9 8 0 state of north carolina 9 0 division of...
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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 DATAPrepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
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NT
RA
CT:
TIP P
ROJE
CT:
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
5
NCDOT CONTACT
ONSLOW COUNTY
50 25 50 100
50 10050 25
10 2010 5
AND NC 53 (WESTERN BOULEVARD)INTERSECTION OF SR 1308 (GUM BRANCH ROAD)
PROJECT ROADWAY DESIGNER
LOCATION:
TYPE OF WORK:
NSRS 2007
NAD 83/
BEGIN PROJECT
END PROJECT
SR 1308
GU
M
BRANCH ROAD
BLVDWESTE
RN
4
-L-
-Y-
VICINITY MAP
U-5319
U-5319
45433.1.1 PE
TOTAL LENGTH OF TIP PROJECT U-5319
LENGTH OF ROADWAY TIP PROJECT U-5319
MINOR ARTERIAL
REGIONAL TIERN
C 53
WESTER
N
BLV
D
& NC 24TO US 258
ROAD SR 1308GUM BRANCH
-L- POT STA 25+00.00
BEGIN TIP PROJECT U-5319
TO US 17
7
6DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- POT- STA 42+00.00
END TIP PROJECT U-5319
28,300
2040 52,600
8%
60%
4% *
DUAL=3%* TTST=1%
50 MPH
= 0.322 MILES
= 0.322 MILES
HPPSTP-1308(013)
-Y- POT- STA 109+21.00
END CONSTRUCTION U-5319
90
%
PL
AN
SU
BMIT
TA
L
-YXO- POT- STA 14+07.55
END CONSTRUCTION
-YXO- POC- STA 10+88.41
-Y- POC- STA 89+90.00
BEGIN CONSTRUCTION U-5319
GRADING, DRAINAGE, PAVING AND SIGNALSEXISTING TRAFFIC SIGNAL
DC0018
4
MICHAEL BASS
45433.1.1 HPPSTP-1308(013) ROW/CONSTR
JUNE 28, 2017
2015
K2018 STANDARD SPECIFICATIONS
APRIL 19, 2018
DOUG M. WHEATLEY, PE
CORY GRELL, PE
Moon
Cree
k
Elem. Sch.Parkwood
RIV
ER
NE
W
High Sch.Jacksonville
Half Moon Creek
Creek
Moon
Half
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
U-5319 1B
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
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
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 Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas LineA/G Gas
Above Ground Water Line
Above Ground Sanitary SewerA/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole OF
S3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
v
v
Drainage 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 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
*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.
SHEET NO.PROJECT REFERENCE NO.
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
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
CA
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
12/2/2016
Computed Property CornerRIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. C2PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1
U
D1PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.2'-6" CURB AND GUTTERR1
C1AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
GRADE
POINT
GRADE TO THIS LINE TYPICAL SECTION NO. 2
GRADE
POINT
GRADE TO THIS LINE TYPICAL SECTION NO. 1
-L- STA 25+00.00 TO STA 27+00.00
-L- STA 27+00.00 TO STA 33+28.34
2A-1
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 1 1/2" OR GREATER THAN 2" IN DEPTH.C3
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D2GREATER THAN 4" IN DEPTH.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" OR
TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
THAN 5.5•" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" OR GREATERE2
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
U-5319
**NOTE: FROM -L- STA 28+00.00 TO STA 30+00.00 MILL EXISTING PAVEMENT
MILLING (VARIABLE)V
WHICH AVOID IMPACTS TO THE EXISTING SIDEWALK.*NOTE: SEE CROSS SECTIONS FOR AREAS OF THE BERM
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5" MONOLITHIC ISLAND (SURFACE MOUNTED)R2
4" CONCRETE SIDEWALKS
-L-
/// /// /// ///
MIN.
U
E2
3"MIN.
2.5"MIN.
2.5"
MIN.
3"
Detail Showing Method of Wedging
C SURVEY L
C3
D2 D1C1
E2
GRADE TO THIS LINE
GRADE TO THIS LINE
EARTH MATERIALT
EXISTING PAVEMENT
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FINAL PAVEMENT SCHEDULE
CL
C1D1
E1
0.025
2'
6"
T
R1C1
0.025 0.025
UW
-L-
C2
11"
2'
6"
T
R1
1:1
12'-11' 12'-11' 6'-8.5' 6'-19' 12'-11' 12'-11'
SEE XSC*VARIES
0.025
10' 3'-6" MIN
GROUNDEXISTING
GROUNDEXISTING
CL
C1D1
E1
0.025 0.025
2'
C1
0.025 0.025
U
R2
5.5'
(SEE PLANS)
-L-
C2
11"
11' 11' 11' 11' 11'8'3'2'
V **
6.5'-10'3'-6" MIN
GROUNDEXISTING
GROUNDEXISTING
VAR.
R2
(SEE PLANS)
VAR.
SEE XSC*VARIES1' SAW CUT
W
C2
D1
6"
T
R1
1:1
SEE XSC*VARIES
C2
D1
1' SAW CUT6"
T
R1
SEE XSC*VARIES
J1
J1
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAILW
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
PROP. 6" AGGREGATE BASE COURSEJ1
PAVEMENT DESIGN
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
2A-2
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
4:1
4:1
GRADE TO THIS LINE
4:1
4:1
GRADE
POINT
GRADE TO THIS LINE
GRADE
POINT
U-5319
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C2
C3
D2
E1
T
U
D1
R2
2'-6" CURB AND GUTTERR1
V
C1 PROP. APPROX. 1.5" ACSC, TYPE S9.5B
PROP. VAR. DEPTH ACSC, TYPE S9.5B
PROP. VAR. DEPTH ACIC, TYPE I19.0B
PROP. APPROX. 4" ACIC, TYPE I19.0B
MILLING (VARIABLE)
E2
S
5" MONOLITHIC ISLAND (SURFACE MOUNTED)
4" CONCRETE SIDEWALK
GRADE TO THIS LINE
GRADE TO THIS LINE
PROP. APPROX. 3" ACSC, TYPE S9.5B
PROP. APPROX. 4" ACBC, TYPE B25.0B
PROP. VAR. DEPTH ACBC, TYPE B25.0B
EXISTING PAVEMENT
EARTH MATERIAL
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CL
C1D1
0.0250.025
2'
C1
0.0250.025
U W
R2
5.5'
4'
(SEE PLANS)
-L-
C2
0.02
11'11'11'11'11' 2' 10'
0.02
-L- STA 34+54.35 TO STA 39+00.00
V**
8.5' 2.5'
TYPICAL SECTION NO. 3
11"
**NOTE: FROM -L- STA 34+54.35 TO STA 36+00.00 MILL EXISTING PAVEMENT
2.5'-10'
GROUNDEXISTING
GROUNDEXISTING
6"
T
R1
1:1
C2
D1
1' SAW CUT6"
T
R1
CL
C1D1
0.0250.025
2'
C1
0.0250.025
U W
R2
5.5'
4'
(SEE PLANS)
-L-
C2
2' 10'
-L- STA 39+00.00 TO STA 42+00.00
TYPICAL SECTION NO. 4
11"
11'-12'VAR.
11'-12'VAR.
6'-8.5'VAR.
0.5'-13.5'VAR.
11'-12'VAR.
11'-12'VAR.
2.5'-10'VAR.
4:1
4:1GROUNDEXISTING
6"
T
R1
1:1
C2
D1
0.02
1' SAW CUT 4:1
4:1
0.02
GROUNDEXISTING
6"
T
R1
FINAL PAVEMENT SCHEDULE
J1
J1
W STANDARD WEDGING DETAILVARIABLE DEPTH ASPHALT PAVEMENT (SEE
J1
UNLESS SHOWN OTHERWISE.NOTE: PAVEMENT EDGE SLOPES ARE 1:1
PROP. 6" ABC
E1
E1
PAVEMENT DESIGN
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
C2
C3
D2
E1
T
U
D1
R2
2'-6" CURB AND GUTTERR1
V
2A-3
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
C1 PROP. APPROX. 1.5" ACSC, TYPE S9.5B
PROP. VAR. DEPTH ACSC, TYPE S9.5B
PROP. VAR. DEPTH ACIC, TYPE I19.0B
PROP. APPROX. 4" ACIC, TYPE I19.0B
U-5319
MILLING (VARIABLE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
6:14:1
4:1
6:1
GRADE
POINT
GRADE
POINT
CL
TYPICAL SECTION NO. 6
2'
0.025
-Y-
SEE PLANSVARIES
.086:1
6'
4'SEE PLANSVARIES
8'
0.08
2'
0.025 .035 6:1
6'
4'
8'
0.08
6:1
4:1VARIABLE
GROUNDEXISTING
30'
6:1
18'
4:1
GROUNDEXISTING
FO
R C
UTS
HIN
GE P
OIN
T
6'
-Y- STA 92+17.08 TO STA 93+97.37
GRADE
POINT
CL -YXO-
GRADE
POINT0.025
2' 4'
GROUNDEXISTING
SIDEWALKCONC.
VARIES
E2
S
S
5" MONOLITHIC ISLAND (SURFACE MOUNTED)
4" CONCRETE SIDEWALK
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE GRADE TO THIS LINE
12'-36'VAR.
11"
34'
ROLLOVERMAX .06
PROP. APPROX. 3" ACSC, TYPE S9.5B
PROP. APPROX. 4" ACBC, TYPE B25.0B
PROP. VAR. DEPTH ACBC, TYPE B25.0B
EARTH MATERIAL
EXISTING PAVEMENT
11"
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FINAL PAVEMENT SCHEDULE
CL
TYPICAL SECTION NO. 5
C1
2'
0.025
-Y-
0.086:1
C2
D1
6'
4'
8'
0.08
C2C2
2'
0.0256:1
6'
4'
8'
0.08
D1
6:1
4:1VARIA
BLE
GROUNDEXISTING
30' 18'
GROUNDEXISTING
GROUNDEXISTING
FO
R C
UTS
HIN
GE P
OIN
T
6' 10'12'
-Y- STA 89+90.00 TO STA 92+17.08
CL -YXO-
0.025
12'
E1
0'-44'VAR.
U E1E1D1
0'-12'VAR.
11"11"
ROLLOVERMAX .06
0.035
PLANSSEE
VARIES
PLANSSEE
VARIES
11"
TTTT
3:1 M
AX
VAR. 12'-24' VAR. 12'-53'
C2D1
E1TT
VAR. 0'-44'
T E1D1
C2
UE1
D1
C2
T
C1
STANDARD WEDGING DETAILVARIABLE DEPTH ASPHALT PAVEMENT (SEE
W
J1
UNLESS SHOWN OTHERWISE.NOTE: PAVEMENT EDGE SLOPES ARE 1:1
PROP. 6" ABC
3:1 M
AX
PAVEMENT DESIGN
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
TYPICAL SECTION NO. 7
6:1
8'
2'
EXIST.
SEE PLANSVARIES
.08
6'
4'SEE PLANSVARIES
8'
0.086:1
18'
4:13:1 M
AX
4:1
GROUNDEXISTING
6:1
GROUNDEXISTING
FO
R C
UTS
HIN
GE P
OIN
T
6' 10'
GRADE
POINT
EXIST.6:1
2'
0.025
SEE PLANSVARIES
.08
6'
4' SEE PLANSVARIES
0.08
GRADEPOINT
0.025
6:1
4:1VARIA
BLE
GROUNDEXISTING
30'
-Y- STA 93+97.37 TO STA 99+52.70
C2
C3
D2
E1
T
U
D1
R2
2'-6" CURB AND GUTTERR1
V
2A-4
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
C1 PROP. APPROX. 1.5" ACSC, TYPE S9.5B
PROP. VAR. DEPTH ACSC, TYPE S9.5B
PROP. VAR. DEPTH ACIC, TYPE I19.0B
PROP. APPROX. 4" ACIC, TYPE I19.0B
U-5319
MILLING (VARIABLE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
E2
S
5" MONOLITHIC ISLAND (SURFACE MOUNTED)
4" CONCRETE SIDEWALK
GRADE TO THIS LINE
GRADE TO THIS LINE
GRADE TO THIS LINE
CL-Y-
34'
PROP. APPROX. 3" ACSC, TYPE S9.5B
PROP. APPROX. 4" ACBC, TYPE B25.0B
EARTH MATERIAL
EXISTING PAVEMENT
PROP. VAR. DEPTH ACBC, TYPE B25.0B
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34'
12'-24'VAR.
11"
FINAL PAVEMENT SCHEDULE
VAR. 20'-44'VAR. 12'-24' VAR. 12'-24' VAR. 12'-24'
E1
D1 C2C1
C2 D1
E1U
11"
D1
E1
C2
11"
U
C1
T T T T
C2 D1
E1
11"
TYPICAL SECTION NO. 8
0.020
2'
6'
0.08GROUNDEXISTING
0.025
SEE PLANSVARIES2'
GROUNDEXISTING
0.020 0.200
CL -Y-71'
35'
(SEE PLANS)
34'
0.200
GRADEPROFILE
Y_LT
POINT
GRADEPROFILE
Y_RT
POINT
-Y- STA 104+42.46 TO STA 108+50.00 LT-Y- STA 100+59.30 TO STA 108+50.00
*
*4'
C1C2 D1
E1U W
R2 C1
GRADE TO THIS LINE
11"11"
11"
E1
C2
D1
U W
C1
VAR. 10'-22' VAR. 26'-38'
STANDARD WEDGING DETAILVARIABLE DEPTH ASPHALT PAVEMENT (SEE
W
V**
STA 102+00.00 MILL EXISTING PAVEMENT**NOTE: FROM -Y- STA 100+50.00 TO
J1
UNLESS SHOWN OTHERWISE.NOTE: PAVEMENT EDGE SLOPES ARE 1:1
PROP. 6" ABC
PAVEMENT DESIGN
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
36'
110' EOT BAY TAPER LT
33'
6'
10.3
2'
5.5'
44'
55'
8.5'
8.5'
25.4'1
2.0'
31.3'
3'
33'
5.5'
55'
3'
22'
55'
5.5'
13.5'
21'
1'
36'
48'
22'
10'
4'
-L- AND -Y-INTERSECTION AND DIMENSION DETAIL
-L- AND -Y-INTERSECTION AND DIMENSION DETAIL
300' EOT TAPER RT
+00.0
0
TAPER RT
100' MEDIAN BAY
+00.0
0
+83.19
114' R
100' R
+20.11
50' R
+78.9
3
2.0' R
59.85' LT
+32.62 -L-
55.75' R
81.50' LT
+79.08 -L-
45.75' R
71.50' LT
+78.93 -L-
1.0' R
38.25' LT
+46.07 -L-
1.0' R
38.25' LT
+15.83 -L-
+10.11
+57.2
0
+80.3
1
43' R
5.32' R0.07' LT
+05.32 -L-
+39.6
5
2.00' R
16.25' RT
+53.00 -L-
-Y-
+01.77
2' PS
4' PS
-Y-
+28.18
-Y-
+28.29
-Y-
+87.74
2' PS
2' PS
50' R
30' R
30' R
TAPER RT100' EOT BAY
+00.0
0
+00.0
0
200' EOT BAY TAPER RT
100' MEDIAN TAPER LT
+79.0
8
+00.0
0
-Y-
4' PS
2' PS
-Y-
-L- -L-
+97.3
9
45' R
35' R
-Y-
+94.46
+00.00
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-5319
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2B-1
-Y- STA 98+00.00
MATCHLINE SEE SHEET 6
-L- STA 36+
00.0
0M
ATC
HLIN
E SEE S
HEET 5
-Y- STA 102+50.00
MATCHLINE SEE SHEET 7
06-
DE
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B-1.d
gn
HN
TB
5/14/99
FOR -Y- PROFILE, SEE SHEET 9FOR -L- PROFILE, SEE SHEET 8FOR -L- AND -Y- ALIGNMENTS, SEE SHEET 4
54.6
4'
RT
+85.0
8
0
PLANS
50 1002550
NAD 83/ 2007
+03.2
8
PROP GUARDRAIL
AT-1
CAT-1PROP GUARDRAIL
+30.18
+63.6
6
50' R50' R
+16.09 -Y-
2.58' LT
8.00' R
26'
72'
7.5' R
10.5' RT
+12.72 -Y-179' R
179' R
2.0' R
5.75' LT
+80.00 -L-
8:1 TAPER
-Y-
+54.29
-Y-
+13.74
8:1 TAPER
TAPER RT
200' IE
OT
55' R
25.00' R
73.39' LT
+25.66 -Y-
GREU TL-3
GREU TL-3
100
-Y- POT STA 100+17.09
-L- POT STA 34+03.50 =
-L- 25+
00
-L- 30+
00
35+
00
-L-
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
Slope
Ditch
Front
(SURFACE MOUNTED)CONCRETE ISLANDPROP. 5" MONOLITHIC
SIDEWALKEXISTINGTIE TO
SIDEWALKEXISTINGTIE TO
SIDEWALKEXISTINGTIE TO
PLACEREMAIN IN SIDEWALK TO
