20190331 Ver 1_R.76_Permit_Plans_2019-03-01_20190311

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THIS AROJECT IS NOT WITHIN ANY MUIVICIPAL BOUNDARIES.
CLEARING O1Y THIS AROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD 77.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2000 = 150
ADT 2025 = 223
DHV = N /A
D = N /A
T = 7%
V = 35 MPH
FUNC. CLASSIFICATION:
LOCAL
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RO WA1� CO U1�TY
LOCATI011t: BRIDGE #81 OVER DEALS CREEK
0111 SR 1926 (HAIVNAH FERRY ROAD)
TYPE OF WORK GRADI11tG, PAVI11lG, DRAI11lAGE, £� STRUCTURE
STREAM � WETLA11lD IMPACTS
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8 0' 0' 8 0'
Permit Drawing
GRAPHIC SCALE Sheet � of s
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT WBS 17BP.9.R.76 =.I32 MILE
LENGTH OF STRUCTURE PROJECT WBS I7BP.9.R.76 =.013 MILE
TOTAL LENGTH OF PROJECT WBS 17BP.9.R.76 =.I46 MILE
NCDOT CONTACT: MATTHEW JONES, PE
Division Bridge Manager
PLANS PREAARED FOR THE NCDOT BY:
Sr�+c' 100 STV Engineers, Inc.
1`/ 900 West Trade St., Suite 755
�� Charlotte, NC 28202
NC License Number F-0991
2018 S7ANDARD SPEC7F/CAT70NS
RIGHT OF WAY DATE:
NOVEMBER 5, 2018
NIKKI T. HONEYCUTT, PE
PROJECT ENGINEER
LETTING DATE:
JULY 24, 2019
NARONG PHAL, EI
PROJECT DESIGNER
'AT6 STAT6 PRQIBCT R6P6R8NC6 N0. NO
��� 17BP.9.R.76 �
STAT6 PROI.NQ P.A.VROI.NQ DBBCRIVTION
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HI'DRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DESIGN
ENGINEER
INCOMPLETE PLANS
DO NOT U9E FOR Rf W ACQUI9ITION
P.E.
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See Sheet 1A For Index of Sheets
See Sheet 18 For Stondord Symbology Sheet
BEGIN PROJECT WBS 17BP.9.R.76 E11iD PROJECT WBS l7BP.9.R.76

SHEET NO.
2

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
an Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (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
1 14+98.34 / 15+55.66 55' CORED SLAB BRIDGE 0.43 0.03 0.18 0.08 126
TOTALS: 0.43 0.03 0.18 0.08 126.00