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~ GRAPHIC SCALES
5 0 5 io DESIGN DATA
ADT 2004 = 9300
ADT 2029 = 15100
O PLANS
5 0 5 10 DHV = 10 °/D
D = 60 %
T = 8 %'
PROFILE (HORIZONTAL)
1 0 1 2 V = 50 MPH
TTST 3% DUAL 5%
PROFILE (VERTICAL)
CALDWELL COUNTY
LOCATION: U.S.321 FROM S.R. 1370 (KIRBY MOUNTAIN ROAD)
TO S.R. 1600 (BLACKBERRY ROAD)
TYPE OF WORK• GRADING, DRAINAGE, PALING, STRUCTURES,
GUARDRAIL AND RETAINING WALLS
_~~
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PROJECT LENGTH ~~ HDR Engineering, Inc.
of the Carolinas
LENGTH OF ROADWAY F.A, PROJECT 6.739001T = 6.50 mi. FoR rlo: xoxrx cAxouxA nsrAeT~xr of TltttvsroeTArroi
ro9a sra~mnRD sPECJPrca2roxs
TOTAL LENGTH STATE PROJECT 6.739001T = 6.50 mi. RlGlff OF WAY DATE: R. WAYNE MOODY, P.E.
12-31-02 PROJECT ENGINEEN
LETTING DATE: GREGORY A. KEMPF, P.E.
11-16-04 PROJECTlllSIGx ENG/NERR
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~• R-22378 ~
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INCOMPLETE PLANS
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PRELIMINARY PLANS
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END STOATETPRO ECOTN6.739001T
POT STA. 353+31.16 -L-
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HYDRA
STATE OF NORTH CAROLINA
P8
ROADWAY DESIGN srarE DRSIGN ExcDaEER
ENC~'~ DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
PE APPRGVED
R1RE: DfVISfGN ADMIN757RATGR

PROTECT REFERENQ N0. I SHEET N0.
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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT 'R2237B-6 "
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 854180257(ftJ FASTING: 1226839.328fftJ
THE AVERSE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRIDJ IS:.9999908500
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'R22378-6" TO -L- STATION 10+x.00 IS
S 25 ° 53' 04.53 " E DIST 14,796669 fftJ
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
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CURVE LR/ P/s Slo 14+35J8
PI Sio 11+62A4 = 424' 26B
~= 10'27'255'1RT7 ~= 29528"
D = 259'069' LT =1969!'
L = 35029 5T =98.48'
T = 05b3'
R = 191929'
e = OD5
DS = 50 mph
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DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
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PI = 31+4!23
~ = 3T 50' 482' fRTI
Dc =5'43'465'
as = a'ornr
Is = 280D0'
Ts =48386'
Lc = 38055'
Rc = I,000DO'
LT = 18686'
ST = 935!'
e = OA8
DS = 50 mph
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UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 33
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REVISIONS
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PRO1ECf REEERENOE N0. SHEET N0.
R-22378 07
R+N SHEET N0.

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ENGIN~JI ~ ENGINEER

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p- 05'401f(T1 p = 6/4'57TfRT1
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c 21274' 65 = 2'5r OOA'
spa P:, = 106.47' c5 = 190.OD'
''2%''~ R = 21X)OA7 TS =19929'
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EIP DS = 5D myh Rc = 190986'
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rs = 16929' rs = 552~r
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Rc = 1,g09g~m. a Rc = 2,479'
\ LT = !2668' m L7 =(00,00'
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DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 38
PROJECT REFERENCE N0. ~ SHEET N0.
R4Y SHEET N0.
ROADWAY DESIGN HYORAUUCS
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83 \ ~ C ~~~n' ~ ~ _ ~~~~~Lr~ p0 NOT VSR PO CONSTRUCTION
u r a a: = r3aoo.~

PROJECT REFERENCE N0. 1 SHEEP
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PI = 81+8686
p = 18'54'31A'lLTI
Oc = 20a00A'
es = r3aooa
Ls = 15oD0'
Ts = 5521r
Lc = 795.43'
Rc = 2,869]9'
LT = IUO.Oa
ST = 50Da
e = 0.09
QS = 50 mph
-L-
CURV£ CRT
P! =103+9234
p = 18'05'122'lLTr
Oc = 20a00A'
as = r3aoo~a
Ls = r50Aa
Ts = 531Ar
Lc = 75434'
Rc =2.86479'
Lr = /aooa
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ENGINEER ENGINEER

