater Program STORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS

Project Type:

1590 Mail Service Center Address:

General Project InformationSF-06004038362.1.FD2

Impairments:Other Stream Classification:

Primary Classification:

Project Built-Upon Area (ac.)

Replacement of Bridge No. 060040 on SR 1932 (Mary's Chapel Church Rd.) over Durham Creek Tributary in Beaufort County, NC. The proposed 85' long by 30' wide two span bridge would replace the existing 61' long by 26' wide two span bridge. The proposed grade will be about 1' above existing ground within the vicinity of the bridge and roughly matching existing ground outside of the bridge.

Bridge No. 060040 is within the Tar-Pamlico River Drainage Basin and shall adhere to the Tar-Pamlico Buffer Rules. The proposed bridge will have no direct discharge into Durham Creek Tributary. Stormwater runoff from the the proposed bridge is to flow to two traffic bearing grated inlets at the north end of the bridge where it will be diffused with a riprap pad at the proposed pipe outlet. All proposed runoff is discharged as far away from the stream and at the lowest velocities as practicable. The proposed deck runoff will outlet outside of buffers.

Tar-PamlicoBuffer Rules in Effect:N/A

None

300

Two 10' paved travel lanes with 2' paved shoulders (4.83' with guardrails).

Waterbody Information

2016

NCDWR Stream Index No.:

NRTR Stream ID:

Annual Avg Daily Traffic (veh/hr/day):

Existing SiteProject Length (lin. miles or feet):

ac.

Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Body

ac.Two 10' paved travel lanes with 5'-10' grassed shoulders.

300

bhenegar@tgsengineers.com

Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? NoDeck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the

General Project Narrative)(If yes, provide justification in the General Project Narrative)