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PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
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5500 45470
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431 Transportation Dr., Fayetteville NC, 28301
TIP P
ROJE
CT:
DE
PA
RT
ME
NT
OF TRANSPO
RT
ATIO
N
ST
A
TE
OF NORTHC
A
RO
LIN
A
HARNETT COUNTY
LONGBRANCH ROAD (SR 1002) AT I-95 EXIT 71
SCOTT PRIDGEN
NEIL BUTLER
50 10050 25
50 1002550
2010510
301
301
Am
mons
Phillip
sRd.
Branch
Rd.
Fairvie
w
Rd.
WordsworthDr.
Coleridg
e
Dr.
Fran
cis
Dr.
Access
Alp
hin
Rd.
Access
Rd.
Access
Rd.
Access
Rd.
Pope
Rd.
Ruffin
Rd.
Ruffin
Rd.
Ma Kitchen
Rd.
EmmettRd.
Long
Branch
Rd.
Long
BranchRd.
BearsLn.
Warren
Rd.
Gain
ey
Rd.
Gateway
Dr.
Wood
Rd.
Mingo
SansomChapel
70
71
FC
A
FC
ACS
X
CUMBERLAND COUNTY
SA
MPSO
N CO
UNT
Y
SR 1002
LONGBRANCH ROAD
I-95
NB
I-95 S
B
END CONSTRUCTIONEND CONSTRUCTION
-L- STA 10+00.00
45
I-5500
WB
S:
I-5500
-L- STA 21+50.00
END CONSTRUCTION END CONSTRUCTION
-RPA- STA 12+25.00
-RPB- STA 13+25.00-RPC- STA 11+25.00
-RPD- STA 10+75.00
BEGIN STATE PROJECT I-5500 END STATE PROJECT I-5500
N/A
LENGTH OF ROADWAY PROJECT I-5500 = 0.218 mi
BEGIN BRIDGE
-L- STA 16+22.52 -L- STA 18+10.03
END BRIDGE
45470.1.1 PE
CONST
STATE PROJECT I-5500
END CONSTRUCTION
-Y- STA 9+75.00
IMS-095-2(123)71
IMS-095-2(123)71
2012 STANDARD SPECIFICATIONS
JUNE 18, 2014
PAVING, GUARDRAIL, AND PAVEMENT MARKINGS & SIGNING
TO ERWINTO POPE RD
45470.3.F
S1
45470.3.FS1
VICINITY MAP
301
301
NA
D 83
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
KProposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas LineA/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole OF
S3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
v
vDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U.E. = Subsurface Utility Engineering
WLB
EIP
B
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Note: Not to ScaleSHEET NO.PROJECT REFERENCE NO.
1-BI-5500
Abandoned According to Utility Records
WLB
EAB
EPB
RW
RW
RW
CA
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
12/05/11
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
Concrete or Granite R/W Marker
Proposed Right of Way Line with
CA Concrete C/A Marker
Proposed Control of Access Line with
POINT
CL
T
U
6’
-L- STA. 10+00.00 TO STA 14+75.00
GRADE
M
TYPICAL SECTION NO. 1
11’ 11’
30’
SEE PLANSSEE PLANS2:1 TO 3:1
6’
GROUNDORIGINAL
2:1 TO
3:1
SHEET NO.PROJECT REFERENCE NO.
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/// /// /// ///
WEDGING DETAIL
MIN.3" MIN.
2.5"
MIN.2.5"
MIN.3"
C1C2D2
E2
EXISTING CONCRETE PAVEMENT OR
NON-RESURFACEABLE BRIDGE DECKS
OF SURFACE COURSE
MILL EXISTING PAVEMENT
BEGINNING OR ENDING OF MAP,
APPROX. THICKNESS
25’-75’
MILLING AT PAVEMENT TIE-INS
operation. Structures. Resurfacing will be accomplished at the same time as the milling Carolina Department of Transportation Standard Specifications for Roads andPerform the work in accordance with Section 607 of the January 2012 North
of each resurfacing map.where the bridge will not be resurfaced, and at the beginning and ending pointLocations shall include ties into existing concrete pavement, at bridge approaches
with the following sketch as directed by the Engineer.For surface mixes over 1" in thickness, mill the existing pavement in acoordance
NOTES TO CONTRACTOR
PROJECT NOTES1. The Contractor shall not work on both sides of the road
simultaneously within the same area.
and dwellings on the project.
3. At the end of each workday, the Contractor shall be required
to backfill any area adjacent to existing travelway that has
been graded leaving no more than a 3" drop-off.
and right turn lanes) shall be maintained during periods of
construction inactivity.
5. The Contractor shall not be allowed to stop traffic for more
than 5 minutes at a time in any one direction.
6. During periods of construction inactivity, the difference in
7. Access to police and fire station, fire hydrants, and hospitals
shall be maintained at all times.
existing edge of pavement (travelway) as directed by the Engineer.
4. A minimum of two-way, two-lane traffic (plus all existing left
elevation between lanes shall not exceed 1-1/2 inch.
8. During periods of construction inactivity, place cones/drums 3’ from
by the Engineer.
10. Contractor to install Erosion Control devices as directed
and 10’ on center in radii, and shall be set 3’ off the edge of
9. Channelizing devices in work areas shall be spaced not greater
travelway, unless otherwise indicated on plans.
than 45’ on center in tangent areas, 45’ on center in tapers,
2. Ingress and egress shall be maintained to all businesses
POINT
CL
TU
7’
GRADE
M
TYPICAL SECTION NO. 2
11’ 11’
30’
SEE PLANSSEE PLANS2:1 TO 3:1
7’
GROUNDORIGINAL
GROUNDORIGINAL
2:1 TO
3:1
4’ 4’
-L- STA. 19+50.00 TO STA 21+50.00
POINT
CL
T
U
6’
-Y- STA. 10+00.00 TO STA 13+28.31
GRADE
M
TYPICAL SECTION NO. 3
18’
SEE PLANSSEE PLANS2:1 TO 3:1
6’
GROUNDORIGINAL
GROUNDORIGINAL
2:1 TO
3:1
9’ 9’
TYPICAL SECTION NO. 4
-RPA- STA. 12+25.00 TO STA 13+89.29
POINT
CL
TU
GRADE
M
24’
2:1 TO 3:1
GROUNDORIGINAL
GROUNDORIGINAL
2:1 TO
3:108
8’8’
4’ PS 4’ PS
GROUNDORIGINAL
10’10’
I-5500
-L- STA. 14+75.00 TO STA 16+22.64 BEGIN BRIDGE-L- STA. 18+09.89 END BRIDGE TO STA 19+50.00
PLANS
SEE
PLANS
SEE
08
08
08
4’ PS 4’ PS
PSPS
PRIOR TO FINAL PLACEMENT.
FOR PAVEMENT MARKING, CONTACT KENT LANGDON 910-4861452, 14 DAYS
TO PLACEMENT.
FOR SIGNAL WORK, CONTACT FRANK WEST 910-486-1452, 28 DAYS PRIOR
PAVEMENT MARKINGS.
UNIT FOR PROPOSED SIGNAL DESIGN AND PLACEMENT OF ALL
CONTRACTOR SHALL COORDINATE WITH LOCAL TRAFFIC SERVICES
C1
D1
E1
EXISTING PAVEMENT
PAVEMENT SCHEDULE
W WEDGING
E2
D2
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
C2
NOT LESS THAN 2�" OR GREATER THAN 4" IN DEPTH.
AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS
PROP. VAR DEPTH ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0B, AT AN
TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH
AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH, TO BE PLACED
PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE B25.0B, AT AN
T
U
PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE COURSE,
EARTH MATERIAL
TYPICAL SECTION NO. 5
-RPB- STA. 10+17.05 TO STA 12+30.00
POINT
CL
T
U
GRADE
M
32’GROUNDORIGINAL
GROUNDORIGINAL
08
4’ PS 4’ PS
SEE PLANS SEE PLANS
12’ 12’
3:1 3:1
TRANSITION FROM TYPICAL NO. 5 TO TYPICAL NO. 6-RPB- STA. 12+30.00 TO STA 12+90.00
TYPICAL SECTION NO. 6
-RPB- STA. 12+90.00 TO STA 13+25.00
POINT
CL
TU
GRADE
M
32’
8’
GROUNDORIGINAL
GROUNDORIGINAL
08
7’
4’ PS 11’ PS
10’ VAR10’
3:13:1
TYPICAL SECTION NO. 7
-RPD- STA. 10+75.00 TO STA 13+08.86
POINT
CL
T
U
GRADE
M
24’GROUNDORIGINAL
GROUNDORIGINAL
08
6’
4’ PS 4’ PS
10’10’ 10’
-RPC- STA. 10+11.88 TO STA 11+25.00
10’10’
PLANS
SEE
PLANS
SEE
3:13:1
SHEET NO.PROJECT REFERENCE NO.
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6/2/99
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PLANS
SEEPLANS
SEE
PRIOR TO FINAL PLACEMENT.
FOR PAVEMENT MARKING, CONTACT KENT LANGDON 910-4861452, 14 DAYS
TO PLACEMENT.
FOR SIGNAL WORK, CONTACT FRANK WEST 910-486-1452, 28 DAYS PRIOR
PAVEMENT MARKINGS.
UNIT FOR PROPOSED SIGNAL DESIGN AND PLACEMENT OF ALL
CONTRACTOR SHALL COORDINATE WITH LOCAL TRAFFIC SERVICES
C1
D1
E1
EXISTING PAVEMENT
PAVEMENT SCHEDULE
W WEDGING
E2
D2
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
C2
NOT LESS THAN 2�" OR GREATER THAN 4" IN DEPTH.
AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS
PROP. VAR DEPTH ASPHALT CONC. INTERMEDIATE COURSE, TYPE I19.0B, AT AN
TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH
AVERAGE RATE OF 114 LBS PER SQ. YD. PER 1" DEPTH, TO BE PLACED
PROP. VAR. DEPTH ASPHALT CONC. BASE COURSE, TYPE B25.0B, AT AN
T
U
PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE COURSE,
EARTH MATERIAL
GUARDRAIL SUMMARYLENGTH WARRANT POINT FLARE LENGTH W ANCHORS
REMARKSBEG. STA. END STA. LOCATION
6/16/99
END
APPROACH
END
APPROACHEND
TRAILING
END
TRAILINGWIDTH
SHOULDER
TOTAL
E.O.L.
FROM
DIST.
"N"
END
TRAILING
END
APPROACH
CURVED
SHOP
FACED
DOUBLELINE
SURVEY
SHEET NO.PROJECT REFERENCE NO.COMPUTED BY:
CHECKED BY: DATE:
DATE:
GLENDA SNIVELY
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
STRAIGHT
TYPE 350
ATTENUATOR
IMPACT
G NG
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
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NO.
PERMITTED
13+43.64 LT 75.00
MOD
XIB-77
350
GRAUM-350 TYPE III CAT-1
MOD
VIBIC AT-1
11
LT 1
10+64.44 RT
IN CUBIC YARDS
SUMMARY OF EARTHWORK
STATIONSTATIONEXCAV.UNCL.