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UNLESS OTHERWISE SHOWN \,~
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REFERENCES: FOR -L- PROFILE SEE SHEET 39

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R-22378 !2
RhY SHEET N0.
AADWAY D61GN HYDRAUl1C5
FNGIN~E ENGINEER
INCOMPLE E PLANS
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REFERENCES: FOR -L - PROFIL E SEE SHEET 40

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IRO1ECi REF&ENCE N0. SHEET N0.
R-22378 13
MY SHEEP N0.
ROADWAY DESIGN NYDRAULILS
ENGINEE0. ENGINEER
INCOMPLE E PLANS
DO NOT VSE FOR /W ACOVISFTION
PRELIMIN RY PLANS
DO NOT VSE FO CONSTAVCTION
URIY LIINI RLIURIY RNVII NRG IV
UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 41
~~
~~

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p= 56'04'S7b'fRTJ p= IfOS'32lfLTJ p= 60.07'465'rCTI P! = 146+581! 5t,'a
a = 180f 03r D =16'57' 051 0 =5610'20.4' p =48'09' 322 rLTI !
L = 31121' C =65.44' C = l07D4' Oc = 7'3d 000
T = 169JB' T = 3282' T = 59.04' Bs = Id 3d C00
R = 3/8A7 R = 338.00' R ' l02D0' Ls = 280A7
e = OA7 Ts =48315' -yl-
OS = 30 mpA ,1. ~ = 1~~.+TOm -rr-
IY90 LT = 187.00' atm n.
_~ ST = 93b3'
`~ZSO• ~ TRANSITION S
5JS'4)roJ•E .'f e = 0~@ cL.TPoF
tT 41 ~S - ~ ~ EST. 50
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PROJECT REFERENCE N0. SNEET
R-22378 14
' -' RN! SHEET N0.
"".`\. ``
t ~ \\\111
~ ~ `Y ROADWAY DESIGN
ENGINEER XYOAAUDC
ENGRJEF0.
II/
42 ./ ~'. O
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INCOMPLE
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/W ACOVISITION
PRELIMIN
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CONSTRVCI'ION
i ~ ~\ \ f
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~ _ DRIVEWAY RETURN RADII ARE 10'
~~"'""''1''e~D ~~ ~~ UNLESS OTHERWISE SHOWN
- \ REFERENCES; FOR -L- PROFILE SEE SHEET 42
FOR -YI- PROFILE SEE SHEET 60
MA

P0.0JECr 0.EfERENOE N0. SHEET N0.

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DETAIL FSR
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= 362!2'
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W
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' EST. 120 TONS
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' DETAIL

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= 6Z7.J2 __
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1C =58393' I Nor tp spas/
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LT = 187A0' ~ ~ <t°f smoe
a.
6
57 = 93b3' \0
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OS ~ ~ ~ P01. Min.O = L0 Ft,
•L- 153+50 TO 154+00 fRT.1
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1 f - ~P~t0EE0 DOESLNOtfttOSE '
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DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 43

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TRACE a'-0
-L-
CURVE CR9
PI = 151+2439
p = 6441'4/lfRT1
a = r3aaov
Bs = IO'3a 00D'
is = 280D0'
rs = 6273r
Lc =58393'
Rc = T6394'
LT = 18TA0'
ST = 93.63'

DS = mph
-L

CURVE CR/0 /
P! =168+1625
_
p U35362'fLT1
Dc = 40aQ0A'

6ts = 436'OOA'
Ls = 230.00' /
Ts =26075
cc = so25~
Rc = 1,43239'

