Plans2

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WBS Element 42331 1 2 TIP No.: B-5156 Coun ies : Pander Page 1 of 1
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WBS Element:
42331.1.2
TIP Number:f
B-5156
Project Type: Bridge Replacement Date: 6/14/2022
NCDOT Contact:
Mason Herndon
Contractor / Desi ner:
Kimle -Hom
Address:
Highway Division 3
Address:
421 Fayetteville Street
5501 Barbados Blvd.
Suite #600
Castle He ne, NC, 28429
Raleigh, NC, 27601
Phone:
910 341-2036
Phone:
919 653-6623
Email:
tmherndon ncdot. ov
Email:
vance.blanton kimie -hom.com
City/Town:
Lon Creek
Coun ies :
Fender - -
River Basins :
Cape Fear
1CAMA County?
Yes
Wetlands within Project Limits?
Yes
Project De`scri 'flow
Project Length (lin. miles or feet):
0.392 miles
Surrounding Land Use: Rural/Coastal
Pro osed•Prd'ect
Existln `Site
Project Built -Upon Area ac.
1.6 ac.
1.4 ac.
Typical Cross Section Description:
2 @ 12' wide lanes w/ 8' paved shoulders and 2:1 side slopes
Number of Spans: 4
Number of Spans: 4
Span Arrangement: 42'-8", 42'-5", 42'-9",41'-9" ;
Span Arrangement: 2@45'-0", 1 @65'-0", 1 @50'-0"
Concrete Girder Deck w/ Vertical Abutment
24" Cored Slab on SR 1120, 45" Girder deck w/ 4'-0" caps and spill though abutments,
Bridge Length: 170 FT
90 sew; Brid a Len the 205 FT
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 3600 Year: 2040
1 Existing: 3000 Year: 2020
General Project Narrative:
The bridge replacement on NC 210 conveys Long Creek from North to South and ultimately drains into the Northeast Cape Fear River.
(Description of Minimization of Water
The existing bridge, overall length DAL = 170' and width 32' will be replaced with a bridge having an DAL = 205' and width = 32'. The new bridge is longer than the existing
Quality Impacts)
bridge to accommodate the spatial difference between the previous bridge location to the new Iocation.The proposed bridge and roadway improvements minimized the existing
overtopping condition and maintain a minimal transition between existing and new roadway.
The runoff from the bridge is caught by the low side of the bridgse in the shoulder berm gutter and traffic bearing 2GI's on all four sides of the bridge. The 15" pipe systems with
elbows are designed to outfall (with rip rap outlet protection) either outside of the existing wetlands or where mechanized clearing has occurred.
Long Creek is a FEMA stream that is shown on Flood Insurance Rate Map (FIRM) panel 370344-2295-J, dated 02/16/2007. A hydraulic analysis on Long Creek was performed
to assess the potential flood level increases associated with this project. Based on this analysis, the proposed bridge replacement project was not shown to cause an increase, _
but instead cause a maximum decrease in base flood elevation of O.T. This project qualifies for an MCA Type 2a.
Additionally, rock platting has been used on slopes of 2:1 to prevent increased impacts to the existing wetlands.
S_
Surface Water Body (1):
Long Creek
NCDWR Stream Index No.:
18-74-55 '
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swam Waters S
Other Stream Classification:
Anadromous Fish
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? JNo Dissipator Pads Provided in Buffer?
N/A
Deck Drains Discharge Over Water Body?
No
(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)

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STATE OF NORTH C11' O I.A
,?�j3fflbpF HIGHWAYS
Submitte
FENDER COUNTY
LOCATION: BRIDGE 28 OVER LONG CREEK ON NC 210
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES
WETLAND AND SURFACE WATER
IMPACTS PERMIT
FEBRUARY 28, 2022
B-5156
I
-L- Sta. 23+93.00
BEGIN BRIDGE _L
-L- Sta. 21+88.00 NC 210
6�
BRIDGE y
NO.28
O
O
2
1
THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY
�• •
I\ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
50 25 o so too
AADT 200 = 3,00
AADT 2040 = 3,600
K = 10°k
LENGTH ROADWAY TIP PROJECT B-5156 = 0.353 MILES
PLANS
D 55%
LENGTH STRUCTURES TIP PROJECT B-5156 = 0.039 MILES
50 25 0 50 100
—
T 60 MPH V
= 60
LENGTH ROADWAY TIP PROJECT B-5156 = 0.392 MILES
OFUNCTIONAL
" (1TST 4% + DUAL 8%)
RURAL MAJOR
PROFILE (HORIZONTAL)
70 5 0 70 20
CLASSIFICATION: COLLECTOR
REGIONAL TIER
Pa(1FIIF I DTIrAl1
SITE I
PLANS PREPARED FOR
Kimley»)Horn
777E NCDOT BY:
mow,
M18 sTAADARD 9PEwlP uom
JEFFREY W. MOORS. P.H.
RIGHT OF WAY DATE
PROD T ENaY1WER
AUGUST 28, 2019
_
SETH DENNEY, RE
PAa T Maw BNGA'8NR
LETTING DATE:
SEPTEMBER 21,2021
DAVID STUTTS,P.E.
SmUCrt1R65 M.9NAG8M1f8NT UMT
PRPJBCT
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N.C.1
B-5156.�
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42331.1.2
P.E.
42331.2.1
RIGHT OF WAY
42331.2.1
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND79P=- SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
13+59.39 to 24+51.61
205' BRIDGE / Temp Work Bridge
0.692
0.038
0.198
0.246
0.007
31
TOTALS*:
0.692
0.038
0.198
0.246
0.007
0
31
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
02/28/2022
Pender County
B-5156
42331.1.2
ET 8 OF 8

