20140237 Ver 2_6_McLeansville_ROW_Plans_01-03-14_20100726

McLEANSVILLE RD
FRIEDEN CHURCH RD
B
IR
T
C
H

C
R
E
E
K

R
D
70
BET
HEL
C
HUR
C
H RD
VICINITY MAP

END PROJECT
BEGIN PROJECT

NS/NCRR
-Y1-
NS/NCRR
DETOURS
4
5
6
7
SR 2819
S
R
2
9
3
0
S
R

2
8
2
6
S
R

2
8
2
1
H
A
R
V
E
S
T

R
D
SR 2820DICKS
MILL RD
SR 2746
SR
2 8 14
K
N
O
X
R
D
M
c
L
E
A
N
S
V
I
L
L
E

R
D
S
R

2
8
19
McLEANSVILLE
-Y
5
-
-L- STA 25+23.73
-L- STA 23+74.48
BETHEL CHURCH ROAD
SR 2930
P-5204
BEGIN TIP PROJECT
-L- STA 10+00.00
TO BURLINGTON RD (HWY 70)
S
R
2
8
2
6
-Y4
- B
IR
C
H
C
R
E
E
K
R
D
BEGIN CONSTRUCTION
-Y1- STA 10+00.00
-Y1- STA 26+87.43
END CONSTRUCTION
TO KNOX RD
B
E
T
H
E
L

C
H
U
R
C
H
S
R

2
9
3
0
R
O
A
D
HINES ANDREWS ROAD
SR 2858
-Y3-
TO RANHURST RD
END BRIDGE
BEGIN BRIDGE
TO REIDSVILLE HWY (HWY 29)
-
L
-

M
c
L
E
A
N
S
V
I
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L
E

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O
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2
8
1
9
P-5204
END TIP PROJECT
-L- STA 36+50.00
SR 2746
-Y2- FRIEDEN CHURCH ROAD
TO GIBSONVILLE
-Y2- STA 23+00.00
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y2- STA 12+00.00
SR 2858
HINES ANDREWS RD
MUNICIPAL BOUNDARIES
THIS PROJECT IS NOT WITHIN ANY
TO THE LIMITS ESTABLISHED BY METHOD II
CLEARING ON THIS PROJECT SHALL BE PERFORMED
8A
RAIL CROSSING CLOSURE

**DESIGN EXCEPTION FOR VERTICAL AND HORIZONTAL ALIGNMENT REQUIRED
P
-
5
2
0
4
D
C
N

DHV
D
T
V
=
=
=
=
=
=
6,600
10,000
10

50
%
%
MPH
ADT
ADT
2012
2035
% *
DUAL=7%*TTST =1%
FUNC CLASS =
COLLECTOR
10
PROJECT ENGINEER
SANDRA STEPNEY, PE
NCDOT CONTACT:
TOTAL LENGTH TIP PROJECT P-5204 = 0.502 MILES
LENGTH STRUCTURE TIP PROJECT P-5204 = 0.028 MILES
LENGTH ROADWAY TIP PROJECT P-5204 = 0.474 MILES255010050
25 50 100100
5 2010
DHV
D
T
V
=
=
=
=
=
=

70
8

%
%
MPH
ADT
ADT

% *
FUNC CLASS =

SUB-REGIONAL TIER
0
0
0
PROFILE (HORIZONTAL)
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
2
9
-
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-
2
0
13

17
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:
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\
R
o
a
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a
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\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
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\
R
o
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\
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4
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.
d
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$
$
$
$
U
S
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N
A
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$
$
$
$
C
O
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A
C
T
:
PROJECT LENGTH
BRYAN LAMBETH, PE
DAVID BASS, PE

OCTOBER 28, 2013
SEPTEMBER 16, 2014

RIGHT OF WAY DATE:
LETTING DATE:
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
A
R
T
MEN
N
A
S
O
H
NC DEPARTMENT OF
TRANSPORTATION
CN N CNORTH CAROLINA
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
AND SAFETY
ENGINEERING COORDINATION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SUBMITTAL:
DATE:

OCTOBER 28, 2013
See Sheet 1-A For Index of Sheets
FRA-FR-HSR-0006-10-01-00

52400.1.STR03T1B

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1P-5204
T
I
P

P
R
O
J
E
C
T
:
RAIL DIVISIONS
STATE OF NORTH CAROLINA
GUILFORD COUNTY
SR 2819 (McLEANSVILLE ROAD) GRADE SEPARATION OVER LOCATION:
GRADING, DRAINAGE, PAVING, AND STRUCTURE
NS/NCRR RAILROAD FROM SR 2826 TO NORTH OF SR 2746
TYPE OF WORK:
43219.2.STR01P5204
PE, PE UTIL
ROW
ROW PLANS
8
-
S
R
1
-
N
A
D

8
3
N
S
R
S

2
0
0
7
N
A
D

8
3
N
S
RS

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
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
K
Proposed 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 Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
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 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 Scale
SHEET NO.PROJECT REFERENCE NO.
1-BP-5204
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
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
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
Concrete or Granite Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
STATE OF NORTH CAROLINA
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
D
C
N
RAIL DIVISION [phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "Y4807F-1"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 858709.3260(ft) EASTING: 1805511.6750(ft)
ELEVATION: 762.73'(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999952493
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"Y4807F-1" TO -L- STATION 10+00.00 IS
N 5°20'40" W 571.23'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88

NS/NCRR
-Y1-
-Y
5
-
BETHEL CHURCH ROAD
SR 2930
P-5204
BEGIN TIP PROJECT
-L- STA 10+00.00
TO BURLINGTON RD (HW Y 70)
S
R
2
8
2
6
-Y
4
- B
IR
C
H
C
R
E
E
K R
D
BEGIN CONSTRUCTION
-Y1- STA 10+00.00
-Y1- STA 26+87.43
END CONSTRUCTION TO KN
O
X R
D
B
E
T
H
E
L

C
H
U
R
C
H
S
R

2
9
3
0
R
O
A
D
HINES ANDREWS ROAD
SR 2858
-Y3-
T O R A N H U R S T R D
END BRIDGE
BEGIN BRIDGE
TO REIDSVILLE HWY (HWY 29)
-
L
-

M
c
L
E
A
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S
V
I
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L
E

R
O
A
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S
R

2
8
1
9
P-5204
END TIP PROJECT
-L- STA 36+50.00
SR 2746
-Y2- FRIEDEN CHURCH ROAD
TO GIBSONVILLE
-Y2- STA 23+00.00
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y2- STA 12+00.00
100
101
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>
>
>
BY1-130
BY1-131
BY1-132
BY1-133
BL-102
BY1-101
BY3-135
Y4807F-1
BY1-134
ELEV = 735.35
BM5
ELEV = 724.11
BM7
ELEV = 711.13
BM2
ELEV = 767.72
BM6
ELEV = 748.09
BM1
ELEV = 733.79
BM8
BL-107
BL-106
BL-104BL-103 BL-105
HARVEST RD
SR 2821
TO GREENSBORO
ELEV = 745.56
BM3
BY3-140
-L- STA 23+74.48
-L- STA 25+23.73
BY4-138
BY2-123
BY2-136
>
BY4-137
>
BY4-139
-BL-
Y4807F-2
>
NC GRID
NAD 83/NSRS 2007
NOTES
SHEET NO.PROJECT REFERENCE NO.
Location and Surveys
52400.1 1C
2
9
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$
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$
$
$
$
NOTE: DRAWING NOT TO SCALE
>INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.
WILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHEN
USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER
SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES
MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES.
2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE
THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT. IF FURTHER INFORMATION
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE
p5204_ls_gpscalib_131002.PDF
NAD 83 / NSRS2007 ADJUSTMENT. THIS CALIBRATION
p5204_ls_gpscalib_131002.HTML
p5204_ls_wgs84_131002.TXT
p5204_ls_local_131002.TXT
p5204_ls_control_131002.TXT
D
C
N
-
S
R
1
-
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "Y4807F-1"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 858709.3260(ft) EASTING: 1805511.6750(ft)
ELEVATION: 762.73'(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999952493
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"Y4807F-1" TO -L- STATION 10+00.00 IS
N 5°20'40" W 571.23'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
BASELINE DATA
BENCHMARK DATA
122 BL-122 859000.0650 1812167.0670 767.15 26+59.05 6581.16 RT
121 BL-121 859108.9460 1811531.8140 757.14 26+90.50 5963.18 RT
120 BL-120 859084.5180 1811135.8920 751.55 26+95.67 5567.50 RT
119 BL-119 859128.1780 1810640.2240 737.17 27+18.02 5083.11 RT
118 BL-118 859134.9290 1810375.0820 728.84 27+27.95 4822.21 RT
117 BL-117 859143.6820 1810199.2810 734.99 27+35.93 4650.14 RT
116 BL-116 859159.7080 1809979.2850 740.78 27+47.73 4436.02 RT
115 BL-115 859185.7740 1809672.6350 734.20 27+66.59 4139.13 RT
114 BL-114 859207.5280 1809379.8300 734.38 27+96.73 3856.18 RT
113 BL-113 859205.2010 1809027.5530 731.57 28+64.81 3510.54 RT
112 BL-112 859186.5760 1808761.4800 741.65 28+99.70 3246.10 RT
111 BL-111 859254.3870 1808546.4490 742.96 30+09.09 3048.95 RT
110 BL-110 859041.3080 1808303.0370 743.29 28+48.92 2767.88 RT
109 BL-109 858944.7080 1808163.3360 738.43 27+82.18 2611.71 RT
108 BL-108 858677.2260 1807968.0630 734.70 27+03.19 2373.73 RT
107 BL-107 858309.6220 1807850.1750 730.42 25+74.74 2222.77 RT
106 BL-106 857987.8100 1807620.7090 711.09 24+51.45 1994.96 RT
105 BL-105 857846.2250 1807234.5210 733.24 23+79.34 1621.36 RT
104 BL-104 857805.5350 1806993.2090 731.69 23+47.08 1386.73 RT
103 BL-103 857811.3470 1806706.9240 745.37 23+29.56 1102.44 RT
102 BL-102 857865.7850 1805675.5720 739.52 22+37.65 77.69 RT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
130 BY1-130 856349.0040 1804006.1197 736.59 OUTSIDE PROJECT LIMITS
131 BY1-131 856681.0101 1804469.9486 746.06 OUTSIDE PROJECT LIMITS
132 BY1-132 857038.6149 1805039.4997 737.22 12+08.08 26.97 RT
133 BY1-133 857460.7090 1805666.0697 731.16 18+91.12 209.24 RT
BL102 BL-102 857865.7850 1805675.5720 739.52 22+37.65 77.69 RT
101 BY1-101 858116.3270 1805706.5660 746.26 24+76.26 76.94 RT
GPS1 Y4807F-1 858709.3260 1805511.6750 762.73 30+81.12 33.54 LT
134 BY1-134 859577.6771 1805450.5239 764.90 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BY1
136 BY2-136 856723.6067 1806676.1943 729.72 26+52.27 17.00 RT
123 BY2-123 857384.5280 1806744.6740 739.53 21+37.23 277.51 LT
BL103 BL-103 857811.3470 1806706.9240 745.37 19+55.17 576.32 LT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET
BY2
GPS2 Y4807F-2 859256.6620 1806819.6700 759.72 OUTSIDE PROJECT LIMITS
BYGPS1 Y4807F-1 858709.3260 1805511.6750 762.73 16+78.99 48.24 LT
140 BY3-140 858377.6152 1805154.4645 757.56 11+97.83 17.38 LT
135 BY3-135 857943.6307 1804799.2065 751.84 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET
BY3
139 BY4-139 857281.8377 1808563.7304 729.55 OUTSIDE PROJECT LIMITS
138 BY4-138 857298.1895 1808037.9112 726.59 26+32.55 22.34 RT
137 BY4-137 857358.0213 1807600.8180 702.86 21+93.00 13.02 LT
BY123 BY2-123 857384.5280 1806744.6740 739.53 13+36.89 19.16 RT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET
BY4
****************************************
RR SPIKE IN BASE OF POWER POLE
L STATION 26+06.00 111 RIGHT
N 858256 E 1805739
BM1 ELEVATION = 748.09
****************************************
****************************************
RR SPIKE IN BASE OF 18IN GUM
L STATION 24+15.00 2014 RIGHT
N 857894 E 1807633
BM2 ELEVATION = 711.13
****************************************
****************************************
RR SPIKE IN BASE OF 15IN PINE TREE
L STATION 30+98.00 3111 RIGHT
N 859354 E 1808590
BM3 ELEVATION = 745.56
****************************************
****************************************
RR SPIKE IN BASE OF 12IN GUM TREE
L STATION 27+41.00 5566 RIGHT
N 859319 E 1811099
BM4 ELEVATION = 751.78
****************************************
****************************************
RR-SPIKE IN BASE OF POWER POLE
S 53°13'50.07" W Dist 1361.76
L STATION 10+00.00
N 856123 E 1803764
BM5 ELEVATION = 735.35
****************************************
****************************************
RR-SPIKE IN BASE OF 36IN OAK TREE
N 10°47'19.09" E Dist 2734.85
L STATION 10+00.00
N 859625 E 1805367
BM6 ELEVATION = 767.72
****************************************
****************************************
RR-SPIKE IN BASE OF POWER POLE
S 09°30'39.84" E Dist 205.00
Y1 STATION 26+87.00
N 856489 E 1806732
BM7 ELEVATION = 724.11
****************************************
****************************************
RR-SPIKE IN BASE OF POWER POLE
N 84°59'39.30" E Dist 2284.72
Y3 STATION 10+00.00
N 857490 E 1808721
BM8 ELEVATION = 733.79
****************************************
NOTES
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT>
SHEET NO.PROJECT REFERENCE NO.
Location and Surveys
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P5204_LS_CONTROL_131002.txt
P5204_LS_GPSCALIB_131002.HTML
P5204_LS_WGS84_131002.txt
P5204_LS_LOCAL_131002.txt
P5204_LS_GPSCALIB_131002.pdf
SELECTING
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
1D
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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "Y4807F-1"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 858709.3260(ft) EASTING: 1805511.6750(ft)
ELEVATION: 762.73'(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999952493
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"Y4807F-1" TO -L- STATION 10+00.00 IS
N 5°20'40" W 571.23'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
>INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.
NOTES:
WILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHEN
USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER
SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES
MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES.
2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE
THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT. IF FURTHER INFORMATION
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
SHEET NO.PROJECT REFERENCE NO.
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Location and Surveys
NOTE: DRAWING NOT TO SCALE
P-5204 SURVEY CONTROL SHEET
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE
p5204_ls_gpscalib_131002.PDF
NAD 83 / NSRS2007 ADJUSTMENT. THIS CALIBRATION
p5204_ls_gpscalib_131002.HTML
p5204_ls_wgs84_131002.TXT
p5204_ls_local_131002.TXT
p5204_ls_control_131002.TXT
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-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
39+48.68
39+00.00
38+00.00
37+00.00
36+00.00
35+00.00
34+00.00
33+00.00
32+00.00
31+00.00
30+00.00
29+00.00
28+00.00
27+00.00
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
859,575.83
859,527.28
859,427.55
859,327.86
859,228.34
859,129.02
859,029.94
858,931.15
858,832.66
858,734.53
858,636.54
858,538.56
858,440.57
858,342.12
858,242.64
858,142.69
858,042.86
857,943.75
857,845.94
857,750.00
857,656.51
857,566.02
857,479.06
857,396.15
857,317.77
857,244.40
857,176.47
857,114.37
857,055.72
856,997.08
856,938.45
1,805,435.03
1,805,438.61
1,805,445.97
1,805,453.84
1,805,463.57
1,805,475.21
1,805,488.75
1,805,504.20
1,805,521.55
1,805,540.77
1,805,560.74
1,805,580.71
1,805,600.69
1,805,618.10
1,805,628.02
1,805,630.27
1,805,624.83
1,805,611.73
1,805,591.05
1,805,562.92
1,805,527.50
1,805,485.00
1,805,435.68
1,805,379.81
1,805,317.74
1,805,249.83
1,805,176.48
1,805,098.13
1,805,017.14
1,804,936.13
1,804,855.13
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
39+48.68
39+00.00
38+00.00
37+00.00
36+00.00
35+00.00
34+00.00
33+00.00
32+00.00
31+00.00
30+00.00
29+00.00
28+00.00
27+00.00
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
26+87.43
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
856.691.37
856,777.83
856,876.71
856,974.93
857,069.01
857,156.22
857,234.15
857,300.63
857,353.83
857,392.26
857,414.87
857,426.52
857,437.89
857,449.25
857,460.62
857,477.02
857,509.17
857,554.44
1,806,698.25
1,806,685.21
1,806,670.30
1,806,651.85
1,806,618.31
1,806,569.62
1,806,507.14
1,806,432.59
1,806,348.05
1,806,255.86
1,806,158.57
1,806,059.25
1,805,959.90
1,805,860.55
1,805,761.19
1,805,662.64
1,805,568.07
1,805,478.94
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)
26+93.59
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
859,103.85
859,064.70
859,022.87
858,981.04
858,939.21
858,897.38
858,855.55
858,813.72
858,771.89
858,729.96
858,681.12
858,622.17
858,560.58
858,498.97
858,434.83
858,366.74
858,294.89
858,219.69
1,806,455.19
1,806,370.18
1,806,279.34
1,806,188.51
1,806,097.68
1,806,006.85
1,805,916.02
1,805,825.19
1,805,734.36
1,805,643.57
1,805,556.39
1,805,475.67
1,805,396.88
1,805,318.12
1,805,241.42
1,805,168.19
1,805,098.65
1,805,032.75
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
-Y4-
-Y4-
-Y4-
-Y4-
12+75.05
12+00.00
11+00.00
10+00.00
856,997.30
856,925.23
856,826.15
856,730.93
1,804,936.43
1,804,956.57
1,804,949.59
1,804,919.03
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
27+14.68
27+00.00
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
857,317.58
857,318.11
857,321.68
857,325.82
857,332.00
857,338.18
857,344.53
857,351.74
857,358.96
857,366.45
857,374.04
857,381.64
857,388.18
857,394.06
857,399.94
857,405.82
857,398.00
857,358.27
857,290.87
1,808,120.79
1,808,106.12
1,808,006.18
1,807,906.28
1,807,806.47
1,807,706.66
1,807,606.86
1,807,507.12
1,807,407.38
1,807,307.66
1,807,207.95
1,807,108.24
1,807,008.46
1,806,908.63
1,806,808.80
1,806,708.98
1,806,609.73
1,806,518.46
1,806,445.22
90
89
88
87
94
93
92
91
-Y5-
-Y5-
-Y5-
-Y5-
12+31.08
12+00.00
11+00.00
10+00.00
857,685.05
857,716.10
857,816.01
857,867.37
1,805,722.49
1,805,723.82
1,805,728.08
1,805,797.38
100
99
98
97
96
95
-Y6-
-Y6-
-Y6-
-Y6-
-Y6-
-Y6-
14+44.74
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
859,367.97
859,323.23
859,223.23
859,113.45
859,117.38
859,108.73
1,811,133.68
1,811,133.57
1,811,133.33
1,811,162.96
1,811,260.70
1,811,360.33
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CENTERLINE COORDINATE LIST
SHEET NO.PROJECT REFERENCE NO.
1-FP-5204
RAIL DIVISIONS
STATE OF NORTH CAROLINA
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-D1-
-D1-
103
102
101
857,468.22
857,386.83
857,287.58
1,805,704.17
1,805,694.37
1,805,706.53
11+82.21
11+00.00
10+00.00
107
106
105
104
-SR1-
-SR1-
-SR1-
-SR1-
12+49.33
12+00.00
11+00.00
10+00.00
858,040.26
857,990.98
857,891.10
857,795.18
1,806,686.40
1,806,688.77
1,806,693.57
1,806,680.12
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
24'
*12'12'
SHLD
8'
SHLD
8'
PS
4'
GUARDRAIL IS REQUIRED
USE 11' SHOULDER WHERE*
PS
4'
CL-L- (McLEANSVILLE RD)
ORIGINAL GROUND
12'
4
:1
ORIGINAL GROUND
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 1
VARIES 2:1 TO 4:1
.08 .02 .02 .08.02 .02
10.5"
C1
D1E1 TT
CLBRIDGE
CL
POINT
GRADE
35' - 4"
.06
.06
TYPICAL SECTION ON STRUCTURE
*
*NOTE: OFFSET CENTERLINE DUE TO
WITH TANGENT STRUCTURE DESIGN
ROADWAY ALIGNMENT IN HORIZONTAL CURVE
-L- SR 2819
(McLEANSVILLE RD)
TYPICAL SECTION NO. 2
15'15'
CL-R1- (NS/NCRR)
SIDING
NS/NCRR
MAIN TRACK
NS/NCRR
FUTURE TRACK
NS/NCRR
FUTURE TRACK
NS/NCRR
TYPICAL SECTION NO. 2A
0' TO 1.65'
VARIES
TYPICAL SECTION UNDER STRUCTURE
LOOKING EAST
-L- STA 23+74.48 TO 25+23.73
EXISTING
-L- Sta. 25+23.73 (END BRIDGE) THRU Sta. 30+45.00
-L- Sta. 12+55.00 THRU Sta. 23+74.48 (BEGIN BRIDGE)
29' -8 Ž"27' -3 •"
3:1
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2P-5204
PAVEMENT DESIGN
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LL
VARIABLE
POINT
GRADE
Detail Showing Method Of Wedging

MIN.

MIN.

