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PRICE
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GRAPHIC SCALES
50 25 0 50 100
1 090
PLANS
50 25 0 50 100
1
PROFILE (HORIZONTAL)
STATE O NORTH CAROLINA
DIVISION OF HIGHWAYS
PLANS FOR PROPOSED
ROADWAY DESIGN
BEA UFOR T COUNTY
LOCATION: US 17 FROM SOUTH OF SR 1149 PRICE ROAD AND US 17
TO NORTH OF SR 1509 SPRINGS ROAD
TYPE OF WORK: GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING
GUARDRAIL, STRUCTURES, CULVERTS 47
END BRIDGE 11?C,
-L _ Sta. 491+26.42
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WBS 34440.3.7 MAF-75-326 CON
PRELIMINARY PLANS
DO MOT UaS PoR COM MUMC M
FOR CAMA PERMIT APPLICATION
OCTOBER 27, 2006
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M THIS IS A CONTROLLED-ACCESS\
PARTIAL CONTROLLED ACCESS IS PROVIDED AT THE SOUTH AND NORTH ENDS OF THE PROJECT
WITH ACCESS BEING UMIFED TO POINTS AS SHOWN ON THE PLANS.
PORTIONS OF THIS PROJECT ARE WITHIN THE MUNICIPAL BOUNDARIES OF CHOCOWINIFY AND WASHINGTON.
'1 00 F Prepared In Nn Office of,
O HYDRAULICS ENGDVEER
DESIGN DATA PROJECT LENGTH LATIRONIUNITED
F
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LENGTH ROADWAY TIP PROJECT R-25108 = 3.898 MILES AJO'NrvWWW EarthTeeh
ADT 2005 = 10,200 LENGTH STRUCTURES TIP PROJECT R-25 10B = 2.942 MILES ATyco International Ltd. Company
600
ADT 2030 = 19 TOTAL LENGTH TIP PROJECT R-25108 = 6.840 MILES zm STAAMAED SPECmrCATravS PA
,
12%
D =
G. 70M SHUM ,PA ROADWAY DESIGN
6
D = 6
D
PROJECT ENGDSER
ENGINEER
T = 8% RIGHT OF WAY DATE:
(TTST 6% & DUAL 2% LETTING DATE REPS" aa.jMuGM CP.E

V = 70 mph
.
PROJECT D"ZON ENGDASER 2
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Sta. 52+38 R-25100 LA
DIVISION OF IHGFIWAYS
STATE OF NORIN CAROLINA
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Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
STATE OF NORTH CAROLINA FLATIRON1uNCfED
DIVISION OF HIGHWAYS ? EarthTech
CONVENTIONAL PLAN SHEET
mpany
SYMBOLS ATyco lntematianalLtd .Cc
BOUNDARIES AND PROPERTY.
State Line
County Line
Township Line
-'- -
City Line
Reservation Line -'-'-
Property Line
Existing Iron Pin sp
Property Comer ----------
Property Monument El
Parcel/Sequence Number
Existing Fence Line -x-x-x-
Proposed Woven Wire Fence e
Proposed Chain Link Fence &
Proposed Barbed Wire Fence -o -
Existing Wetland Boundary
----"°--'-
Proposed Wetland Boundary
Existing High Quality Wetland Boundary
-
-"° ?°-
Existing Endangered Animal Boundary E°-
Existing Endangered Plant Boundary °°-
BUILDINGS AND OTHER CULTURE.,
Gas Pump Vent or LAG Tank Cap 0
0
Sign
0
well
Small Mine 'K'
Foundation Q
Area Outline
Cemetery
Building I -
School
Church
Dam
HYDROLOGY.,
Stream or Body of Water
Hydro, Pool or Reservoir
River Basin Buffer -RBB-
Flow Arrow E -- -
Disappearing Stream ) - -
Spring
Swamp Marsh
Proposed Lateral, Tail, Head Ditch $t?
False Sump
RAILROADS,,
Standard Gauge i i
RR Signal Milepost MILEPOST 35
Switch
SWfFCH
RR Abandoned - - - -
RR Dismantled ------
RIGHT OF WAY
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line -