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THIS PROJECT IS NOT WITH
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III
STATE OF NORTH CAROLINA
Submitted 2/20/2023 DIVISION OF HIGHWAYS
T.I.P. NO. I
SHEET No:
B-5156 I UE-1
UTILITIES ENVIRONMENTAL PERMIT PLANS
PENDER COUNTY
LOCATION: BRIDGE 28 OVER LONG CREEK ON NC 210 Utility permit Drawing
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES Sheet—l-�Of---L-,_
UTILITIES: RELOCATION OF AT&T FIBER. ALL OTHER UTILITIES TO REMAIN.
GRAPHIC SCALES
PLANS
50 25 0 50 1 0
�rfrr�
PROFILE (HORIZONTAL)
to }`5. 0 10 20
tl—o�[ [ROFIL -LCA o P
INDEX OF SHEETS
UTILITY
PREPARED IN ME OFFICE OF
SHEET NO.: DESCRIPTION.
OWNERS ON PROJECT
Kimley »Horn
UE-I TITLE SHEET
UE-2 /1JE-3 UTILITY ENVIRONMENTAL
(A) WATER/SANITARY SEWER: PENDER COUNTY
PLANSIIEETS
(B) ELECTRIC: DUKE ENERGY
UE-4 PROFILE SHEETS
(C) FIBER: AT&T
(D) TELEPHONE -AT&T
IEFPRRY W.MOORE, P.E. PRQHXT DESIGN ENGINEER
(E) CABLE: CHARTER
SETN DFNNEY P.S. STRUCTURES ExcmmER
VANCE BLANIDN. P.E. RYDRAULFC ENGINEER
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LI MINARY PLANS
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'UNTIL ALL SIGNATURES ARE COMPLETED
SEAL
DIVISION OF HIGRWAYS
UTILITIES UNIT
0 0
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RALRIGH NG 1169 59
PHONE (51v) T6)i690
AAX OICJ 350-II51
NARD. DAMDAN URLITTES REGIONAL ENGINEER
LARRY LAMES JR t=rzES ENGINEER
TANGA SAMPSON UTEUTM AREA COORDINATOR
LARRY JAMES pT SENIOR URLOTES COORDINATOR

BEGIN APPROACH SLAB END BRIDGE
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END APPROACH SLAB
D = 2'/1'30.66'
-L- Sio.2/+88A0
-
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L = 473.80'
T = 2376I'
R = 250000'
Z
SE = OD35
RO = 105'
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PROJECT REFERENCE NO.
SHEET NO.
9-5/56
UE-4
DESIGNED BY:
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4RI fAYkT1FYILlF ETRFFi, EIIRE 600
DRAW BY:
Submitted 2/20/2023 '.
RALEIGH NC R>601
- CHECKED BY:
�
,,,, APPROVED BY:
REVISED:
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,.. - -j - !
NORTH CAROLINA
- DEPARTMENT OF
- TRANSPORTATION
I I
� Draw , ;-,-
Utility. ' 'ty Per�nd ng
UTILITIES ENGINEERING EEC.
PHONEa9191i0T-6690
FAX:
(9191250-4151
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UTILITY POLE, TYPI
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FHARTER COM- (EXIST) ��
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WETLAND LIMITS
AT&T -COM. (PROP.)
21.2
NORMAL! WATER SURFACE
10
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LONG
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CREEK
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Utility Permit Drawing
Sheet off _
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATERIMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
15+69 to 15+85 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
17+01 to 17+16 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
17+87 to 23+03 (RT)
Proposed U/G Telephone and FO
Cables
0.090
23+71 to 23+97 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
24+38 to 25+59 (RT)
Proposed U/G Telephone and FO
Cables
< 0.01
TOTALS*:
1
0.098
*Rounded totals are sum of actual impacts
NOTES: