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STATE OF NORTH CAROLINA
See Sheet" For Index of Shasta •C• B 4307 1
S-10 SheetIB For conoenditWSymbols DIVISION OF HIGHWAYS "wFAMm
7p at 33644.1.1 BRSTP-401 45 P.E.
D ~+11(~T COUNTY MAR 3'o 2006
END PROJECT D M Ti~Al~L~r
i'Y 1`1
M ANDSMDST
~ ORAIWATE1Z WMCH
® LOCATION: BRIDGE NO.4. OVER SHOCCO CREEK AND
AND APPROACHES ON US 401 TA I~ - PA
TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE fx(~
_
1i 9 t a ~2 l
~
0 Rd. p \ n ' 1 6Lx l
BEGIN PRO CT 1

EGIN BRIDGE
uo BRIDGE
+PP,lP
U POT STA PP
L- POT STA PP+PP.PP

~O
N I a
VICINITY AMP
OFF-SDDETOUR 0--0--1--0
a/ I4 05f .
-L- POT STA 22+25,00 L~~
I .ED
- = END TIP PROJECT B-4307 C-" rna
u-
is
LT LOUISBURG
US 401 US 401
4 u! L Vt TO mum ON
-L- POT STA 10+00.00 BEGIN TIP PROJECT B-4307 I r ~N _ ?l,( Q~
I
I
DESIGN EPTION FOR VERTICAL ALIGNMENT AND
VERTICAL .STOPPING SIGHT DISTANCE ARE REQUIRED. \ `U rxINCOMPLETE PLANS
DO NOT USE FOR R/Y ecQ-n'-"
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE S ESTABLISHED BY METHOD _ Q I PRELIMINARY PLANS
, THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES DO NOT VSO FOR CONSTRUCTION
v HYDRAULICS ENGINEER DIVISION OF Z17CLHWAYS
} GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepore0 in nr Office of: STATE OF NORTH CAROLINA
DIVISION
50 25 0 50 100 ADT 2008 = zzoo OF HIGHWAYS
1000 Birch Rider Dr., Raleigh NC, 27610 pr pas o
tiN ADT 2030 = 3800 na SrAAMM SPEMMAMNS
PLANS LENGTH ROADWAY TTP PROJECT B-4307 = P11 MI
n= DHV = 10 % Ps
'27' 50 2 50 100 D = 60 % LENGTH STRUCTURE TIP PROJECT B-4307 = Tl? MI RIGHT OF WAY DATE: GLENN W. MUMFORD, P.E. SIGNATURSt -1 1
°
2L PA018cr sv0naen ROADWAY DESIGN ENGINEER °b e
a T = 5 % " JULY 20, 2007
p"
o V) PROFILE (HORIZONTAL) ""V = 60 MPH TOTAL LENGTH OF TIP PROJECT B-4307 = 232 MI " Toe,
Nv ° 10 t0 20 • ~TIST 2% + DUAL 3%) LETTING DATE. JEFFREY L. TEAGUE, E.I.
<03 190 FUNC.CLASS = JULY 15,2008 P10 MBR Pa
cv.L PROFILE(VERTICAL) RURAL COLLECTO smxA7t9m rs STA23WONArDESMm¢ct~A
NL(o)

FIl07EC: REFERENCE N0, SNEE: N0.
8-4307 2
RW EN&T NO.
ROADWAY GBIGN MYWEM DWGN
ENGINEER RlGINEEI
PAVEMENT SCHEDULE IN66kilLETE PLANS
PR9ELIM[NARY PLANS
XXX
8' 12' 12' 8' ,
XXX 11' 11'
W/CR WiGR
XXX
7 0
2
08
1 PROP, 6° AGGREGATE BASE COURSE. 'toS OB - - - - U - J,~ T
Z;1 ~ta~,tt~tu
E
J ~ T
P EARTH MATERIAL EXISTING 21' USE TYPICAL SECTION NOI AT
THE FOLLOWING LOCATIONS:
GRADE TO THIS LINE
TRANSITION FROM EXISTING Q -L- STA 10+00.00
u EXISTING PAVEMENT TYPICAL SECTION NO.1 TO TYPICAL SECTION NO.1 Q L- STA 11+00.00
STA 21+00 TO 21+25.00
VAUABL DEPTH N PHALT PAVEMENT (SEE STANDARD
W W
TRANSITION FROM TYPICAL SECTION NO.] Q
STA 21+25.00 TO EXISTING Q -L- STA 22+25.00
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
8' 12' 12' 8' 8'
11' 11
R4GR WIVR
B
POZNT
TC~o~s .8 ~ ~ ,08 ¢I Z:1 ~tct~tn~t~c
sg8 8 T T
GRADE TO THIS LIMB
p) =H1~ = USE TYPICAL SECTION NO.2 AT
TYPICAL SECTION NO. 2 THE FOLLOWING LOCATIONS.
-L- STA 11+00.00 TO 77+17.77 (BEGIN BRIDGE)
L- STA 77+77.77 +F (END BRIDGE) TO 21+00.00
U
34'
5' 12' 12' S'
USE TYPICAL SECTION NO.3 AT
THE FOLLOWING LOCATION:
U MIN MIN. 0.02 0,02 U STA 77+71,77 (BEGIN BRIDGE) TO
-L- STA 7T +77,77 (END BRIDGE)
a
DETAIL SHOWING METHOD OF WEDGING N0.1 TYPICAL SECTION N0.3
Lr
m USE IN CoNjWCTION WITH TYPICAL SECTION N0. !
ao
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ai
a°
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N"
I

