HomeMy WebLinkAbout20141169 All Versions_Permit Drawings_201206076
6
IISea Shaaf 1-A For hdax of Sheafs
See Sheet 1-B For Coneflot Symbols
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I/ 2 BEGIN PROJECT
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1114
VICINITY MAP
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I 11
JONES & CRAVEN
COUNTY
LOCATION; US 17 FROM SOUTH OF NC 58
TO THE NEW BERN BYPASS
TYPE OF WORK, GRADING, DRAINAGE, PAVING,
SIGNALS, AND STRUCTURES
0
a
NO END BRIDGE
-E -STA 2Z }22,2
BEN m
Y500
TIO0 } a
STA, ?? 4 22 22
BEGIN I
E- STA
4
TRENi RIVER \
SH O
NO.
BEGIN CONSTRUCTION
M�
-Y3A -STA. 13 +91.15
R -2514D
r�
DIVISION OF HIGHWAYS
rg
BEGIN CONSTRUCTION 1 eo
P.AP0.0 M
`o
Y3B STA. 10 +13.55 I GO511H BRANCH
110
�I
Oi
Y
�0
ADT 2035 = 15,100
DHV = 1 °I°
YL7 END BRIDGE
1060 Birch Ridge Dr., Raleigh NC, 21610
Y E- STA.2i +li2l
f � -E -STA 22 }2222
JONES & CRAVEN
COUNTY
LOCATION; US 17 FROM SOUTH OF NC 58
TO THE NEW BERN BYPASS
TYPE OF WORK, GRADING, DRAINAGE, PAVING,
SIGNALS, AND STRUCTURES
0
a
NO END BRIDGE
-E -STA 2Z }22,2
BEN m
Y500
TIO0 } a
STA, ?? 4 22 22
BEGIN I
E- STA
z
0
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N
oo*
01W
-2
N
ooz
N 3w
z 00
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nrvm
-Y5 -STA.
BEGIN CONSTRUCTION
-Y6- STAh
JFH M�FFf R 100 RI
Oq� �
oo$,Iglo
'ATR
TRENi RIVER \
SH O
NO.
BEGIN BRIDGE
.Co
R -2514D
- 1- STA. ?z -2Tiz
DIVISION OF HIGHWAYS
BEGIN CONSTRUCTION 1 eo
P.AP0.0 M
WIN
Y3B STA. 10 +13.55 I GO511H BRANCH
3444211
Y
50 25 0 50 100
ADT 2035 = 15,100
DHV = 1 °I°
d END BRIDGE
1060 Birch Ridge Dr., Raleigh NC, 21610
f � -E -STA 22 }2222
RDi , I r
GS1 I' 1 u END CONSTRUCTON
a
PLANS
Tp RIG BEGI CONSTRUCTION -DM- STA.24 +91.42
-DRV2- P.129.37
I
PE,
,
7 I°1.°W311
LENGTH OE STRUCTURES TIP PROJECT R -2514D = 0.00 mi.
0 1
� I
scSITURE:
I
END CONSTRUCTION END CONSTRUCTION END CONSTRUC110N
50 25 0 50
100
DRV2- STA. I6 00.00 43- STA. 38 -001 -4- STA.40 +00.00
TOTAL LENGTH Of TIP PROJECT R -2514D = 6.383 mi.
JUGHT OF IVAY DATE;
MARCH 15, 2013
STA.300 +00,00 -� -BEGIN TIP PROJECT R -2514D
%p ope
Op PROROR
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL. BOUNDARIES.
+
THIS IS A CONNOIBED- ACCESS PROJECT WITH ACCESS BEING BIMITED TO INTERCHANGES.
U
L CLEARING ON THIS PROJECT SHABB BE PERFORMED TO OMITS ESTABUSHED BY METHOD
10 5 0 10
20
iiST =4 % DUAL =3 °%
z
0
Lo
N
oo*
01W
-2
N
ooz
N 3w
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-Y5 -STA.
BEGIN CONSTRUCTION
-Y6- STAh
JFH M�FFf R 100 RI
Oq� �
oo$,Iglo
'ATR
RATS PRECT RPRRRNCR NOS
SH O
NO.
.Co
R -2514D
I
DIVISION OF HIGHWAYS
BEGIN BRIDGE
-E -:��- END CO N
46- STA. 18 +28 01
1��5RS
0
Q
.,0
oa
'7a
^°0
N , STA. 631 +00.00 -L- END TIP PROJECT R-2514D
GR9PHIC SCALES
'ATR
RATS PRECT RPRRRNCR NOS
SH O
NO.
TOTAL
SHEETS
.Co
R -2514D
I
DIVISION OF HIGHWAYS
STAIR PRWx
P.AP0.0 M
WIN
3444211
PE
50 25 0 50 100
1��5RS
0
Q
.,0
oa
'7a
^°0
N , STA. 631 +00.00 -L- END TIP PROJECT R-2514D
GR9PHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prpr� in Ile Office ff.
MRAULICS ENGINEER
DIVISION OF HIGHWAYS
ADT 2015 = 10,600
50 25 0 50 100
ADT 2035 = 15,100
DHV = 1 °I°
LENGTH Of ROADWAY, TIP PROJECT R -2514D = 0.00 mi.
1060 Birch Ridge Dr., Raleigh NC, 21610
0R NOR? h
ad °�i
201,STA,VE& SPECIFiCSTioxs
PLANS
PE,
,
D = 65 %
LENGTH OE STRUCTURES TIP PROJECT R -2514D = 0.00 mi.
scSITURE:
ROADWAY DESIGN
ENGIA'EER
50 25 0 50
100
°
T = 1 1°
=
V 10 MPH
TOTAL LENGTH Of TIP PROJECT R -2514D = 6.383 mi.
JUGHT OF IVAY DATE;
MARCH 15, 2013
JAMES A, SPEER, P,E,
%p ope
Op PROROR
PROJECT uGINEER
PROFILE �HORIiONTALj
10 5 0 10
20
iiST =4 % DUAL =3 °%
LETTING DATE,
DANIEL W. GARDNER,1, P.E.
MC CLASS = FREEWAY
MARCH 11, 2015
PROJECT DESIG,V E%REER
STATEWIDE TIER
P.E
PROPILE IVERTICAL�
ix
I
SIGI 1ti'11
Note: Not to Scale STATE OF NORTH CAROLINA
'S U°E = Subsurface Utility Engineering DIVISION OF HIGHWAYS
C PLAN HE SYMBOLS
BOUNDARIES AND PROPERTY
Stole line - - - °-
tounry Gne RAILROADS.'
Township Line — — — Standard Gauge +++++++i
csNTRMSPORTATON Orchard
City Line - -- RR SignalMileposf N,E0
❑ Vineyard
Reservation Line — — — Switch
SWITCH
Property Line
— — RR Abandoned
Existing Iron Pin
DIP RR Dismantled -- - - - - --
Property Corner
— —x RIGHT OF W.