C SURVEY C EXISTING

U

D3
E2
D3D2D1 C2
C1
E2
MIN
3"
2.5"
MIN
D2 D1
2.5"
3"
MIN.
1.5"

1.5"
1.5"
U U
MILL TO THIS LINE
W PROP. GRADEMINIMUM RESURFACING
Detail for Incidental Milling
13'-9 †"
100' -10 „"
EARTH MATERIAL.T
EXISTING PAVEMENT.U
PAVEMENT SCHEDULE
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED
PROP. 8" AGGREGATE BASE COURSEJ1
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•" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D3
GREATER THAN 4" IN DEPTH.
TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2•" IN DEPTH OR
D2
PROP. APPROX. 2•" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C1
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL
W THIS SHEET)
D1
PROP. APPROX. 3•" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD.
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 TO EXCEED 2" IN DEPTH.
C2
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
AN AVERAGE RATE OF 456 LBS. PER SQ. YD.E1
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
24'
*12'12'
SHLD
8'
SHLD
8'
GUARDRAIL IS REQUIRED
USE 11' SHOULDER WHERE*
PS
2'
CL
PS
2'
-Y1- (BETHEL CHURCH RD)
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 3ORIGINAL GROUND
ORIGINAL GROUND
12'
4
:1
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08.02 .02
24'
12'12'
SHLD
8'
SHLD
8'
PS
4'
PS
4'
CL-L- (McLEANSVILLE RD)
ORIGINAL GROUND
12'
4
:1
ORIGINAL GROUND
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 1A
VARIES 2:1 TO 4:1
.08 .02 .02 .08.02 .02
24'
12'12'
SHLD
8'
SHLD
8'
PS
2'
CL
PS
2'
-Y1- (BETHEL CHURCH RD)
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 3AORIGINAL GROUND
ORIGINAL GROUND
12'
4
:1
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08.02 .02
T
T
W
D1E1 U
T
T
T
T
C1
W
E1
E1 U
D2
D2
10.5"
THIS LINE
GRADE TO
THIS LINE
GRADE TO
-L- Sta. 30+45.00 THRU Sta. 36+50.00
-L- Sta. 10+00.00 THRU Sta. 12+55.00
-Y1- Sta. 10+12.00 THRU 24+75.00
-Y1- Sta. 24+75.00 THRU 26+87.43
C1
C1
D1
E1
C1
C1
D2
E1
3:1
3:1
3:1
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2AP-5204
PAVEMENT DESIGN
D
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$
$
$
$
U
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N
A
M
E
$
$
$
$
T EARTH MATERIAL
U EXIST. PAVEMENT
C1 3" S9.5B
D1 3•" I19.0B
E1 4" B25.0B
D2 2•" I19.0B
W WEDGING
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
18'
SHLD
4'
SHLD
4'
CL -Y3- (HINES ANDREW RD)
8'
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 5
9'9'
VARIES 2:1 TO 4:1
4
:1
ORIGINAL GROUND
ORIGINAL GROUND
.08 .02 .02 .08
POINT
GRADE
24'
12'12'
SHLD
8'
SHLD
8'
CL
4
:1
8'
THIS LINE
GRADE TO
TYPICAL SECTION NO. 4ORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
9.5"
-Y2- (FRIEDEN CHURCH RD)
.08 .02 .02 .08
7"
T
T
T
T
W
C1
E1
E1
U
D2
THIS LINE
GRADE TO
18'
SHLD
4'
CL
8'
TYPICAL SECTION NO. 5A
1.5"
.08
C1
T
T
U
-Y3- (HINES ANDREWS RD)
9'9'
-Y2- Sta. 17+14.30 THRU Sta. 23+00.00
-Y2- Sta. 12+00.00 THRU Sta. 16+75.55
-Y3- Sta. 10+12.00 THRU Sta. 12+93.29
-Y3- Sta. 12+93.29 THRU Sta. 13+60.00
C1
ORIGINAL GROUND
ORIGINAL GROUND
EX EX
POINT
CROWN
C1
D2
E1
SHLD
EXIST
3:1
3:1
3:1
4
:1
EX
VA
RI
ES
2:
1
TO
4:
1
ORIGINAL GROUND
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2BP-5204
PAVEMENT DESIGN
D
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$
$
$
$
U
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E
R
N
A
M
E
$
$
$
$
T EARTH MATERIAL
U EXIST. PAVEMENT
C1 3" S9.5B
D2 2•" I19.0B
E1 4" B25.0B
W WEDGING
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
10'
SHLD
2'
SHLD
2'
CL -Y5- (OLD BETHEL CHURCH RD)
22'
11'11'
SHLD
6'
SHLD
6'
CL -Y4- (BIRCH CREEK RD)
8'
4
:1
POINT
GRADE
POINT
GRADE
THIS LINE
GRADE TO
THIS LINE
GRADE TO
TYPICAL SECTION NO. 7
TYPICAL SECTION NO. 6
ORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
8'
4
:1
ORIGINAL GROUND
ORIGINAL GROUND
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08
.08 .02 .02 .08
22'
11'11'
SHLD
6'
SHLD
6'
CL -Y4- (BIRCH CREEK RD)
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 6A
8'
4
:1
ORIGINAL GROUND
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08
ORIGINAL GROUND
T
T
T
T
C1
W
E1
E1
U
D2
D2
THIS LINE
GRADE TO
C1
T
T
E1
-Y4- Sta. 11+40.00 THRU Sta. 12+62.63
-Y4- Sta. 10+80.00 THRU Sta. 11+40.00
-Y5- Sta. 10+53.04 THRU Sta. 12+01.07
C1 C1
D2
E1
7"
3:1
3:1
3:1
VARIES 20' - 50'
VAR. 10' - 40'
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2CP-5204
PAVEMENT DESIGN
2
9
-
O
C
T
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0
13

17
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2
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4
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p
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d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
T EARTH MATERIAL
U EXIST. PAVEMENT
D2 2•" I19.0B
E1 4" B25.0B
W WEDGING
C1 3" S9.5B
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
18'
SHLD
2'
SHLD
2'
CL -SR1- (SERVICE ROAD)
8'
POINT
GRADE
THIS LINE
GRADE TO
THIS LINE
GRADE TO
TYPICAL SECTION NO. 9
9'9'
ORIGINAL GROUND
4
:1
ORIGINAL GROUND
.08 .02 .02 .08
7"
T
T
C1
E1
4'2'6'6'2'
2:
1
M
A
X
6"6"
4:12:1
M
A
X
ORIGINAL GROUND
ORIGINAL GROUND
POINT
GRADE
.02
11"
CL
20'
10'10'
SHLD
2'
SHLD
2'
CL -Y5- (OLD BETHEL CHURCH RD)
8'
4
:1
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 7AORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
.08 .02 .02 .08
W
T
T
U
TYPICAL SECTION NO. 10
.02
-D1- DRIVEWAY
-Y5- Sta. 10+00.00 THRU Sta. 10+53.04
-D1- Sta. 10+00.00 THRU Sta. 11+70.21
THIS LINE
GRADE TO
THIS LINE
GRADE TO
3:1
E1
C1
7"
THIS LINE
GRADE TO
11'
SHLD
2'
CL
POINT
GRADE
TYPICAL SECTION NO. 8ORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
.08
T U
-Y6- Sta. 10+00.00 THRU Sta. 10+90.00
E1
C1
7"
THIS LINE
GRADE TO
-Y6- (CARMON RD)
EX
ORIGINAL GROUND
3:
1
4:1
ORIGINAL GROUND
35' MIN. RADIUS FOR PROPOSED CUL-DE-SACS
EX EX
VARIES 22' - 70'
VAR. 11' - 59'
T
T
C1
J1
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2DP-5204
PAVEMENT DESIGN
2
9
-
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17
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$
$
$
$
U
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M
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$
$
$
$
D
C
N
2:1
2:1
-SR1- Sta. 10+00.00 THRU Sta. 12+49.33
T EARTH MATERIAL
U EXIST. PAVEMENT
C1 3" S9.5B
J1 8" ABC
W WEDGING
E1 4" B25.0B
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
PB 4 PG 174
PB 4 PG 174
M
C
L
E
A
N
S
V
I
L
L
E
R
O
A
D
(
S
R
2
8
1
9
)
GAIL MOSELEY
DB 6394 PG 550
DB 3804 PG 149
ROBERT STONE
2
4'
B
S
T
DB 65 PG 351
RAILROAD COMPANY
NORTH CAROLINA
DB 65 PG 351
RAILROAD COMPANY
NORTH CAROLINA
EXISTING PAVEMENT
NEATLY SAWCUT
SEE NOTE 3
EXISTING PAVEMENT
NEATLY SAWCUT
NORFOLK SOUTHERN/NCRR RR
PARKING
SOIL & GR
200.00'
EXISTING RR R/W
EXISTING RR R/W
25
11
10
12
PAVEMENT REMOVAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
P-5204
0
PLANS
1020 20 40
GRAPHIC SCALE
2-E

D
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N
2
9
-
O
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2
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13

17
:
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a
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a
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i
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a
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\
N
C
D
O
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\
M
c
l
e
a
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s
v
i
l
l
e
\
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a
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w
a
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\
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2
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0
2
E
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
REMOVED AS WELL.
CULVERTS IN THE RAILROAD DITCHES SHALL BE
GRADE EXISTING DITCHES TO DRAIN. ANY EXISTING
GRADE AREA TO MATCH ADJACENT TOPOGRAPHY AND
6. CONTRACTOR SHALL REMOVE EXISTING ROADBED AND
AREA.
LOCATE ALL UNDERGROUND UTILITIES IN THE WORK
5. CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 TO
DISTURBED AREA OUTSIDE THE RAILROAD BALLAST LINE.
4. CONTRACTOR SHALL SEED AND MULCH THE
CONTRACTOR.
CROSSBUCKS SHALL BE REMOVED BY THE RAILROAD
THE RAILROAD CONTRACTOR. THE EXISTING RAILROAD
ASPHALT OVER THE TIES WILL ALSO BE REMOVED BY
BY THE RAILROAD CONTRACTOR. THE RAIL SEAL AND
SOUTHERN RAILROAD BALLAST LINE WILL BE REMOVED
3. THE EXISTING PAVEMENT INSIDE THE NORFOLK
BE REMOVED BY THE RAILROAD CONTRACTOR.
POWER LINE/POLES TO SERVICE THE SIGNAL BOX WILL
2. THE RAILROAD SIGNALS, SIGNAL BOX, AND OVERHEAD
MCLEANSVILLE ROAD.
AT 919-715-0296 TO SCHEDULE THE CLOSURE OF
1. CONTACT THE NCDOT RAIL DIVISION PROJECT ENGINEER
NOTES:
REMOVED
EX. SIGNS TO BE
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
OBLITERATE
OBLITERATE
REMOVED
EX. SIGNS TO BE
REMOVED BY RAILROAD CONTRACTOR
CONTRACTOR ONCE SIGNAL IS
EX. WALL TO BE REMOVED BY
CONTRACTOR
BY RAILROAD
TO BE REMOVED
MILEPOST 8
TO BE REMOVED
ADDRESS MARKER
10'
10'
P4
P5
EIP
EIP
T
T
24"
C
O
N
C
GR
SSWITCH
S
OI
L
&
G
R
P
A
R
KI
N
G
24" CONC
10' GR DR
22' BST
T
Tb
H
H
b
N
S
R
R
NSRR
}
B
O
X
S
IG
N
A
L
R
R
PE
-
M
E
T
E
R
A
T
&
T
(
F
O
)
M
C
I
(
F
O
)

M
C
I
A
T
&
T
AT&T
AT&T
4
"