o, PROJECT REFERENCE NO. SHEET NO.
&4307 4
SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP _ A ' Ta~Q__ '
SHEET NO.
m BEGIN BRIDGE END BRLDGE ROAUWWNEEDESIGN HYDUAAIWW
-L- POT STA 77+71,77 ,L- P0T STA 77+11,77 (.U
SHOULDER BEAM G~ BRA BERM
r~ x/~ / INCOMPLE E PLANS
GU77ER P_0~
BEGIN APPROACH SLAB END APPROACH SLAB UX - / oo NOT USE Poe W A.000 mON
11+17,77 - POT STA P7+71,77 ( nc) PRELIMINA Y PLANS
-L_ POT STA -L
3' H oO NOT use POR CORsT umoN
II C^'1 JD
12'
u' N 2,3'48' 089 E 34e
12' 12' ~L e ~ r1
TYTE Iu 3' Tm III _
SHOULDER BEAM SHOULDER BERM
GV77ER GUTTER
BEGIN TIP PROJECT B-4307 V
m W
-I- POT STA 10+00.00 h V
i
a3
1\
b) I
s
\ \ ~p FS'~.~5 ` 8:1 P.S. TAPER
WOODS END SBG + Vl
WOODS {Z\ /1 1F \ WOODS ~GxjSfrVl
~s 3 ~~'sy~s / vti p 5
woa0s O 8:1 PS. TAPER
\
L STA 17~15.25 T.W THOIPSON 5 ¦.G. THOIPSON
MARGARET DAVIS BEGN SBG +KM
6~ 0
1 PARCEL CIO-73 87.41' LEFT PARCEL L9
- STA. 12}60.92. \ .56C r
I \ } DB 373, PG 30 TELEPHONE L \ OB 245, PG 308 `J
PCI/SL209A/PLAT 10 * LO 02.05 LEFT
\
r 1 WOODS (ABANDON D) ELEV. 267,75
` = 1 O \ V. L TStd` IT .29 = (1fyr J~ v
\ BL- 2 PING 12 2J9
r \ \ 6 P F TI- 102 PING «00. C WOODS \~v
C \ + , \ - - - .
WAr w _ .k.,OFFSLFV7I1ET/ IA.66' T
is F C - IBPTAPBR T C
\ F _ eFr E B ? i t1.~2 A
1~' E9CZTS Rr~ _J
_ " ears
- us a'. Bn
a ~ us ,ur r Bsr us m y e
[Y vBST - L
s, G 0 'AS
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FlSiNL W
W.` q~SiMG pie \ \ , } ' ` __R/~ G,
G -J
_c c
C BEG~'8•SBG +86J8 $ a \ N 27' I ' 11 \ +
WOODS WOODS woo6bs If wcaDS WOODS
1~ m d= VIL
O tl~~o\ a Jb ^ ^ l TJL T PHDEPSONB C9 56TNOMPSON
.00 RCEL
= 4 \aQ s DO 245, PG 308
L POT S A. 10«00
MARGARET DAVIS
S 08ro5 • w O PARCEL CIO-73 W ti V a 1!
Bl- 1 OT 5«00T.00 DS 373 PG >D tl0e ` o a 1
DIST .4T.68' PO/SL205A/PLAT q woos y a/ 1I
Q
SADE MCCAFFITY, IER9 $ e8°' 0 he ~l I
B11307
0o195 PG 5D', V~ L END TIP PROJECT
210.00' atP .TAPER 523'1942'W -I- POT STA 22+25.00
/
SBG +6B.J8
Woods C?
3
NATHAN L CIO.-T9 HEIRS
PARCEL CIOSPRULLI T CO. TRUSTEES
t
DB 320, PG n ~ @ ss / CEL Cq•95 ^ 6 .
D8 8% PG 407 DO 610, PG 294
DS I52, PG 496 I
PCV5L46/PLAT 3
NOTE:
1). U PROFILE SEE SHEET 5
2). DRl PROFILE SEE SHEET 5
OTHERWISE
4)3).. ALL FOR STRDRIVEWAYUCTURE RADII PLANS ARE SEE 10' UN SHEETS LESS S-P TNOTEDHRU S-P
No n" n V_
0 0 yM~~
2 O VVV