Property Monument
EN Baseline Control Point
Parcel /Sequence Number
t3 Existing Right of Way Marker
Existing fence line
- x —x —x- Existing Right of Way Line - --
Proposed Woven Wire fence
9 Proposed Right of Way Line
Proposed Chain Link fence
E Proposed Right of Way Line with
Pro ooe Barbed Wire fence
A Iron Pin and Cap Marker
EXISTING STRUCTURES.,
WATER:
Water Manhole 0
Water Meter o
Water Valve 9
Wafer Hydrant
N��eyord
Recorded N Wafer Line W—
Designated N Water Line -- - -� - --
Above Ground Wafer Line a/G WOfer
MAJOR:
Bridge, Tunnel or Box Culvert cGNc
Bridge Wing Wall, Head Wall and End Wall - ) CONC ww
MINOR:
Head and End Wall C NC "W
Pipe Culvert
footbridge ---- - - - - -�
p Line with Proposed Right of Way Drainage Box: Catch Basin, DI or JB
m n
Existing Wetland Boundary --- "`e - -- Concrete or Granite R/W Marker
Paved Ditch Gutter
Proposed Wetland Boundary —ee— Proposed Control of Access Line with tA
Storm Sewer Manhole
Existing Endangered Animal Boundary —Eae-
Concrete C/A Marker
—EPa— Existing ConfrolofAccess _�— Storm Sewer
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site — Proposed Control of Access
Potential Soil Contamination: Area or Site — Existing Easement Line - -E --
BUILDINGS AND OTHER CULTURE Proposed Temporary Construction Easement- Tank Cap —E
Gas Pump Vent or N —
Proposed Temporary Drainage Easement— —M—
Proposed Permanent Drainage Easement — —PDE-
Sign
s
Well
°
Small Mine
Iron Pin and Cap Marker
foundation
❑
Area Outline
0
Proposed Permanent Drainage /Utility Easement —DUE-
Proposed Permanent Utility Easement —ruE-
Proposed Temporary Ufility Easement —ruE-
Proposed Aerial Utility Easement —U—
Cemetery
TELEPHONE;
Proposed Permanent Easement with
Building
fL_fl
Iron Pin and Cap Marker
School
""
ROADS AND RELATED FEATURE,
Church
+
Existing Edge of Pavement
- - - - ° - --
Recorded N fiber Optic Cable
Existing Curb
Dam
---- 1vFa - --
0
Geoenviron mental Boring
Telephone Cell Tower
Proposed Slope Stakes Cut
HYDROLOGY'
N Telephone Cable Hand Hole
Proposed Slope Stakes fill
Stream or Body of Wafer
Recorded 0 Telephone Cable
Proposed Curb Ramp
— — —
Hydro, Pool or Reservoir
[]
Existing Metal Guardrail
Jurisdictional Stream
—s— -
Proposed Guardrail
Buffer lone 1
—sz l —
Existing Cable Guiderail
Buffer Tone 2
—872—
Proposed Cable Guiderail
flow Arrow
¢ — —
Equality Symbol
Disappearing Stream
— —
Pavement Removal
Spring
VEGETATION-
Wetland
Single Tree
Proposed Lateral, Tail, Head Ditch
r�
Single Shrub
False Sump
Hedge
Woods Line
UTILITIES:
POWER:
Existing Power Pole —
Proposed Power Pole
Existing Joint Use Pole -
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
N Power Cable Hand Hole
—
H -frame Pole
Recorded USG Power Line
Designated N Power Line jS.U,E.')
�[B
0
0
1:1
H
TV:
TV Satellite Dish
TELEPHONE;
TV Pedestal
D
TV Tower
+
TG TV Cable Hand Hole
""
Recorded N TV Cable
T T T T
— —
Designated N TV Cable S.U.E. *)
- - - - ° - --
Recorded N fiber Optic Cable
-11 °N—
Designated 0 Fiber Optic Cable (&U,E,N�
---- 1vFa - --
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated N Gas Line jS.U,E,') - - -
- - --
Above Ground Gas Line A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole 0
Sanitary Sewer Cleanouf 0
0 Sanitary Sewer Line —SS—
Above Ground Sanitary Sewer A/c say fa y sewer
P—
Recorded SS forced Main Line —F55—
Designated SS forced Main Line (S,U,E ") - --- -M - - --
C
E
TELEPHONE;
Utility Pole
CR
Existing Telephone Pole
+
rrr
Proposed Telephone Pole
0
T T T T
Telephone Manhole
0
"
Telephone Booth
0
Telephone Pedestal
0
Geoenviron mental Boring
Telephone Cell Tower
9 Test Hole i5.0 E,')
®
N Telephone Cable Hand Hole
AATUR
End of Information
Recorded 0 Telephone Cable
Designated N Telephone Cable jS.U.E. *)- - - -- - - --
d
Recorded 0 Telephone Conduit
—
Designated N Telephone ConduitjS,U,E,'t -
- -- - --
Recorded 0 fiber Optics Cable
— "-
Designated N fiber Optics Cable jS.U.Et -
- - - IPQ - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
p
Utility Traffic Signal Box
Utility Unknown N Line
— —
N Tank; Wafer, Gas, Oil
Underground Storage Tank, Approx. loc.
A,G rank; Water, Gas, Oil
Geoenviron mental Boring
9 Test Hole i5.0 E,')
�
Abandoned According to Utility Records —
AATUR
End of Information
E'O'I'
PAVEMENT SCHEDULE
� REUMINARY PAVEMENT DESIGN
ci
PROP APPROX.2' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
I PAVEMENT DESIGN
ENGINEER
ENGINEER
AT AN AVERAGE RATE OE 224 IBS. PER SQ, YD.
J1
PROP 8" AGGREGATE BASE COURSE
C
PROP APPROX.3' ASPHALT CONCRETE SURFACE COURSE,TYPE S9.5,
AT AN AVEPAGE RATE OE 168 IBS, PER SQ, YD. IN EACH OE TWO LAYERS
12
PROP, VAR. DEPTH AGGREGA E BASE COURSE
C3
V. APPROX.Iµ° ASPHALT CONCRETE SURFACE COURSE, TYPE S9 H,
P
PRIME COAT AT THE RATE OF 0.35 GAI PER SQ, YD,
AT AN AVERAGE RATE OF 168 IBS PER $Q,YD,
STA 528 +3657 -1 -IEND BRIDGES TO -I- STA. 560 - 40.18 +- BEGIN BRIDGE
PROP. VAR. DEPTH ASPHAIT CONCRETE $URFACE COURSE, TYPE $9,5B, AT
C4
AN AVERAGE RATE OF 112 IBS. PER SQ, YD. PER 1' DEPTH TO BE PLACED
R
2'4" CONCRETE CURB AND GUTTER
IN LAYERS NOT LESS THAN 1f" OR GREATER THAN 2' IN DEPTH,
2) USE 3:1 OR STEEPER FILL SIOPE IN WETLAND AREAS
DI
PROP. 0PROX.2W° ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119.08,
S
4" CONCRFPE SIDEWAIR
-I- STA 431 +50,00 ILTI TO -I- STA 433 +50.00 ILL)
AT AN AVERAGE RATE OE 28$ IBS. PER SQ, YD.
I
-I- STA, 432 +50.00 IRTJ TO -I- STA, 434 +50.00 IRT
D2
PROP APPROX 3' ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119,08,
T
EARTH MATENAI
12' 24' 46' 24' 12'
AT AN AVERAGE RATE OF 342 IBS. PER SQ, YD.
D3
PROP APPROX 4" ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 1192,
U
EXISTING PAVEMENT
AT AN AVERAGE RATE OF 456 IBS. PER SQ, YD.
15' WGR
PROP, VAR. DEPTH ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119,OB,
I STA 441 +00.00 IRTJ TO -I- STA 445 +50.00 IRTI
D4
AT AN AVERAGE RATE OE 114 IBS. PER SO YD PER 1" DEPTH TO BE PLACED
PROPOSED ASPHAIT PAVEMENT MIMING VAR. 0' TO 31
IN LAYERS NOT LESS THAN 2y2' OR GREATER THAN 4' IN DEPTH,
Ei
PROP APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE K5.0,
AT AN AVERAGE RATE Of 456 IBS, PER SQ. YD
W
VARIABLE DEPTH ASPHAIT PAVEMENT !SEE WEDGING DETAIII
E2
PROP. APPROX. 47;" ASPHAIT CONCRETE BASE COURSE, TYPE B2iOB'
Y
PROPOSED MILE RUMBLE STRIPS STD 665,011
AT AN AVERAGE RATE OF 513 IBS PER SO, YD
ISEE
1 I 6
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE BKOB,
E3
AT AN AVERAGE RATE OF 114 IBS, PER SQ, YD PEP I" DEPTH TO BE PLACED
0
-I- STA. 455 + 00.00 ILTI TO -I- STA. 455 +50.00 IITI
IN LAYERS NOT LESS THAN 4' OR GREATER THAN 5�' IN DEPTH.
NOTES: 1', PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
2I MITI EXISTING PAVEMENT AT END OF GRADE T&N IOCATIONS.