REMAIN IN PLACESIDEWALK TO
PLACEREMAIN IN SIDEWALK TO
RETAIN
15" RCP-IVREMOVE
RETAIN
15" RCP-IV
RETAIN
RETAIN
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
SEE DETAIL 1
SPEC. CUT DITCH
RCP-IV
15"
RCP-IV
15"
TO TB JB w/ MH
BLIND JB
CONVERT
TO TB JB w/ MH
BLIND JB
CONVERT
TO TB JB w/ MH
CONVERT DI
TO TB JB w/ MH
w/ SLAB LID
CONVERT JB
TO TB JB w/ MH
CONVERT CB
TO TB JB w/ MH
BLIND JB
CONVERT
PLUG & FILL
& FILL
PLUG
PLUG & FILL
4' OF 15" RCP
REMOVE DI AND
RETAINRETAIN
NAD 83/ 2007
-L- STA 36+
00.0
0M
ATC
HLIN
E SEE S
HEET 5
FOR -L- PROFILE, SEE SHEET 8
-L-
-Y-
06-
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Proj\sr1308_rdy_psh4.d
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HN
TB
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
4U-5319
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Y- STA 98+00.00
MATCHLINE SEE SHEET 6
-Y- STA 102+50.00
MATCHLINE SEE SHEET 7
FOR -Y- PROFILE, SEE SHEET 9
SR 2071 (Western Blvd)
14,200
24,000
3,000
5,100
21,500
41,200
700
1,200
2,400
4,000
10,000
16,900
28,300
52,600
500
800
TRAFFIC DIAGRAM
Rd)
(Gum Branch
SR 1308
Rd)
(Gum Branch
SR 1308
2015
2040AADT YEAR
FOR -Y- INTERSECTION DETAIL, SEE SHEET 2B-1
NC 53 (Western Blvd)
EXISTING TRAFFIC SIGNAL
-L- POT STA 25+00.00BEGIN CONSTRUCTIONBEGIN TIP PROJECT U-5319
RE
VISIO
NS
Rig
ht-
of-
way Revisio
n 08-15-2017 -
Parcel 6
RO
W
Fla
g
Change for Fla
g +00.0
0 -
Y- 10
1.00' LT
Rig
ht-
of-
way Revisio
n 07-14-2017 -
Changed Parcel 2 South of S
R 2071 to Parcel 11. P
arcel 4 Split into Parcel 4
& 4
A. A
dded
Do Not
Disturb Sig
n to Parcel 6
DM
W
Flatter6:
1 or
D4:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. -Y- 98+00 TO 98+50 LT.FROM STA. -Y- 93+50 TO 96+00 RT.
DETAIL 1
Min. D= 1 Ft.
Ground
Natural
S
15" RCP
15"
RCP
DI15" RCP CB
CBCB
CBCB
CB
CB
CB
CB
CB
CB
42" CONC
42" CONC
CB
CB
30" C&G
30" C&G
30" C&G
30" C&G
DB 2877 PG 306
DB 2930 PG 903
CVS 5594 NC LLC
F C W & P PROPERTIES LLC
100.0
0'
EXISTING R/W
EXISTING R/W
DB 4367 PG 561
DB 2848 PG 636
RIVER OF LIFE INC
CB
CB
EIP
EIP
PAVEMENT WIDTH VARIES
SR 1308 GUM BRANCH RD.
PAVEMENT WIDTH VARIES
SR 1308 GUM BRANCH RD.
S
S
LTLT
LT LT
EIPEIP
15" R
CP
PIP
E
CO
NTIN
UES
DI15" RCP
15" RCP
36"
RC
P
DB 2930 PG 903
PUBLIC UTILITY EASEMENT
CONC
60" CONC
60" CONC
60" CONC
30" C&G30" C&G
24" C&G 24" C&G
24"
C&
G15" RCP
15" R
CP
CB
CB 24" C&G24" C&G
60" CONC
60" CONC
60" CONC60" CONC
60" CONC
BST PA
LT
LT
LT
W
S
PROPERTIES LLCF C W & P
WILLIAMS, JR.A. TAB
PG 308DB 1344
12"
RC
PJBBLIND 12" RCP12" RCP
JBBLIND
12"
RC
P
15" RCPJBBLIND
24"
RC
P
24" RCP
30"
RC
P
15"
RC
P
JBBLIND
15"
RC
P
JBBLIND
15"
RC
P
12"
RC
P
JBBLIND 15" RCP
12"
RC
P
15" RCP 18" RCP
36" RCP
15"
RC
PC
B
DI
15" RCP
EIP
EIPEIPEIP
PB 53 PG 69
PB 68 PG 173PB 68 PG 173PB 53 PG 38
SCHAEFFER MILTON TURNER JR & ANNE
PB 68 PG 131J
AC
KS
ON
VIL
LE
CIT
Y
LIMIT
S
EIP
S
SS
S
S
30" RCP
24" R
CP
CONC HW
CONC HW
-BL- 2
EIP
S 78°5
5'0
0"
W384.5
1'
S 78°5
5'0
0"
W299.5
7'
S 78°5
5'0
0"
W266.0
2'
S 68°2
3'5
6"
W
233.4
1'
N 21°36'04" W
189.84' N 11°05'50" W105.49'
S 78°5
4'10"
W332.4
7'
217.8
5'
114.6
2'
60" C
ON
C
48" C
ON
C
48" C
ON
C
;;DITCH
N 78°5
5'0
0"
E202.5
5'
N 11°05'00" W
HH
S
HHHHH
HS
HH
HH
HHH
H
HH
TR
AFFIC SIG
NA
L
VA
UL
T
WIT
H
HH
VA
UL
T
ON P
OS
T
ME
TE
R
W
T
T
W
TR
AFFICTR
AFFIC
(EM
PT
Y)
TR
AFFIC
(EM
PT
Y)
TR
AFFIC
TR
AFFIC
12" 12"
12"
12" PVC
12"
PV
C
12"
PV
C
12"
8"
PL
AS
TIC
12" PVC RAW WATER
16"
12" PVC RAW WATER
16"
12" PVC RAW WATER
24"
C&
G
DB 4367 PG 561
PB 47 PG 127
ANNE SCHAEFFER MILTON TURNER JR &
PABST
PABST
UTILITY EASEMENT
PUBLIC
EASEMENTUTILITYPUBLIC
GP
S
SR13
08-1
LT
S
DI
LT
BFP
16"
BST PA
BST PA
BST PA
60" C
ONC
6" PLASTIC
30' DRAINAGE & UTILITY EASEMENT 30' DRAINAGE & UTILITY EASEMENT
8' WATER EASEMENT & LANDSCAPE STRIP
20' PUBLIC SEWER EASEMENT
20' PUBLIC WATER EASEMENT
30' DRAINAGE & UTILITY EASEMENT
30'
DR
AIN
AG
E
&
UTILIT
Y
EA
SE
ME
NT
PU
BLIC
UTILIT
Y
EA
SE
ME
NT
30' B
ST
WE
ST
ER
N
BL
VD
SR 2071
12" PVC RAW WATER
TRAFFIC
EA
SE
ME
NT
20'
PU
BLIC
SE
WE
R
30' B
ST
WE
ST
ER
N
BL
VD
SR 2071
52' B
ST
NC 53
WE
ST
ER
N
BL
VD
28' B
ST
WE
ST
ER
N
BL
VD
NC 53
89.0
0'
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
200.00'
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
200.00'
EXIS
TIN
G
R/
W
111.00'
EXISTING R/W
EXIS
TIN
G
R/
W
DB 4210 PG 502
PB 68 PG 131PB 68 PG 191
DB 4071 PG 734
DB 4207 PG 486
PB 68 PG 191
C4 J
AC
KS
ON
VIL
LE
LL
C
KINSTON ENTERPRISES LLCMDI MANAGEMENT LLC
C4 JACKSONVILLE LLC
(SURFACE MOUNTED)
CONCRETE ISLAND
PROP. 5" MONOLITHIC
EXISTINGTIE TO
025
02
01
025
02
01
01
02
025
02
025
INC.36'
+92.2
4
+62.3
5
REMOVE
ISLANDMONOLITHIC
RETAIN
CR
CRC
R
CR
CRCR
CURBEXISTING
TIE TO45' R
CURBEXISTING
TIE TO35' R
CR
CR
01
(SURFACE MOUNTED)
CONCRETE ISLAND
PROP. 5" MONOLITHIC
EXISTINGTIE TO
025
02
01
025
02
01
00
0031
0031
00
01
02
01
02
INC.
36'
INC.
36'
+74.77
+52.17
INC.
36'
+46.15
01
02
INC.
36'
00
01
02
025
025
02
01
025
02
01CURB AND GUTTER
TIE TO EX.
CURB AND GUTTERTIE TO EX.
SIDEWALKTIE TO EX.
CR
INC.36'
CR
SIDEWALKTIE TO EXISTING
DISTURB SIGNDO NOT
+29.45
CR
CR
CR
CR
F
F
F
C
C
C
C
C
F
F C
F
F
F
F
F
F
F
C
FC
F
F
C
C
C
C
F
C
F
F
C
F
F
F
100
-Y- POT STA 100+17.09
-L- POT STA 34+03.50 =
-L- 25+
00
-L- 30+
00
35+
00
-L-
1
2
3
44A
5
6
7
11
8
55.70' RT
+15.20 -L-
51.00' RT
56.00' RT
+00.00 -L-
99.00' RT
+32.00 -Y-
99.00' RT
+50.00 -Y-
82.00' LT
+00.00 -L-
46.97' LT
57.00' LT
+00.00 -L- 82.00' LT
+65.00 -L-57.00' LT
+70.00 -L-
51.00' LT
+85.00 -L-
87.00' RT
+40.00 -L-
73.98 RT67.00' RT+32.40 -L-
67.00' RT
62.00' RT
+00.00 -L-
87.00' RT
+74.00 -L-
49.00' RT
+00.00 -L-
66.00' RT
56.00' RT
+20.00 -L-
75.22' RT62.00' RT+64.00 -L-
66.50' RT
57.00' RT
+57.00 -L-
67.00' RT
55.20' RT
+00.00 -L- 67.00' RT
53.94' RT
+30.00 -L-
101.00' LT+00.00 -Y-
CB
ADJUST
CB
ADJUST
CB-E
DI
DICB-F
RETAIN
RETAIN
RETAIN
RETAIN
15" RCP-IV
CB-G
RETAIN
RETAIN RETAIN
15" RCP-IVCB
ADJUST CB-F
REMOVE
MH
ADJUST
CB-G
CB-F
15" R
CP-IV
CB-G
RETAIN
DI
CB
ADJUST
0407
0414
0412
0413 0420
0421
0422
0424
0425
0411
0440
0439
0438
RETAIN
0434
0433
0432
0441
0430
0426
0444
15" RCP-IV
15" RCP-IV
15" RC
P-IV
RETAIN0445
0410
0419
0423
0443
MH
ADJUST0436
0437
0442
DI
DI
DI
RETAINRETAIN
RETAIN
RETAIN
RETAIN
RETAIN
15" RC
P-IV
w/ MH
TO TB JB
BLIND JB
CONVERT
TO TB JB w/ MH
BLIND JB
CONVERT
RETAIN
PLU
G
& FIL
L0446
DI
15" RCP-IV
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
SIDEWALKEXISTINGTIE TO
RETAIN
REMOVE RETAIN
RETAIN
RETAIN
RETAINRETAIN
TO TB JB w/ MH
BLIND JB
CONVERT
PLUG & FILL
NAD 83/ 2007
FOR -L- PROFILE, SEE SHEET 8
-L- STA 36+
00.0
0M
ATC
HLIN
E SEE S
HEET 4
06-
DE
C-2017 13:5
3\
Road
way\
Proj\sr1308_rdy_psh5.d
gn
HN
TB
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
5U-5319
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- POT- STA 42+00.00END CONSTRUCTIONEND TIP PROJECT U-5319
RE
VISIO
NS
Rig
ht-
of-
way Revisio
n 07-14-2017 -
New
Property O
wner Added to Fin
al Survey is now
Parcel 10. Milto
n Turner Jr
&
Anne Schaeffer Parcel
Nu
mber Changed fro
m
Parcel 2 to Parcel 11.
DM
W
PAVEMENT WIDTH VARIES
SR 1308 GUM BRANCH RD.
30" C&G
30" C&G
111.00'
89.0
0'
EXISTING R/W
EXISTING R/W
CB
CB
EIP
A. TAB WILLIAMS, JR.
DB 1344 PG 308
PER PC35 PG 197
AREA TO BE DEEDED TO NCDOT
WILLIAMS, JR.A. TAB
12"
RC
P
SIG
NA
L
SIG
NA
L
CB
CB
CB
DI
DI
DI
12"
RC
P 12" R
CP
18" RCP
12"
RC
P
15" RCP
18" RCP
18" RCP
DB 4367 PG 561
MILTON TURNER JR & ANNE SCHAEFFER
DB 4367 PG 561
DB 1419 PG 338
BAILEY & ASSOCIATES INC
PB 35 PG 197
DB 3898 PG 799
PB 35 PG 197
RKW PROPERTIES LLC
DB 1768 PG 376
PB 35 PG 197
PV WHALEY INC.
EIP
EIP
EIP
EIPEIP
EIPEIP
EIP
EIP
EIP
EIP
PB 47 PG 127 PB 47 PG 127
JA
CKS
ON
VIL
LE
CIT
Y
LIMIT
S
ECM
S
S
S
S
S
-BL- 1
48" CONC48" CONC
48" CONC
30" C&G
30" C&G
LINE CONTINUES
N 69°4
5'2
4"
E299.3
0'
N 69°4
5'2
4"
E16
7.12'
S 21°35'52" E
209.03'
N 21°35'52" W
215.60'
N 68°2
4'0
8"
E
178.0
0'
N 68°2
4'0
8"
E
185.9
8'
N 21°35'52" W
27.63'
S 21°35'52" E
187.73'
LT
LT
LT
LT
T
HHH
H T
T
T
HH
HH
VA
UL
T
HH
VA
UL
T
T T
T
HH
T
SCH
H
HH
HH
HH
HH
C
HH
HH
VA
UL
T
HH
VA
UL
T
HH
VA
UL
T
TR
AFFIC
TR
AFFIC
TR
AFFIC
(EM
PT
Y)
TR
AFFIC
TR
AFFIC
12" PVC 12" PVC 12" PVC
12" PVC
8"
PV
C
6" PLASTIC 6" PLASTIC
6" PLASTIC
6"
PL
AS
TIC
BFP
8"
PV
C
RA
W
WA
TE
R
12"
PV
C
RA
W
WA
TE
R
16"
PV
C
CO
NC
EN
TR
AT
E
16"
PV
C
CO
NC
EN
TR
AT
E
EN
CA
SE
ME
NT
PIP
E24"
ST
EE
L
EN
CA
SE
ME
NT
PIP
E30"
ST
EE
L
16"
12" PVC RAW WATER
12" PVC RAW WATER
16"
16"
112 113
114
115
116
117
WIL
LIA
MS
BU
RG P
KY
WIL
LIA
MS
BU
RG
PK
Y
24" C&G24" C&G
ANNE SCHAEFFER MILTON TURNER JR &
ANNE SCHAEFFER MILTON TURNER JR &
TRAFFIC
LTTRAFFIC
BFP
DB 3205 PG 42520' UTILITY EASEMENT
50' D & U.E.50' D & U.E.
50' D & U.E.
60'X 10
0'
AC
CES
S
&
UTILIT
Y
EA
SE
ME
NT
30' J
OIN
T
AC
CES
S/
DR
AIN
AG
E
&
UTILIT
Y
EA
SE
ME
NT
PAVEMENT WIDTH VARIES
SR 1308 GUM BRANCH RD.