Proposed Right of Way Line
Proposed. Right of Way Line with A
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
f A
l
i
C -
ccess -
ontro
o
ng
Exist
f A
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P -?--
on
ro
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ccess
ropose
Existing Easement line - -E--
Proposed Temporary Construction Easement- E
Proposed Temporary Drainage Easement- -mE-
Proposed Permanent Drainage Easement - -PDE-
Proposed Permanent Utility Easement -PUE-
ROADS AND RELATED FEATURES'
Existing Edge of Pavement -
Existing Curb -'
Proposed Slope Stakes Cut --- ---
Proposed Slope Stakes Fill ---g---
Proposed Wheel Chair Ramp
Curb Cut for Future Wheel Chair Ramp - cr
Existing Metal Guardrail
Proposed Guardrail T T T T
"
Existing Cable Guiderail
Proposed Cable Guiderail " " "
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree C?
Single Shrub o
Hedge
Woods Line
Orchard #? fl
Vineyard
EXISTING STRUCTURES.,
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.,
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
LAG Power Cable Hand Hole
H-Frame Pole
Recorded lAG Power Line
Designated L443 Power Line (S.U.E.*)
l CONC
J C-C NN
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a
b
0
P

TELEPHONE:
Existing Telephone Pole -0-
Proposed Telephone Pole '0'
Telephone Manhole
Telephone Booth F51
Telephone Pedestal
Telephone Cell Tower
LAG Telephone Cable Hand Hole E
Recorded LPG Telephone Cable T
Designated LJFG Telephone Cable (S,U.E*)- ----'----
Recorded LAG Telephone Conduit TM
Designated LAG Telephone Conduit(S,U,E.t ----T°---
bl
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G Fib
d
d T I°-
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Recor
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LA
Designated LPG Fiber Optics Cable (S.U.E.*j- ---- TF°--- '
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AATUR
E.O.I.
PROJECT REFERENCE NO, I SHEET A
PRELIMINARY PLANS
DD NOr un yW C*N6IRULTION
WATER:
Water Manhole
Water Meter CD
Water Valve
Water Hydrant
Recorded LPG Water Line ¦
Designated UAG Water Line (S.U.E.*) -- ----¦----
Above Ground Water Line A /G Water
TV:
TV Satellite Dish CC
TV Pedestal 10

TV Tower
LAG TV Cable Hand Hole f{R
d UAG TV Cable
R
d TM
ecor
e
Designated LAG TV Cable (S.U.E,*) ----T¦---
Recorded U-G Fiber Optic Cable -TM °-
Designated LPG Fiber Optic Cable (S.U.E.*)- ----TMFO---
GAS:
Gas Valve 0
Gas Meter
Recorded LAG Gas Line
Designated LAG Gas Line (S.U.E.*) ----°---
Above Ground Gas Line Rrc Ga.
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout p+
LAG Sanitary Sewer Line
Above Ground Sanitary Sewer A/c Sanitary Sewer
Recorded SS Forced Main Line-
Designated SS Forced Main Line (S.U.E *) - ----55----
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object 0
Utility Traffic Signal Box
Utility Unknown UAG Line
LAG Tank; Water, Gas, Oil
AAG Tank; Water, Gas, Oil
LAG Test Hole (S.U.E.*)
Abandoned According to Utility Records -
End of Information
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NOTE. ALL DRIVEWAY RADII ARE 10'
UNLESS OTHERWISE SHOWN.
FOR -L- PROFILE,SEE SHEET 43D
MREMOVAL OF EXISTING PAVEMENT

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FOR -Y9- PROFILE,SEE SHEET 63.
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R-25108 5.O
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UDWAY DESIGN HYDRALIUCS
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT UM 701, CXRWMUCnM4

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Pis Sid 224+8913 P1 Std 236+49Jr PIS Sta 247+2359
as = 3'30'00.' A - 4L7 00'45J'(RT) B0' = T30'00.'
Ls = 350.0' D - 200'000 Ls = 350.0'
LT - 233-V
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'
ST = 11671 ST = 116.7r
R = IA
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AJOINT VENTURE ROADWAY DESIGN HYDRAUUCS
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EarthTech
PLANS
PIS SYo 224+6963 PI Sto 2W+4931 PIS Sto 241+2359 0o 0 x °? PR 2= un Fa, RY 0707
pq = 3 30, DOA' D = 447 Op 453'(RT) gS =3'30 00.0 a° ATycalntemationalLtd.Company
LT = 233J L = 200063' LET ° 233-V I / J
Sr = 11671 T = 1,04305 Sr = 116-71 i \ 13
R = 286479 i s. AM E1aBOr,ETAI
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= 12 \
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EST 2 TONS InB4. ?, t 1 +
EST 7 S F.F. 160.6.6' 150.00' 1150.60'
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15' CSP W/930W5 i - AR' WW + ROD AND LUG 125.00' 6 \ i J FENCE 125.00' N9SLEEVE GASKET 160.00' -y I9'x7' RCBC
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STA 242+50 TO ST 244+30 -L- IT RVV.OUT-12.80
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EST I TONS 125.0V
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EST B TONS 125.00' 6
EST 21 SY F.P. 150.00' O \\ TAIL DITCH
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DS = 60 MPH