PROTECT REFERENCE NO SHEET N0.
R -25140
2
ROADWAY DESIGN
I PAVEMENT DESIGN
ENGINEER
ENGINEER
NCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
RELIMM RY PLANS
DO NOT USE PO CONSTRUCTION
USE TYPICAL SECTION NO.1 TOR:
I- STA 300 +0000 TO -I- STA. 319 -6440 -4 IBEGIN BRIDGE)
STA 321 +14.73 +� )END BRIDGE) TO -I- STA, 371 +60.00 )BEGIN BRIDGE)
I- STA. 375 +4000 -I- I[ SID BRIDGE) TO -I.- STA. 388 -20.00 IHISIN BRIDGE)
STA. 400 +00.00 - IEND BRIDGE) TO -I- STA. 427 -9129 +' )BEGIN BRIDGE)
I- STA 429 +15,50 +/- )END BRIDGE) TO -I- STA 525 +0568 +'- )BEGIN BRIDGE)
STA 528 +3657 -1 -IEND BRIDGES TO -I- STA. 560 - 40.18 +- BEGIN BRIDGE
I- STA 561 +90.24 +l- )END BRIDGEI TO -I- STA 623 +3500
NOTES:
1J END CONSTRUCTION -I- STA 638 +24.74
2) USE 3:1 OR STEEPER FILL SIOPE IN WETLAND AREAS
I- STA, 303 +00.00 IITJ TO -I- 5TA 304 +00.00 ILTI
-I- STA 431 +50,00 ILTI TO -I- STA 433 +50.00 ILL)
I
-I- STA, 432 +50.00 IRTJ TO -I- STA, 434 +50.00 IRT
6 STA. 436 +50.00 IRTJ TO 1 STA. 438 +00.00 IPT
10' 6' 13'
12' 24' 46' 24' 12'
30' I- STA.437 +00.00 ILTI TO -I- 5TA 441 30.00 IITJ
15' KR
15' WGR
I STA 441 +00.00 IRTJ TO -I- STA 445 +50.00 IRTI
?N
STA, 444 +50.00 ILTI TO -I- 5TA 447 +00.00 IITI
PS
1 I 6
6
PS
0
-I- STA. 455 + 00.00 ILTI TO -I- STA. 455 +50.00 IITI
-I- STA, 457+50.00 ILTI TO -I- STA. 459 +00.00 IITI
I0
fDP
C2 fDP
GRADE
fDPS
GRADE C2
IDPS
C2
�
Z
I STA 462 +50.00IJT TO I STA 463 +00.00 IITI
10-4
POINT
POINT
t
STA, 463 +00.00 IRTJ TO -L- STA, 464 +00.00 IR>
CABLE
-I- STA 472 +50.00 IRTJ TO -L- STA 474 +50.00 IRTI
3 :1
,a25
B2 6:1 GUIDERAII 6 T
,�02
ohs
o25 04
-I- STA, 473 +50.00 IITI TO -I- STA. 475 +00.00 IITI
TO 61
6,1
61
6
6:1
-1- STA 476 +00.00 IRTJ TO -I- STA 477 +00.00 IPT
14
14
STA.479 +00.00 IT TO -I- 5TA 480 +00.00 LT
I I I I
Y
P 12 D2
Y
Y
D2 12 P
I STA 482 +00.00 ILTI TO I STA 482 +50.00 IITI
T
11 T T Jl T
3,7
VARIABLE I- STA, 490 +00.00 IR> TO -I- STA, 491 +00.00 JRTI
GRADE i0 THIS TINE GRADE i0 THIS TINE
SITE
. 2 +00.00 IITI
-I- STA. S90+50.00 II TO -I- STA 49
SEE X- SECTIONS LT
-I- STA, 493 +00.00 IRTJ TO -I- STA, 495 +50.00 IRT
I STA 493 +50.00 ILTI TO I STA 496 +00.00 IITI
I- STA, 503 +50.00 IRTJ TO -I- STA.506 +50.00 IRiI
-I- STA 520 +00.00 ILTI TO -I- STA 520 +50.00 IITI
TYPICAL SECTION NO, I
-I- STA. 520 +00.00 IRS TO -I- 5TA 520 +50.00 IRT
-I- STA. 527+50.00 ILTI TO -I- STA. 518 +50.00 IITI
-I- STA. 529+50.00 ILTI TO -I- STA 531 +50.00 IITJ
I STA 531 00,00 I9I TO -1 STA, 531 +5000 IRTJ
-I- STA. 535 +00.00 IRTJ TO -I- STA.536 +00.00 IRT
-I- STA 536 +15.00 ILTI TO -I- STA 537 +00,00 IITI
d
-I- STA. A +00.00 ILTI TO -I- STA 551 +50.00 III
P
6 STA. 548 + 50.00 IRTJ TO l STA 553 +00.00 IPT
0
I- 9A.562 +00.00 ILTI TO -I- STA 563 +50.00 IITI
ri
a
I STA 584 +00.00 ILTI TO -I- 5TA 588 +50,00 IITI
-I- STA. 584 +50.00 IRTJ TO -I- 5TA 586 +50.00 IRTJ
N
-I- STA 591+00.00 ILTI TO -I- STA. 592 +5000 Illl
�!
-I- STA 591 +50.00 IPi TO -I- STA. 593 +00.00 IRTI
0.
I STA 610 00,00 ILTI TO -I STA 612 +00.00 IITJ
L- STA. 626 +25.00 IRTJ TO -I- STA. 627 +75.00 IPT
00
N3
I�
ZD
�j
NOTE: USE MILLED RUMBIE STRIPS FOR MEDIAN AND
Zq
OUTSIDE ASPHAIT PAVED SHOUIDERS, SEE STD, 665,01
014
d
P
T
0
ri
a
d
N
�Y
,f
0 OE
Q0�
N 3L
Z D�
70
i
i
000
i
-Y3-
40' IEMRNGI
TYPICAL SECTION NO, 2
j -RAMPS-
VARIES 10'
O' TO 16'
0
W
F
K C2 R
w
FY D2
TO THIS LINE
INSET A
UJt IYRIIAL�WIVN KI hUR;
-Y3- STA. 18+50.00 TO -Y3- STA, 34 +5000 USE WITH iYPICAE SECTION N0.2:
Y3- STA. 19 +34.00 IETI TO -Y3- STA. 19 +94.00 LET
NOTES; -Y3- STA 22 +02,00 I1r TO -Y3- STA. 23-50,00 IETI
11 TRANSITION EOT WIDTH FROM 15' TO 40' -Y3- STA, 30 +6500 (ETI TO -Y3- STA. 31 +25,00 11 j
-'� -Y3- STA. 14 *50.00 TO -Y3- STA. 18 +50.00 -Y3- STA. 33 +340 IETI TO -Y3- STA. 35-001 IETI
\ 2I TRANSITION EOT WIDTH FROM 40' TO 26'
Y3 STA, 34150.00 TO Y3 STA, 38 +00,00
TYPICAL SECTION N0.3
q 400PS-
-Y3- STA, 27 +60,00 IRT TO -Y3- STA, 38 +0000 IRTI
USE TYPICAE SECTION NO.3 FOR
- Y3RPA- STA. 10 +00.00 TO - Y3RPA- STA. 30 +0002
- Y3RPD- STA 10 +00.00 TO - Y3RPD- 5TA.26 +40.83
- Y10RPA- STA 10 -00.00 TO -f RPA- STA 18 +17.86 +� IBEGIN BRIDGE)
- Y10RPA- 5TA 20 +18.16 +l- SEND BRIDGEI TO -YIORPA- STA. 38 -02.02
- Y10RPC- STA 10 +00.00 TO -YIORPG STA, 25 -41.37
- Y10RPD- 5TA 10 +00.00 TO - YIORPD- 5TA.24 +45.24
NOTE:
II USE 3:109 STEEPER FIEF SEOPE IN WETLAND AREAS
- Y3RPA- STA. 17 +00.00 IR11 TO - Y3RPA- STA. 18 +50.00 IRT
- Y3RPD- STA. 17 +502 I1I TO - Y39PD- STA. 19 +5000 IETI
-YIORPA- 5TA.26 +00.00 IRTI TO - YiORPA- STA. 26 +50.00 IRl1
S - Y109PA- STA 37 +50.00 IRTI TO - YiORPA- STA 38 +0102 IRTI
- Y109PD- STA, 1040.00 IETI TO - YIORPA- STA 1O *75,00 IETI
Vn L IV IIiIJ LIPa
TYPICAL SECTION NO.4
USE TYPICAE SECTION NO, 4 FOR
- Y3EPA- 5TA.10 -0000 iO -Y91PA -STA. 21 -37.85
- Y3EPD- STA 10 +0000 TO 430- STA. 19 +93,14
- Y10EPA- STA. 10 +0000 iO - YIOEPA- STA. 24+13.14
NCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
IRELIMIN RY PLANS
DO NOT USE FO CONSTRUMON
PAVEMENT SCHEDULE
PROTECT REPERENCE NO
SHEEi N0.