DB 1700 PG 611
PB 35 PG 197
WILLIAMSBURG CROSSINGS, LLC
-L- POT Sta. 42+44.30
-L- 40+
00
41'
100' BAY TAPER LT200' INSIDE EOT TAPER LT
33'
28.1'
6'
8.5'
35' R
+47.10
+32.2
1
+72.3
4
+77.2
8
5.00' R
0.55' LT
+92.90-L-
025
025
CURBEXISTINGTIE TO
(SURFACE MOUNTED)
CONCRETE ISLAND
PROP. 5" MONOLITHIC
EXISTINGTIE TO
EXISTINGTIE TO
4'
+00.0
011'
13.5'
+00.0
011'4.8
3'R
T025
025
CURBEXISTINGTIE TO
31.1'
+00.0
0+
00.0
0
+05.3
1
+35.0
0
35'
R 35'
R
35'
R
CURBDISTURB EXIST.
DO NOT CURBDISTURB EXIST.
DO NOT
300' LANE SHIFT
CR
CRC
R CR
DISTURB SIGNDO NOT
55'
22'
8
9
11
51.87' LT
56.0' LT
+03.88 -L-
66.00' RT
+50.00 -L-
62.00' LT
+75.00 -L-
75.00' LT
+00.00 -L-
75.00' LT
+50.00 -L-
62.00' LT
+25.00 -L-62.00' LT
+75.00 -L-
75.00' LT
+50.00 -L-
75.00' LT
+25.00 -L- 75.00' LT
+25.00 -L-
49.00' RT
56.00' RT
+00.00 -L-
56.00' LT
+19.60 -L-
10
F
F
F
F
F
FF
F
F
F
F
F
F
15" RCP-IV
CB-G
0501 0502 0503
RETAIN RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
0504
ADJUST CB
EX0506
EX0505
DI
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
100' BAY TAPER RT/LT
36'
48'
22'
24'
24'
36'
12'
24'
4' PS
4' PS
2' PS
2' PS4' PS
2' PS
4' PS
RE
MAIN IN
PLA
CE
SID
EW
ALK TO
SIDEWALK TO REMAIN IN PLACE
REMAIN IN PLACESIDEWALK TO
SEE DETAIL 1
SPEC. CUT DITCH
SEE DETAIL 2
SPEC. CUT DITCH
Slope
Ditch
Front
SEE DETAIL 1
SPEC. CUT DITCH
Slope
Ditch
Front
Slope
Ditch
Front
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
DDE=35 CY
S=4.1%
SEE DETAIL 1
SPEC. CUT DITCH
SEE DETAIL 3
SPEC. CUT DITCH
RETAINRETAIN
RETAIN
RETAIN
RETAINRETAINRETAIN
NA
D 83/ 2
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
6U-5319
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Y- STA 98+
00.0
0
MA
TC
HLIN
E SEE S
HEET 4
-Y- STA 89+90.00
BEGIN CONSTRUCTION
FOR -Y- PROFILE, SEE SHEET 9FOR -YXO- PROFILE, SEE SHEET 10
RE
VISIO
NS
Rig
ht-
of-
way Revisio
n 08-15-2017 -
Parcel 6, R
emoval of Str
ay Constr
uction Ease
ment
Lin
e and
Correspondin
g
RO
W
Fla
g.
Rig
ht-
of-
way Revisio
n 07-14-2017 -
Milto
n Turner Jr
&
Anne Schaeffer Parcel
Nu
mber Changed fro
m
Parcel 2 to Parcel 11.
DM
W
18" RCP
CONC HW
CONC HW
48" CONC
24" C
&G
27120_44
LT
24" RCP
18" RCP
48" RCP
18" R
CP
18" RCP
18" RCP
15" R
CP
12" RCP
15" R
CP
DI
CB
CB
CB
CB
CB
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
SC
HA
EFF
ER
MIL
TO
N
TU
RN
ER J
R
&
AN
NE
DB 4367 P
G 561
PB 68 P
G 13
1
MIC
HA
EL
L
&
DE
MA
RIC
E
H
CA
RT
ER
DB 2964 P
G 390
PB 51 P
G 72
K
ER
RY
W J
R
&
KE
LL
Y
K
GU
MP
DB 2887 P
G 13
3
PB 51 P
G 72
D
ER
EK
CH
AR
LES
ZEIG
LE
R
DB 319
7 P
G 385
PB 51 P
G 72
DB 2998 P
G 406
PB 51 P
G 72
LO
CO
NT
O
BRIA
N J
&
LA
UR
EN
PA
DD
E
DB 2867 P
G 249
PB 51 P
G 72
FR
ED
ERIC
K
W III &
SU
SA
N
HA
RG
ET
T
DB 2868 P
G 757
PB 51 P
G 72
LY
ND
A
A
BU
CHIK
OS
RO
NA
LD
T
&
AN
GE
LA
L
TR
OT
T
DB 2855 P
G 978
PB 48 P
G 16
1E
US
EBIO
C
&
MIL
AG
RO
S
CAI D
ES
UY
O
DB 415
6
PG 89
PB 48 P
G 16
1L
AW
RE
NC
E
W
&
ALICIA
N
PE
TT
EW
AY
DB 4253 P
G 954
PB 48 P
G 16
1C
HA
RL
ES
AL
LE
N
&
KE
LLIE
NIC
OL
E
GA
RR
ET
T
DB 4068 P
G 14
3
PB 48 P
G 16
1
RO
BE
RT
C
& J
ULIE
R
CA
RP
EN
TE
R
DB 2730
PG 604
PB 49 P
G 55
H
ALS
TE
AD III &
T
RA
CY
L
ME
AD
OW
S
CONC HW
CONC HW
200.0
0'
EXISTING R/W
EXISTING R/W
FOOTBRIDGE
N 33°2
8'3
7" W
151.9
2'
N 31°3
8'14
" W
151.9
4'
N 29°4
7'5
1" W
151.9
5'
N 27°5
7'2
9" W
151.9
6'
S 55°36'12"
W
69.19'
S 57°26'3
5" W
69.19'
S 59°16'57
" W
69.19'
S 61°07'20" W
69.19'
N 62°29'10" E
33.40'
N 54°0
2'48" E
38.60'
S 38
°22'01" W
29.59'
S 76°34'11" W28.28'
N 46
°09'4
0" E
170.27'
S 66°39'36" W
157.94'
S 25°4
3'2
3" E
75.2
5'
S 28°2
4'11" E
36.6
9'
S 28°2
4'11" E
27.4
7'
N 22°11'2
4" W
86.5
9'
S 67°19'31" W
145.20'
N 65°25'29" E
75.55'N 61°55'51" E
49.43'N 59°58'01"
E
33.54'
N 57°55'3
9" E
83.92'
N 55°00'49" E
83.89'
N 52°0
6'02" E
83.89'
S
S 23°2
0'2
4" E
158.4
5'
S 36°2
6'3
4" E
160.0
4'
S 33°3
1'47" E
160.0
4'
S 30°3
6'5
5" E
160.0
4'
S 26°4
1'14" E
160.5
2'
S 21°3
7'19
" E116.3
3'
S 16
°30'3
5" E
295.6
0'
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC60" CONC
60" CONC
60" CONC
24" C
&G
24" C
&G
24" C
&G
24" C
&G
WE
ST
MO
NT
RO
AD 33' B
ST
WIN
TE
RL
OC
HE
N
DR. 2
7' B
ST
N 11°0
5'0
0" W
223.5
0'
LT
LT
LT
LT
LT
LT
LT
T
C
C
C
T
C
C
T
C
C
4" P
LA
STIC
4" P
LA
STIC
2" PLASTIC
2" PLASTIC
BS
T
30' BST
72" WD
72" W
D
72" WD
72" W
D
72" WD
72" WD
DIT
CH
24" C&G
24" C&G
DB 4367 PG 561
PB 47 PG 127
PB 68 PG 191DB 4071 PG 734
MILTON TURNER JR & ANNE SCHAEFFER
MDI MANAGEMENT LLC
CIT
Y
LIMIT
SJ
AC
KS
ON
VIL
LE
BST
GPS SR1308-2
N 78°55'48" E323.33'
45.9
6'
S11°4'2
7"E
PUBLIC UTILITY EASEMENT
PU
BLIC
UTILIT
Y
EA
SE
ME
NT
PU
BLIC
UTILIT
Y
EA
SE
ME
NT
PUBLIC UTILITY EASEMENT
SR 2071 WESTERN BLVD 30' BST
SR 2071 W
ESTERN BLVD
30' BST
WESTERN BLVD
SR 2071
DB 4207 P
G 486
PB 68 P
G 19
1
C4 JACKSONVILLE LLC
DB 4207 PG 486
PB 68 PG 191
C4 J
AC
KS
ON
VIL
LE
LL
C
DB 2807 PG 850
PB 51 PG 72
KRISTAL M HILL SHERWIN ONEAL &
PB 48 PG 161
DB 2807 PG 850
BAKER JONATHAN T & APRIL L
025025
025
025
01 0
2
01
02
00
01 0
0
01 0
2
02
025
025
EXIS
TEXIS
T
+41.93
INC.