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FOR -YIORC- PROFILE, SEE SHEET 584 ?'
-Y10RC-
PIa Sto 3+15.01 PI Sla 5+01.88 PIS Sto 7 +Ob51 \\ :4 7 0 es = ZWI5.0' & = T2Y15.0aLRTI BS - 228'15.0'
REMOVAL OF EXISTING PAVEMENT LS - 195407 D = 230'00.0' Ls =195.00'
LT - 130.07 L - 25550' LT - 130.01
Sr _ 65LN R = P29I83' = 65AM \ L /'
\ :'f
L, Se = 0065
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=14fl? ?
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0
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10B 1 8.0
FLATIRON/UNITED
R SHEET NO.
A JO NT
DESIGN
RDA
HYDRALIUCS
ENGINEER ENGINEER
EarthTech
PRELIMIN
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IN A Tyco Intemational Ltd. Company DO NOT 13=21 . commuenam
16
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,
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FOR -YIORB- PROFILE, SEE SHEET 574 AND 584
FOR -YIOLB- PROFILE, SEE SHEET 604
FOR -YIORC- PROFILE, SEE SHEET 584
/ FOR -YIORD- PROFILE, SEE SHEET 594
25'x6' 0 FOR -YIO- PROFILE, SEE SHEET 644 & 654
s1.43' 'o -YlORQ-

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9
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* • 200 000' Ls -35000 ` TL T ( 1 D- POTSM. N
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ST - 11671' t?nq 20 ( `\ `\\ \ T F y
POTENTIAL SITE FOR q+a"`REr BEAUF'0RT C012RY T ?g °, ; N
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es T `° F
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40 TONS .0 C PC F • SLIDE 76-1
! I =' 70 SF rs? _ -- ¢• CL'r RIPRAP C t _ T F`? \'o +09.17 22
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J 17 I ,y, _ / - _ + S'T pti' p.. , 5 ._-?- ?F/
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9660 "? `` *° \ F O
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ro Y` Ls + D - T30'000 Ls r 20040 & - 852'155IRT1 c TaP ?N ' - Nr;
LT =?A3J L w 2004' LT = 03.45' D = 2'30'004' F F ER DHC ''' t Z?-? 5
OS
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61 t = I80w 105.00' EST 6 TONS
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LT + .
y \ '? ?9 ?'d 105.00' srA 13+00 TO srA 1s+s0 -naRC-
\ c c s uaRHASP '', Sr - L T - 1.33948
c 2,86477
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08 56&il-0 0 7"
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194FLATIRON/UNITED R-25/08 1 V 9.C
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AJOINTVENTURE ROADWAY DESIGN HYDRAIIUCS
ENGINEER ENGINEER
EarthTech PRELIMIN RY PLANS
ATyco lntemaVonalLtd. Company DO XCrrUA CONTIMUcrmH
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4
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26
PIS Sta 271+759 PI Sta 286+30.87 PIS SM 299+13J6 \. oe 9G TPCDro T
9s - 330'000 A- 50`06'190(LT) Os - 330`00.0'
Ls ¦ 350D0` D - 200`000 Ls - 350D0`
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BERTHA GOOLEY JONES, et d R = 79'
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ESTATE 8T{ 19
PC IS - SLDE 229 Ru = 350D0`
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+ BERM DITCH
170.00' STA 287+50 TO 290+00 4' LT
4-
MIMI
120.00'. -L-
7, 5710.00'
C
C C
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Ls = 125.00` Ls = 24OW 0 = r00'000 Ls - 240.00' F?
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29 REMOYI
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28
ELIZABETH P. SLOAN
OB 772 - PC 430
PC B - SLOE 229
5674-0-2923
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F /
F
F
REMOVAL OF EXISTING PAVEMENT
FOR -L- PROFILE, SEE SHEET 45D
FOR -YIORD- PROFILE, SEE SHEET 59A
FOR -Y13- PROFILE, SEE SHEET 61.0