+%EMBANK. BORROW WASTE
0
452 0
21+50 (-L-)
10+00 (-Y-) 0
TOTAL
TOTAL
DEDUCTIONS FOR ANCHOR UNITS
DEDUCTIONS FOR ANCHOR UNITS
4 TYPE III @ 18.75’ = 75.00
75.00
225.00
10+00 (-L-)
012+25 (-RPA-)
will be paid for at the contract lump sum price for "Grading."Note: Approximate quantities only. Unclassified Excavation, and Borrow Excavation
SAY
TOTALS
10+00 (-RPB-) 13+25 (-RPB-)
0
0
1,779
1,800
3I-5500
772
247
75
10+00 (-RPC-)
10+75 (-RPD-)
11+25 (-RPC-)
130
0
0
13+39.52 (-Y-)
14+00.15 (-RPA-)
13+24.58 (-RPD-)
103
-RPA- 16+19.19 (-L-)
-RPB- 10+91.33 16+26.27 (-L-) 50 62.5
-RPC- 18+13.41 (-L) 62.5 62.5
-RPD- 18+06.57 (-L-) 12+47.35 RT 50 50
50
1
1 1
1 1
0 GRAU 350 @ 50’ = 0.00
TOTAL = 75.00
237.50
162.50
0.00
225.00
04-01-2014
ELEV - 177.53
E 2113845.5080
N 553847.3547
BL-1
ELEV - 191.85
E 2114146.9528
N 553597.5909
BL-2
ELEV - 194.79
E 2114458.7256
N 553300.4438
BL-3ELEV - 190.19
E 2114812.2053
N 553057.1602
BL-4
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
01-
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8/17/99
A
B C
D
I-5500 4
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "B-4951-1"
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 555314.133(ft) EASTING: 2111741.414(ft)
ELEVATION: 176.15(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.9998693571
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
"B-4951-1" TO -L- STATION 10+00 IS
S 55° 36’29.83" E 2412.34’
SC
RU
B
SCRUB
SC
RU
B
SCRUB
SCRUB
SCRUB
48" W
W 3S
BW
30’ C
&G
30’ C
&G
48"
WW
3S
BW
NAD 83
NC GRID
BRIDGE #57
ROXY DRIVE,LLC
DB 2459 PG 747
DB 2644 PG 467
LOYAL FREEMAN COLOSKY,III
GLEN COLOSKY
WARREN BASS
BARBARA AND
WARREN BASS
BARBARA AND
T
T
T
T
T
TO BUD HAWKINS RD (SR 1811)
DIXIE
LA
ND
RD (S
R 18
72)
COP
ARTE
RD (S
R 18
38)
DB 200 E PG 235
DB 200 E PG 235
N 50°38’18" W
591.60’
S 55°2
4’4
2"
W390.8
0’
1
2
3
4
5
6
7
8
9
10
11
N 40°3
3’5
2"
E
666.3
3’
PB 2001 PG 439
EXIS
TIN
G
R/
W
N 50°17’21" W
308.00’
S 40°5
7’3
9"
W
435.0
0’
R/W MON
R/W MON
R/W MON
ECM
EXISTING R/W
EXIS
TIN
G
R/
W
EXISTING R/WE
XIS
TIN
G
R/
W
70.0
0’
EXIS
TIN
G
R/
W
GRASS
GRASS
GRASS
30" C&G 30" C&G
35’ BST49’ BST
EXISTING R/W
EXISTING R/W
48"
WW
3S
BW
48" W
W 3S
BW
48"
WW
3S
BW
LONG BRANCH RD (SR 1002)
TO ERWIN 25’ BST
32’ B
ST
DR
BST
LONG BRANCH RD (SR 1002)
I-95 S
OU
TH
BO
UN
D
LA
NE
I-95 S
OU
TH
BO
UN
D
LA
NE
I-95
NO
RT
H
BO
UN
D
LA
NE
I-95
NO
RT
H
BO
UN
D
LA
NE
18’ B
ST
EL
M
ST. (
SR 17
85)
PI Sta 12+50.95
D
L = 501.60’
T = 250.95’
R = 6,000.00’
PI Sta 10+80.68
D
L = 161.23’
