20091224 Ver 1_Maps_20080610

m See Sheet 1-A For Index of Sheets STATE OF NORTH CAROLINA WA= RA1{TAO MT ~qRe ~ 86~9gR
•c• B-3611 i
m •4'•.. t'1x I DIVISION OF HIGHWAYS
~ / / RA'R A°lN1 RFROLII~ Ip~ryV
YY
33162.1.1 BRSTP-99 3 PE
BEA UFOR T COUNTY
Belli
M
LOCATION: BRIDGE NO. 77 OVER PANTEGO CREEK ON NC 99
54
h TYPE OF WORK. GRADING, DRAINAGE, PAVING AND STRUCTURE

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~I VICINITY MAP m

rl BEGIN STATE PROJECT B-3611 Z END STATE PROJECT B-3611
j ffi -L- STJ4.11 + 50 n -L- STA. 71+94.49

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s ho
5

- of
~1 ~~pGE NO. 77 _ Pa ! O 264 BASS
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~ r o oaLLE
GHEE al~0 L ,
PAS 4 ~ ~ ~ i'
I TOWN OF BELHAVEN
" I3+1001`SPI:BTJ<Jk"
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT I amr uaa x°pc .
_SD
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPALITY OF BELHAVEN
~
WEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
c
-101
HYDRA EMTCS ENGLi(HER
DMSION OF ffiGHWAYS
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in "a Office Of..
} DIVISION OF HIGHWAYS STATE OF NORM cAaoLnvA
1000 elrcA Ridge Dr„ lT°LJfA NC, 27610
50 25 0 50 100 ADT 2007 = 5950 LENGTH ROADWAY TIP PROJECT B-3611 = 0.520 Miles F
ADT 2030 = 9600 LENGTH STRUCTURE TIP PROJECT B-3611 = 0.625 Miles 'TA RE 5p=mcA17OAw
D PLANS DHV = 10 %
rs
5,0 25 50 100 D = 60 % TOTAL LENGTH TIP PROJECT B-3611 = 1.145 Miles JUGJTT OF WAY DATE: JIMMY GOODNIGHT PE Tuxe
T = 9 % ° JANUARY 16 2009 'x'' mmram ROADWAY DESIGN
° c
11111 ,
c o":2
_ PROFILE (HORIZONTAL) BNGIlOBR ° °
° oz V = 5040 MPH
ow 10 5 0 10 20 L927I2VG DATE: Mark Huse
Y ° TTST 6 DUAL 3 Y
a o= JANUARY 19, 2010 rte" >a
L~ FUNC, CLASS = COLLECTOR
N L~ PROFILE (VERTICAL) PA JA
SZWUTUR& STA7= WWWAY D91= 8hKi0VB89

8-36n -B
N Note: Not to Scale
m *SU.E. = Sxat a Utility Engineering STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