LT = 15339' /
sT = T6.Tr

OS = mph

PROTECT AETERENCE N0. SHEET N0.
R-22378 16
R"N SHEET N0.
IOAOWAY DESIGN HYDRAWCS
ENGINEER ENGINEER
INCOMPLE E PLANS
W NOT V58 PUA /W ACOU45R[ON
PRELIMIN RY PLANS
DO NOT U59 PO CONSTRUCT[ON
~~~
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O
POINT ON PAINTED LINE DAVm ICIUIEBF ~
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REFERENCES: FOR -L- PROFILE SEE SHEET 44

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SHEEP N0.
REFERENCES: FOR -L- PROFILE SEE SHEET 45

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FALSE SUMP -o~
OutalOe DI1cn
Troffit Flov_
Zap 'Dr «2.0 Ft
3- INot fa Scala 1 a
s=Dean slop. Propoeeo oa~n t ~__
-L- 24800 fRT.I NOTES ALL CSP WILL BE AOD LUG _
-L- 252100 IRT.I AND GASXET CONNECTOR
-L- 255«55 aiT.)

XX
JE.BRADSlYAS;NEIRS
m oRr ~ a~R
P0.01ER REFERENCE N0. SHEET N0.
R-2237B 23
0.W SHEET N0.
lOADWAY DESIGN HYDRAULICS
ENGINEE0. pp,IWNgp
INCOMPLE E PLANS
W N~'Y VSR POR /N ACOVISITION
PRELIMIN RY PLANS
Ro Nor use Po caNSrRUCrION
81Y.',2~9~ 259x4214 \
~~ Yp"
F ~~
~\
~~
f \
F
DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 51

A
I 1
1 1
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-~- -L- _Y2- TOE PAOTECTKN
EST.4 TONS
EST. 10 SYFF ~ SEE DETAIL
CURVE (R2/ CURVE lR22 f J S-0 /1+0(,31 ~ % EST. 53 TONS
P! =211+8665 PI = 280+]850 D = 10'45'O8llRrl EST, TS SYFF
~ = 6f/4"22.3'fRTJ ~ = 19'4r43lrLTJ DG =2255'059' \\~~
Dc = sarIX1A' Oc = 659'45.0' L =4692
6's = 8'24'0oD' as =9'4]'389' r =2363'
Ls = 280D0' LB = 280.A7 R = 250.ar ~ XX
NAD g3 rB = ]4x.53' rs = 282.](
Lc = 79066' ~ = r53' DS = 30 ngah W uAV m~uTR
Rc = 95493' Rc =819.00' N ~ ~+ ~ afa
ST = 93 ST = 93599' P = ~ ~ ;~ ,
e = OD8 e = 0.08 h ;
D$ = 50 OIpJI DS = 50 RlJah TOE PROTECTION u i ~
CL.'I'RIP-RAP SEE DETA0. ro '
EST.4 TONS EST. 128 TONS ~
EST.b SYFF EST.IBO SYFF % ~
F
f '----------
- - - -L- Sr Sta. 283+~>! i,
F XX -L- P05 Spa 282+2431=
~;r _ -Y2- POT Sta• IO
TOE PAOTECTION AWI BOREKfTB .~ „~
SEE DETAIL 08 OTl4 PG ~ ~
EST. 222 TONS ! F ~
EST, 314 SYFF y00 F p JB N/ p N m
~` © 0 h SLAB LID ~~ ~~ 6 w
'fit/ 0 O .. .. .. N
`yc ~ p ~- -
~ © ° ° a ~ -L- CS Slo, 280+7)3!
Ff fl ~