R -25140
2-A
ROADWAY DESIGN I
PAVEMENT DESIGN
ENGINEER
ENGINEER
NCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
IRELIMIN RY PLANS
DO NOT USE FO CONSTRUMON
PAVEMENT SCHEDULE
Y I RUMBLE STRIPS
Y" TYPE S9 5B
C2
3" TYPE S9 5B
C3
$" TYPE S9.SB
C4
VAR, D11 TYPE S95B
Dl
2�' TYPE 119.08
D2
3" TYPE 119,08
D3
4' MI 11908
D4
VAR,D1q TYPE 119OBI
El
4' MI 025.0B
E2
4 /i" TYPE B25.0B
E3
VAR, DEPIHTYPEB2SOB
11
8" ABC
J2
VAR, DEPTH ABC
P
PRIME COAT
R
T-6` CONC, C &G
$
4" CONC, SIDEWALK
J
EARTH MATERIAL
RIVING PAVEMENT
MILLNG
W
VAR, DEPTH PAVEMENT IWIDGINGI
Y I RUMBLE STRIPS
d
T
0
�I
a
d
N
�E
,f
my
0 OE
ou
_a
Q01
N 3L
Z D�
70
Y3A- CUE -DE -SAC
-Y8- CUE -0E -SAC IREVERSEDI
YAW i0 70'
21' (EXISTINGI
'20' IERISTING)
CROWN Cl q
P01Ni
EXIST, fXISi,
/ C-
T U El
GRADE TO THIS
TYPICAL SECTION N0, 5
q -%
TYPICAL SECTION NO. b
C{ -Y4-
10' 32' E -f 10'
VM L IV IIIIJ LII%
TYPICAL SECTION NO.7
q -Y4-
TYPICAL SECTION N0, 8
USE TYPICAL SECTION NO, 5 EOR:
-Y3A- STA, 13 +72,19 TO -Y3A- STA, 15 +0000
' -Y8- STA 31 +37,17 TO -Y& STA, 32 -6900
USE TYPICAL SECTION NO, 6 TOR
'438- STA. 10 +13,55 TO -% STA 11 -16,00
-% STA. 11 +16.00 TO 438- STA. 15 +5000
" -% STA 15 +50.00 TO 43B- 57A.l6 +25.00
USE TYPICAL SECTION NO, 7 f0i:
-Y4- STA. 20+1500 iO 44 STA. 20+50.00
-Y4- STA, 38 +00.00 iO -Y4- STA. 38 +95.00
NOTES:
11 TRANSITION FROM EXISTING TO TYPICA1 NO .7
-Y4- STA. 19 +00.00 TO -Y4- STA. 20 +15.00
21 TRANSITION FROM TYPICAL NO, 7 TO EXISITING
-Y4- STA 38 +95.00 TO -Y4- STA. 0100.00
USE TYPICAL SECTION X0.8 FOR
-Y4- STA. 20 +501 iO -Y4- 57A. 27+15.00 4 J51GIN BRIDGE]
-Y4- STA 29 +45.00 +l- SEND BRIDGES iO -Y4- STA. 38 +00.00
PROTECT REFERENCE NO SHEE +NO.
R -25140 2-B
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMIN RY' PLANS
DD NOT USE PQ CONSTRUCTION
PAVEMENT SCHEDULE
Y I RAMBLE STRIPS
Y" TYPE S9 5B
C2
3" TYPE S9 5B
C3
$" TYPE S9.SB
C4
VAR, DEPTH TYPE S95B
Dl
2�' TYPE 119.08
D2
3 "TYPE 119 O
D3
4' MI 119 O
D4
VAR, DER TYPE 119OBI
El
4' MI 025.0B
E2
4 /i" TYPE B25.0B
E3
VAR, DEPIHTYPEBP5OB
J1
8' ABC
J2
VAR, DEPTH ABC
P
PRIME COAT
R
T F CONC, C &G
S
4" CONC, SIDEWALK
J
EARTH MATERIAL
EXISTING PAVEMENT
MILLING
W
VAR, DEPTH PAVEMENT IWIDGINGI
Y I RAMBLE STRIPS
6
PROTECT REFERENCE NO SHEET N0.
R -25140 2-C
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RY PLANS
DO NOT USE PQ CONSTRUMON
Y5-
-Y6-
3' 20' EXISTING 3'
T T PAVEMENT SCHEDULE
tCl 2" TYPE S9,5B
C2 C3 CROWN C2
S9 SB
C2 3 "TYPE
TIE TO PROPOSED POINT TIE 10 PROPOSED USE TYPICAB SECTION NO, 9 FOR;
SROPE PRO70ON E ST EXIST SIM PROTECTION -Y5- STA. 12+13.89 TO -Y5- STA.13 +9171 C3 lV" TYPE s9.sB
i — — i "46- STA,13 -89.66 TO -Y6- STA 18 +28,01
" C4 VAR, D11 7M SS
7" 7°
El U El Dl 2�" TYPE 119.08
GRADE i0 THIS RINE D2 S"TYPE 119 O
D3 4' MI 119 O
TYPICAL SECTION NO,
D4 VAR,DEPiH TYPE 11 OBI
El 4" TYPE 025.0B
E2 4/i" TYPE B29.0B
E3 VAR, DEPIHTYPEB25OB
11 8" ABC
J2 VAR, DEPTH ABC
DRVI -
-DRV2- P PRIME COAT
'VAR
8' 2' 20' TO 10' 2' R 2' -F CONE Csc
10'
"'12' $ 4" CONC RVALR
J EARTH MATERIAL
C1 GRADE USE TYPICAB SECTION NO, 10 FOR:
T POINT T ° -DRVI- STA 10 +35.00 i0 -DRVI- STA 11 -35.00 U EXISTING PAVEMENT
X02 .o2 � � -DRVI- STA 11 +3500 TO -W- STA 24 +914
qJ V
6" 6" �qR, " -DRV2- STA 10 +29,37 TO -DRV2- STA.13 -8902 MluiNc
i 11" -DRV2- STA. 14 +39.11 TO -DRV2- STA. 16 +00.00
10" PO W VAR, DEPTH PAVEMENT IwEDGwGI
11
y RUMBLE STRIPS
GRADE TO THIS uNE
TYPICAL SECTION NO, 10
4
-Y8A-
8i S' 22' S'
USE TYPICAR SECTION N0.11 FOR:
- Y8A - STA.10 -09 81 TO -Y8A - STA. 57 +81.93
NOTES:
C1 GRADE 1� TRANSITION FROM TYPICAL NO. Il TO EXISTING
POINT -Y8A- STA. 57 +8193 TO -Y8A- STA 58 +31.93
3.i o8 .02 02 08 2 USE 3:1 OR STEEPER FI« SLOPE IN WETLAND AREAS
q'T -Y8A- STA. 10 +5000 (TTY TO -Y8A- STA .14 +00.00 (1 l
�qR 3 Y8A- STA, 11 +00,00 ART) TO -Y8A- STA. 12 +50.00 [PT
T 6" T iTO -Y8A- STA, 33 +0000 �1� TO -Y8A- STA. 35 +5000 �6TJ
El 41 -Y8A- STA, 33 +5000 IRTJ TO -Y8A- STA 35 +50,00 ART
-Y8A- STA. 40 +5000 1117 TO -Y8A- STA. *50,00 (111
GRADE TO THIS RINE -Y8A- STA. 40 +5000 �PTJ TO -Y8A- STA. 41 +50.00 �P7
d
TYPICAL SECTION N0, 11
0
N
N
oD
oa
N
00
N3
10
ZD
70
�0
N
014
P
T
0
N
�E
,f
0 OE
o�L
N 3L
ZD
70
T W U W U 11
GRADE TO THIS TINE GRADE TO THIS LINE
TYPICAL SECTION NO. 12
4 -YIO-
IT 6' 18' 12' 24' W. 34' TO 35.8' 24' 12'
15' WGR VAR.14.9' TO 15.8' VAR.19.1' TO 20' 15' WGR
F
Z N 10' 10'
0 P5 ! ! 6 6 PS
w 4' 4' 4' 4'
z 0 C2 FDP C2 GRADE fDPS TOPS GRADE C2 fDPS C2
I POINT Ji POINT
81 VC .04 .02s o2s o2 6:1 6:1 ,-02 _ _ .o2s _ _ _025 .D4
6.1 6:1
TO 6,1 — — — —
6" 3%" 6., 61. 13Y21
T P J2 11 Di JI T T W U
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION N0, 13
10' h' lft' 19' 1T 4h' T T 3D'
VARIABLE
SLOPE
SEE X-SECTION8
VARIABLE
$LOPE
SEE X4ECTIONS
TYPICAL SECTION NO. 14
PROTECT REPERENCE NO SHEET N0.