36'
INC.
36'
+41.93
01
02
010
2
INC.17.
25'
+14.4
7
+16.0
7
+00.2
3
10'R
10'R50'R
55'R
50'R
+16.3
1
+03.9
4
+19.9
6
025
+19.9
6
025
R 50'
+30.3
3
+25.7
900
+97.10
+31.64
+13.4
7
+31.75
40'R
+35.4
6+
45.0
7
50'R
10'
+35.48
+07.14
R 50'
4' PS
4' PS
2' PSMED.
R 50'
8.00' R
1.79' RT
+98.26 -Y-
35'
R 50'
R 35'
33'
+77.10
BAY TAPER
85' LT IEOT
50'R
025
025
025
025
SIDEWALKTIE TO EX.
R 10'
SIDEWALKTIE TO EX.
CC
C
C
C
F
FF
F
F
F
C
C
C
C
F
F
F
C
F
C
-YXO- PRC Sta. 10+91.30
-YXO- PRC Sta. 12+01.68 -YXO- PCC Sta. 13+30.50
-Y- PT Sta. 93+83.93
-Y- 90+
00
-Y- 95+
00
PI Sta 10+45.66
D
L = 91.30'
T = 45.66'
R = 1,891.00'
PI Sta 11+47.32
D
L = 110.38'
T = 56.02'
R = 262.00'
PI Sta 12+67.71
D
L = 128.82'
T = 66.03'
R = 238.00'
PI Sta 13+69.03
D
L = 77.05'
T = 38.53'
R = 1,947.00'
PI Sta 88+21.77
D
L = 1,160.82'
T = 598.66'
R = 1,925.00'
-Y-
Se = 6%
V = 50mph
-YXO-
V = 30mph V = 30mph V = 30mph V = 30mph
Se = 2.5% Se = 2.5% Se = 2.5%Se = 2.5%
-YX0- POC Sta. 12+20.61
-Y- POC Sta. 91+17.74 =
-Y- POC Sta. 89+00.00 RT
-YXO- PC Sta. 10+00.00 =
-Y- POC Sta. 93+00.00 LT
-YXO- PT Sta. 14+07.55 =
6
11
5
98.76' RT
+99.11 -Y-
98.79' RT
+24.45 -Y-
138.80' RT
126.80' RT
+75.35 -Y-
134.18' RT
122.18' RT
+34.49 -Y-
99.00' RT
+91.96 -Y-
99.00' RT
+16.91 -Y-
18"
REMOVE
0601
0602
RETAIN
RETAIN
RETAIN
2GI
15" RC
P-IV
2GI
RE
MO
VE
Flatter6:
1 or
D6:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. -Y- 90+22 TO 91+50 LT.
DETAIL 3
Min. D= 1 Ft.
Ground
Natural
Flatter4:
1 or
D4:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. -Y- 92+00 TO 93+50 RT.
DETAIL 2
Min. D= 2 Ft.
Ground
Natural
Flatter6:
1 or
D4:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. -Y- 97+25 TO 98+50 LT.FROM STA. -Y- 93+50 TO 96+00 RT.
DETAIL 1
Min. D= 1 Ft.
Ground
Natural
RETAIN
0603
GTD
GTD
SPECIAL CUT DITCH
DETAIL 3SPECIAL CUT DITCH
DETAIL 2SPECIAL CUT DITCH
DETAIL 1
15" RCP-IV
RETAIN
18" RCP-IV
EXTEND W/
COLLAR &
REMOVE HW
18" RCP-IV
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
74'
40'
40'
200' IEOT TAPER RT
62'
2' PS
2' PS
(SURFACE MOUNTED)CONCRETE ISLANDPROP 5" MONOLITHIC
135' EOT BAY TAPER LT
100' BAY TAPER LT
RETAIN
RETAIN
RETAIN
15" RCP-IV
PLUG & FILL
EST. 47 SYGF
EST. 21 TON
CLASS 'I' RIP-RAP
NA
D 83/ 2
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
7U-5319
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -Y- PROFILE, SEE SHEET 9
-Y- STA 10
2+
50.0
0
MA
TC
HLIN
E SEE S
HEET 4
-Y- STA 109+21.00
END CONSTRUCTION
-Y-
RE
VISIO
NS
DB 1907 PG 220
TABLEROCK REAL PROPERTY INVEST
200.0
0'
EXISTING R/W
EXISTING R/W
DB 2930 PG 903
F C W & P PROPERTIES LLC
EIP
DB 2861 PG 596
TULAROSA HOLDINGS LLC
PB 53 PG 68DB 3537 PG 358
S & J FARMS INC
PB 64 PG 30
DI
DI
15"
RC
P48"
RC
P
15"
RC
P
EIP
EIP
EIP
SOUTHERLAND CHARLES D & SUSAN L ALDRIDGE
DB 3142 PG 508
PB 43 PG 206
DB 2848 PG 636
RIVER OF LIFE INC
PB 53 PG 38
PB 64 PG 30
EIP
CONC HW
CONC HW
CONC HW
DI
CB
54" RCP
18" RCP
24" RCP
CONC HW
CONC HW
S
S
18"
RC
P
-BY-4
N 11°0
5'5
0" W
275.7
7'
N 11°0
6'2
1" W293.2
7'
S 21°3
5'12
" E
76.8
7'
S 21°3
5'12
" E
221.3
6'
N 78°53'41" E200.00'
S 21°3
5'12
" E667.8
4'
221.3
6'
446.4
8'
60" CONC
60" CONC
60" CONC
48" CONC
48" CONC
48" CONC
EIP
N 21°4
4'0
8" W
203.5
1'
N 21°4
4'0
8" W
121.5
0'
S 78°53'16" W200.00'
S 78°53'16" W198.98'
S 21°4
4'0
8" E
203.4
9'
S 11°0
6'4
4" E
205.6
0'
36" RCP
18"
RC
P
54" C
MP
;
;
;
;
;
;
;
;
ACCESS POINT
ACCESS POINT
ACCESS POINT
PB 35 PG 197
S 21°4
4'0
8" E
183.15'