WATER:
BOUNDARIES AND PROPERTY,- RAILROADS.' Water Manhole
State Line Standard Gouge # Water Meter o
[$X 7RANSPoRIATgM
RR Signal Milepost E,0 35 Water Valve
County Una - - -
Switch EXISTING STRUCTURES,' Water Hydrant .0
Township Line - - swna+
RR Abandoned - - - MAJOR: Recorded U43 Wafer Line
City Una
RR Dismantled Bridge, Tunnel or Box Culvert C-NC Designated lbG Water Line (S.U.E.*)
A/G water
Bridge Wing Wall, Head Wall and End Wall - [ONC WW Above Ground Water Line
Property Line RIGHT OF WAY MINOR:
Existing Iron Pin EP Baseline Control Point Head and End Wall cow- coca N:
Property Comer 4(
Property Existing Right of Way Marker
Pipe Culvert N Satellite Dish Y
Monument ~ Existing Right of Way Line - Footbridge N Pedestal
Parcel/Sequence Number @ Proposed Right of Way Line
Drainage Box: Catch Basin, DI or JB ?-a N Tower
Existing Fence Line -X-x-X- Proposed Right of Way Line with
Proposed Woven Wire Fence a Iron Pin and Cap Marker Paved Ditch Gutter U~ N Cable Hand Hole
Proposed Chain link Fence a Proposed Right of Way Line with Storm Sewer Manhole Os Recorded U43 N Cable
Concrete or Granite Marker Storm Sewer ° Designated USG N Cable (S.U.E.')
Proposed Barbed Wire Fence a Existing Control of Access
Existing Wetland Boundary Recorded USG Fiber Optic Cable
Proposed Control of Access U2ZLE IES.° Designated UAG Fiber Optic Cable (S.U.E.'~- - - - F°- - -
Proposed Wetland Boundary Existing Easement Line --E-- POWER;
Existing Endangered Animal Boundary Proposed Temporary Construction Easement - E Existing Power Pole GAS:
Existing Endangered Plant Boundary
Proposed Temporary Drainage Easement- -roe- Proposed Power Pole b Gas Vahro 0
BUILDINGS AND OTHER GULYUBE.- Proposed Permanent Drainage Easement- -PDE- Existing Joint Use Pole + Gas Meter
Gas Pump Vent or UG Tank Cap o Proposed Permanent Utility Easement -PuE- Proposed Joint Use Pole Recorded UG Gas Line
Sign S Power Manhole 0 Designated 111113 Gas Line (S.U.E.')
o
ROADS AND RELATED FFATUMS.°
Well -
Existing Edge of Pavement Power Line Tower ® Above Ground Gas Line A r -°w
Small Mine Power Transformer 0
Foundation ~ Existing Curb ~
Proposed Slope Stakes Cut UIG Power Cable Hand Hale ® SANITARY SEWER:
Area Outline 0 r H-Frame Pole e e Sanitary Sewer Manhole
Cemetery ~ Proposed Slope Stakes Fill - - - - - - -
~--~-n Proposed Wheel Chair Ramp © Recorded UkG Power Line ° Sanitary Sewer Cleanout p
Building u Designated UG Power Line (S.U.E.*) UIG Sanitary Sewer Una u
School Proposed Wheel Chair Ramp Curb Cut - (ED Above Ground Sanitary Sewer A/- 5mI,ary sewer
Church Curb Cut for Future Wheel Chair Romp - cr
TELEPHONE: Recorded SS Forced Main Line FW-
• Existing Metal Guardrail
Dam Existing Telephone Pole Designated SS Forced Main Line (S.U.E.*) - ----,a----
Proposed Guardrail T T
Proposed Telephone Pole
n n
HYDROLOGY Existing Cable Guideroil n
Stream or Body of Water - - - n n n Proposed Cable Guideroil n Telephone Manhole 0 MISCELLANEOUS:
Hydra, Pool or Reservoir - Telephone Booth ID Utility Pole
Equality Symbol 0
Jurisdictional Stream L ® Telephone Pedestal M Utility Pole with Base p
Pavement Removal
Buffer Zone 1 -Q 1 - Telephone Cell Tower i Utility Located Object p
Buffer Zone 2 -st 2- VEGETATION.- UAG Telephone Cable Hand Hole ® Utility Traffic Signal Box
Flow Arrow Single Tree Q Recorded UIG Telephone Cable Utility Unknown WG Line -M -
Disappearing Stream - Single Shrub © Designated UIG Telephone Cable (S.U.E!)- WG Tank; Water, Gas, Oil
Spring Hedge Recorded USG Telephone Conduit A13 Tank; Water, Gas, Oil 0
Wetland Woods Line Designated UG Telephone Conduit(S.U.E`)- LPG Test Hole (S.U.E.*)
m
Proposed Lateral, Tail, Head Ditch Orchard t? Q Q Recorded UG Fiber Optics Cable , I° Abandoned According to Utility Records - AATUR
False Sump m Vineyard Nneyara Designated IJAO Fiber Optics Coble (S.U.E,")- ----,F°--- End of Information E.O.I.

i
P
PROJECT REFERENCE N0, SX!!T N0.
` 8-3611 Z
PAVEMENT SCHEDULE ROADWAY DESON PAVEMENT DESIGN
(PREUNINARY PAVEAIEAT DESIGN) ENGINE!! BNOMEER
C1 PROP APPROX. 1.1/8' ASPHALT CONCRETE SURFACE COURSE, TYPE 80 60, 4 SURVEY fE ESISTING 4 SURVEY INCOMPLE E PLANS
AT AN AVERAGE RATE OF 188 LBO. PER 60. YD. m rear USS FOR /w nwUMMON
C7 C2 PRELIMIN RY PLANS
C2 PROP APPROX. S' ASPHALT CONCRETE SURFACE COURSE, TYPE $0.68, C2 D2 Di m Nar v34 ro cvNSrum OWE AT AN AVERAGE RATE OF 188 LBS. PER 80. YD. IN EAH OF TWO LAYERS. E2 POINT 2 C3 E2
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 80.50 02 DT E2 112 LOS.
YD. PER I C3 PAT AN LACEDA NRLAYERSTNOTFLESS THAN 1E1/2" OR DEPT2H'TO BE
IN DEPTH.
` 2.5' I U2.5'
D1 PRO/ APPROX. 8.1/2 " ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I10.OB, 3' ASN' MIN. 3'
AT AN AVERAGE RATE OF 006 LBO. PER E0. YO. MIN.
3' 2.5' 5' ALAN.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I.0.06, MIN. ALAN. MIN. 3' Detail Showing Method of Wedging . . PER 1'
EPTH. D2 IN LAYERSRNOT LEESS THAN12-1/4" INPERDEPTH90. GREATEROTHAN 4' INSDEPTH. Detail Showing Method Of Wedging
E1 PROP. APPROX. 4' ASPHALT CONCRETE BASE COURSE, TYPE 625.0. AT
AN AVERAGE RATE OF 460 LBO. PER 60. YD
PROP, VAR. DEPTH ASPHALT CONCRETE SASE COURSE, TYPE 925.0. AT AN
E2 AVERAGE RATE OF 114 LIB. PER AS. YD. PER 1" DEPTH, TO BE PLACED IN
LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 8.1/2" IN DEPTH.
PROP. B" AGGREGATE BASE COURSE AR. VAR. 11l-121 W-12' AR.
T EARTH MATERIAL.
C POINT
EXISTS PES
U EXISTING PAVEMENT. 08 08
ORIGINAL GROUND \ \ 3'l
1N VARIABLE DEPTH ASPHALT PAVEMENT (BEE STANDARD WEDGING DETAIL) _ T ' 3 \ \ \ J
ORIGINAL GROUND
SEE X-SECTIONS
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. SEE X-SECTIONS
TYPICAL SECTION NO.1
-L- USE TYPICAL SECTION NO.1 AS FOLLOWS:
-L- STA. 11+50 TO 13+00
-L-STA. 71+00 TO 71+94.49
10' 6' 12' 12' 12'
11' W/GR 11' WiGR
ORIGINAL GROUND FOPS FOPS
C
VARIABLE C POINT
SEE X-SECTIONS
OB 02 01 08,
ORIGINAL GROUND 4;1 611 - - - - - -
6;1
T Di El U 9-W. Di E1 T 3rl JORIGINAL GROUND
2
VARIABLE
SEE X-SECTIONS
TYPICAL SECTION NO.2
09GINAL GROUND
4- USE TYPICAL SECTION NO.2 AS FOLLOWS:
-L- STA. 13+00 TO 19+00
-L- STA. 63+50 TO 71+00
1 6' 12' 12' 12'
11' WiGR 11' W/GR
ORIGINAL GROUND FOPS FOPS
VARIABLE - ~ POINT
SEE X-SECTIONS
?7 08 "02 04 08
ORIGINAL GROUND 4.1 6:1
° 6;T
T DI V1' 3T ORIGINAL GROUND
a E1
TYPICAL SECTION NO.3 VARIABLE
SEE X-SECTIONS
aGINAL GROUND
o~
~v USE TYPICAL SECTION NO.3 AS FOLLOWS:
4, STA. 19 + 00 To 6 + 50 (BEG. 4-STA. 60+00 (END BRIDGE)TO BRIDGE)

PROJECT REFERENCE NO. :Neer ND.
N
8-36/1 2-A
ROADWAY DESIGN PAVDAENT DEIGN
ENGINEER ENGINat
INCOMPLE E PLANS
W NOT M FOR /i ACQU64 M
DETOUR PRELIMIN RY PLANS
• ~ W NOT UN COMrRUL OX
32'
3' 11' 11' '
12' 12' 11' W/GR 11' W/GR
PAVEMENT SCHEDULE
C1
8" Was
POW Cl
-ORAOL
*VARIABIE BICYCLE SAFE RAILS `05 02 02 08, USE TYPICAL SECTION NO.4 AS FOLLOWS:
3,.1 3Q
REQUIRED 6 N -DET- STA. 22+99.63 TO 31+64.60 C2 3' so-so
T 11" Al
1
TYPICAL SECTION ON STRUCTURE 03 VAR. DEPTH 49.31
*VARIABLE SUPER ELEVATION TYPICAL SECTION N0.4
SEE PLANS 01 E•I/9' X19.03
D2 VAR. DEPTH I19.05

E1 4' R96.B
E2 VAR. DEPTH B23.13
1' ABC
rk 4- /-DET-
T EARTH MATERIAL.
1' i' '
it' WiGR III W/GR
U IXCITlNG PAVEMENT.
r /
FDPS FDPS
7I~ w WEDGING
x~E~cloNS - 11-02 - u? - - _ -
ORIGINAL v- F ~S
ORIGINAL GROUND V~ SEE, ' r Zo
c 01 E1 1 1Y8~ . ORIGINAL GROUND
VAR. WIDTH EARTH SHOULDER '
VAR. WIDTH EARTH SHOULDER
- - - - ULTIMATE -Lr TEMPLATE
TEMPORARY DETOUR TEMPLATE DURING
PHASE CONSTRUCTION
DETAIL OF GRADING AND PAVING LIMITS
OF TEMPORARY DETOUR
USE FROM -DET- STA. 15+25 TO 22+98.63
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REVISIONS

29-MAY-2008 09:39
r:\roadwa \ ro \b3611-detail_s2-b.dgn 8/17/99
MATCHUNE -DIET- StA 25+00

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PROJECT REFERENCE NO. SHEET NO.
8-361/ 4
m RW EHEET NO.
ROADWAY MON HYDWEEICS
ENGINEER ENONE9
INCOMPLE E PLANS
m Nor U aeA iw sroumT
PRELIMIN RY PLANS
DO NOT USE CIMMMMON

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BEGIN STATE PROM TB~11
-L- STA. 11 +50 -L-PC Sta 1640
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SEE SHEET 9 FOR -L- PROFILE
20,
N' SEE SHEET 11 FOR -DET- PROFILE

PROJECT URR04CE NO. SHEET No.
B-3611 5
m RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENDNEIR
P1 Sto 25+52.04
p - 2g24/y548tLT1 INCOMPLE E PLANS
- f 33'09p DD NM vat POq fQ ACUN6IilON ELI T /93423 2vgr PRDO NOTMBN R~YMPLA~NS
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Y Y i p- Slo 232'S6531LT1 SEE SHEET 9 FOR -L- PROFILE
i o ` X 345r i Y SEE SHEETS 11 AND 12 FOR -DET- PROFILE
i L
* 60176' Y SEE DETAIL SHEET 2-13 FOR DETOUR DESIGN
T 04.46'
R 600.00' Y i
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t STRUCTURE ANCHOR UNITS U IN[ ANDGE
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"ANCT REFERENCE NO. SHlRf NO.
8-3611 6
Rw tter No.
ROADWAY DESIDN HYDULUCS
ENOMEER ENOMRQ
-L- ' INCOMPLE E PLANS
DO NOT USE Volk f1 ACpUmTTON
P/ Sta 25+5204
6 = 28124 54e(LT) yZ PRELIMINARY PLANS
D = r33'09Z a' oo NOT USE ro CONSIllDCf10N
L = r.8300r
T = 393423 kW. / o
R = 3b91000` s
- I
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f v p Fa

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PNr I+ 9 = ~j
y W

y t * PT Sta 34+47BI 2
to TNEf
W I a 79 +
N
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C _ N 23 KY 263E
+ } g7, - - SEAT ELEV.= .UTUTES (TEL & CAM CONNECTED TO,uA SOUTH OF BRIDGE ARE ABANDONED NO FENDER SYST
ill 11 :il
l - - - _ - -R BR7GE Q Id Iii Z -a r -x - - r Z r -a !SEE NrL ELEV.=4.21 :11 1- ' -----TA ,fNM------
N 4, E
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71101 23* 06,51
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SEE SHEET 10 FOR -L- PROFILE
SEE SHEETS 11 AND 12 FOR -DET- PROFILE
SEE DETAIL SHEET 2-Q FOR DETOUR DESIGN
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m s PROJECT REPERNCE NO. iHE! NO.
B-3611 7
m - RAY RHEET NO.
ROADWAY DENiN HYDRAUUU
NONffR NONEER
A
INCOMPLE E PLANS
M NOT use FOR /i ACOORRI@i
ZZ PRELIMIN RY PLANS
9Q(1 DO NOr USE CONSTHUMON
/ 4s PI S/o 61+97,52
- 27 391 57Z(RT)
D - 4'10' 55B'
L - 4940'
T - 2497-W
R - 1370.00
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= BL-7 PING 40+79.00= a"tm J
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NOTE: ALL UNDERGROUND UTILITY DATA WAS
LOCATED BY TRANSFERENCE FROM DRAWN
PLANS FURNISHED BY THE UTILITY OWNERS lvv?
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REVISIONS

29-MAY-2008 09:41
r:\roadwa \ ro \b3611-rdy-psh&dgn
B/17/99
.dlg a\ .
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ROOM DOGN NYDtMUUC!
lNUNEER ENGMUR
INCOMPLE E PLANS
W NUT USE PoE /v AcouwrnoN
PRELIMIN RY PLANS
DU NUT V98 OUN9TSUCIIUN

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