R -2514D 2 -D
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMIN RY PLANS
DD NOT USE PQ CONSTRUCTION
PAVEMENT SCHEDULE
USE TYPICAL SECTION NO 11 TOR: Cl r TYPE S9 5B
-Y10- STA, 15+76.00 TO -Y10- STA 16 +16.39
NOTE C2 3" TYPE S9,5B
Il Mill EXISTING PAVEMENT AS DIRECTED BY ENGINEER C3 16" TYPE S9.SB
21 TRANSITION FROM TYPICAL NO. 12 TO TYPICAL NO. 13
-Y70- STA. i6 +1639 TO -YIO- STA. 17 +00.00 C4 VAR, DEPTH TYPE SUB
Dl 2" TYPE 119.OB
D2 3" TYPE 119 O
D3 4' MI 119 O
D4 VAR,D1q TYPE 119OBI
El 4' MI 025.011
E2 4 /i" TYPE B25.0B
E3 VAR, DEPTNTVPEBP5OB
11 B" ABC
J2 VAR, DEPTH ABC
P PRIME COAT
R 2' F CONE CsG
$ 4" CONC, SIDEWALK
USE TYPICAL SECTION NO 13 fU
J
-Y10- STA. 17 +00.00 TO -Y10- STA. 18 +33.89 EARTH MATERIAL
NOTE: U RIMING PAVEMENT
1) MILT EXISTING PAVEMENT AS DIRECTED BY ENGINEER MILLNG
21 TRANSITION FROM TYPICAL NO. 13 TO iYPICAI NO, 14
Y10 STA 18 33.89 TO -Y10- STA 23 +06.00 W VAR DEPTH PAVEMENT WIDGINGI
y RAMBLE STRIPS
USE TYPICAL SECTION NO 14 fU
-Y10- STA, 23 +06,00 TO -Y10- STA, 24 -70.00
` -Y10- STA. 24 +70.00 TO -Y10- STA. 26 +00.00
"4410- STA 26 +00.00 TO -YiO- STA. 27 +14.28 -I- BEGIN BRIDGE
'440- STA 29 -44.42 -I- SEND BRIDGE] TO 40- STA 30 +001
NOTE
I� USE 3:1 OR STEEPER FILL SLOPE IN WETLAND AREAS
40- STA. 29 +44.42 ALT TO -% STA.30 +00.00 �1T
-YIO-
10' 6' 18' 1
12' 36' V
VAR. 12' 2
24' 12'
15'WGR T
TO 6.4' 1
15'W/GR
Zo
r
1P5 !
! ! !
! 1
1 1
1 1
1 P
O u
u 1
P5
Lu
02 4
4' V
VAR. 4' 4
4'
ZO C
C2 f
fDP5 C
C2 G
GRADE T
TO 10' C
C2 T
TOPS C
C2
I P
POINT
8' VC J
J2
A25 .
D4 .
.025 0
025 A
.025 .
.025 .
.04
6:1
6 1
13V2'
TYPICAL SECTION NO. 12
4 -YIO-
IT 6' 18' 12' 24' W. 34' TO 35.8' 24' 12'
15' WGR VAR.14.9' TO 15.8' VAR.19.1' TO 20' 15' WGR
F
Z N 10' 10'
0 P5 ! ! 6 6 PS
w 4' 4' 4' 4'
z 0 C2 FDP C2 GRADE fDPS TOPS GRADE C2 fDPS C2
I POINT Ji POINT
81 VC .04 .02s o2s o2 6:1 6:1 ,-02 _ _ .o2s _ _ _025 .D4
6.1 6:1
TO 6,1 — — — —
6" 3%" 6., 61. 13Y21
T P J2 11 Di JI T T W U
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION N0, 13
10' h' lft' 19' 1T 4h' T T 3D'
VARIABLE
SLOPE
SEE X-SECTION8
VARIABLE
$LOPE
SEE X4ECTIONS
TYPICAL SECTION NO. 14
PROTECT REPERENCE NO SHEET N0.
R -2514D 2 -D
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMIN RY PLANS
DD NOT USE PQ CONSTRUCTION
PAVEMENT SCHEDULE
USE TYPICAL SECTION NO 11 TOR: Cl r TYPE S9 5B
-Y10- STA, 15+76.00 TO -Y10- STA 16 +16.39
NOTE C2 3" TYPE S9,5B
Il Mill EXISTING PAVEMENT AS DIRECTED BY ENGINEER C3 16" TYPE S9.SB
21 TRANSITION FROM TYPICAL NO. 12 TO TYPICAL NO. 13
-Y70- STA. i6 +1639 TO -YIO- STA. 17 +00.00 C4 VAR, DEPTH TYPE SUB
Dl 2" TYPE 119.OB
D2 3" TYPE 119 O
D3 4' MI 119 O
D4 VAR,D1q TYPE 119OBI
El 4' MI 025.011
E2 4 /i" TYPE B25.0B
E3 VAR, DEPTNTVPEBP5OB
11 B" ABC
J2 VAR, DEPTH ABC
P PRIME COAT
R 2' F CONE CsG
$ 4" CONC, SIDEWALK
USE TYPICAL SECTION NO 13 fU
J
-Y10- STA. 17 +00.00 TO -Y10- STA. 18 +33.89 EARTH MATERIAL
NOTE: U RIMING PAVEMENT
1) MILT EXISTING PAVEMENT AS DIRECTED BY ENGINEER MILLNG
21 TRANSITION FROM TYPICAL NO. 13 TO iYPICAI NO, 14
Y10 STA 18 33.89 TO -Y10- STA 23 +06.00 W VAR DEPTH PAVEMENT WIDGINGI
y RAMBLE STRIPS
USE TYPICAL SECTION NO 14 fU
-Y10- STA, 23 +06,00 TO -Y10- STA, 24 -70.00
` -Y10- STA. 24 +70.00 TO -Y10- STA. 26 +00.00
"4410- STA 26 +00.00 TO -YiO- STA. 27 +14.28 -I- BEGIN BRIDGE
'440- STA 29 -44.42 -I- SEND BRIDGE] TO 40- STA 30 +001
NOTE
I� USE 3:1 OR STEEPER FILL SLOPE IN WETLAND AREAS
40- STA. 29 +44.42 ALT TO -% STA.30 +00.00 �1T
USE TYPICAL SECTION NO 14 fU
-Y10- STA, 23 +06,00 TO -Y10- STA, 24 -70.00
` -Y10- STA. 24 +70.00 TO -Y10- STA. 26 +00.00
"4410- STA 26 +00.00 TO -YiO- STA. 27 +14.28 -I- BEGIN BRIDGE
'440- STA 29 -44.42 -I- SEND BRIDGE] TO 40- STA 30 +001
NOTE
I� USE 3:1 OR STEEPER FILL SLOPE IN WETLAND AREAS
40- STA. 29 +44.42 ALT TO -% STA.30 +00.00 �1T
Z
"
L
T
Z
a
N
�E
,f
0 OE
0
N 3L
Z D�
-L- DESIGN DATA
ADT 2015 = 10,600
ADT 2035 = 15,700
D = 65%
DHV = 7
TTST = 4%
DUAL = 3%
V = 70 mph
FUNC. CLASS = FREEWAY
MINIMUM VERTICAL CLEARANCE = 15' -6"
-Y3- DESIGN DATA
ADT 2015 = 2,500
ADT 2035 = 3,500
D = 55%
DHV = 7%
TTST = 2%
DUAL = 3%
V = 50 mph
FUNC. CLASS = MAJOR COLLECTOR
MINIMUM VERTICAL CLEARANCE -- 15' -6"
@ SLOPES DETERMINED BY GEOTECHNICAL
ENGINEERING UNIT
0 SEE STD. 610.03
q 4- SUS 17�
49' -3" OUT iO OUT 494" OUT iO OUT
46' FACE OF RAII. iO FACE OF RAIL $ 'ACE OE RAII. iO `AE OE RAII.