T = 80.68’
R = 1,637.02’
PI Sta 12+82.95D
L = 118.46’T = 59.24’R = 2,291.83’
10
-L-
-RPA-
-RPC-
-Y- POT Sta. 10+00.00
-Y- P
OT Sta. 13
+39.52
-RPA- PC Sta. 10+00.00
-RPA- PT Sta. 11+61.23
-RPB- P
OT Sta. 10+
00.00
-RPA- POT Sta. 14+
00.15
-RPD- P
OT Sta. 10+
00.00
-RPD- P
OT Sta. 13+
24.58
-RPC- POT Sta. 10+00.00
-RPC- PC Sta. 12+23.70
-RPC- PT Sta. 13+42.16
-RPB- P
OT Sta. 14
+52.78
-RP
B-
-R
PC-
-RP
D-
-L-
-L- P
OC Sta. 13
+11.7
9
-L- POC Sta. 14+
65.05
-L-
POC Sta. 14
+70.57
-L-
POT Sta. 19+
62.05
-L- POT Sta. 19+57.73
PT Sta. 15
+01.60
END STATE PROJECT
BEGIN STATE PROJECT
-L- PC STA 10+00.00
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-RPA- POT Sta. 12+25.00
-RPC- POT Sta. 11+25.00
END CONSTRUCTION
BEGIN CONSTRUCTION
-RPD- POT Sta. 10+75.00
-RPB- POT Sta. 13+25.00
END CONSTRUCTION
11’11’
EXIS
T
11’11’
12’12’
16’
12’12’
16’
EXIS
T TYPE-III
TYPE-IIITYPE-III
TYPE-III
EXIST
EXIST
EXIST
EXIST
EXIST
-L- POT STA 21+50.00
BEGIN BRIDGE END BRIDGE
POT Sta. 16+22.64 POT Sta. 18+09.89
REMOVE AND REPLACE
EXISTING GUARDRAILREMOVE AND REPLACE
EXISTING GUARDRAIL
REMOVE AND REPLACE
EXISTING GUARDRAIL
REMOVE AND REPLACE
EXISTING GUARDRAIL
AT-1
AT-1 AT-1
AT-1
02
01
02
00
02
01
02
02
02
25’
+84.6
0
05
04
03
02
0102
0002
0102
0202
25’
+52.29
03
03
02
01
01
01
1 8’
PAVEMENT
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
5/14/99 SHEET NO.PROJECT REFERENCE NO.
14-
MA
Y-2014 08:2
5S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\proj\42634_
Rdy_sht_5.D
GN
$$$$
US
ER
NA
ME$$$$
-L-
I-5500 5
176.5
7
PI = 12+00.00
EL = 180.75’
(+)3.2154%
(+)4.664
6%
VC = 200’
K = 138
PI = 14+80.00
EL = 193.81’
(+)4.664
6%(+)0.3708%
VC = 265’
K = 62
PI = 16+20.00
EL = 194.33’
(+)0.3708% (+)0.9748%
PI = 18+20.00
EL = 196.28’
(+)1.1099%
PI = 19+60.00
EL = 197.83’
(+)1.1099% (-)3.2382%
VC = 265’
K = 61
DS = 60mph
DS = 45mph
DS = 45mph
BE
GIN P
ROP
OS
ED
GR
AD
E
-L- 10
+70.0
0
193.3
0
-L- 21+
00.0
0
EN
D
PR
OP
OS
ED
GR
AD
E
EXISTING BRIDGE
10+00 11+00 12+00 13+00
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
5/14/99 SHEET NO.PROJECT REFERENCE NO.
14-
MA
Y-2014 07:2
9S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\proj\42634_
Rdy_sht_6.D
GN
$$$$
US
ER
NA
ME$$$$
-Y-
I-5500 6
PI = 11+25.00
EL = 179.62’
(+)0.1357% (+)3.5869%
VC = 170’
K = 49
PI = 12+75.00
EL = 185.00’
(+)3.5869%
(+)2.4861%
VC = 50’
DS = 35mph
K = 45
DS = 40mph
179.4
5
BE
GIN P
ROP
OS
ED
GR
AD
E
-Y- 10
+40.0
0 186.3
0
-Y- 13
+27.2
9
EN
D
PR
OP
OS
ED
GR
AD
E
5/28/99
SHEET NO.PROJECT REFERENCE NO.