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PLOWABLE ~~ `'-~-~--_ ~ ~ %PWY. T E 12'
GU
.. '~ ., .~ - MATERIA ..
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-SEE-6
1 1 ~ ___- AIL la
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~' ~~ /~ Oe /91 AC Ol9E ~ JICAE~P.~FAF XX M ~ ~ ~ Q PB 07 PG M ' I /~:
Po OT fC M .Ir
D ~ ~/~ N Y BB ~ +G OIFt F}2 a9.o5 //
M W R 7d NElEX C{ `~G~ H es ~
E' TMLIAS LSDLWAM„~ _
~ .~ N}5.. 51119'40'E 65.46' ~ lYi~ ~ 15'26'j~/ ~,L 0 37Dllj~ /
---_-,- ' ~ .. SOl'OO'99'E Op .. E~4i
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fO - t` lY/' SDS'4 D=8 DEN NOS' 6'01'W NID'74' •W~ ~ ~ ~ ~ n'M EIP , ~/
~ / / ~--_.-_-~-~~ ~ -~~~2~ ~ 59.57, I ISS_<' ~ . _I'/ F
/ // -_ "
~ -~
------ l
/ / DETAIL FSR 'i oI TOE PROTECTION - - +
/ FALSE SUMP _. INOt to scale)
Outsltle Dltcn
Tra}tic Flor 0 Ft Nctur Flu
DrOUntl $IDDe
T= lNot to Scale 1 ~ Fllier fabric o= IyO it
s=Dticn 91oDe PrepaeM Olfrb TYDB of LIMr: CL 9'
-L- 271400 TO 2TI*75 (LT.)
-L- 273400 LAT.) -L- 273400 10 27T40D ILT.I
•L- 277400 LAT.) •L- 279450 TO 280~85 (LT.1 NOTE: ALL CSP WILL BE R00 LUG
-L- 279450 IRT.1 -L• 283400 TO 284400 ILi.I AND GASKET CONNECTOR

PROIECf REFERENCE N0. SHEET N0.
R-22378 25
0.M' SHEEP N0.
OADWAY OELGN
ENGINEER xroRwuu
B.IGp,~

INCOMPLE E PLANS
W NOT II56 FOR /A ACOVISITION
PRELIMIN RY PLANS
DO NOT U58 FO CONSTRUCTION
~~
f
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DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 53
FOR -Y2- PROFILE SEE SHEET 61

0'
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NAB 83
CURVE IR21
Pl =271+85b5
D = 6~l4'22.3'fRTI
Or = sD0'DOA'
As =8'24'000'
LS = 280.00'
Ts = 74153'
Cc = 790b6'
Rc = 95493'
LT = /8688'
sr = 935r
e = 008
DS = 50 ~
-L-
CURVE LR22
P! = 280+7850
~ =1941'431fLT1
oc = ss9'45a
&s =9'47' 389'
Cs = 280.00'
TS = 2827r
Lc = 153'
Rc = 819.00'
cr = 18695'
ST = 9359'
e = O.OB
DS = 50 mph
//
/
~

-Y'1- CL.'I'RIP-RAP
EST.4 TONS f/
/ TOE PROTECTION-
- EST. 10 SYFF / SEE DETAIL
Pl SIG Il+OL31 / EST.53 TONS
~ _ !0'45'08l(RTI ~
/ EST. T5 SYFF
\\`~
Dr =2255'059'
c = +69r
T =2353'
R = 250.Q7 ~ XX
DS = 30 mph m
W KAY BDRN7TN

N m aTa+ ~ osn
f =1
N
TOE PROTECTION ~''
SEE DETAIL
EST. 128 TONS
EST. I80 SYFF
~~~,,,,,,,,,,,,{{{