LT
LT
LT
LT
T
T
T
T
T
T
T
HH
HH
12" P
VC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
8" PLASTIC
8" PLASTIC
BFP
LT
24" C&G
A. TAB WILLIAMS, JR.
DB 1344 PG 308
DB 1907 PG 220
PB 35 PG 197
PROPERTY INVESTTABLEROCK REAL
CIT
Y
LIMIT
SJ
AC
KS
ON
VIL
LE
BFP
BFP
60" CONC
60'X 10
0' A
CC
ES
S
&
UTILIT
Y
EA
SE
ME
NT
30' UTILITY EASEMENT
30' UTILITY EASEMENT
30' J
OIN
T
AC
CES
S/
DR
AIN
AG
E
&
UTILIT
Y
EA
SE
ME
NT
60' IN
GR
ES
S, E
GR
ES
S, D
RAIN
AG
E
&
UTILIT
Y
EA
SE
ME
NT
30' UTILITY EASEMENT
20' P
UB
LIC
WA
TE
R
EA
SE
ME
NT
20' P
UB
LIC S
EW
ER
EAS
EM
EN
T
30' DRAINAGE & UTILITY EASEMENT
30' DRAINAGE & UTILITY EASEMENT
30' DRAINAGE & UTILITY EASEMENT
28' BST
NC 53 WESTERN BLVD
52' BST
NC 53 WESTERN BLVD
DB 1700 PG 611
PB 35 PG 197
WILLIAMSBURG CROSSINGS, LLC
4' PS
13.44' R
5.44' RT
+38.06 -Y-
+77.4
6
+66.5
5+
00.0
0
R 40'
R 45'
R 40'
R 20'
R 20'
R 45'
R 25'
R 40'
02
02
025
02
10.00' R
5.35' RT
+44.65 -Y-
+38.0
6
EXIS
T
EXIS
T
F
F
F
F
F
F
F
F
F
F
-Y- 10
5+
00
-Y- 11
0+
00
8
0702
0701
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
15" RCP-IV
15" RCP-IV
0704
0703
2GI
DI
DI
MH
JB w/
HW
0710
RETAIN
54"
WSP
CONSTRUCTION
TRENCHLESS
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
0
10
20
30
40
50
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
60
70
80
0
10
20
30
40
50
60
-L-
-L-
0
10
20
30
40
50
60
70
80
0
10
20
30
40
50
60
70
80
36+00 37+00 38+00 39+00 40+00 41+00 42+00
FOR -L- ALIGNMENT, SEE SHEET 4
FOR -L- ALIGNMENT, SEE SHEET 5
5/28/99
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8U-5319
06-
DE
C-2017 13:5
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Road
way\
Proj\sr1308_rdy_pfl_psh8.d
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HN
TB
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-Y- STA 10
0+
17.0
9
-L- STA 34+
03.5
0 =
CE
NTERLIN
E IN
TERSEC
TIO
N
ELEV. = 47.90
-L- STA 25+00.00
BEGIN GRADE
PI = 26+18.69
EL = 47.83'
(-)0.0600% (-)0.3000%
VC = 150'
K = 625
PI = 28+80.00
EL = 47.04'
(-)0.3000% (+)0.3093%
VC = 225'
K = 369
V = 80 MPH+V = 80 MPH+
49.2
3
ELEV. = 46.49
-L- STA 42+00.00
END GRADE
PI = 37+80.00
EL = 49.83'
(+)0.3093% (-)0.7949%
VC = 250'
K = 226
V = 65 MPH
49.2
349.2
3
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
10
20
30
40
50
88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00
60
70
80
10
20
30
40
50
60
-Y-
40
50
60
70
0
10
20
30
40
50
60
70
80
5/28/99
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9U-5319
06-
DE
C-2017 13:5
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Road
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Proj\sr1308_rdy_pfl_psh9.d
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HN
TB
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
98+00 99+00 100+0087+00
-Y_LT-
40
50
60
70
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
-Y_RT-
101+00
FOR -Y- ALIGNMENT, SEE SHEET 4 & 6
FOR -Y- ALIGNMENT, SEE SHEET 4 & 7
FOR -Y- ALIGNMENT, SEE SHEET 4 & 7
ELEV. = 48.11'
-Y- STA 99+75.39
END GRADE
PI = 90+75.00
EL = 43.07'
(+)0.6060% (+)0.9426%
VC = 150'
K = 446
PI = 92+40.00
EL = 44.62'
(+)0.9426% (+)0.3000%
VC = 150'
K = 233
PI = 94+90.00
EL = 45.37'
(+)0.3000% (+)0.5182%
VC = 150'
K = 687
PI = 99+00.00
EL = 47.49'
(+)0.5182% (+)0.8212%
VC = 150'
K = 495
ELEV. = 42.55'
-Y- STA 89+90.00
BEGIN GRADE
V = 80 MPH+V = 80 MPH+
V = 80 MPH+V = 65 MPH
-Y- STA 10
0+
17.0
9
-L- STA 34+
03.5
0
El = 43.65PI = 97+25.00CUT DITCH (LT)BEGIN SPECIAL
El = 44.53PI = 98+50.00CUT DITCH (LT)END SPECIAL
(+) 0.7000%
(+) 0.9400%
El = 41.12
PI = 95+00.00 El = 42.06
PI = 96+00.00
CUT DITCH (RT)
BEGIN SPECIAL
El = 40.38PI = 90+22.09CUT DITCH (LT)BEGIN SPECIAL
El = 40.76PI = 91+50.00CUT DITCH (LT)END SPECIAL
El = 39.04
PI = 92+00.00
CUT DITCH (RT)
BEGIN SPECIAL
(+) 0.3000%(+) 0.6933%
DITCH LEGEND
LEFT DITCH
RIGHT DITCH
PI = 104+90.00
EL = 50.06'
(+)0.4162% (+)0.0938%
VC = 156'
K = 485
V = 80 MPH+
ELEV. = 48.27'
-Y- STA 100+59.30, 34' RT
BEGIN GRADE -Y_RT-
ELEV. = 50.40'
-Y- STA 108+50.00, 34' RT
END GRADE -Y_RT-
-Y- STA 10
0+
17.0
9
-L- STA 34+
03.5
0
PI = 103+00.00
EL = 49.59'
(+)0.5500% (+)0.3000%
VC = 150'
K = 600
PI = 106+50.00
EL = 50.64'
(+)0.3000% (+)0.0031%
VC = 150'
K = 505
ELEV. = 48.27'
-Y- STA 100+59.30, 35' LT
BEGIN GRADE -Y_LT-
V = 80 MPH+V = 80 MPH+
ELEV. = 50.65'
-Y- STA 108+50.00, 35' LT
END GRADE -Y_LT-
-Y- STA 10
0+
17.0
9
-L- STA 34+
03.5
0
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
0
10
20
30
40
50
12+00 13+00 14+00
60
70
80
0
10
20
30
40
50
60
5/28/99
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
10U-5319
06-
DE
C-2017 13:5
3\
Road
way\
Proj\sr1308_rdy_pfl_psh10.d
gn
HN
TB
11+0010+00
FOR -YXO- ALIGNMENT, SEE SHEET 6
-YXO-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PI = 11+45.00
EL = 42.88'
(+)0.5775% (+)0.7033%
VC = 100'
K = 795
PI = 12+75.00
EL = 43.79'
(+)0.7033% (+)0.5775%
VC = 100'
K = 795
V = 80 MPH+V = 80 MPH+
ELEV. = 42.55'
-YXO- STA 10+88.41
BEGIN GRADE
ELEV. = 44.21'
-YXO- STA 13+46.86
END GRADE
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
06-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_
RD
Y_
XP
L_
X-0_S
HE
ET.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
CROSS SECTION INDEX
LOCATION STATION TO STATION SHEET NO.
5 10
-L-
-Y- X-7 THRU X-15STA. 89+00.00 TO STA. 108+50.00
-YXO-
STA. 24+00.00 TO STA. 42+00.00
STA. 10+88.41 TO STA. 13+46.86
X-0
X-1 THRU X-6
TIP NO. U-5319SR 1308 (GUM BRANCH ROAD)
U-5319
(X-7 THRU X-8)STA 90+50.00 THRU 92+00.00
SEE -Y-
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
15015006-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_l.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
50 50
50 50
24+50.00
50 50
25+00.00
50 50
25+50.00
50 50
26+00.00
-L-
X-1
10
26+50.00
27+00.00
40
40
40
40
40
40 40
40
40
40
40
40
U-5319
-L- STA 25+00.00BEGIN GRADE
EXCAVATIONUNDERCUTSHALLOW
47.74
0.0250.0254:1 4:146.9
3
46.8
4
47.9
0
47.63
0.0250.0254:1 46.8
2
46.7
6
47.8
7
47.52
VAR.
0.0250.0254:1 46.6
3
46.6
6
47.8
1
47.42
0.00
0.0250.025
46.5
0
47.35
0.0146.5
5
0.0250.025 46.3
3
46.4
2
47.30
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
15015006-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_l.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
50 50
50 50
27+50.00
50 50
28+00.00
50 50
28+50.00
50 50
29+00.00
-L-
X-2
10
29+50.00
30+00.00
40
40
40
40
40
40 40
40
40
40
40
40
U-5319
EXCAVATIONUNDERCUTSHALLOW
0.0250.025
46.14
46.2
7
47.27 4:10.032
0.0250.02546.13
DRIV
E
47.25
0.065
0.0250.0254:1 46.0
6
DRIV
E
47.27
0.097
0.0250.025 46.0
7
46.0
6
47.27
0.070.087
EX.