14-
MA
Y-2014 08:5
3S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\proj\42634_
Rdy_sht_7.d
gn
$$$$
US
ER
NA
ME$$$$
10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00
10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 14+00
-RPA- -RPB-
-RPC- -RPD-
I-5500 7
175
185
195
205
DS = 40mph
190.3
7
BE
GIN P
ROP
OS
ED
GR
AD
E 196.19
EN
D
PR
OP
OS
ED
GR
AD
E
-R
PD- 10
+50.0
0
-R
PD- 13
+10.18
PI = 12+00.00
EL = 196.23’
VC = 200’
K = 48
(+)3.9041%
(-)0.0328%
175
185
195
PI = 13+25.00
EL = 191.50’
(+)3.0000%
(+)1.1432%
VC = 100’
K = 54
DS = 40mph
189.2
5
BE
GIN P
ROP
OS
ED
GR
AD
E
192.0
0
EN
D
PR
OP
OS
ED
GR
AD
E
-R
PA- 12
+50.0
0
-R
PA- 13
+87.9
8
175
185
195
(+)0.0000%
PI = 11+20.00
EL = 192.03’
(+)0.0000% (-)4.0722%
VC = 180’
K = 44
DS = 40mph
192.2
7
BE
GIN P
ROP
OS
ED
GR
AD
E
-L- 10
+13.9
7
184.7
0
-L- 13
+00.0
0
EN
D
PR
OP
OS
ED
GR
AD
E
175
185
195
205
DS = 35mph
196.16
BE
GIN P
ROP
OS
ED
GR
AD
E
193.9
8
EN
D
PR
OP
OS
ED
GR
AD
E
(-)1.3198%
PI = 10+50.00
EL = 195.66’
(-)3.3578%
VC = 70’
K = 34
-R
PC- 10
+12.0
3
-R
PC- 11+00.0
0
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:4
2S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
L.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
170 170
11+00.00
180 180
190 190
170 17011+50.00
180 180
190 190
170 170
12+00.00
180 180
190 190
170 17012+50.00
180 180
190 190
200
170 17013+00.00
180 180
190 190
200 200
17013+50.00
X-1I-5500
-L-
5 10
177.27
0.020 0.0203:1 3:1
177.53
178.79
0.020 0.0203:1 3:1
179.23
180.49
0.020 0.0203:1 3:1
181.11
182.34
0.020 0.020
3:12.4:1
183.17
184.36
0.020 0.020
2.5:1
185.41
186.45
0.020 0.020
2:1
187.75
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:4
3S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
L.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190 190
200
170 17014+00.00
180 180
190 190
200 200
170
14+50.00
190 190
200 200
180 180
15+00.00
190 190
200 200
180 180
15+50.00
180 180
190 190
200 200
170 170
16+00.00
180 180
190 190
170 170
16+50.00
X-2I-5500
-L-
5 10
188.49
0.020 0.020
3:1 2.6:1
189.86
190.27
0.020 0.020
191.56
191.67
0.014 0.020
192.86
192.97
0.006 0.020
3:13:1
193.75
193.95
0.020 0.020
3:1
194.24
BEGIN BRIDGE
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:4
4S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
L.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190
170 170
18+00.00
180 180
190 190
200 200
210
170
18+50.00
190 190
200 200
210 210
180
19+00.00
200 200
210
190 190
19+50.00
190 190
200 200
210 210
180
20+00.00
190 190
200 200
210 210
20+50.00
X-3I-5500
-L-
5 10
END BRIDGE
196.29
0.020 0.020 3:1
196.57
196.18
0.020 0.020 3:1
196.73
195.75
0.020 0.020
196.49
195.12
0.020 0.0203:1
195.84
194.21
0.020 0.0203:1 3:1
194.77
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:4
6S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
L.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
190 190
200 200
180 180
21+00.00
190 190
200 200
180 180
21+50.00
190 190
200 200
22+00.00
X-4I-5500
-L-
5 10
193.18
0.020 0.020 3:1
193.30
192.31
191.56
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:4
9S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
Y.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190 190
