20200393 Ver 2_Permit Drawings from B-4590 Permits Packet_20200304_20230207

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81'wTH BTATH P__ HHPPR_ N0. 11- 10TAL
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N,C, B-4590 �
DIVISION OF HIGHWAYS
P.APHam DHB TIP Ia
38420.1.2 BRNHS-117 5 PE
38420.1.2 BRNHS-117 5 ROW
NEW HANOVER COUNTY
LOCATION: BRIDGE NO. 640029 OVER SMITH CREEK
PROJECT
OCATION
ON SR 2812 (CASTLE HAYNE ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE (BRIDGE)
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WETLAND AND SURFACE WATER IMPACTS PERMIT
0
DETOUR
VICINITY MAP N.T.S.
SITE 1
END BRIDGE
PERMIT DRAWING
BEGIN BRIDGE —L— POT STA.19 + 76.00 SHEET 1 OF 10
—L— POT STA.17 + 13.00 \
BEGIN PROJECT
—L— PDT STA. 14 + 00.00
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END PROJECT
T STA 2 2 + 50.00 PO
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EAD END
_
-L- SR 2812
END CONSTRUCTION
—Y— POT STA.10 + 90.00
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RS&H
V—Y—
BEGIN CONSTRUCTION
POT STA.10 + 14.05
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
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SCALES
DESIGN DATA
PROJECT LENGTH
PreparedGRAPHIC
RSt�'Hrlce of:
HYDRAULICS ENGINEER
50 25 0 50 100
ADT 2015 = 2800
ADT 2035 = 4200
ARCHITECTS -ENGINEERS -PLANNERS, INC.
8521 SIX FORKS ROAD, SUITE 406
RALEIGH, NC 27615
NOR
2018 STANDARD SPECIFICATIONS
K = 9 %
LENGTH ROADWAY = 0.138 MILES
RICHARD BOLLINGER, PE
0
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
D = 6O ��D
T 7 %
—
LENGTH STRUCTURE 0.050 MILES
P.E.
SIGNATURE:
PROJECT ENGINEER
y
^i
V = 40 MPH
=
TOTAL LENGTH 0.188 MILES
DECEMBER 18, 2018
CHARLES YOUNG, PE
ROADWAY DESIGN
ENGINEER
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PROFILE HORIZONTAL
(HORIZONTAL)
PROJECT DESIGN FNGINF,FR
TTST = 1 DUAL = 6
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10 5 0 10 20
FUNC CLASS =
LETTING DATE:
LOCAL
APRIL 21, 2020
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SUBREGIONAL TIER
P.E.
SIGNATURE:
PROFILE (VERTICAL)
NCDOT CONTACT