20161268_Redline Drainage Plan_20140416

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DESIGN DATA
ADT 2016 = 22,600
ADT 2036 = 47,800
K — 12 p% O
D = 60%
T = 7%*
V = 50 MPH
* TTST= 3%+ DUAL 4%
FUNC CLASS =
ARTERIAL/FREEWAY
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT U -4751 = 4.058 MILES
LENGTH STRUCTURE TIP PROJECT U -4751 = 0.098 MILES
TOTAL LENGTH OF TIP PROJECT U -4751 = 4.156 MILES
PLANS PREPARED FOR THE NCDOT BY
STV/RALPH WHITEHEAD ASSOCIATES, INC.
900 West Trade St., Ste. 715, Charlotte NC, 28202
NC License Number F -0991
HYDRAULICS ENGINEER
P.E.
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2012 STANDARD SPECIFICATIONS
KIT A. PERSIANI, PE
RIGHT OF WAY DATE:
SEPTEMBER 19 2 O l 4
ROADWAY DESIGN ENGINEER
P.E.
SIGNATURE:
PROJECT ENGINEER
SEAN C. STEPHENS, El
PROFILE (HORIZONTAL)
10 5 0 10 20
LETTING DATE:
MARCH 21, 2017
NCDOT CONTACT: GARY COVERING, PE
Project Engineer, Roadway Design
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
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DETAIL 1
SPECIAL CUT DITCH
( Not to Scale)
Front
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Ground J.• j D F \Ox
Min. D= 0.5 Ft.
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DETAIL 2
SPECIAL CUT DITCH
( Not to Scale)
Front
of Ditch
Natural b'N �\e't Slope
Ground 6: j D F \�
Min. D - 0.5 Ft.
FROM STA. TO STA.
DETAIL 3
SPECIAL CUT DITCH
( Not to Scale)
Front
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Natural b'1 yyet Slope
Ground 4 j D F \�
Min. D- 0.5Ft.
DETAIL 4
SPECIAL CUT DITCH
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Min. D- 1.OFt.
FROM STA TO STA FROM STA TO STA
DETAIL 5
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( Not to Scale)
Natural of Front
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Min. D= 1.5Ft.
B= 2.OFt.
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