170 170
10+00.00
180 180
190 190
170 17010+50.00
180 180
190 190
170 17011+00.00
180 180
190 190
170 17011+50.00
180 180
190 190
170 17012+00.00
180 180
190 190
200 200
170 17012+50.00
X-5I-5500
-Y-
5 10
179.37
179.67
0.020 0.0203:1
179.95
180.34
0.020 0.0203:1 3:1
180.88
181.52
0.001 0.0203:1 3:1
182.32
182.99
0.019 0.0203:1 2.4:1
184.10
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:5
0S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
Y.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190 190
200 200
170 17013+00.00
X-6I-5500
-Y-
5 10
184.35
0.039 0.0393:1
2:1
185.62
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:5
3S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
RP
A.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190 190
170 170
12+00.00
180 180
190 190
170 170
12+50.00
180 180
190 190
170 17013+00.00
180 180
190 190
200 200
170 170
13+50.00
190 190
200 200
180 18014+00.00
X-7I-5500
-RPA-
5 10
187.67
189.19
190.20
0.030 0.0303:1
3:1
190.69
190.60
0.030 0.0303:1 3:1
191.73
190.72
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:5
5S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
RP
B.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190 190
200 200
170 170
10+00.00
180 180
190 190
200 200
170 170
10+50.00
180 180
190 190
200 200
170 170
11+00.00
180 180
190 190
200 200
170 170
11+50.00
180 180
190 190
200 200
170 17012+00.00
X-8I-5500
-RPB-
5 10
190.87
190.74
0.027 0.027
3:1
191.98
190.29
0.023 0.0233:1
3:1
191.48
189.25
0.018 0.018
3:13:1
190.40
187.75
0.014 0.014
3:1
188.76
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 15:5
6S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
RP
B.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190 190
200 200
170 17012+50.00
180 180
190 190
170 17013+00.00
X-9I-5500
-RPB-
5 10
186.13
0.010 0.010
3:13:1
186.74
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 16:0
9S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
RP
C.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
200 200
190 19010+00.00
190 190
200 200
210 210
180 18010+50.00
180 180
190 190
200 200
170 170
11+00.00
180 180
190 190
200 200
170 17011+50.00
180 180
190 190
170 17012+00.00
X-10I-5500
-RPC-
5 10
195.14
0.010 0.010 3:1
195.46
193.85
0.010 0.010
3:1
193.99
191.90
189.58
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 16:10
S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
RP
D.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
180 180
190 190
170 170
10+00.00
180 180
190 190
200 200
170 170
10+50.00
180 180
190 190
200 200
11+00.00
180 180
190 190
200 200
210 210
170 170
11+50.00
180 180
190 190
200 200
210 210
12+00.00
X-11I-5500
-RPD-
5 10
188.39
190.25
191.98
0.010 0.0103:1
3:1
192.32
193.54
0.010 0.0103:1
3:1
194.03
194.64
0.010 0.0103:1
3:1
195.24
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
22-
AU
G-2013 16:12
S:\
DD
C\
Projects\I-5500 45470
Long
Branch
Rd over I-95
Exit 71_
Harnett
Co\
Road
way\xsc\42634_
Rdy_xpl_
RP
D.d
gn
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
190 190
200 200
210 210
180 18012+50.00
190 190
200 200
210 210
13+00.00
X-12I-5500
-RPD-
5 10
195.23
0.010 0.010 3:13:1
195.96
195.46
0.010 0.0103:1
3:1
196.19