P
N
G S
IG
N
A
L
R
R
S
IG
N
A
L
R
R
S
IG
N
A
L
R
R
W
O
O
D
S
G
R
A
S
S
W
D

L
O
A
D
I
N
G

D
O
CK
W
E
L
L
A
T
&
T
W
O
O
D
S
1
S
F
D
N
A
D

8
3
N
S
R
S

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
SEE NOTE 2
SEE NOTE 2
EXISTING PAVEMENT
NEATLY SAWCUT
REGRADE DITCH
18" CMP TO BE REMOVED
REGRADE DITCH
18" CMP TO BE REMOVED
EXISTING RR R/W
EXISTING RR R/W
2
0
0
.
0
0
'
THOMAS BLACK
DB 3290 PG 816
LOUISE BULLARD
DB 2549 PG 897
PAVEMENT REMOVAL
GRAVEL REMOVAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
P-5204
0
PLANS
1020 20 40
GRAPHIC SCALE
2-F

D
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N
2
9
-
O
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T
-
2
0
13

17
:
4
0
O
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a
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s
p
o
r
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a
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i
o
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\
R
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w
a
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\
N
C
D
O
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\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
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\
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2
0
4
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F
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
REMOVED AS WELL.
CULVERTS IN THE RAILROAD DITCHES SHALL BE
GRADE EXISTING DITCHES TO DRAIN. ANY EXISTING
GRADE AREA TO MATCH ADJACENT TOPOGRAPHY AND
5. CONTRACTOR SHALL REMOVE EXISTING ROADBED AND
AREA.
LOCATE ALL UNDERGROUND UTILITIES IN THE WORK
4. CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 TO
DISTURBED AREA OUTSIDE THE RAILROAD BALLAST LINE.
3. CONTRACTOR SHALL SEED AND MULCH THE
BE REMOVED BY THE RAILROAD CONTRACTOR.
POWER LINE/POLES TO SERVICE THE SIGNAL BOX WILL
THE RAILROAD SIGNALS, SIGNAL BOX, AND OVERHEAD
WILL ALSO BE REMOVED BY THE RAILROAD CONTRACTOR.
BY THE RAILROAD CONTRACTOR. THE TIMBER FLANGES
SOUTHERN RAILROAD BALLAST LINE WILL BE REMOVED
2. THE EXISTING PAVEMENT INSIDE THE NORFOLK
DRIVE.
AT 919-715-0296 TO SCHEDULE THE CLOSURE OF
1. CONTACT THE NCDOT RAIL DIVISION PROJECT ENGINEER
NOTES:
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
OBLITERATE
OBLITERATE
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
EXISTING PAVEMENT
NEATLY SAWCUT
10'
10'
GUARDRAIL
GUARDRAIL
THOMAS BLACK
DB 3290 PG 816
NORFOLK SOUTHERN RR
10' GR
18" CMP
18" CMP
B
S
T
12
'
GR
N
A
D

8
3
N
S
R
S

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
SEE NOTE 2
EXISTING PAVEMENT
NEATLY SAWCUT
EXISTING PAVEMENT
NEATLY SAWCUT
REGRADE DITCH
15" RCP TO BE REMOVED
CARMON ROAD
(SR 2755
)
25' PAVED RDWY
NORFOLK SOUTHERN RR
DB 4994 PG 1857
WALTER SHULER, JR.
DAMON CARTER
DB 5339 PG 2161
EXISTING RR R/W
EXISTING RR R/W
REGRADE DITCH
15" RCP TO BE REMOVED BY OTHERS
REMOVED
SIGN TO BE
REMOVED
SIGN TO BE
W1-6 TO BE REMOVED
REMOVED
W1-6 TO BE
PAVEMENT REMOVAL
GRAVEL REMOVAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
P-5204
0
PLANS
1020 20 40
GRAPHIC SCALE
2-G

D
C
N
0
3
-
J
A
N
-
2
0
1
4

0
8
:
2
5
O
:
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a
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s
p
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a
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i
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\
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P
5
2
0
4
_
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d
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p
s
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0
2
G
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
WESTBOUND CARMON ROAD TRAFFIC.
OF INTERSECTION AT CARMON & KNOX ROAD FOR
10. CONTRACTOR TO INSTALL "DEAD END" SIGN 40' WEST
TO ALTERING ANY TRAFFIC PATTERN.
9. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR
DRAWINGS AND TRAFFIC CONTROL PLANS.
THE ROAD ACCORDING TO THE ROADWAY STANDARD
8. PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE
7. PROVIDE PERMANENT SIGNING AS SHOWN.
WELL.
SIDE OF THE RR CROSSING NEED TO BE REMOVED AS
MARKINGS ON CARMON ROAD ON THE NORTH AND SOUTH
6. THE RR CROSSING ADVANCE WARNING PAVEMENT
REMOVED AS WELL.
CULVERTS IN THE RAILROAD DITCHES SHALL BE
GRADE EXISTING DITCHES TO DRAIN. ANY EXISTING
GRADE AREA TO MATCH ADJACENT TOPOGRAPHY AND
5. CONTRACTOR SHALL REMOVE EXISTING ROADBED AND
AREA.
LOCATE ALL UNDERGROUND UTILITIES IN THE WORK
4. CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 TO
DISTURBED AREA OUTSIDE THE RAILROAD BALLAST LINE.
3. CONTRACTOR SHALL SEED AND MULCH THE
CONTRACTOR.
THE SIGNAL BOX WILL BE REMOVED BY THE RAILROAD
BOX, AND OVERHEAD POWER LINE/POLES TO SERVICE
RAILROAD CONTRACTOR. THE RAILROAD SIGNALS, SIGNAL
SEAL FLANGES WILL ALSO BE REMOVED BY THE
BY THE RAILROAD CONTRACTOR. THE TIMBER AND RAIL
SOUTHERN RAILROAD BALLAST LINE WILL BE REMOVED
2. THE EXISTING PAVEMENT INSIDE THE NORFOLK
CARMON ROAD.
AT 919-715-0296 TO SCHEDULE THE CLOSURE OF
1. CONTACT THE NCDOT RAIL DIVISION PROJECT ENGINEER
NOTES:
REMOVE
BY RAILROAD CONTRACTOR
EX. RAILROAD SIGNAL TO BE REMOVED
CONTRACTOR
RAILROAD
TO BE REMOVED BY
EX. RAILROAD SIGNAL
REMOVED BY RAILROAD CONTRACTOR
CONTRACTOR ONCE SIGNAL IS
EX. GUARDRAIL TO BE REMOVED BY
RAILROAD CONTRACTOR
TO BE REMOVED BY
EX. RAILROAD SIGNAL BOX
REMOVE
EXISTING PAVEMENT
NEATLY SAWCUT
10'
10'
2
0
0
' R
A
IL
R
OA
D

R
O
W
GUARDRAIL
OM4-3 (TYP.)
REGRADE DITCH
12" RCP TO BE REMOVED
R
E
V
IS
I
O
N
S
R
/
W

R
E
V
.
U
P
D
A
T
E
D

P
R
O
P
E
R
T
Y
I
N
F
O
R
M
A
T
I
O
N

A
R
O
U
N
D

-
Y6
-

(
1-
3
-
14
)
E
XE
XOBLITERATE
OBLITERATE
PT Sta. 12+64.97
P
C

S
t
a
.

11
+
6
8
.3
4
P
O
T

S
t
a
.

10
+
0
0
.0
0
R = 65.00'
T = 59.75'
L = 96.63'
PI Sta 12+28.09
D
R=35'
R=50'
-Y6-
-Y6-
-
Y6
-
10'
50'
20'
E X
R=10'
R=10'
R=5'R=25'
Sta. 10+60.00
BEGIN CONSTRUCTION
Sta. 13+83.64
BEGIN CONSTRUCTION
Sta. 14+13.62
END CONSTRUCTION
Sta. 11+75.15
END CONSTRUCTION
34
34.06 LT
+83.78
90.00 LT
+50.00
45.21 LT
+97.65
55.00 LT
+83.05
88.00 LT
+95.00
97.00 LT
+03.00
61.80 LT
+12.00
EXISTING RR R/W
T
15" RCP
15" RCPMTL HW
10
' GR
RR SIG
RR SIG
SWITCH
12
"
RC
P
18"
C&G
18
"

C
&
G
4
' 3
S

E
L
E
C
T
b
}
P E-METER
NSRR
NSRR
N
S
R
R
D
U
K
E

E
N
E
R
G
Y
A
T
&
T
A
T
&
T
AT&T
AT&T
A
T
&
T
A
T
&
T
L
E
G
A
C
Y
A
T
&
T
LEGACY
AT&T
AT&T LEGACY (FO)
A
T
&
T

L
E
G
A
C
Y
(F
O
)
PASTURE
FIELD
OVERGROWN
CULTIVATED
-BL-120
55.85 LT
-Y1- 11+97.94
BL STATION 66+29.00 230' LEFT
RR SPIKE IN BASE OF 12" GUM
N 859319 E 1811099
BM#4 ELEVATION = 751.78'
DB 3242 PG 160
ANN DEAL
DB 3242 PG 160
ANN DEAL
N
A
D

8
3
N
S
R
S

2
0
0
7
C
C
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
-L- Sta. 11+38 RT 403 24 30 15" RCP
-Y4- Sta. 12+17 RT 402 24 37 15" RCP
-Y4- Sta. 12+29 CL 401 735.98737.7 95 110 18" RCP
-L- Sta. 13+78 RT 405 20 15 15" RCP
-L- Sta. 14+88 RT 406 24 52 15" RCP
-L- Sta. 13+50 1 1LT410735.10737.85
-L- Sta. 16+66 CL 409 719.30722.05 161 50 24" RCP
-L- Sta. 19+50 LT 413 758.42761.17 1 1
-Y1- Sta. 11+42 CL 419 730.60 725.60 172
-Y1- Sta. 11+34 RT 416 756.12758.88 1 1
-L- Sta. 28+50 LT 501 770.00 767.25 1 1
-Y2- Sta. 15+30 LT 506 20 24 15" RCP
-L- Sta. 32+98 RT 507 756.80 756.33508 40 21 15" RCP
-L- Sta. 33+20 RT 508 759.50 756.33 1 1 REMOVE EXISITNG DI
-L- Sta. 33+29 RT 509 756.75 756.33508 13 40 15" RCP
-L- Sta. 33+02 CL 508 510 756.33 755.50 82
-L- Sta. 34+75 RT 511 71 52 15" RCP
-Y2- Sta. 19+70 RT 601 20 40 15" RCP
-Y2- Sta. 20+27 RT 602 24 47 15" RCP
-Y2- Sta. 20+27 LT 603 60 60 15" RCP
-Y1- Sta. 15+50 LT 706 739.44 736.69 1 1
-Y3- Sta. 10+38 CL 702 729.12 728.53 90
-Y1- Sta. 25+05 LT 704 24 21 12" RCP
-Y1- Sta. 25+88 LT 705 24 20 12" RCP
-L- Sta. 13+50 LT 411 412 725.45 7 1 @ 15"
-L- Sta. 13+50 LT 410 411 735.10 30
-L- Sta. 19+50 LT 414 415 729.72 13 1 @ 15"
-L- Sta. 19+50 LT 413 414 758.42 61
-Y1- Sta. 11+34 RTRT 417 418 724.36 5 1 @ 15"
-Y1- Sta. 11+34 RTRT 416 417 756.12 63
-L- Sta. 28+50 LT 502 503 756.00 11 1 @ 15"
-L- Sta. 28+50 LT 501 502 767.25 35
1 @ 15"-Y2- Sta. 13+70 LT 504 505 752.26 15
M
.
H
.

F
R
A
M
E

&

C
O
V
E
R

S
T
D
.

