20240642 Ver 1_Clay County - B79 - Permit Plans (FINAL)_20240503

See Sheet 1A For Index of Sheets (Not Included)
See Sheet 1 B For Symbology Sheet
1198
1170
I 1169
1169 1170
EgcCREEK RK EgCREEK RK
PROJECT Q
LOCATION 1171
1172
VICINITY MAP
0e DETOUR ROUTE
STATE OF NORTH CAROLINA BTATH BTATH PROIeCT RePeReNCe N¢
210079 N.C. BP14.R010
DIVISION OF HIGHWAYS HTATH PH°l.NQ P.APROl.NU
17BP.14.R.168 WA
CLAY COUNTY
LOCATION. REPLACE EXISTING BRIDGE NO.210079
OVER EAGLE FORK CREEK ON SR 1171 (DICK JONES RD)
TYPE OF WORK. GRADING, DRAINAGE, WIDENING, STRUCTURES
BRIDGE AND PAVEMENT MARKINGS
WETLAND AND SURFACE WATER IMPACTS PERMIT 07-07-2023 cR�o
BEGIN PROJECT BP14.R010
-L- STA. 10+00.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
END CONSTRUCTION
-DR1- STA. 12+03.27
BEGIN BRIDGE
-L- STA. 12+33+/-
i
o
END PROJECT BP14.R010
d�
-L- STA. 16+05.00
f�
DIC
RONE� Fq
171 CIF
END BRIDGE
LSTA1288/
X
PERMIT DRAWING
SHEET 1 OF 4
INCOMPLETE PLANS
RO NOT USE MR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11
Prep-d to the °race m
HYDRAULICS ENGINEER
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
ti bA; I Iso r��,lr�tl
ADT 2024 = 30
50 25 0 50 100
ADT 2045 = 45 °
K = W/Q A
D = WA °/Q
LENGTH ROADWAY TIP PROJECT 17BP.14.R.168 = 0.105 MI
LENGTH STRUCTURE TIP PROJECT 17BP.14.R.168 = 0.010 MI
"�"""'°.4J1165
FOR THE .NORTH CAROLINA DEPART.4IENT OF TRANSPORTATION
RQer
4� F (�
y� �®
s
2018 STANDARD SPECIFICATIONS
PLANS
T = WA %
P.E.
srcnnTURE:
50 25 0 50 100
V = 25 MPH*
FUNC CLASS = LOCAL
SUBREGIONAL
TOTAL LENGTH TIP PROJECT 17BP.14.R.168 = 0.115 MI
RIGHT OF WAY DATE:
February 13 2023
HOLLY CHRISTENBURY, PE
s
a'
®F TR LMae®
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
LETTING DATE:
ERIC MISAK
10 5 0 10 20
*BRIDGE DESIGN SPEED
INVESTIGATION
2001 AASHTO GEOMETRIC
DESIGN OF LOW VOLUME
Februa 13, 2024
PE
PROJECT DESIGN ENGINEER
NCDOT CONTACT. ZACHARY SHULER, PE
ASSISTANT BRIDGE PROGRAM naANACER
PROFILE (VERTICAL)
SIGNATURE:

!FA�i' M-171zil--,iam-

min

WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS 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)
S1
-L- STA. 11+81 TO 13+06
Bank Stabilization
0.02
138
S2
-L- STA. 12+43 TO 13+25
Bank Stabilization
0.02
135
S3
-L- STA. 11+81 TO 13+06
Dewatering
0.02
148
S4
-L- STA. 12+74 TO 12+93
Dewatering
0.02
145
S5
-L- STA. 14+08 TO 14+33
Riprap at Embankment
< 0.01
10
S6
-L- STA. 14+08 TO 14+33
Dewatering
< 0.01
10
TOTALS*:
0.03
0.03
283
303
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb