20060939 Ver 2_Maps_20080108

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see SIeBI 1•B Fa Carlvertligpl SymbdODy
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O DURHAM '° PR~1~ ; i
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VICINITY MAP
ATION 10+00.000 -L-
;GIN TIP PROJECT U-4010
STATE ®F N®RTH CAR®LINA
I~IVISI®N ®F HIGHWAYS
DURHAM
coux~
LOCATION: DURHAM_ -_NC 98 LHOLLOWAY ST ~ FROM_ EAST OF US 70
_ _ _ _ _ _ _ _ _ BYPASS TO EAST OF ,JUNCTION ROAD
TYPE OF WORK WIDENI11iG DRAINAGE,_GRADI11iG.PAVING_
CURB_f~' ~UTTER_AND_SIGNALS __
BEG. CONST. g ~~
o
NC 98 (HOLLOWAY ST.) W~ ~' O
AT US 70 EB RAMP ~o > jv~i '~ _~
SEE SIGNAL PLANS ~ ~ ~~" Q r 1~ 0 (
~ ~ ~ ~ r~~ iii
( ~ ~
r.... ~ !, , - ~ V
M TO DURHAM ~ ~ i ~~ a ~'.+~~ ! NC 98
(HOLLOWAY ST.~
d' ~ ~
0 400+~ '
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'k PROPOSED OR UPGRADED TRAFFIC SIGNALS
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0-4010 1
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THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF DURHAM
CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH RAILROAD ON
THE INSTALLATION OF SIGNAL EQUIPMENT AND ADJUSTMENT OF RAILROAD CROSSING
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pr~ora ~ xle ana d,
DIVISION OF HIGHWAYS
~ 50 5 0 loo ADT 2003 = 25100 LENGTH ROADWAY TIP PROJECT U-4010 = 0.373 MI ieao a+r~e xraj. D~, xc, i~6io
ADT 2030 = 34,000 TOTAL LENGTH OF TIP PROJECT 0-4010 = 0.373 MI ~'~'"~'~`D '~"~'~l701~
PLANS DHV = 10 %
0 25 0 0 D = 64 %
100 RIGHT OF WAY DATJ~ JASON MOORE. PE
~ _ PdO~
T = 4 % ' JANUARY 23.2003
PROFILE (HORIZONTALS y = 40 MPH
IrST17NG ~~; IQ:VIN E. MOORE. PE
` 1 5 0 1 $0 NOVEMBER 21.2006 AtO~A~''`
r) R ~ 1% & DUAL 3%)
ooncuG nrcrnr•eii
10.t sh 0512612006 10:19;32 AM
HYDRAULICS ENGD~EIR
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Z
PRBLIMINARY PLANS
0o nor oa ~ w~snaron
STATE OF NORTH CAROLDIi!
ROADWAY DESIGN stun nssr«
ENGAlfiER DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMIltIISTRA1701

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
~'I[[°'~`d"lE ~1F P~i~IS'1[°'l~d ~AII~~d.,dI~TA
~Dd~d~bc~9l~ ~~' ]HBGs~[WA~I ~
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY
-""-""-
State Line
County Une ----'--
Township Line ------
----
City Line
Reservation Line - - -
Property Line
Existing Iron Pin
Property Comer -~
Property Monument
Parcel/Sequence Number
Existing Fence Line -x-X-X-
Proposed Woven Wire fence e
Proposed Chain Link Fence e
Proposed Barbed Wire Fence ~
Existing Wetland Boundary - - - -'~- - - -
Proposed Wetland Boundary ^'
Existing Endangered Animal Boundary ~^°-
Existing Endangered Plant Boundary °°
BUILDINGS AND OTHER GULTURE,°
Gas Pump Yent or lYG Tank Cap o
Sign
Well °
Small Mine ~'
Foundation ~
Area Outline 0
Cemetery 0
Building
School [~
Church
Dam
HYDROLOGY
Stream or Body of Water
Hydro, Pool or Reservoir [____]
Jurisdictional Stream -~s... -
BufferZone 1 -ez i -
BufferZone 2 -~~-
Flow Arrow ~-
Disappearing Stream ~- -
5pring o~' ~'-'
Swamp Marsh ~
Proposed Lateral, Tail, Head Ditch ~
False Sump m
RAILROADS.°
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned -
RR Dismantled -
RIGHT OF WAY
csx ra°vsrcwrua
0
NIlfPOST 15
sw~
Baseline Control Point
Existing Right of Way Marker ~
Existing Right of Way Line -
Proposed Right of Way Une -~-
Proposed Right of Way Une with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Auess --~;~-
Proposed Control of Access -~~-
Existing Easement Line --E--
Proposed Temporary Consirucfion Easement - e
Proposed Temporary Drainage Easement- -te~-
Proposed Permanent Drainage Easement- --roE-
Proposed Permanent Utility Easement -rue-
ROADS AND RELATED FEATURES.'
Existing Edge of Pavement --
Existing Curb --
Proposed Slops Stakes Cut - - - ~ - - -
Proposed Slops Stakes Fill --- F ---
Proposed Wheel Chair Ramp
Proposed Wheel Chair Ramp Curb Cut -
Curb Cut for Future Wheel Chair Ramp - cFR
Existing Metal Guardrail
Proposed Guardrail T T
Exsting Cable Guiderail "
Proposed Cable Guiderail "
Equality Symbol Q
Pavement Removal
I~E'GETATION.~
Single Tree -
Single Shrub -
Hedge
Woods Line -
Orchard
Vineyard
€~
a
~~Qa
vtneyare
EXISTING STRUCTURES.'
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wcll, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Bax; Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UT7LITIES.°
POWER;
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
IJ~G Power Cable Hond Hole
H-Frame Pole
Recorded ll-G Power Line
Designated USG Power Line (S.U.E.")
WATER:
Water Manhole 0
Water Meter o
Water Valve
Water Hydrant -0
d U-G W
R
d
i
ecor
ater L
e
ne
teat Designated lYG Water Line (S.U.E,'r--- - - - -•- - - -
~ ~~ ~' ~ Above Ground Water Line °~~ ."tee

~oN~ ~ N:
N Satellite Dish ~
}--------C N Pedestal
^~B N Tower
----- lYG N Cable Hand Hole (~
0 Recorded lJ-G N Cable
° Designated USG N Cable (S.U.E ") - - - -N- - - -
Recorded LYG Fiber Optic Cable -~ ro-
Designated USG Fiber Optic Cable (S.U.E."}- -
----r,o---
b
-~
-~
0
.--e
TELEPHONE;
Existing Telephone Pole +
Proposed Telephone Pole -0~
Telephone Manhole
Telephone Booth ~
Telephone Pedestal ~
Telephone Cell Tower ~,
LYG Telephone Cable Hand Hofe
Recorded lYG Telephone Cable
Designated lLG Telephone Cable (S.U,E.*)- - ---T----
Recorded lLG Telephone Conduit ~_-
Designated lYG Telephone Conduit(S,U,E,"~ - ---n----
Recorded lLG Fiber Optic Cable 'ro-
Designated lVG Fiber Optic Cable (S.U.E.")- - - - -~ ro- - -
GAS;
Gas Vabe 0
Gas Meter
Recorded lYG Gas Line
Designated lYG Gas Line (S.U.E,*) ----~----
Above Ground Gas Line °" `°'
SANITARY SEWER;
Sanitary Sewer Manhole
Sanitary Sewer Cleanout ~
lYG Sanitary Sewer Line n
Above Ground Sanitary Sewer °~~ 5°~~~arY 5~ar
Recorded SS Forced Main Line F°°
Designated 55 Forced Main Une (S.U.E,*) - - - - -rn- - - -
MISCELLANEOUS;
Utility Pole ~
Utility Pole wish Base p
Utility Located Object o
Utility Traffic Signal Box
Utility Unknown L6G Line -~n-
USG Tank; Water, Gas, Oil 0
AEG Tank; Water, Gas, Oil 0
lYG Teat Hole (S.U.E.*) ~
Abandoned According io Utility Records --- AA~R
End of Information E.0.1,

P
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N
PAVEMENT SCHEDULE
C1 PROP. APPROX. 1.5" ASPHALT CONCRETE 9URFACE COURSE, TYPE 98.5B,
AT AN AVERAGE RATE OF 188 LBS. PEA SD. YD.

CZ PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 188 LBS. PEA SO. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE 9URFACE COUASEh TYPE 98,58,
C3 AT AN AVERAGE RATE OF 112 LBS. PER SO. YD. PER 1 DEPTH. TO
8E PLACED IN LAYERS NOT TO EXCEED 1N1" IN DEPTH.
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.OB, AT AN AVERAGE RATE OF 456 LBS. PER 30. YD.

DZ PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
flPE I19.08, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21~" IN DEPTH OR
dREATER THAN 4" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.08,
AT AN AVEAAdE RATE OF 458 LBS. PEA SO. YD.
E 2 PROP APPROX. 41~" ASPHALT CONCRETE BASE COURSE, TYPE B25.08,
AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD.

