US 221 (3)

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LOCATION; US 221 FROM SOUTH CAROLINA STATE LINE
TO SOUTH OF FLOYD'S CREEK
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TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES ~ ~~
AND RAILROAD REALIGNMENT END CYM'STRUCTlON A ~~ /
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BECIN BRIDGE

a V GRAPHIC SCALES DESIGN DATA
50' 25' Sa 1oa ADT 2007 = 9
708
,

PLANS ADT 1030 = 16,700
N ~ DHV = 11 %
50' 15' So' Boa D
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PROFILE (HORIZONTALS T = 11 % "
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8 ~ FUNC. CLASS. = ARTERIAL
PROFILE (VERTICAL) « TTST 7% DUAL 5%
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PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R 2133AA = 4,898 MI.
LENGTH STRUCTURE TIP PROJECT R-2133AA = 0.108 MI.
TOTAL LENGTH OF TIP PROJECT R-2133AA = 5,006 MI.
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NOTES: nl CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMBS ESTABLISHED SY METHOD II
(?I THIS PROJECT LS NOT WRHIN ANY MUNICIPAL BOUNDARI~.
(9j THIS G A PARTIAL GONTROLIED,ACCESS PROJECT WRH ACCESS BEING LINKED TO POINTS AS SHOWN ON THE PLANS.
Pretbxee m me OYllce ~: IiYDRAIILICS l3NG]NS13R DIVISION OF HIGHWAYS
DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
IOOB BIrcA Ridrr Dr.
RsiclSR, NC 17610 ` F MOR yC
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_ JUNE 29,1007 ° ` R~ENGIAfBBR ~ ' "f ~ A
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LBTTTNG DATJi; MICHAEL W. LITTLE. P.E. P7tEl,3~ITTSARY PLAN5 ~A .
JUNE 16.1009 '~0~'''~" ~''G°'~"

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-L- CURVE DATA
Prs SYo 72+86,89 Pr SYo 82+r2,23
es = r38'l33~ o - 27.3~OB.¢rLrr
Ls = 200A0' D = ~ 38' 13,3'
LT = r3334' C e r,684,r0' 16 c
ST = 66b7' T - 858b8' 9s ~~goo~
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AW SNEET N0.
ROADWAY D91GN MlDAAlA1CS
EN(iINEEA ENOINEd!
% 0791'S0~
~ X5.90'
NOTES: (!) SEE SHEET 32 FOR -L- PROFILE
(21rALL CSP SHALL HAVE ROD ANO LUG W/SLEEVE GASKET CONNECTORS

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DB 261 P6 250
PB 556 PG 561
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NOTE: SEE SHEET 34 FOR -L- PROFILE

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-L- CURVE DATA
Prs Sto N6+7,96 Pr Sro r23+3593
es - a4s'SOr o • go6'24srRr1
L~ - zDO.aa D = a45'SOr
U • r3333' L - rJ92,A8'
ST -66,67' T - 597,30'
R - 7.500.Oa
SE - SEf PLANS
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'AADWhY DEEION MYLMAULIG
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NOTES: U1 SEE SNEET 34 FOR -L- PROfILE
r21~A11 CSP SHAr1 HAVE ROD AND LUG W/SLEEVE GASKET CONNECTORS
r31 DO NOT PLACf ROCK 1N THE BED OF JURISDfCTIONAL STREAMS

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Pf Sfo l23+3593 P!s S1o !29+97.38
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D = aa5.5or LS - 200!10'
L ~ IJ92UB' LT = !3333'
T ~ 59730' ST = 66b7'
R ~ 1,500.Q7
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NOTES: Ul SEE SHEET 35 FOR -L- PROFILE
f21xALL CSP SHALL HAVE ROD AND LUG W/SLEEVE GASKET CONNECTORS

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-L- C URVE DATA 1
PIS Sl0 l94+8175 P/ Sto 2OB+83,67
8s - f 28"08.8' p = 37' 38' 30.3' fLTt
Ls - 2O0A0'
' D = f 28'08.8' ; ,,
LT ~ 133.39 L ~ 2.562J9' ,~
ST = 66b7' r = 1,32925'
R = 3.900.00'
SE = SEf PLANS
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NOTES: (q SEE SHEET 37 FOR -L- PROFILE
(2JrALL CSP SHALL HAVE ROD AND LUG W/SLEEVE GASKET CONNECTORS

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~, -L- CURVE DATA ' K-LL33AA
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D = f 28' 085 z
C = 2562J9'
T = 1.32925' ~ N
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-DR2- CURVE DATA
PI Sta J0+95A0
0 = 25'33'SL9'fiTJ
D = 5T A' 448'
L = 44,62'
T = 2269'
R = JODAO'
NOTES: (q SEE SHEET 38 FOR -L- PROFILE
f21SEE SHEET 47 FOR -OR2- PROFILE
f31~AlL CSP SHALL HAVE ROD AND LUG W/SLEEVE GASKET CONNECTORS

-L- CURV E DATA
Pr Sro 208+83.67 P1s Sro 221+8328
0 = 3T 38'30.3' (1T1 8s = f 28'08.8'
D = r 28' D88' cs = 2D0.00'
C = 2.562J9' CT = 133.34'
T = 1,32925' ST =66.67'
R = 3,900.QD'
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