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CL. 'I' RIP-RAP
EST.4 TONS
EST. 10 $YFf
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SEE DETAIL GB WM Pd 0347
EST. 222 TONS !
EST. 314 SYFF 00
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DETAIL FSR 3 LL; TOE PROTECTION
FALSE SUMP o' ~' -Y9- PTSio.11+94J
OutslOe Dttcn (Not to Scalel
Trpfflo ilor. NOturd Fill
,~ '..2.0 Ft Croune 51Ope
T= I Not to Scale 7 d Fltter FODrdL 0= Iy0 Fi
5=011th Sbpe Proppeee Olteh TYpe of Uner- CL'I'
-L• 271*00 TO 271+T5 ELT.1
-L- 273+00 ERT.1 -L- 273+00 TO 277.00 ILT.I
-L- 2TT+00 (RT.1 -L- 279+50 TO 280+85 ELTJ NOTE: ALL CSP WILL BE R00 LOG
-L- 279+50 ERTJ -l- 283+00 TO 284+00 fLT.I ANO CASKET CONNECTOR
0 6
R=50
I PR(Q T,~
I ~~ CwFp' B.dEA4dS
~ A?'l5 EYi Q1SI
re a Pd Te
E
t ` .60~.
4 ~ si5~
n ~,f

P0.0JECT REFERENCE N0. SHEEf N0.
R-22378 25
0.'11' SHEET N0.
OADWAY DESIGN
ENGINEE0. HYDRAUOa
ENGINEER
INCOMPLE E PLANS
DO NOT U6R FOR /W ACOV191TION
PRELIMIN
DO NOT U5R Po RY PLANS
CONSTRUCRON
~~
~A
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1
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~, m
~ ~ O y3' N
+%l m
~/ ~
~\ 0
N
0~
DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 53
FOR -Y2- PROFILE SEE SHEET 61

O'
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EST. 50 TONS
EST. TO SYFF
R
XX
lY,W BORLWH
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INCOMPLE E PLANS
DD NOT USH TOR /W ACOU1H710N
PRELIMIN RY PLANS
DO NOT U.~ PO CON97RULTION
~ ~. t .. .. .. ~
.. .. .. ~ ~ . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..r
r
. .. .. .. .. .. ~~ I JB W/ SLAB LIO
-Y3- -Y3- -Y3- -Y4- -L-
PJ Sto lO+7114 PI Sto 12+29b8 P! Sto 15+6177 P! Sta 13+16.41 CURVE 1823
p ~ 6035'089'fLTJ p = IJ36'2931RTJ p = 6T57'182'2TJ p = Z34'56.4'fRTJ P/Sto 293+2953 '

(k
=!14'35'296
Or
= 3f 49'5/5'
!k
= 60'l8'~8'
Dt
° U27'33A'
p= l30'2861LTJ cuss
rAIP-RAP
EST.T TONS
L = 5287' L =23125' L = !12.67' L = 2254' 0 =0'34'226 EST. IS SYFF

3 T = 64A2' T = 1!27' L = 263Jg F
R =50.00' R = 1
80A7 R =95.00' R = 500A7' T = 13L617
OS = 30 mph OS = 30 mph DS = 30 ~ DS = 30 mph R =/0,070,00'
B = NC v 9

DS = 50
y
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Q
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..
.. .. .. .. .. .. .. .. .. .. .. .. .. .. Atlw BORWTH 11
m -L- POT Sto, 289+68,98 = ~ avaF ~ wIT
~+ ° -Y3- POT Sta. KJ+Lt7A0 F f ill
'.S 'I' RIP-RAP m ~ TOE PROTECTION ` <III
SEE DETAIL
2 TONS Mf -(- PC t /+ 3 EST. 222 TONS
6 S~F~\F - .29 9 9 E5T.314 SYFF I "11
~ `_- Z F CLASS TRIP-RAP ~ II
- EST.3 TONS /
d ~~ EST.7 SYFF ~ - - PT t ' + I I 11
'.eL: 7J v -Y3- PC Sta. 10+4213 F,
Y fir' ~ C ~ ~ RETAW & CLEAN OUT
m POINT Nei 14+24.76 ~\\ F ~i E%ISTWO PEE 111
sE7 0
2 ELBOWS
~ ~~ ~ . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. \~ h
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XX SEE DETAIL XX
OSCM A{ '~
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I Not to Scclel 1 1 p l
Natural FIII ~ 1 1 ~ ~~
GrounC slaDe 1 ~ ~ ~//
1 a93

MOlECf REFERENCE N0. SHEEf N0.
R-22378 26
WW SHFET N0.
10A0WAY O~IGN
ENGINEER HYDRAULN:S
ENGPFER
~ '• © Ci\\
/.T1' H xc eir I
EW-A/w
/' ie I
IB' CSP
JR. fE
f.. .. T .lY ~.
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Filter facrlc 0= I_0 Fr I I ~~.
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-L• 284+00 TO 285+00 ILT.I
•L- 293*49 T
~ I I ~ s=DNCn slooa
O 296+00 ELTd -L• 28
DETAIL