E 3 PROP. VAR, DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 826.08,
AT AN AVERAGE RATE OF 114 LBS. PER 30. YD. PEA 1" DEPTH. TO
8E PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51~" IN DEPTH.
J1 PROP. 8" AGGREGATE BASE COURSE
R1 2'-8" CONCRETE CURB b GUTTER
R Q 5" MONOLITHIC CONCRETE ISLAND (KEYED IN).
S 4" CONCRETE SIDEWALK.
T EARTH MATERIAL.
EXISTING PAVEMENT.
V MILLING
SEE SHEET 3A FOA LOCATIONS OF MILLING OF THE EXISTING PAVEMENT
W WEDGING
NOTE: PAVEMENT EDGE SLOPES AAE 1;1 UNLESS SHOWN OTHERWISE.
C SURYEY
E%ISTING
~~
~ ~
U
4R 7.75k ~ ~~~ 9"
NUN, 2 V4" V4"
Z MIN. MIN. 3°
Detail Showing Method Of Wedging MI"'
y'~ s~E ~ C1
EXISTING GROUND x'TEC110N5
O.D2 RH1 <
_ VAE SEE ~ECnONS !y
EXISTING GROUND T ~~ T.5"
TYPICAL SECTION N0. lA
USE TYPICAL N0.1A AS FOLLOWS:
~ STA. 21+50.00 TO STA. 24+36,86
-lr STA. 24+93.11 TO STA 27+00.00
SEE TRAFFIC CONTROL PLANS
-L- NC 98 (HOLLOWAY STREET)
RAMP ~
USE TYPICAL N0.1 AS FOLLOWS:
EXISTING
i
TYPICAL SECTION N0.1
~- STA 10+00.00 TO STA. 29+70.00
-RPD- STA. 10+08.00 TO STA 11+D0.1T
STING GROUND
NOTES:
w SEE PLANS FOR PAYFMEM TRANSRIONS
NN 4 BCONC.ISlANO LOGTION YAAES SEE PWrS
T SHARED BICYCLE -VEHICLE IANE
Wedging Detail For Resurfacing

V.
P
m
_y_ (SOUTHERIAND STREET)
B R VAR. 18 RTO EXISTING"` B R
12R 12R
D.SR k R 0.5R
R
EXISTING GROUND ~ T Rl C W GPADE C Rl T
~a;~~ o.m RR D1 a.o1 +en oln RR Di o,m fiR
_ _ITING PAV _ T _ _ ,~~
O.S R ~ 11' Y u 0. R
LOCATION VARIES -SEE PLANS E~
GRADE TO THIS LINE
TYPICAL sECrION No. ~
Y~- HOOVER ROAD)
B R VAR 32 R TO CXISTiNG~ B R
i 14 R 14 R i
EXISTING GI
10.02 fMf I I I I UI 0.02 f4ff I / 0.02 f-R uI I I I I~
G~ _ _ITING PAV E _ ,~~
0.5 R E1 11• Y U ~ .s
GRADE TO THIS UNE LOCATION VARIES -SEE PLANS
TYPICAL SECTION N0.3
_yy_ (JUNCTION ROAD
8 R VAR 40 RTO EXISTING*
I _ 12 R _ _ VAR. 24 RTO EfOSTING*
0.3 R
NA'Re~.1 ~ 10.02 AR I I I I Dl 0.02 RR I 0.02 RR
_ !~ _ I:XSRING PAVE Ff1T _
m EXISTING GROU17L7
a
m E~ 11"
0 o.s R Y U
GRADE TO THIS LINE LOCATION VARIES -SEE PLANS
q
J~
0'~
'~ TYPICAL SECTION N0.4
r`
i
n
USE TYPICAL N0, 2 AS FOLLOWS:
Y- STA 10+83.84 TO STA. 11+48.00
MIN. RESURFACING FROM
-Y- STA 11+48.D0 TO 11+80.00
E>OSTiNG GROUND
USE TYPICAL N0.3 AS FOLLOWS:
EXISTING GROUND
0,5 k
-Y1- STA. 10+10.00 TO 5TA. 11+78.07
-Y1- STA. 13+37.71 TO STA. 14+S3J0
MIN. RESURFACING AND WIDENING FROM
-Yl- STA. 14+53.70 TO 14+60.00
USE TYPICAL N0.4 AS FOLLOWS:
-Y2- STA 10+79.50 TO STA 14+55.00
2 R 5 R MIN. RESURFACING AND WIDENING FROM

Rl
T -Y2- 5TA 14+55.00 TO 1i+10.00
,0 AR
Yp
1~

O.S R
R 4.1,~

EXISTING GROUND
GRADE i0 THIS LINE
NOTES;
• SEE PLANS FOR PAVEAIEM TRANSRIONS
RO1lLT AlRRlNC! N0, bH!!~ N0.

RHI SHEET N0.
AADWAY DESIGN PAVEMENT DESIGN
lNGINlER g~GINl91

PRELIbIFNARY AE;AN5
EO .ti0TU5E fDq ('DNST.~L'CI'INJ
C2 3", TYPE S9.58
D1 4", TYPE I19.OB
E1 4", TYPE 825.06
E2 41~", TYPE B25.OB
R1 2'•B" CONC. C & G
T EARTH MATERIAL
~ EXISTING PAVEMENT

V MILLING
SEE SHEET 3•A
W WEDGING

i
8
I~I3 76
_~ 9 7 1~ 14 B 779
.Y ~ 10 }
910 971 711
NC 9! (HOLLOWAY ST) ~ R ~
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