8
4
0
.
5
4
-Y1- Sta. 15+50 CL 706 707 736.58736.69 36
-Y1- Sta. 15+50 RT 707 1 1739.33 736.58
-Y1- Sta. 16+00 RT 707 708 736.58 733.75 100
-Y1- Sta. 16+50 RT 708 1 1733.75735.00
-Y1- Sta. 17+00 RT 708 728.45733.75709 96
-Y1- Sta. 17+50 RT 709 732.10 728.45 1
-Y1- Sta. 17+50 RT 709 728.35728.45710 15
-L- Sta. 12+64 CL 404 733.92 60734.14
-Y1- Sta. 14+80 CL 701 716.20 715.20 145
4.5
SHEET TOTALS 8 1 82256962991723064.5 4 @ 15"1 @ 15"679
100721.00727.40703CL-Y1- Sta. 22+00
100
D
C
N
J
.
B
.

S
TD
.

8
4
0
.
3
1

O
R

8
4
0
.
3
2
G
.
D
.
I.

F
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E

W
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G
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E

S
T
D
.

8
4
0
.
2
2
G
.
D
.
I
.

(
N
.
S
.
)

F
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W
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G
R
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TE

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.

8
4
0
.
2
4
G
.
D
.
I.

(
N
.
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)

F
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E

W
ITH

T
W
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G
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A
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S

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TD
.

8
4
0
.
2
4
SIZE A B
Q
U
A
N
T
IT
IE
S
F
O
R

D
R
A
IN
A
G
E
S
TR
U
C
T
U
R
E
S
ENDWALLS
STATION
S
TRU
C
T
U
R
E

N
O
.
R
.
C
.
P
.
C
.
S
.
P
.
.
1
0
9
.
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7
9
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(
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U

5
.
0
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)
5
.
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TH
R
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0
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1
0
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0
'

A
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A
B
O
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*

TO
TA
L
L.
F
.

F
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R

P
A
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Q
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B
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C
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A
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+

(
1
.
3

X
C
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B
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)
F
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.
B
.

S
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.

8
4
0
.
0
1

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TD
.

8
4
0
.
0
2
ABBREVIATIONS
2
9
-
O
C
T
-
2
0
13

17
:
4
0
O
:
\
T
r
a
n
s
p
o
r
t
a
t
i
o
n
\
R
o
a
d
w
a
y
\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
3
a
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
LO
C
A
T
I
O
N

(
LT
,
R
T
,

O
R

C
L)
4
/
0
4
/
0
6
REMARKS
SHEET NO.PROJECT REFERENCE NO.
3-AP-5204
COMPUTED BY:
CHECKED BY:DATE:
DATE:

12"15"18"24"30"36"42"48"12"36"42"48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
RAIL DIVISIONS
STATE OF NORTH CAROLINA
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
THICKNESS
*FT.
LIN.
2
9
-
O
C
T
-
2
0
13

17
:
4
0
O
:
\
T
r
a
n
s
p
o
r
t
a
t
i
o
n
\
R
o
a
d
w
a
y
\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
3
a
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SHEET NO.PROJECT REFERENCE NO.
TO
P

E
LE
V
A
TIO
N
IN
V
E
R
T
E
LE
V
A
T
I
O
N
IN
V
E
R
T

E
LE
V
A
TIO
N
S
LO
P
E

C
R
IT
IC
A
L
OTHERWISE)
NOTED
(UNLESS
STD. 838.80
OR
STD. 838.11
STD. 838.01,
C.B.
N.D.I.
D.I.
J.B.
M.H.
CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B.TRAFFIC BEARING JUNCTION BOX
G.D.I.GRATED DROP INLET
G.D.I. (N.S.)
(NARROW SLOT)
GRATED DROP INLET
48"42"36"30"24"18"15"
D
R
O
P

IN
LE
T
C
A
T
C
H

B
A
S
IN
S
E
C
T
IO
N
T
R
A
N
S
IT
IO
N
A
L
C
O
N
C
R
E
T
E
(RCP, CSP, CAAP, HDPE, or PVC)
DRAINAGE PIPE
C
O
R
R
.

S
T
E
E
L
E
LB
O
W
S

N
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.

&

S
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U
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C
S
P
D
O

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O
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U
S
E

C
A
A
P
D
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N
O
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U
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E

H
D
P
E
C.S. PIPE
15"18"24"
.
0
6
4
.
0
6
4
.
0
6
4
.
0
6
4
(CLASS III)
R.C. PIPE
12"18"24"30"36"42"48"15"
*
*
"

R.

C
.

P
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(
C
LA
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)
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R
TS
,

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S
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N

P
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1
5
"

S
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E

D
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IN

P
I
P
E
1
8
"

S
ID
E

D
RA
IN

P
I
P
E
(CLASS IV)
R.C. PIPE
SUB-REGIONAL
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
G
.
D
.
I.

F
RA
M
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T
W
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8
4
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.
2
0
54
-SR1- Sta. 11+07 CL 801 739.78 738.00 54 15" CMP28
-Y6- Sta. 11+80 LT 901 18 12" RCP32
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
-L-
-L-
-L-
-L-
-L-
-Y1-
-Y1-
-Y1-
13+00.00
15+21.00
19+06.00
25+10.00
25+38.00
10+61.00
10+60.00
12+56.00
23+57.50
18+67.85
23+91.00
29+08.50
29+56.00
17+00.00
12+29.00
17+05.00
LT
RT
RT
LT
RT
LT
RT
RT
312.5
637.5
450
400
425
175
450
62.5
62.5
350
12.5
75
14+00.00
16+00.00
19+50.00
28+00.00
28+50.00
16+00.00
12+00.00
16+00.00
8'11'
11'8'
11'8'
11'8'
11'8'
11'8'
11'8'
11'8'
50'
50'
50'
50'
50'
50'
50'
12.5'
1'
1'
1'
1'
1'
1'
1'1'
1
1
1
1
1
2
1
1
1
1 1
-L-
-L-
-Y1-
-Y1-
-Y1-
25+25
23+40
28+50
10+19 11+35
11+59
13+29
15+50
16+50
325'
145'
391'
321'
7 4 1
7 4 1
7 4 1
13+50 990'
2,172'
2,172'
GUARDRAIL SUMMARY
"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.
LENGTH
SHOP
CURVED
DOUBLE
FACED
WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
E.O.L.
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
STRAIGHT
SURVEY
LINE BEG. STA.END STA.LOCATION
XI
MOD
XI
GRAU
350
M-350 TYPE III VI
MOD
BICCAT-1
1
2
/
0
6
/
0
7
AT-1
RAIL DIVISIONS
STATE OF NORTH CAROLINA
TYPE 350
ATTENUATOR
IMPACT
GUARDRAIL
FACED
SINGLE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
EA G NG
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
COMPUTED BY:
CHECKED BY:DATE:
DATE:

SHEET NO.PROJECT REFERENCE NO.
3-BP-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
0
O
:
\
T
r
a
n
s
p
o
r
t
a
t
i
o
n
\
R
o
a
d
w
a
y
\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
3
B
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
STATION
SUMMARY OF EARTHWORK
STATION
EXCAV.
UNCL.
+%
EMBANK.
BORROW WASTE
SAY:
GRAND TOTALS:
PROJECT TOTALS:
STATIONSTATION
SAY:
LINE
SURVEY
2
YD
LT/ RT/ CL
LOCATION
STATIONSTATION
LINE
SURVEY
2
YD
LT/ RT/ CL
LOCATION
EXISTING ASPHALT PAVEMENT
SUMMARY OF BREAKING
TOTAL:
SAY:
TOTAL:
STATIONSTATION
LINE
SURVEY LENGTH
SAY:
TOTAL:
SHOULDER BERM GUTTER SUMMARY
SAY:
SUBTOTAL:
PROJECT TOTALS:
LESS 7 GRAU-350 @ 50' EACH
LESS 1 CAT-1 @ 12.5' EACH
LESS 4 TYPE III ANCHORS @ 18.75' EACH
PARCEL INDEX
NO.
PARCEL SHEET NO.PROPERTY OWNER NAME
COMMUNITY FOUNDATION REAL ESTATE MANAGEMENT FUND INC
EDWARD AND ETHEL ADAMS FAMILY TRUST
ANDREW CLEMENT
MELINDA COLEMAN
NICKY THELEN
JAMES GREER, JR.
NORTH JEFFERSON, INC.
JOHN LOWE
GAIL MOSELEY
ROBERT STONE
NORTH CAROLINA RAILROAD COMPANY
MCLEANSVILLE FIRE DEPARTMENT
WILLIAMS FAMILY TIES INC.
DEBORAH HINES
PAUL BOONE JR.
CHARLES TERRY
MCLEANSVILLE SHOPPING CENTER CORP
DEAN WILLIAMS
ANNIE BROWN
CLARA COBB REVOCABLE LIVING TRUST
STEVEN COBB
CLARA COBB REVOCABLE LIVING TRUST
JERRY KING
MARK WILSON
THOMAS BLACK
ROBERT BRADSHAAW
1 & 5
4 & 7
5 & 6
5 & 6
2
3
4
6
7
8
9
10
11
12
13
14
15
16
17
19
20
21
22
23
24
25
26
27
28
4
4
4
4
4
4
4
5
5
5
5
5
5
5
7
7
7
7
8A
8A
-L-
-Y1-
-L- 10+00 -L- 23+50
-Y1- 10+50 -Y1- 26+50
-Y3- 10+50
-Y3-
-Y1- 13+50
-Y4- 11+00
-Y4-
-Y4- 12+50
-Y5- 10+00
-Y5-
-Y5- 12+00
SUBTOTALS: #1
SUBTOTALS: #2
-L- 25+50
-L-
-L- 36+50
-Y2- 12+00
-Y2-
-Y2- 16+50
-Y2- 17+50 -Y2- 23+00
117,009 480 -109,190
370 67,632 1,038
1,185 1,185
5 853 848
64 163
41,664 916 -40,748
887 187 -700
315 510 195
184,949 -173,504
-41,253
7,709
7,339
3,736
42,866 1,613
7,709 227,579 5,677 -214,871
-L-
-L-
-Y1-
21+42
25+36
21+17
25+11
26+77
23+94
RT
RT
LT
652
231
1,122
2,005
2,010
-L-12+25 16+22 CL 980
-L-21+75 23+90 RT 362
-L-25+85 30+42 CL
-Y1-11+63 11+87 CL 467
1,438
3,247
3,250
125
125
125
-66,224
1,062.5
3,912.5
3,475
3,500
D
C
N
29
30
31
32
7
7
4
6
SUSAN C COBB REVOCABLE LIVING TRUST
RALPH AND SUSAN COBB TRUSTEES OF
THEODORE ANDERSON
WILLIE FOUST
CHRISTOPHER WALSH
ASPHALT PAVEMENT REMOVAL
SUMMARY OF EXISTING
33
34 2-G WALTER SHULER, JR.
8A LOUISE BULLARD
8 & 8A
8 & 8A
8 & 8A
99
343
-SR1-
-SR1- 10+00 -SR1- 12+40 3 -340
SUBTOTALS: #3 3 343 -340
-D1- 10+00
-D1-
-D1- 11+50 -22223917
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
Slope
Fill
Slope
FillSlope
Ditch
Front
Slope
Ditch
Front
Geotextile
-L- STA 23+00MATCHLINE SEE SHEET 5