NOTE: ALL CSP WILL RE ROO LUG Aetalnirq
LATERAL 'V' OITCN wan
ANO GASKET CONNECTOR 1 Not to Scclel
Narurol ~ + +--
DRIVEWAY RETURN RADII ARE 10' rauna D Bz
acE um. D' ~Fr
UNLESS OTHERWISE SHOWN D= AFT
•L- z9o+so To z9<+so ERr~
REFERENCES: FOR -L- PROFILE SEE SHEET 54
FOR -Y3- PROFILE SEE SHEET 62
UL FSR ~~ vswAxsrw
E SUMP o~ot ~~ ~~
__ 1.2.D Fi
to Scale) °
Arcooeea elan
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6 AH
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P0.01ECf RffFRENOE N0. SHEET N0.
R-22378 28
0.M' SHEET N0.
^•^w•~ ^°.~^.~ Hvowwua
ENGINEE0.
PLANS
ACUVL9TIDN
PLANS
VSfRUCI70N

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p= 48'2P2L52T1 ~° 4550'32BfLTJ p= 2505'348'fRTJ
D = 14J/9' 22D' D = 28'38'524' 0 = l522'r2B'
L = 3375 T ; T =1nA9'
~ a~ R =40.00' R = R = 350A0'
~, OS = 30 ~ DS fi ~ ~ = 30 ~
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PROAiR REFERENCE N0, SHEEf N0.
R-22378 30
MY SHEET N0.
IOADWAY °ESIGN
ENGIN~A HYORAUCICS
ENGINEER

INCOMPLE E PLANS
W NOT U5p POR /W ACpVI5Ff10N
PRELIMIN RY PLANS
DO NOT U56 FO CON9TRVCTION
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purslOw oecn 1 ~ of -L- -(-
traffic Flor Npiurd Otrcn
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' N m PGL a NIn.U=J,QPr CURVE LR21 CURVE LR8
- IN t r S I I G ''6A '' W

-S 0 0 cpa
s=arcn suo. Propos.a plan ~~ ~'~~ ~~ -L• 33B«00 TO 339«00 IRT.) / PJ = 339+2956 Pl = 345+8894
-' 0 = 23'55209'fRTI ~ = 3222'525'ILTJ
•L- 34T.sD aT,l OC =7'30'000' OC = 7'i0'0017
\ e^ e ~ ~ ~ =10'30'000' Bs =10'30'000'
~, ;~ DETAIL FSR vaGNr co DrAL e.AWRY? LS = 280.00' LS = 280,Q0'
FALSE SUMP ;~ ~~ ~ ~ ~ ~•+ TS = 302.71' TS =
em Lc = 39J9' Lc = 15175
\ N .~ pTraff~o Flm ------ RC = 16394' RC = 16
yod ~•o Fr / NOTE: ALL CSP WILL BE ROD LUG '~
-3= :Not to Scple t „ 302 234 ANO CASKET CONNECTOR LT - l870D' LT = 187.00' wL
! s=onm sco. Proooeea mrcn / sa532 ~' e = D0B3 B = 0~j 9 ~
.~/!!! ~ -L-340«SOIRT.) DRIVEWAY RETURN DI~AHE~.
! ! ~ ~~.. DS = 50 ~ OS = 50 ~ UNLESS OTHERWISE
I REFERENCES: FOR -L- PROFILE SEE SHEET 5B
FOR -YS- PROFILE SEE SHEET 64

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PROJECT REFERENCE N0. I SHAT N0.
NW SHEEP N0.
ROADWAY DESIGN MYDRAUlICS
ENGINEEE ENGINEER
INCOMPLE E PLANS
OO NOT USL POR /N ACOVL9Tf[ON
PRELIMIN
DO NOT US6 PO RY PLANS
CONSTRUCf[ON
DRIVEWAY RETURN RADII ARE 10'
UNLESS OTHERWISE SHOWN
REFERENCES: FOR -L- PROFILE SEE SHEET 59

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CALDWELL COUNTY
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SCALE
.5 0 1 Mile
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CALDWELL COUNTY
PROJECT: 8.T731303 (R-2237B>
U.S_ 32.1
FROM SR 1370 (gIRBY MOUNTAIN RD.:
Tn CR iG()(1 IRi.A(:KRFRRY RP.)
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BELOW

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SCALE
.5 0 1 KM
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