R/W
0.0250.025 46.0
6
46.12
47.32
0.050.062
0.0250.025 46.13
DRIV
E
47.400.02
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
15015006-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_l.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
50 50
50 50
30+50.00
50 50
31+00.00
50 50
31+50.00
50 50
32+00.00
-L-
X-3
10
32+50.00
33+00.00
40
40
40
40
40
40 40
40
40
40
40
40
U-5319
EXCAVATIONUNDERCUTSHALLOW
0.0250.025 46.2
1
DRIV
E
47.48
0.0250.025
46.3
0
46.5
6
47.580.032
0.0250.025
46.4
6
46.7
2
47.68
0.057
0.0250.025
46.6
1
46.8
7
47.80
0.0220.0224:1 4
6.9
4
47.17
47.98
00
0.0100.0104:1 4:14
7.6
9
47.8
3
48.13
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
15015006-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_l.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
50 50
50 50
35+00.00
50 50
35+50.00
50 50
36+00.00
-L-
X-4
10
-Y- STA 100+17.09-L- STA 34+03.50 =
CENTERLINE INTERSECTION
40
40
40
40
40 40
40
40
40
40
U-5319
33+50.00
40
50
40
50
34+00.00
34+50.00
EXCAVATIONUNDERCUTSHALLOW
47.47
-Y- S
HE
AR
-Y- S
HE
AR
0.010 0.010
47.62
-Y- S
HE
AR
-Y- S
HE
AR
0.010 0.010
47.99
-Y- S
HE
AR
-Y- S
HE
AR
0.010 0.010
0.0250.0254:14
7.5
6
47.7
0
48.874:1
0.0250.0254:14
7.9
1
47.9
0
48.97
0.0250.025 4:148.0
7
48.0
6
49.10
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
15015006-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_l.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
36+50.00
50 50
37+00.00
50 50
37+50.00
50 50
38+00.00
50 50
38+50.00
50 50
39+00.00
-L-
X-5
10
40
40
40
40
40
40 40
40
40
40
40
40
U-5319
EXCAVATIONUNDERCUTSHALLOW
0.0250.025 4:148.2
4
48.2
3
49.25
0.0250.025 4:148.3
6
DRIV
E
49.24
DRIV
E
49.23
0.0250.025 4:148.3
7
49.07
0.0250.0254:1 4:148.2
7
48.2
5D
RIV
E
48.86
0.0250.025 4:148.0
5
DRIV
E
48.55
0.0250.025 4:147.7
2
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
15015006-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_l.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
39+50.00
50 50
40+00.00
50 50
40+50.00
-L-
X-6
10
40
40
40 40
40
40
U-5319
-L- STA 42+00.00END GRADE
50
40
50
40
50
40
50
40
50
40
50
40
41+00.00
41+50.00
42+00.00
EXCAVATIONUNDERCUTSHALLOW
48.20
0.0250.0254:1 4:147.3
7
47.3
1
47.84
0.0250.0254:1 4:147.0
2
46.9
1
47.48
0.0250.0254:1 4:146.6
6
46.5
3
47.09
0.0250.0254:1 4:146.3
1
46.19
46.68
0.0250.0254:14:14
5.8
8
45.8
5
46.06
0.0250.0254:1 4:145.4
3
45.5
1
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
06-
DE
C-2017 13:5
3\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
40 40
50 50
60 60
30 30
89+00.00
40 40
50 50
30 30
89+50.00
40 40
50 50
60 60
30 30
90+00.00
40 40
50 50
60 60
30 30
90+50.00
X-7U-5319
-Y-
5 10
-Y- 89+90.00BEGIN GRADE
EXCAVATIONUNDERCUTSHALLOW
40.33
41.96
42.14
0.0030.016
-YXO-
STA. 10+98.23
42.40
0.0090.022
40.46
-YXO-
STA. 11+47.99
6:16:1
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
06-
DE
C-2017 13:5
4\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
40 40
50 50
60 60
30 30
91+00.00
40 40
50 50
60 60
30 30
91+50.00
40 40
50 50
60 60
30 30
92+00.00
40 40
50 50
60 60
30 30
92+50.00
X-8U-5319
-Y-
5 10
EXCAVATIONUNDERCUTSHALLOW
42.58
0.006
40.61
4.79:10.025
-YXO-
STA. 12+01.01
6:16:1
42.38
0.026 6.15:14.45:1
0.025
-YXO-
STA. 12+55.00
6:1
6:1
40.76
42.60
5.93:10.025 0.025
4.28:1
-YXO-
STA. 13+06.38
43.85
0.0250.025
3:1
0.020 0.020
39.394:1
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
06-
DE
C-2017 13:5
4\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
40 40
50 50
60 60
30 30
93+00.00
40 40
50 50
60 60
30 30
93+50.00
40 40
50 50
60 60
30 30
94+00.00
40 40
50 50
60 60
30 30
94+50.00
X-9U-5319
-Y-
5 10
EXCAVATIONUNDERCUTSHALLOW
EX.
R/W
EX.
R/W
3:1
0.025 0.0250.025 0.025
39.73
43.12VAR.
EX. SID
EW
ALK
EX. SID
EW
ALK
EX. SID
EW
ALK
EX. SID
EW
ALK
4:1
43.74
6:1 6:1
3:1
0.018 0.0250.018 0.025
40.08
42.924:1
VAR.
43.88
6:16:1 6:1
0.004 0.0250.004 0.025
42.9840.82
3:1
VAR.
43.51
6:1 6:10.010 0.0250.010 0.025
43.0440.88
3:16:1VAR.
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
06-
DE
C-2017 13:5
4\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
40 40
50 50
60 60
30 30
95+00.00
40 40
50 50
60 60
30 30
95+50.00
40 40
50 50
60 60
30 30
96+00.00
40 40
50 50
60 60
30 30
96+50.00
X-10U-5319
-Y-
5 10
EXCAVATIONUNDERCUTSHALLOW
42.77
6:1 6:10.024 0.0250.024 0.025
43.05
VAR.
3:1
41.12
42.39
6:16:1 6:1
0.025 0.0250.025 0.025
43.08
VAR.3:1
41.59
42.91
3:16:1
6:1 6:10.025 0.0250.025 0.025
42.0643.49
VAR.
43.08
3:16:16:1 6:1
0.025 0.0250.025
42.2843.87
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
06-
DE
C-2017 13:5
4\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
40 40
50 50
60 60
30 30
97+00.00
40 40
50 50
60 60
30 30
97+50.00
50 50
60 60
40 4098+00.00
50 50
60 60
40 4098+50.00
50 50
60 60
40 4099+00.00
X-11U-5319
-Y-
5 10
EXCAVATIONUNDERCUTSHALLOW
43.18
3:16:1
6:1 6:10.025 0.0250.025
42.54
45.6144.13
43.51
4:1 3:16:16:1
6:1 6:10.025 0.0250.025 0.025
42.8043.83 44.39
43.47
4:13:1
6:16:16:1 6:1
0.025 0.0250.025 0.025
43.0644.18 44.65
43.72
5.97:1 3:16:16:1
6:1 6:10.025 0.0250.025 0.025
43.3243.3644.91
44.64
6:16:1 6:1
0.012 0.0120.018 0.018
43.9545.45
3:1
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
06-
DE
C-2017 13:5
4\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
60 60
40 4099+50.00
40 40
50 50
60 60
30 30
100+00.00
40 40
50 50
60 60
30 30
100+50.00
50 50
60 60
40 40101+00.00
X-12U-5319
-Y-
5 10
EXCAVATIONUNDERCUTSHALLOW
46.01
6:10.0030.0010.004 0.004 0.035
44.82
3:1
47.48
0.0030.003 0.003 0.003
47.82
0.0030.004 0.004 0.004
46.82
0.0250.020.020.02
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
06-
DE
C-2017 13:5
4\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
60 60
40 40101+50.00
50 50
60 60
40 40102+00.00
50 50
60 60
40 40102+50.00
50 50
60 60
40 40103+00.00
50 50
60 60
40 40103+50.00
X-13U-5319
-Y-
5 10
46.31
3:10.0250.02 0.020.02
45.63
3:10.0250.02 0.02 0.02
46.91
3:10.0250.02 0.02 0.02
3:1
47.07
3:10.025
3:10.02 0.02 0.02
47.72
3:10.0250.02 0.02 0.02
VAR.
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
06-
DE
C-2017 13:5
4\
Road
way\
Corridor
Modeling\sr1308_rdy_xpl_y.d
gn
HN
TB
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
50 50
60 60
40 40104+00.00
50 50
60 60
40 40104+50.00
50 50
60 60
40 40105+00.00
50 50
60 60
40 40105+50.00
50 50
60 60
40 40106+00.00
X-14U-5319
-Y-
5 10
47.84
0.0250.02 0.02 0.02
47.85
3:10.0250.02 0.02 0.02
3:1
48.10
3:10.025
3:1
0.02 0.02 0.02
48.20
3:10.0250.02 0.02 0.02
3:1
48.24
3:10.025
3:1
0.02 0.02 0.02
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
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