6' 7 24' 4' 4' 24' 12' 6'
AUK. X AUXIL I.N.
GRADE 1'S 1'S GRADE
POINT � RIP SIP � P
015 oi5
TYPICAL SECTION ON -I- SUS 17� STRUCTURE
q -V3- ANC 58�
PAVED BERM
PAVED BERM
TYPICAL SECTION ON -Y3- (NC 58� UNDER -L- SUS 17�
NOTES;
1� PREASE REFER TO PLAN SHEET 6 FOR ROCATION OF
CENTER TURN I.AE8 ACR PAINT STRIPED MEDIAN
ISLANDS ON NC 58,
21 TRAFFIC IS TO 8E MAINTAINED ON EXISTING NC 58
DURING CONSTRUCTION.
SEE PLAN SHEET 6
PROTECT REFERENCE NO
SHEEi N0.
R -25140
2-E
ROADWAY DESIGN
PAVEMENT DESIGN
ENGINEER
ENGINEER
INCOMPLE
E PLANS
DO NOT USE FOR
/W ACQUISITION
PRELIMM.
RY PLANS
-L- (US 11) BRIDGE OVER -Y3- (NC 58)
DD NOTUSBPQ
WNSTRUCfIQN
SNOT TO SCALE
q 4- SUS 17�
49' -3" OUT iO OUT 494" OUT iO OUT
46' FACE OF RAII. iO FACE OF RAIL $ 'ACE OE RAII. iO `AE OE RAII.
6' 7 24' 4' 4' 24' 12' 6'
AUK. X AUXIL I.N.
GRADE 1'S 1'S GRADE
POINT � RIP SIP � P
015 oi5
TYPICAL SECTION ON -I- SUS 17� STRUCTURE
q -V3- ANC 58�
PAVED BERM
PAVED BERM
TYPICAL SECTION ON -Y3- (NC 58� UNDER -L- SUS 17�
NOTES;
1� PREASE REFER TO PLAN SHEET 6 FOR ROCATION OF
CENTER TURN I.AE8 ACR PAINT STRIPED MEDIAN
ISLANDS ON NC 58,
21 TRAFFIC IS TO 8E MAINTAINED ON EXISTING NC 58
DURING CONSTRUCTION.
SEE PLAN SHEET 6
-Y4- DESIGN DATA
ADT 2015 = 500
ADT 2035 = 800
D = 55%
DHV = 7%
TTST = 1
DUAL = 2%
V = 40 mph
FUNC. CLASS = LOCAL
MINIMUM VERTICAL CLEARANCE = 17' -0"
-L- DESIGN DATA
ADT 2015 = 10,600
ADT 2035 = 15,700
D = 65
DHV = 7%
TTST = 4%
DUAL = 3%
V = 70 mph
FUNC. CLASS = FREEWAY
MINIMUM VERTICAL CLEARANCE -- 17'•0"
@ SLOPES DETERMINED BY GEOTECHNICAL
ENGINEERING UNIT
0 SEE STD, 610.03
0 SEE STD. 862.01, SHT 1 OF 12
P
T
0
0
N
0
0
N
0
N
Z
INCOMPLE E PLANS
DO NOT USE FOR A ACQUISITION
PRELIMIN RY PLANS
44- SR 1337 (GOSHN U BRIDGE OVER -L- SUS 11� DD NOT USE PO CONSTRUCfION
SNOT TO SCAIE�
1' -3.5"
3 -BAR
METAE RAZE
51DEWAIK
-Y4- SR 1337 JGOSHEN RD,
45' -7' OUT TO OUT
43' <i OF RAIE TO FACE OF RAZE
-b" 14' 14' 7' -d"
GRADE
POINT a 3-BAR
META[ RAZE
'4.5°
51DEWAV
TYPICAL SECTION ON 44- SR 1337 �GOSHEN RD,) STRUCTURE
NOTES:
1� PEEASE SEE IYPICAE SECTION NOS, 7 AND 8 fOR -Y4-
ROADWAY APPROACHES TO PROPOSED BRIDGE.
2� SR 1337 �GOSHEN tD SHOUED REMAIN OPEN TO
TRAffIC AS EONG AS POSSIBEE UNTIE THE TIE -INS ARE
MADE. TEMPORARY ROAD CEOSURE5 USING OF511TE
DETOURS CAN BE UTTERED TO COMPEETE THE GRADE
CHANGE AND TIE -INS. TRAfl'IC MOVEMENTS WEST Of
THE SITE CAN 8E DETOURED OF51TE USING SR 1337
�GOSHEN RD) TO SR 1338 �BEEE EOOP RD,� TO INC 58
AND US 17, TRAPfIC MOVEMENTS EAST Of THE SITE
CAN BE DETOURED OEE5ITE USING SR 1337 IGOSHEN
RD,POEEOCK ST,ITO US 17,
TYPICAL SECTION ON -L- SUS 17� UNDER -Y4- SR 1337 (MHEN RD,l
SEE PLAN SHEET 8
PROTECT REFERENCE NO
SHEET N0.
R -25140
2-F
ROADWAY DESIGN I
PAVEMENT DESIGN
ENGINEER
ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR A ACQUISITION
PRELIMIN RY PLANS
44- SR 1337 (GOSHN U BRIDGE OVER -L- SUS 11� DD NOT USE PO CONSTRUCfION
SNOT TO SCAIE�
1' -3.5"
3 -BAR
METAE RAZE
51DEWAIK
-Y4- SR 1337 JGOSHEN RD,
45' -7' OUT TO OUT
43' <i OF RAIE TO FACE OF RAZE
-b" 14' 14' 7' -d"
GRADE
POINT a 3-BAR
META[ RAZE
'4.5°
51DEWAV
TYPICAL SECTION ON 44- SR 1337 �GOSHEN RD,) STRUCTURE
NOTES:
1� PEEASE SEE IYPICAE SECTION NOS, 7 AND 8 fOR -Y4-
ROADWAY APPROACHES TO PROPOSED BRIDGE.