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JOHN F. MITT, e+ Ux R-25106 %0
n4o FLATIRON/UNITED 1w SHEET NO.
A JOINT VENTURE ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO ID36 - PD 331
REMOVAL OF EXISTING PAVEMENT \ EarthTech
PRELIMIN
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Do DDT CON3'TRDDa1oN
\ A Tyco IRtamatiaai Lid. Company
ELIZABETH P.SLOAN ?LTa
BB T72 - PO 430 \
PCB -SLOE 229
567447-2023
Tract O
Pis Sta 271+75J7 PI Sta 286+30,81 PIS Sta 299+1376 \ \`
9s = 3'J0'000A - 50' 05'19,0 U) Os = XJO'OO.F \ 4\?\\
LS = 350.7 D = 2'00'00.' Ls - 35OW
LT = 233.18' L = 250526' LT = 233-V \ \? \
ST = 1167r T = 1,339.8' Sr _ 116.7r
R - 2.86479' \
So = 0.07
\\\
DDss=7? \\
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47' Rr \ \
F F IF F
LAT T BASE DITCH 1105' BERM
W/CL 'B' RIPRAP
STA 307+10 TO 308+00 4- IT
SEE DETAIL #16
SPECIAL LAT. 2' BASE DITCH
STA. 306+25 TO 307+10 a. IT-
2' BASE DITCH
EST DDE CY
SEE DETAIL #11
CLASS 'B' RlPRAP
\ EST.2 TONS
EST.7 SY F.F.
FILL TO
ELEV 23.8'
11 C
?F
F f f F F F F
1 / i, aC F F
c c F c r
F F F
F F F F F F F
PFSH
33
I9AINOtN
32
DOUGLAS A. FOY
F
28
ELIZABETH P.SLOAN
OB 712 - PO 430
PC 8 - SLOE 229
56ThR-2123
Tract N
140.00'
FIORD- /
PIS Sta 8+14,42 P190 4+4896 Pls Sk 0+83.33 /
Ls ? ? ? 0 = 0' 130'00.') Li9s 0`18'450
s = 225W
= ? T e 647751 LT 83JY
ST 41 96' ST R
R = 11,459!6'
Ds - ?H
p F\ C C
\X\AA-?UW FFNCF 1
11 +
121.75' O
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50 -L- RT
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PC e • SLOE 229
/
X/
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5674-IT-2e23 /
Tract 20

V_
V

,? y ! v FOR -L- PROFILE, SEE SHEET 454 AND 46.
FOR -YIORD- PROFILE SEE SHEET 59A

F / W

"z
0
i
FLATIRON/UNITED
A JOINT VENTURE
EarthTech
ATyco Intematanal Ltd. Company
28
LIZABETH P. SLOAN
05 TT: - PO 430
PC 9 - SLIDE 229
S6T4-iT-2923
Trout a
O
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C
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V1
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ELIZABETH P. SLOAN \ 4... \ \
DB T72 - PO 430 \ / \
SPECIAL UT V-DITCH PC 6 - SLATE 229. r
STA. \
088+00 TO 310+70 k LT 511417.2BZ3 ...
SEE y
Tract 20 \ y . \
4-
48-
C c ylW FEN F \
7P \
C F C C C C c f\ ?-f-? f
c 5. 111 VYM--- -
69
ca ? .2G" PS \ 1 71
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C F
C -C
AR' W FENCE
EST 8 ETION
E EST B, 2 TONS
EST 21 SY F.F. ESF 7 SY F.F.
+ +
'
130.00'& 146.00 y ±?
SPECIAL UT V-DITCH
STA 308+50 TO STA 309+50 -H RT
SEE DETAIL 61
28
ELIZABETH P. SLOAN
00 TT2 - PO 430
PC 8 - SLIDE 229
IOTA-PP-Y7
Tract 20
35
JOHN F. NITT, ff ux
DB I036 - PC 339
F F c c _C c

\
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c

C C C ;
?L + CL '8'RIPPAP
EST I TON
O
SPECIAL UT 3' 619E DITCH
STA 309+50 TO STA 315+50 4- RT +
1
EA 6 TONS EST 5
F.F.
SEE DETAIL 9.7 12500' _
\ EST U SY F.F.
1,260' TAPER LT. &
i

I
I ?_ I 28
/ ELRABEIN P.SLOAN
Ds TT2 - PC 430
PCB - SLOE 229
/ \ 36741"-21n
Tract 0

c
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SPECIAL 2' BASE CUT DITCH
STA 321+00 TO STA 323+50 k IT
SEE DETAIL M14
ENGINEER ENGINEER
PRELIMINARY PLANS
Do NOT un CONBTAucr7@T
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c c c c c
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\ JOHN F. NTT, et uK l
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OB T72 - ro 470 /
PC B - SLOE 22B
ssT4-n-2ev /
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PROJECT REFERENCE NO. SHEET N

R-25108 _
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LIB 694 - PO 25 Y-
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OB 234 - PC 700 Y.
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ST = 4000' T = 26173' ST = 4000•
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