US 221 (2)

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GRAPHIC SCALES DESIGN DATA

50' 25' 0 50' 100' ADT 2005 = 9,100

PAS ADT 2030 = 16,700
DHV = 11
50' 25' 0 50' 100' D 55
=
PROFILE (HORIZONTAL) T = 12 % `
O lo' S' 0 10' 20' V = 60 MPH
FUNC. CLASS. = ARTERIAL
V PROFILE (VERTICAL) ' TTST 7% V
DUAL 5%

~y~1;,~~ ly i:;
R UTHERFORD CO U11I T'Y r ~"~ ~~n~U~~l,~,
g~'CH
LOCATION: US 221 FROM SOUTH CAROLINA STATE LINE
TO SOUTH OF FLOYD'S CREEK
TYPE OF WORK• GRADING, DRAINAGE, PAVING, STRUCTURES
AND RAILROAD REALIGNMENT
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-2233AA = 4.883 MI.
LENGTH STRUCTURE TIP PROJECT R-2233AA = 0.108 MI.
TOTAL LENGTH OF TIP PROJECT R-2233AA = 4.991 MI.
Prepared !n the Office ofi
DIVISION OF HIGHWAYS
1000 Birch Ridge D>'.
Raleigh, NC 27610
2002 STATDARD SPECff/CAR0N5
I21GIfT OF WAY DATE: ROGER D. THOMAS. P.E.
JUNE 2007 PRD1ECrsxcD~ER
LETTING DATE: MICHAEL W. LITTLE. P.E.
JUNE 16.2009 PROlEC7 DESIGN 6NGiNEER
HYDJtAULICS ENGINEER
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STATE OF NORTH CAROLINA
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STATE HIGHWAY DESIGN ENC7NFFo
See Sheet i-A For Index of Sheets
See Sheet f-8 For Con/entlGnal Symbols
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HYDRAULIC DATA _

:DRAINAGE AREA.::::....._ , .
:..:.54 ACRES
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_. :' DESIGN.: DISCHARGE.:, ., .; :.:.100 CFS
DESIGN: FREQUENCY.., ,.. ; .,50 YEAR _
DESIGN HIGH.': WATER ELEV ::..77b 1 FEET
BASE-DISCHARGE ....:.... .:.. ..: 120 CFS
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BASE HIGH'WATER ELEY.:..'. .::.7766 FEET I :
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OVERTOPPING ELEV .:........
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SEE SHEET 42 fOR -RR- PROFILE
'ALL CSP SHALL NAVE ROD AND LUG
~P W/ SLEEVE GASKET CONNECTORS
\ / /~ /~ , - DO NOT PLACE ROCK 1N THE 8ED
OF JURISD1CT10NA1 STREAMS