2� SR 1337 �GOSHEN tD SHOUED REMAIN OPEN TO
TRAffIC AS EONG AS POSSIBEE UNTIE THE TIE -INS ARE
MADE. TEMPORARY ROAD CEOSURE5 USING OF511TE
DETOURS CAN BE UTTERED TO COMPEETE THE GRADE
CHANGE AND TIE -INS. TRAfl'IC MOVEMENTS WEST Of
THE SITE CAN 8E DETOURED OF51TE USING SR 1337
�GOSHEN RD) TO SR 1338 �BEEE EOOP RD,� TO INC 58
AND US 17, TRAPfIC MOVEMENTS EAST Of THE SITE
CAN BE DETOURED OEE5ITE USING SR 1337 IGOSHEN
RD,POEEOCK ST,ITO US 17,
TYPICAL SECTION ON -L- SUS 17� UNDER -Y4- SR 1337 (MHEN RD,l
SEE PLAN SHEET 8
0
PROTECT REFERENCE NO SHEET N0.
R -25140 2-G
N
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RD' PLANS
-L- (US 11) BRIDGE OVER GOSHEN BRANCH
DO NOT USE FO CONSTRUMON
SNOT TO SCALE
-L- DESIGN DATA
—P- IUS 171
46
41'x" OUT TO OUT 414" OUT iO OUT
ADT 2015 = 10,600
38' FACE Of MAR TO FACE OF RAIR 38' FACE Of RAID iO FACE OF RAID
ACT 2035 = 151700
10' 24' 4' 4' 24' 10'
D = 65%
DHV = 7%
TTST = 4%
1'3 GRADE ►� 1.5" 1.5" GRADE 1'S
DUAL = 3%
UP POINT UP SIP POINT lIP
o1s L ozs o25
V = 70 mph
FUNC, CLASS = FREEWAY
TYPICAL SECTION ON —L— SUS 17� STRUCTURE
N
0
T
0
01
a
0
N
0
oD
oa
N
00
N3
10
o
SEE PLAN SHEET 9
�0
0ri
6
EROIECT REFERENCE NO SHEET N0.
R -25140 2-11
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RD' PLANS
-L- (US 17) BRIDGE OVER TRENT RIVER
DO NOT USE FO CONSTRUMON
SNOT TO SCALE
4- IUS 17I
•L• DESIGN DATA
ab'
ADT 2015 = 10,600
41'x" OUT TO OUT 41'4" OUT i0 OUT
ADT 2035 = 15,700
38' FACE OF V11. TO FACE OF U1. 38' FACE Of RAID TO FACE Of RAID
D = 65%
10' 24' 4' 4' 24' 10'
DHV = 7°0
TTST = 4 °0
DUAL = 3%
5° GM GMD�
V = 70 mph
RIP POINT UP UP POINT UP
ors ozs ads o2s
FUNC, CLASS = FREEWAY
TYPICAL SECTION ON —L— (US 17� STRUCTURE
T
0
NI
a
N
N
oD
oa
N
00
N3
I�
o
SEE PLAN SHEETS 10 & 11
on
-L- DESIGN DATA
ADT 2015 = 10,600
ADT 2035 = 15,700
D = 65%
DHV = 7%
TTST = 4%
DUAL = 3%
V = 70 mph
FUNC. CLASS = FREEWAY
MINIMUM VERTICAL CLEARANCE = 15' -6"
-Y5- DESIGN DATA
ADT 2015 = 600
ADT 2035 = 1,100
D = 55%
DHV = 7 0
TTST = 1%
DUAL = 2%
V = 50 mph
FUNC. CLASS = LOCAL
MINIMUM VERTICAL CLEARANCE = 15' -6"
@ SLOPES DETERMINED BY GEOTECHNICAL
ENGINEERING UNIT
SEE STD. 610.03
Z
P
T
a
N
�E
,f
0 OE
N 3L
Z D�
PROTECT REFERENCE NO SHEEi N0.
R -25140 2-1
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RY PLANS
-L- (US 11) BRIDGE OVER -Y5- SR 1121(OAK GROVE RD.) DD NOT USE PQ WNSTRUCfIQN
SNOT TO SCALE
41'x" OUT TO our
38' FACE OF RAI1 TO FACE OF RAZE
10' 24' 4'
5° GRADE
lip POINT tl UP
41'4" OUT iO OUT
38' FACE OF RAIE TO FACE OF RAIE
4' 24' 10'
t
1.5" 1.5"
GRADE
UP POINT UP
TYPICAL SECTION ON -L- (US 17� STRUCTURE
q 45- SR 112110AK GROVE RD.1
SHOURDERS
TYPICAL SECTION ON 45- SR 1121 (OAK GROVE RD.� UNDER -L- SUS 17)
NOTES.
11 PEEASE REFER iO PLAN SHEET 13 FOR EOCATION OE
PAVED SHOUEDERS AEONG SR 1121,
21 TRAFFIC IS iO H MAINTAINED ON EXISTING SR 1121
DURING CONSTRUCTION.
SEE PLAN SHEET 13 1
Z
L
ri
0
N
�E
,f
0 OE
0
0
N 3L
Z D�
-L- DESIGN DATA
ADT 2015 = 10, 600
ADT 2035 = 15,700
D = 65%
DHV = 7%
TTST = 4%
DUAL = 3%
V = 70 mph
FUNC. CLASS = FREEWAY
MINIMUM VERTICAL CLEARANCE = 15'-6"
-Y6- DESIGN DATA
ADT 2015 = 2,100
ADT 21)35 = 4,000
D = 55%
DHV = 7%
TTST = 1%
DUAL = 2%
V = 50 mph
FUNC. CLASS = MINOR COLLECTOR
MINIMUM VERTICAL CLEARANCE = 15'.61'
@ SLOPES DETERMINED BY GEOTECHNICAL
ENGINEERING UNIT
SEE STD, 610.03
PROTECT REFERENCE NO SHEEi N0.
R -25140 2-J
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RY PLANS
DD NOT USE PO CONSTRUCfION
-L- (US 11) BRIDGE OVER -Y6- SR 1002 TEN MILE UK RD.)
SNOT TO SCALE
s
41'x" OUT TO our
38' FACE OE RAIE TO FACE OE RAIEI
0' 24' 4'
GRADE 1'S,
UP POINT tl EIP
41'4" OUT iO OUT
38' 'ACE OF RAIL TO FACE OF RAIL
4' 24' 10'
GRADE
UP POINT UP
TYPICAL SECTION ON -L- (US 17� STRUCTURE
-Y6- SR 1002 �[N MILE'ORK RD.I
SHOULDERS
TYPICAL SECTION ON -Y6- SR 1002 TEN MILE FORK RD.j UNDER -L- SUS 171
" SEE NOTE Ill
NOTES:
11 THE PROPOSED O'FSET, DENOTED ', ACCOUNTS FOR
FUTURE 12' LANES ON SR 1002.
21 PLEASE REFER TO PIAN SHEET 20 FOR LOCATION OF
PAVED SHOULDERS ALONG SR 1002.
3� TRA'F1C IS TO K MNTAINED ON EXISTING SR 1002
DURING CONSTRUCTION.
SEE PLAN SHEET 20 1
Z
P
T
a
N
�E
,f
0 OE
0
0
N 3L
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-L- DESIGN DATA
ADT 2015 = 101600
ADT 21)35 = 15,700
D = 65%
DHV = 7%
TTST = 4%
DUAL = 3%
V = 70 mph
FUNC. CLASS = FREEWAY
MINIMUM VERTICAL CLEARANCE = 15'-6"
-Y7- DESIGN DATA
ADT 2015 = 200
ADT 2035 = 400
D = 55%
DHV = 7%
TTST = 1%
DUAL = 2%
V = 50 mph
FUNC. CLASS = LOCAL
MINIMUM VERTICAL CLEARANCE = 15' -6"
@ SLOPES DETERMINED BY GEOTECHNICAL
ENGINEERING UNIT
0 SEE STD, 610.03
PROTECT REFERENCE NO SHEEi N0.