-Y1- STA 13+00
M
ATCHLINE SEE SHEET 7
-L- McLeansville Rd.
-
Y1-
Bethel Church
Rd.
PAVEMENT REMOVAL
RR-SPIKE IN BASE OF POWER POLE
S 46°58'34.8" W Dist 330.79
BY1 STATION 46+50.74
N 856123 E 1803764
BM5 ELEVATION = 735.35
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD McLEANSVILLE RD
ROAD
BIRCH CREEK
3900 5000
1300
1200100
7900 7800
1700
800900
TRAFFIC DIAGRAM
McLEANSVILLE RD AT BIRCH CREEK RD
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD McLEANSVILLE RD
5000 6600
2400
2000400
7800
4400
33001100
TRAFFIC DIAGRAM
McLEANSVILLE RD AT BETHEL CHURCH RD
10000
ROAD
BETHEL CHURCH
2
2
.
5
'
20.5'
SEE SHEET 13 FOR -D1- PROFILE VIEW
SEE SHEET 12 FOR -Y5- PROFILE VIEW
SEE SHEET 12 FOR -Y4- PROFILE VIEW
SEE SHEET 10 FOR -Y1- PROFILE VIEW
NOTE: SEE SHEET 9 FOR -L- PROFILE VIEW
T
YP
16'TY P16'
+60.00
20' BST
MANAGEMENT FUND INC
COMMUNITY FOUNDATION REAL ESTATE
DB 7085 PG 1240
1
9
JOHN LOWE
PG 147DB 4867
PG 174PB 4
30.00 RT
+96.00
40.00 RT
+96.00
40.00 RT
+75.00
30.00 RT
+75.00
DB 6394 PG 550
GAIL MOSELEY
10
183.94 RT
+89.67
121.39 RT
+83.42
PB 4 PG 174
5
PAVED SHOULDER
30.00 RT
+50.81
36.00 RT
+35.45
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
4
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
PI Sta 21+31.42
D
L = 1,488.91'
T = 838.14'
R = 1,300.00'
PI Sta 11+67.46
D
L = 224.21'
T = 113.43'
R = 600.00'
10
1
5
2
0
-L-
-
Y1-
-L--Y1-
PI Sta 11+77.40
D
L = 169.27'
T = 88.02'
R = 250.00'
12'12'
11'
12'
12'
12'12'
11'
-Y4-
-Y4- POT Sta. 12+75.05
-L- Sta. 11+00.37 =
-L- Sta. 18+86.93 =
-Y1- POT Sta. 10+00.00
R=50'
-L- POT Sta. 10+00.00
BEGIN PROJECT P-5204
0101
00
017015
E
X
E
X
0
5
0
2
0
4
0
3
0
2
0
2 0
1 0
0 0
1
0
2
0
3
0
4
0
1
0
5
0
6
0203030201
00
01
02
03
04
05
0
16
+
9
6
.0
0
TYP
24'
+
3
6
.
4
8
TYP
24'+16.38TYP27'2
7
'+22.00TYP21'
+
0
4.
6
5
057
15:1 TAPER
B
E
GIN T
AP
E
R
+94.00
BEGIN TAPER
BEGIN TAPER
GRAU 350
15:1 TAPER
GRAU 350
15:1 TAPER
BEGIN TAPER
+60.00
+52.67
G
R
A
U 350
GR
A
U 350
8'
4'
8'
8'
8'8'R=20'
-
Y4- Sta. 10+80.00
SE = 6%
DS = 50MPH DS = 40MPH
SE = 6%
DS = 30MPH
SE = 6%
B
E
GIN
C
O
NST
R
U
CTIO
N
50'
SHLD TAPER
PI Sta 11+14.27
D
L = 44.65'
T = 22.49'
R = 150.00'
-D1-
PI Sta 10+67.04
D
L = 78.98'
T = 50.44'
DS = 15 MPH
SE = 6%
R = 50.00'
-Y5- Sta. 10+00.00
BEGIN CONSTRUCTION
R=50'
R=50'
R=50'
-Y5-
OBLITERATE
01 003
017
01
0
2
0
0
0
1
0
2
02
01
00
01
N
C
N
C
-Y1- BEGIN CONSTRUCTION
-
Y4- P
OT Sta. 10+00.00
-
Y4- P
C Sta. 10+89.38
-L- PC Sta. 12+93.28
-D1- POT Sta. 11+82.21
-D1- PT Sta. 11+36.43
-D1- PC Sta. 10+91.78
-D1- POT Sta. 10+00.00
-
Y5- P
OT Sta. 12+31.08
-Y5- PT Sta. 10+95.58
-Y5- PC Sta. 10+16.60
-Y1- PC Sta. 10+54.04
-Y1- PT Sta. 12+78.24+27.76
BEGIN SBG +59.42
BEGIN SBG
-Y1- Sta. 12+42.46 =
BEGIN CONSTRUCTION
10'10'
10'10'
4'
12'
12'
4'
PT Sta. 12+58.65
30'2 5 '2 0 '
1 0 '
1 0 '
1 0 '
1
2
3
4
5
8
6
30.10 LT
+00.00
46.00 LT
+75.00
50.79 RT
+92.57 56.00 RT
+50.00
70.00 RT
+00.00
98.00 RT
+50.00
119.39 RT
+58.00
128.69 LT
+38.00
88.35 RT
+69.93
97.61 RT
+64.96
142.53 RT
+35.78
195.05 RT
+53.82
30.00 LT
+80.00
73.00 LT
+50.00
123.00 LT
+00.00
127.95 LT
+56.90
84.45 RT
+90.00
100.00 RT
+84.00
150.00 RT
+10.00 152.00 RT
+45.00
180.00 RT
+28.00
155.36 RT
+42.00
7
9
78.00 LT
+50.00
46.00 LT
+50.00
132.64 LT
+94.56
189.47 LT
+65.31
236.16 LT
+41.38
286.70 LT
+57.15
284.34 LT
+71.87
201.02 LT
+50.23
157.60 LT
+97.70
126.84 LT
+67.56
PL
+24.50
PL
+10.23
-Y1-
PL
+67.78
-Y1-
123.00 LT
+00.00
PL
+10.00
PL
+58.66
29.26 LT
+30.00
46.00 LT
+76.12
56.12 LT
+03.57
63.98 LT
+02.38 65.48 LT
+50.00
55.00 LT
+13.83
57.37 LT
+83.10
90.60 RT
+21.75
75.66 RT
+40.57
131.35 LT
+23.83
150.87 LT
+42.00
131.35 LT
+23.83
38.23 RT
+00.00 -L-
94.29 LT
+57.34 -Y4-
104.47 LT
+81.00 -Y4-
94.29 LT
+57.34 -Y4-
30.00 LT
+60.95
36.85 LT
+62.11
38.52 LT
+52.25
31
PL
+65.00
-Y1-
179.00 LT
+35.00
-Y1-
84.98 RT
+28.74
167.32 RT
+35.13
190.24 RT
+75.23
190.39 RT
+83.96
173.32 RT
+84.24
739.99
738.77
741.03
739.39
741.89
742.94
743.87
744.80
74503
743.65
741.77
740.53
738.74
0401
0402
0403
0404
0405
0406
0409
1
8
"
15"
15"18"
1
8
"
18"
3:
1 3:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 15+50 TO -L- STA. 16+28 (RT)
Min. D= 1 Ft.
DETAIL D
Ground
Natural
Ground
Natural
10 SY FF
CLASS B RIP RAP
EST 3 TONS
10 SY FF
CLASS B RIP RAP
EST 3 TONS
HW
EST 40 SY FF
CLASS B RIP RAP
EST 33 TONS
EST 42 SY FF
CLASS B RIP RAP
EST 32 TONS
FRO
M -Y1- STA. 14+75 TO STA. 17+27
Type of Liner= CLASS B Rip-Rap
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 13+50 TO -L- STA. 23+00 (LT)
DETAIL E
b= 5.0 Ft.
B= 3.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -L- STA. 14+00 TO -L- STA. 15+50 (RT)
b= 3.0 Ft.
Min. D= 1.0 Ft.
DETAIL C
Ground
NaturalFlatter3:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 11+35.59 TO -L- STA. 13+64 (RT)
DETAIL B
Min. D= 1.0 Ft.
Ground
NaturalFlatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y4- STA. 10+80 TO -Y4- STA. 11+50 (RT)
FROM -Y4- STA. 10+80 TO -Y4- STA. 12+00 (LT)
FROM -L- STA. 12+00 TO -L- STA. 13+00 (LT)
DETAIL A
Min. D= 1.0 Ft.
Ground
Natural
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL E
3.0' LATERAL BASE DITCH
SEE DETAIL E
3.0' LATERAL BASE DITCH
3:13:
1
D
( Not to Scale)
STANDARD BASE TAIL DITCH
B
d
-L- STA. 16+40
DETAIL F
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 6.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CLASS B Rip-Rap
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
LATERAL 'V' DITCH
SEE DETAIL D
STANDARD 'V' DITCH
SEE DETAIL F
BASE TAIL DITCH
0412
0411
EST 10 SY FF
CLASS B RIP RAP
EST 4 TONS
2GI
ELB
RETAIN
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
R E M O
V E
R EM
O V E
R
E
T
A
I
N
0410
SAG
12+93.94
CREST
STA 10+68.65
C
R
E
S
T
S
T
A
1
0
+
7
6.0
5
4
2
"

-

IV
(SEE X-SECTIONS)
GRADE TO DRAIN
EST 47 SY FF
CLASS B RIP RAP
EST 42 TONS
N
o
D
e
c
k
D
ra
in
s R
e
q
u
ire
d
S
h
o
u
ld
e
r =
4
.0
'
S
p
re
a
d
=
2
.0
'
S
x
=
0
.0
6
0
ft/ft
S
=
0
.0
1
4
1
ft/ft
Q
=
0
.2
2
c
fs
Q
=
C
IA =
0
.9
(4
.0
)(0
.0
6
)
Are
a
=
0
.0
6
Ac
S
TA 2
3
+
5
7
L
T
S
P
R
E
AD
C
AL
C
U
LATIO
N
T
ELB
0413
0414
0415
EST 10 SY FF
CLASS B RIP RAP
EST 4 TONS
2GI
SHOULDER BERM GUTTER
SHOULDER BERM GUTTER
ELB
0416
2GI
0417
0418
EST 7 SY FF
CLASS B RIP RAP
EST 2 TONS
ELBOWPIPE
15" COR.SBG
S
B
G
REMOVE
REMOVE
R E M
O
V E
4
2
"

-

IV
18" - IV
0419
1
5
"
ELBOW
15"PIPE
15"ELBOW
15" PIPE
Se
e
d
w
ith
n
a
tive

g
ra
sse
s a
t in
sta
lla
tio
n
.
SEED POND AFTER DRAINING
REMOVE POND DAM TO DRAIN
(SEE X-SECTIONS)
GRADE TO DRAIN
DETAIL A
DITCH SEE
SPECIAL CUT
SHOULDER BERM GUTTER
15"
-100 year HW/D=0.69 (<1.5)
-Min size diameter = 36"
hydraulic design standards:
within Norfolk Souther RR
Railroad culvert is performing
v
DB 6820 PG 927
JAMES GREER, JR.
EIP
EIP
EIP
EIP
EIP
E
XISTIN
G
R/
W
E
XISTI
N
G
R/
W
6 0 .0 0 '17 8 .0 6'
133.72'
M C L E A N S V IL L E R O A D (S R 2 8 19 )
206.03'
39.24'
60.00'
T
60" C O N C
3
6
"

C
M
P
HW
HW
1 2 " R C P
10'
G
R
1 5 " R C P
GR
GR
36" VIN
YL
6
W/LT
10
11
P
ORC
H
-BY1-132
W
P
A
V
E
RS
B
K
46
1 5 " R C P
CONC WALK
15" RCP
9' SO
IL & G
R
D
R
41
43
40
PORCH
CONCCONC WALK
CONC
STEPS
WD
S
12
' S
OIL
&
GR

D
R
4' WW W/ 2 S BW
PO
R
C
H
15" RCP
10
' S
OIL &
GR

DR
LT
GRASS
11' S
OIL
&
GR
DR
15" RCP
15" RCP
DECKWD
BK GAR
15" RCP
10' S
OIL
&
G
R
D
R
374' WW W/ 2 S BW
WD S
32
33
34
CONC
PAVED PARKING
WALK
CONC
12" TC
4' WW W/ 2 S BW
PUMP HOUSE
WELL
S
RR SIGNAL
RR SIGNAL
WOODS
WOODS
S
S
18" RCP 2
4
"
R
C
P15" RCP
A
R
B
O
R

F
E
N
C
E
GRAPEVINES
CONC HW
MTL RET WALL/GUARD RAIL
MTL RET WALL/GUARD RAIL
18 " RC P
C
O
N
C
W
A
L
K
12" RCP
N 71°48'00"
W
191.67'
N 85°19'57"
W
138.74'
S

4
5
°
2
2
'
4
1"

E
119
.
3
4
'
N 68°45'00"
W
45.30'
N 76°06'10"
W
211.47'S 04°48'44" W
249.81'
N 85°24'17"
W
220.82'S 0 2 °4 0 '4 4 " W
4 2 1 .6 8 '
EIP
EIP
EIP
RR IRON
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
60.00'
2
0
0
.
0
0
'
EARTH DAM
MELINDA COLEMAN
DB 7085 PG 1236
DB 7197 PG 1245
ADAMS FAMILY TRUST
EDWARD AND ETHEL
GEORGE RAYNOR
DB 4116 PG 1568
ANDREW CLEMENT
DB 7325 PG 103
NICKY THELEN
DB 5924 PG 2786
DB 5664 PG 208
PB 4 PG 174
DB 2397 PG 648
NORTH JEFFERSON, INC.
1S
B
K
D
1 S
B
K
D
(
A
B
A
N
D)
1 S
B
L
K
D
W
O
O
DS
C
O
N
C
S
T
E
P
S
R
O
C
K
S
S
W
(
A
B
A
N
D)
1 S
F
D
NORFOLK SOUTHERN/NCRR RR
T5
7
8
W /L T
4 5
4 4
42
39
35
36
38
n
c
b
b
b
b
b
HH
NSRR
NSRR
NSRR
AT
&T (
A
AT
U
R)AT
&T
AT&T
A
T&
T
(FO
) M C I
(FO) M
CI
4" PN G
4" PNG
bb
4" PNG
4" PNG
4" PNG
4" PNG
AT&T (AATUR)
(FO) MCI
(FO) MCI
(FO) MCI
(FO) MCI
AT&T
AT&T AT&T
A
T
&
T
A
T
&
T
A
T
&T
A
T
&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
P
N
G
n
OFF 26.97' RT
-L- Sta. 12+08.08
OFF 77.68' RT
-L- Sta. 22+37.65
-BL-102
OFF 77.68' RT
-L- Sta. 22+37.65
-BY1-133
BIRCH CREEK ROAD (SR 2826)
MCLEANSVILLE ROAD
(SR 2819)
(S
R 2930)
BET
HEL C
H
U
R
C
H
R
O
A
D
22.5' BST
20.5' BST
22' BST
2 4 ' B S T
2 S F D
GRASS
GRASS
GRASS
1 1/2 S F D
ROCK WALK
1 S BK D
BK RET WALL
GRASS
GRASS
WOODS
SHED
WOODS
GRASS
WOODS
G
MTL
1SFD
WOODS
OVERFLOW PIPE
POND
PASTURE
1 S F D
GAR
FALLOW
AT&T
GRASS
PARKING
SOIL & GR
1 S F D
GAR
ROCK WALL
ROCK PLANTER
CONC
GRASS
GRASS
26.23'
WOODS
1SFBUS
GRASS
PARKING
SOIL & GR
G
R
D
R
11' S
OIL
&
WILLIE FOUST
DB 3545 PG 882
N
A
D
8 3
N
SRS 2 0 0 7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
C
C
C
C
C
F
F
C
C
F
F
F
F
F
F
C
C
C
C
F
C
C
F F
F
F
C F
F
F
F
F
FC
C
C
F
C
C
C
C
C
F
C
C
C
C
Slope
Ditch
Front
Outlet
Pipe or Ditch
Scour Hole (PSH)
Square Preformed
D
PSRM
MIN. 1' TUCK
WITH NATURAL GROUND
INSTALL LEVEL AND FLUSH
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
Slope
Ditch
Front
Slope
Ditch
Front
-L- S
T
A
2
3
+
0
0
MAT
C
H
LIN
E
S
E
E
S
H
E
E
T
4
-L-
-
Y
2-
-Y2- STA 19+00
MATCHLINE SEE SHEET 6
PAVEMENT REMOVAL
-L- McLeansville Rd.
-
Y
2-
Freid
e
n
C
h
urc
h
R
d.
PI Sta 21+31.42
D
L = 1,488.91'
T = 838.14'
R = 1,300.00'
-L-
SE = 6%
DS = 50MPH
END BRIDGE
END APPROACH SLAB
BEGIN BRIDGE
BEGIN APPROACH SLAB
3
5
'

4
"
SKETCH SHOWING THE RELATIONSHIP OF THE BRIDGE TO THE PAVEMENT
12
'
12
'
12
'
12
'
TYPE-III
TYPE-III
TYPE-III
TYPE-III
12
'
12
'
-L-
2
5
+
0
0
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD
ROAD
FRIEDEN CHURCH
McLEANSVILLE RD
ROAD
FRIEDEN CHURCH
6600 4700
1700
1400
200
3001000
1400
2000
7100
3100
10000
500
4002500
1300
TRAFFIC DIAGRAM
McLEANSVILLE RD AT FRIEDEN CHURCH RD
2
2
'
-L- McLeansville Rd.
18'(
4
'

M
I
N
.)
V
A
R
.
(
4
'

M
I
N
.)
V
A
R
.
TRACK
FUTURE
TRACK
FUTURE-L- Sta. 23+57.01+/-
-L- Sta. 23+74.48+/--L- Sta. 25+23.73+/-
-L- Sta. 25+37.93+/-
END BRIDGE
-L- Sta. 25+23.73+/-
END APPROACH SLAB
-L- Sta. 25+37.93+/-
BEGIN BRIDGE
-L- Sta. 23+74.48+/-
BEGIN APPROACH SLAB
-L- Sta. 23+57.01+/-
MAIN
SIDING
PAVED SHOULDER
CLOSURE DETAILS
SEE SHEET 2-E FOR CROSSING
SEE SHEET 11 FOR -Y2- PROFILE VIEW
NOTE: SEE SHEET 9 FOR -L- PROFILE VIEW
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
5
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
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D
C
N
PI Sta 34+42.71
D
L = 662.61'
T = 331.75'
R = 5,200.00'
2
5
3
0
PC Sta. 31+10.96
3
5
-L--Y2-
PI Sta 12+24.08
D
L = 378.47'
T = 189.86'
R = 1,900.00'
PI Sta 17+20.93
D
L = 185.49'
T = 93.16'
R = 800.00'
15
12'
12'
12'
12'
12'
12'
1
2'
1
2'1
2'
12'12'1
2'
+
7
8
.6
0
+
3
5
.4
0
+0.00
-Y2- Sta. 16+95.02
-L- Sta. 30+42.72 =
2
5
0'
U
NI
F
O
R
M
T
A
P
E
R
300' UNIFORM TAPER
TAPER
UNIFORM
300
' -L- Sta. 36+50.00
0
6
0
5
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
2
0
3
0
1
0
0
0
1
0
2
0
3
0
3
0
2
E
X
0
10
00
10
2
EX
0003
04 01
02
03
04
04
03
02
01
00
01
02
03 027
02
01
00
01
02
02
029 027
01
00
01
02
TYP
24'
+
2
0
.0
0
TYP
24'
+
3
8
.9
9
+
0
6
.0
0
TYP
24'
+21.00
T
Y
P
2
1'
T
Y
P
2
1'
+13.49
T
Y
P
2
1'+70.55
T
Y
P
2
1'
+19.41
-
Y
2-
10:1 TAPER
15
:1 TAPER
15
:1
TAPER
15:
1
TAP
ER
+77.50
END TAPER
END TAPER
+72.66
+55.08
BEGIN TAPER
GRAU 350
END PROJECT P-5204
12'
12'
4'
4'
4'
BEGIN CONSTRUCTION
-Y2- Sta. 12+00.00
12'12'
OBLITERATE
OBLITERATE
DS = 50MPH DS = 40MPH
SE = 4%SE = 3%
DS = 40MPH
SE = 6%
R=50'
R=50'
R=50'
R=50'
15:1 TAPER
15:1 TAPER
END TAPER
+55.61
END TAPER
+14.64
CAT1
TYPE
III
TYPE
III
T
Y
P
E
III
T
Y
P
E