PROlEC1' REFERENCE Noy ENEEE No.
SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP
m RW EN47 N0.
ROADWAY DESIGN HYDRAULICS
BBIDfiE ~'B ENGINEER ENGINEER
-L- POT STA 11 +11.11 ,L- POT STA 11 +11.11 +A. SAGULDBItBERM GV77BR BE"
G ANS
DO NOT USE Pox a .w PLuAN
BEGIN' APPROACH SLAB END APPROACH SLAB INCOMPLETE
-L-POT STA 11+T1°11 PRELIMINA Y PLANS
-L- POT STA 11+1111
DO NOT USE POR CON9TAUlTWN
1
12' I j
a' N 23 48' 08A° E 54' L- ti~a
ZZ, 12'1
T1TE III TM III
5' -
saourDas BERM SHOMDER BBR84
GUrm Gu2TBR
O h u~
h h
BEGIN TIP PROJECT B-4307 m N
-L- POT STA 10+00.00 1
ag ~ y
~ t ec oo
~ ~FS'/~J '.i T x r
• • \ \ ~ ~ x ~ ~ woo ~ b
v~ 1
~ BQ P.S. TAPER 6U"1
MARGARET DAVIS BEGIN SBG +8618 ~i L TA 17 15.25 T s
~s 0 7,41' LEFT
1 PARCEL Cq•73 `r \
DB 3.- PC 30 TELEPNO - STA. 12-60.92 \ y
t PCI/SL205A/PUT -0N"~E.1 102.05 LEFT G <
! \ e IUeeNVONEOI v. 267.75 k
woods -L TStd` 17
6L 2 P84C Q
\R a6 \ ufl 1-102 P ~7+0 .3 • woos
P w k A - 0 FSE' 66' 4
S - - nrcer wnr w L r
ws; Z - Us - - -
Eff-
Y B
Est J
/
P.S. TAPER \ 1 \
" SBG +86.58
a s o o woo / I N 27° I ' 52.1 . \
c 11
w 1 I y sms d2n M,fi. T
Aq i "1 rE t ~~9 Q~ °,~'nc ~I P 9 i
9 ~
8.1 P.S. TAPER -
MW POT STA
s 3'4e' t+ SBG +6&50
A
P F EL DS, BI DS, / o
BUT CTRUSTEES
m I 1~ I ` w,E°SPRUL PARCEL DB8
A TI CIO-95
A9PC 407 b m: / 08 610. PC 294
a DO 152, PG 496 , ? 4 /
r PCVSL46/PLAT 3 l r~ (J~ l
P
NOTE:
r
1). -L- PROFILE SEE SHEET 5
2), DRl PROFILE SEE SHEET 5
3). ALL DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE
4). FOR STRUCTURE PLANS SEE SHEETS S-? THRU S-?
NO ryN
o~
az
a° 1
~0

~ naEa arEaNCe aNeEr No.
BM #1 R12? SPIKE IN A TWIN 18" MAPLE ROADWAY DEMN HMMUCS
340 TREE 87.4I'LT' OF L- STA 17+15.25 ENpNEl0. ENaNBA
ELEV. 267.75' N 926110 E' 2227895
INCOMPLE EEJ
DO NOT USR FOR 330 T PRELIMINARY - f,' 00 NOT USE PO lilt 11

320 PI = 13+50.1 PI - 19.f76b0
EL = 280,66' EL - 27708
uC = 465` VC = 497
4fl x•8b_ K=79
310 310
lilt
300 300

290 290

280 280
lilt
270 270

I haal I. -.it-
NOTRSr
260 L) FOR -L- PLAN VIEW SEE SHEET 4 260
2.) FOR STRUCTURE PLANS SEE SHEETS S-1 =U S-1
250 250
L'Vr 11 12 13 14 15 16 17 18 19 20 21 22

340 340
P1= 10+23,32
330 EL = 290.45`
330
;DRI-
320 320

310 310

300 300
It llifil

290 290

280 280

q 270 270
k
a
` NOTES:
m 260 4) FOR -DR1- PLAN VIEW SEE SHEET 4 260
No
~n
250
250
~o
Qo
~t
N
-11