R -25140 2-K
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMM. RD' PLANS
-L- (US 17) BRIDGE OVER 47- SR 1330 (SIMMONS LOOP M. DO NOT USE FO CONSTRUAN
SNOT TO SCALE
41'x" OUT TO our
38' FACE OF RAIE i0 FACE OF RAIE
10' 24' 4'
5° GRADE 5,
UP POINT tl UP
41'4" OUT iO OUT
38' 'ACE OE RAIL iO FACE OF RAIL
4' 24' 10'
t
1.5" 1.5"
GRADE
UP POINT UP
TYPICAL SECTION ON -L- (US 17� STRUCTURE
C{ 47- SR 13301SIMMONS ROOP RD,�
SHOUEDERS
TYPICAL SECTION ON -Y7- SR 1330 ISIMMONS LOOP @., UNDER -L- (US 171
NOTES.
11 PEEASE REFER iO PLAN SHEET 23 'OR LOCATION OE
PAVED SHOUEDERS AEONG SR 1330.
21 TRA" IC IS iO H MAINTAINED ON EXISTING SR 1330
DURING CONSTRUCTION,
SEE PLAN SHEET 23 1
Z
P
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Z
a
N
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0 OE
0
N 3L
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410- DESIGN DATA
ADT 2015 = 4,800
ADT 2035 = 7,000
D = 55%
DHV = 8%
TTST = 2%
DUAL = 3%
V = 50 mph
FUNC. CLASS = FREEWAY RAMPS
ANON- INTERSTATE)
MINIMUM VERTICAL CLEARANCE = 17'.0"
-L- DESIGN DATA
ADT 2015 = 10,600
ADT 2035 = 15,700
D = 65°0
DHV = 7%
TTST = 4°0
DUAL = 3%
V =10 mph
FUNC. CLASS = FREEWAY
MINIMUM VERTICAL CLEARANCE = 17'•0"
@ SLOPES DETERMINED BY GEOTECHNICAL
ENGINEERING UNIT
0 SEE STD, 610.03
0 SEE STD. 862,01, SHT 1 OF 12
-Yla BRIDGE OVER -L -SUS 11�
SNOT TO SCAIE�
� -na
46'
21' -3" OUT i0 OUT I29' -3" OUT TO OUT
24' EO.R. TO P.O. 26' FOR i0 E.O.R.
b' 14' 4' 4' 20' 2'
1.5" GRADE 15" 15" GRADE 1.5"
LIP POINT LIP UP L4zst-
NOTE UP
025 ois
E.O.R. = LACE OP RAIL
TYPICAL SECTION ON -Y10- STRUCTURES
PROTECT REFERENCE NO SHEET N0.
R -25140 2-L
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMIN RD' PLANS
DD NOT USE PQ CONSTRUCTION
NOTES.
1� PLEASE SEE TYPICAL SECTION NO5.3, 4 AND 14 POR
-Yla - Y10RPA- AND - Y101PA- ROADWAY APPROACHES
TO PROPOSED BRIDGES.
2�TWHC IS 10 BE MAINTAINED ON EXISTING Yla
CONNECTOR AS LONG AS POSSIBLE UNITL TIE -INS ARE
MADE. TEMPORARY ROAD CLOSURES MAY BE NECESSARY
TO COMPLETE THE GRADE CHANGES AND TIE -INS TO
THE EXISTING NEW BERN BYPASS AND CONNECTOR
ROAD TO EXISTING US 11,
TYPICAL SECTION ON -L- SUS 171 UNDER -Y10-
SEE PLAN SHEET 26
-L- DESIGN DATA
ADT 2015 = 10,600
ADT 2035 = 15,700
D = 65%
DHV = 7%
TTST = 4%
DUAL = 3%
V = 70 mph
FUNCT, CLASS = FREEWAY
d
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23'
CROWN
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- - - - - - -
EKI— - - -
--- --
49' -3" OUT TO OUT
46' FACE Of RAID TO FACE 01 RAI[
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AUXIL K
LY' CROWN
POINT
— — __- _ENIST._ - - -__
-
--- - - - - - - - - - - - -
TYPICAL SECTION ON -L- (US 17� STRUCTURE
RETAIN EXISTING STRUCTURES
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4 -1- IUS ul
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---- _ - - - -- POINT_ _^
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.5' 4' 32' 1' -7.5"
3.625'
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-
-- - - - - - ENIST. -- - - - -
— EkIS
PROTECT REFERENCE NO SHEET N0.
R -25140 2-M
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMIN RY' PLANS
DD NOT USE PQ CONSTRUCTION
® DENOTES PROPOSED CONSTRUCTION
JOINT
REMOVE EXISTING BRIDGE RWl
CONSTRUCTION PHASING TEMPORARY ANCHORED PORTABLE BARRIER
1, MAINTAIN TRAffIC ON EXISTING NORTHBOUND STRUCTURE IN A TWO LANE - ONE WAY PATTERN
2. CONSTRUCT WIDENING Of NORTHBOUND STRUCTURE
3. REMOVE TEMPORARY CONCRETE BARRIER AND PLACE TRAffIC IN fINAI. PATTERN
SEE PLAN SHEET 27 1
T
0
N
0
0
N
Z
•Y10RPA• DESIGN DATA
ADT 2015 = 1,920
ADT 2035 = 2,760
DHV = 8%
TTST = 2%
DUAL = 3%
V = 60 mph
FUNCT, CLASS = FREEWAY RAMP
%N•INTERSTATE)
- Yl0VA- BRIDGE OVER DEEP GULLY
SNOT TO SCAIE�
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21'x" our TO OUT
mmomflulim
GRADE
POINT
02
NOTE: F.H. = FACE OF RAID
TYPICAL SECTION ON - YIORPA- STRUCTURE
NCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
IRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
SEE PLAN SHEET 27
PROTECT REFERENCE NO
SHEET N0.
R -25140
2-N
ROADWAY DESIGN I
PAVEMENT DESIGN
ENGINEER
ENGINEER
NCOMPLE rE PLANS
DO NOT USE FOR /W ACQUISITION
IRELIMIN RY PLANS
DO NOT USE FO CONSTRUCTION
SEE PLAN SHEET 27
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L = IJ82JP LT -- IJJJY
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SEE SHEET 53 FOR -V4- PROFILE
SEE SHEET 54 FOR -DRVI- PROFILE
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R -25140 8
RW SHEET NO,
ROADWAY DESIGN HYDRAMU
ENGINEER ENGINEER
INCONIPLE E PLANS
ACQUISITION DO NOT Ul FOR UW
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RICHARD H,PARXER,SR,ET UX
pl 169 PG M
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SEE SHEET 36 FOR -L- PROFILE
SEE SHEET 53 FOR -V4- PROFILE
SEE SHEET 54 FOR -DRVI- PROFILE
SEE SHEETS S-1 THRU S-P FOR STRUCTURE PLANS
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PISta 261972
PISta 28+4209
A = M109(i
A - 214T010'fRTt
A - TI?f2fRi
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D = T09431
D = 648'5311'
D = 1158326
D = 544'26,4'
L =135,48'
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L = 16293`
M 5-77 T1 i
T = 6TH'
T =13056
T - 81,34'
T - 4663'
R = 800,00'
R - 650,00'
R - 290000'
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END CONSTRUCTION
-DM- FA. 24 +91A2
71 M-350
TYPE 4-350 ,
PROTECT REFERENCE NO I SHEET %
P� RW SHEET N0,
ROADWAY DESIGN I HYDRAULICS
ENGINEER ENGINEER
Np�y SRS 1001 [NCONIPLE E PLANS
DO NOT USE FOR /W ACQUISITION
PRELIMIN RY PLANS
DO NOT USE CONSTRUCTION
RICHARD PARXER,Ei UX O
OB 294 111 944
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A = M109(i
A - 214T010'fRTt
A - TI?f2fRi
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D = T09431
D = 648'5311'
D = 1158326
D = 544'26,4'
L =135,48'
L = 268.49'
L = 16293`
L = 936
T = 6TH'
T =13056
T - 81,34'
T - 4663'
R = 800,00'
R - 650,00'
R - 290000'
R = 85000'
SE - NC SE - NC
END CONSTRUCTION
-DM- FA. 24 +91A2
71 M-350
TYPE 4-350 ,
PROTECT REFERENCE NO I SHEET %
P� RW SHEET N0,
ROADWAY DESIGN I HYDRAULICS
ENGINEER ENGINEER
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