20051608 Ver 2_Permit Drawings_20060210

HYDRAULICS DESIGN/PERMIT DRAWINGS REVIEW
Hydraulics Conference Room
NCDOT Century Complex
February 22, 2006
1:00 Nottingham
Team Members:
Craven County, Division 2
Permit Drawings Review
(Hydraulic Design Review meeting was held on 8/17/05)
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B-2532, Bridge 60 over the Trent River on US 70B wgTF~e~~c~
William Wescott-USAGE
Gary Jordan- USFWS
Travis Wilson- NCWRC
Nikki Thomson-NCDWQ
Bill Arrington- NCDCM
Chris Militscher- EPA
Kathy Matthews- EPA
Clarence Coleman-FHWA
David Harris- REU
Steve Sollod-NCDCM
Sarah M~Bride- SHPO
Ron Sechler- NMFS
Greg Brew- Roadway
Doug Taylor- Roadway
Chris Underwood- NEU
Lonnie Brooks- Structure
Vince Rhea- PDEA
Ed Eatmon- Division 2
2:00 Clawson X-000X, NC 24 Ext. (Fayetteville Outer Loop) from
1.3 Miles East of NC 87/210 to West of US 401
Cumberland County, Division 6,
Hydraulic Design Review
Team Members: Richard Spence- USAGE
Gary Jordan- USFWS
Travis Wilson- NCWRC
Brian Wrenn- NCDWQ
Chris Militscher- EPA
Kathy Matthews- EPA
Rob Ayers- FHWA
David Harris- REU
Davidian Byrd- Roadway
Betsy Cox- Structure
Elizabeth Lusk- NEU
Michael Penny- PDEA
Tracy Pittman- Division 6
3:30 Adjourn

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SHEET OF 02 ~ 08 ~' 06~
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DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT: 32649.1.1 (B-2532)
BRIDGE N0.60 OVER
TRENT RIVER ON US 70 BUS.

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DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT:326~19.1.1 (B-2532)
BRIDGE N0.60 OVER
TRENT RIVER ON US 70 BUS.
SHEET OF 02®08®06

NCDOT Project 32649.1.1 (B-2532) Date: Feb 8, 2006
Craven County
Bridge No. 60 on US 70 Bus. over the Trent River
Hydraulics Project Manager: Andrew Nottingham, PE
STORMWATER MANAGEMENT PLAN
PROJECT DESCRIPTION
The NC Department of Transportation proposes to replace bridge no. 60 with a bridge.
US 70 Business in the vicinity of the project is an urban local route that connects historic
New Bern at the northern terminus of the project to James City at the southern terminus
of the project. The existing roadway cross section varies from two lanes with an overall
width of 36' across the bridge to 72' at the southern terminus where it intersects with US
70 Bypass. The existing structure consists of multiple 35' approach spans north and
south of a 220' main swing span. The overall bridge length is 1760'. The proposed
structure will have multiple spans north and south of a 166' bascule span. The overall
length will be 1762'. Bridge deck drainage is accomplished with deck drains on both the
existing bridge and the proposed bridge. The existing bridge has two 3' sidewalks on
either side of the bridge. The new bridge will have just one 5'6" sidewalk on the eastern
side of the bridge to allow for safer pedestrian movement along the bridge. In addition to
the bridge replacement and roadway tie-in, a 570' sidewalk with curb and gutter will be
added along the southwest portion of the project from the end of the bride a drive at
the southern project terminus. Because the sidewalk will be on just theside of the
roadway, 300' of existing sidewalk will be removed at the northeast end of the bridge.
The difference in the sidewalk improvements will add approximately 1350 square feet
(0.031acre) of impervious area within the project limits. Traffic will be detoured off-site
during the bridge construction.
ENVIRONMENTAL DESCRIPTION
The surrounding land use consists of residential, commercial, and industrial uses. The
project area is located in the Neuse River Basin at the confluence of the Trent River with
the Neuse River. The surrounding terrain is generally flat to very flat. The natural
ground elevation at the site is approximately 4' NGVD. The water depth at the site is
approximately 14' in the channel. The best usage classification is NSW, SB, Sw. No
watershed critical areas, HQW, or ORW waters are located within one mile of the project
site.
BEST MANAGEMENT PRACTICES
• The bridge replacement will be accomplished with a road closure that will minimize
construction time and on-site impacts.
• The roadway typical section is a fill section with slopes no steeper than 3:1.
• The added curb and sidewalk section will use a level spreader device for additional
treatment.

NCDOT Project 32649.1.1 (B-2532) Date: Feb 8, 2006
Craven County
Bridge No. 60 on US 70 Bus. over the Trent River
Hydraulics Project Manager: Andrew Nottingham, PE
Best Management Practices cont.
• Approximately 300' of deck drains will be eliminated at either end of the bridge over
the most shallow water.
• A temporary work bridge will be used to construct portions of the bridge in shallow
water.

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