III
-
L
-

P
T

S
t
a
. 2
7
+
8
2
.19
-Y2- PC Sta. 16+27.77
-Y2- PT Sta. 14+12.69
-Y2- POT Sta. 10+00.00
-Y2- PC Sta. 10+34.22
TIE TO MAIN TRACK
-L- Sta. 24+59.04+/-
8'
8'
4'
-Y2- PT Sta. 18+13.26
10
11
12 13
14
15
16
17
16
19
97.32 LT
+10.00
64.00 LT
+17.00
68.21 RT
+49.00
53.00 LT
+40.00
49.70 LT
+20.03
29.87 RT
+50.12
43.00 RT
+50.21
50.00 RT
+41.00
49.62 RT
+98.00 50.00 LT
+89.00
46.00 LT
+35.00
34.00 LT
+00.00
25.37 LT
+00.00
24.62 RT
+29.00
60.76 LT
+06.68
141.00 LT
+75.00
118.00 LT
+19.00 68.87 LT
+32.07
76.47 LT
88.00 LT
+36.50 72.28 LT
88.00 LT
+63.50
54.00 LT
+65.00
62.00 LT
+52.00
40.00 RT
+50.00
40.00 RT
+56.00
SEAL EXISTING WELL
NO ACCESS TO BE PROVIDED
134.44 RT
+19.26
274.77 RT
+35.76
285.90 RT
+23.09
114.16 RT
+53.45
149.84 RT
+71.72
163.03 RT
+78.10
92.15 RT
+66.34
93.57 RT
+05.92
65.58 LT
+29.91
60.12 LT
+25.13
68.87 LT
+32.0763.31 LT
+78.55
62.17 LT
+45.04
51.60 LT
+38.37
50.65 RT
+60.80
66.00 LT
+87.70
25.35 LT
+78.83
48.13 LT
+98.93
58.52 LT
+96.24
55.98 LT
+86.85
64.55 LT
74.98 LT
+84.94
64.13 LT
75.51 LT
+95.07
53.00 LT
+95.00
70.59 LT
+42.15
69.83 LT
+52.00
59.87 LT
+51.24
48.45 RT
+46.11
65.83 RT
+66.92
58.17 RT
+73.43
47.80 RT
+60.97
40.17 RT
+22.41
97.11 LT
+58.37
0504
0505
15"
15"
0506
0507
18"
0508 0509
15"15
"
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 18+00 TO -Y2- STA. 22+50 (LT)
FROM -L- STA. 33+00 TO -L- STA. 34+00 (LT)
DETAIL J
Min. D= 1.0 Ft.
Ground
Natural
EST 9 SY FF
CLASS B RIP RAP
EST 4 TONS
15"
0511
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL J
SPECIAL CUT DITCH
SEE DETAIL J
SPECIAL CUT DITCH
0501
0502
0503
0510
EST 20 SY FF
CLASS B RIP RAP
EST 7 TONS
2GI
ELB
RETAIN
R
E
T
A
I
N
RETAIN
REMOVE
REMOVE
R
E
M
O
V
E
R
E
M
O
V
E
E
S
T
4
7
S
Y
F
F
C
L
A
S
S
B
RI
P
R
A
P
E
S
T
4
2
T
O
N
S
SBG
R
EM
O
V
E
FLOWABLE MAT'L
FILL WITH
15
"
15" PIPE ELBOW
AA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
Permanent Soil Reinforcement
matting (PSRM)
Seed with native
grasses at installation.
PREFORMED SCOUR HOLE
STA. 28+50 -L- LT
*NOT TO SCALE
B
FI
L
L
S
L
O
P
E
2:1
2:
1
PIPE (d = 15")
INFLOW
3/08
W= 4.0'
D= 1.0'
B= 3.0'
not shown for clarity)
(Rip Rap in basin
GROUND
NATURAL
EST 8 SY FF
CLASS B RIP RAP
EST 3.5 TONS
SCOUR HOLE
6:1
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 33+50 TO -L- STA. 36+00 (LT)
DETAIL K
Min. D= 1.0 Ft.
Ground
NaturalCOLLAR
PIPE
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 12+50 TO -Y2- STA. 15+50 (LT)
DETAIL H
Min. D= 1.0 Ft.
Ground
Natural
DI
SEE DETAIL K
SPECIAL CUT DITCH
v
v
v
v v
v v
PB 4 PG 174
PB 4 PG 174
ROBERT STONE
DB 3804 PG 149
GAIL MOSELEY
DB 6394 PG 550
E
IP
E
IP
E
IP
15
0
.18'
200.00'
15
6
.7
4'
E
XI
S
TI
N
G
R
R
R/
W
E
XIS
TI
N
G
R
R
R/
W
17
8
.9
1'
6
0
.0
0
'
BM#1 ELEVATION = 748.09'
N 858256 E 1805739
RR SPIKE IN BASE OF POWER POLE
TT
6
0
" C
O
N
C
S
24" CONC
G
R
S
S
WI
T
C
H
S
2
9
MI
L
E
M
A
R
K
E
R
#
8
S
Y4807F-1
-BY3-140
1.5
' CONC C & G
15" RCP
65
W
B
L
K
W
W
D
S
S
O
I
L
&
G
R

D
R
58
15" RCP
57
15" RCP
15"
R
C
P
PAVED DR
PAVE
D PARKING
5' P
A
VE
D
W
AL
K
M
ULC
H PL
A
NTER
M
ULC
H PL
A
NTER
M
ULC
H PL
A
NTER
M
ULC
H PL
A
NTER
4' CONC WALK
PAVED DR
4' CONC
WALK 6' CHL
11' SOIL & GR DR
15' SOIL & GR DR
12" C
MP
GRASS
12' SOIL & GR DR
12' SOIL & GR DR (C
O
M
M
U
NIT
Y
CE
NTER)
1 S
B
K BL
D
G
WOODS
CONC
C
O
N
C
GRASS
GR
ASS
G
R
A
VEL P
A
R
KIN
G
8"
P
V
C
C
O
N
C
C
O
N
C
G
E
N
E
R
A
T
O
R
C
O
N
C
W/
4'
C
O
N
C
W
A
L
KC
O
N
C
S
H
E
D
P
A
V
E
D
P
A
R
KI
N
G
W/
A/
G
F
U
E
L
T
A
N
K
C
O
N
C
P
A
D
G
U
A
R
D
P
O
S
T
M
T
L
10
8
6'
C
H
L
W/
3
S
B
W
U/
G
S
OI
L
C
O
N
T
A
MI
N
A
TI
O
N
S
A
M
P
L
E
W
E
L
L
S
F
O
R
U/
G
S
OI
L
C
O
N
T
A
MI
N
A
TI
O
N
S
A
M
P
L
E
W
E
L
L
S
F
O
R
U/
G
H
E
A
TI
N
G
OI
L
T
A
N
K
S
P
O
U
T
M
T
L
S
W
3'
W
D
WD FIREHOSE RACK
10
6
W/
L
T
10
7
L
T
P
O
L
E
A
B
A
N
D
101W/
L
T
71
G
R
A
S
S
WOODS
PASTURE
4'
4
S
B
W
7
0
W
GRASS
1
5
"
R
C
P
11' SOIL & GR DR
6
8
W/
L
T
M
T
L
L
T
P
A
V
E
D
D
R
PAVED DR
6
7
FO BOX
BLDG PERMIT BOX
P
V
C

S
5
6
5
5
F
A
L
L
O
W
69
1
5
"
R
C
P
DECK
WD CONC
PAVED DR
CONC WALK
PAVED PARKING
C
O
N
C
GRASS
SOIL & GR PARKING
51
50
15" RCP
10"
T
C
15
"

R
C
P
15" RCP
DI
BL STATION 18+71.76 74.17' LEFT
W
18
"
R
C
P
S
H
E
D
P
R
5
P
R
15
P
R
17
T
N7
T
N
6
N 23°33'16" W61.85'
JOHN CLAPP JR.
GUILFORD COUNTY BOARD OF EDUCATION
DB 1521 PG 285
DB 4503 PG 1972
DB 5096 PG 1862
DB 1187 PG 586
COMMUNITY BUILDING
MCLEANSVILLE
N 44°31'46" E
100.00'
PAUL BOONE JR.
DB 7328 PG 123
DB 3229 PG 671
DB 7377 PG 691
DB 4526 PG 1990
CHARLES TERRY
DEBORAH HINES
DB 7130 PG 1585
S
5
5
°
5
1'
1
8
"
W
2
5
7.
5
8'
S 71°45'08" W122.46'
DEPARTMENT
MCLEANSVILLE FIRE
PAUL BOONE JR.
DB 7328 PG 123
DB 2646 PG 456
MCLEANSVILLE SHOPPING CENTER CORP
N

8
7
°4
6
'5
4
" W
3
0
7
.2
3
'
N 50°38'14" W192.99'
N 50°38'14" W190.89'
N 25°46'27" W
232.66'
S 38°16'02" E128.35'
S 45°00'59" E240.21'
S 45°22'41" E226.33'
N
4
8°5
5'5
4"
E
10
4.2
0'
N
5
5
°
3
3'
4
1"
E
5
9.
8
9'
S
4
9°4
8'3
0"
W
9
0.6
4'
S
5
4
°
1
7'
5
0
"
W
7
5.
2
2'
N
5
1°
5
2'
4
3
"
E
15
5.
3
9'
S 45°10'50" E
EIPEIP
N 51°52'43" E4.43'
EIP
EIP
EIP
EIP
E
I
P
EI
P
EI
P
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
MONCORRIDORNCRR
MONCORRIDORNCRR
RAILROAD COMPANY
NORTH CAROLINA
DB 65 PG 351
RAILROAD COMPANYNORTH CAROLINA
DB 65 PG 351
7
5
.
0
0
'
6
0
.
0
0
'
50.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
DI
DIDI
L
T
L
T
E
N
D

B
U
R
R
IE
D
L
T
B
A
R
N
18
" C
MP
1 S

F

D
B
O
X
WA
T
E
R
2
4
" C
O
N
C
S
IG
R
/
R
S
IG
R
/
R
10
'

G
R

D
R
2
2
' B
S
T
C
ON
C
C
A
N
M
T
L
TIES INC.
WILLIAMS FAMILY
N
O
R
F
O
L
K
S
O
U
T
H
E
R
N/
N
C
R
R
R
R
-BY1-101
-Y1- Sta. 11+97.83
-L- Sta. 24+76.26
-L- Sta. 30+81.11
TT
1
3
4
64
66
103
102
72
7
0
5
5
bb
d
c
n
a
I
a
IHb
I
H
b
a
a
IH
b
a
I
aIc
b
|
HH
H
H
HH
b
T
P
E
-
ME
T
E
R
4
"
P
N
G
4
"

P
N
G
4" PNG
4" PNG
P
N
G D
U
K
E

E
N
E
R
G
Y
T
WC
T
W
C
(FO) MCI
(FO) MCI
(FO) MCI
A
T
&
T
A
T
&
T
AT&T
AT&T
AT&T
A
T
&
T
AT&T
A
T
&
T
A
T
&
T
A
T
&
T
A
T
&
T
AT&T
4"
BLOW OFF
RUNNING TO SMH ACROSS STREET
CATV STRUCTURE WITH 4" PVC DRAIN
NOTE: 2" BLOW OFF CONTAINED IN
8
"
C
O
G
8"
C
O
G
A
T
&
T (
A
A
T
U
R)
A
T
&
T
A
T
&
TA
T
&
T
A
T
&
T
A
T
&
TA
T
&
T
4"
P
N
G
4" PNG
4" P
N
G
PNG
PNG
PN
G
PNG
PNG
N
S
RR
N
S
R
R
}
B
O
X
S
IG
N
A
L
R
R
P
E
-M
E
T
E
R
A
T
&
T
(FO) MCI
(FO) MCI
(F
O
) M
C
I
A
T
&
T A
T
&
T
A
T
&
T
AT&T
4
"
PNG
S
I
G
N
A
L
R
R
S
IG
N
A
L
R
R
S
IG
N
A
L
R
R
PNG
(
A
A
T
U
R)
(
A
A
T
U
R)
(
A
A
T
U
R)
(
A
AT
UR)
8" (VC PER RECORD) COG
8" OUT (S) = 752.1'
8" IN (E) = 752.2'
8" IN (N) = 752.1'
RIM ELEV. = 761.53'
SAN. MANHOLE 4-2
8
"

C
O
G
(
V
C

P
E
R

R
E
C
O
R
D
)
8" (VC PER RECORD) COG
8" OUT (S) = 750.0'
8" IN (N) = 750.1'
RIM ELEV. = 760.55'
SAN. MANHOLE 4-4
8" (VC PER RECORD)
8" OUT (SW) = 749.0'
8" IN (SE) = 756.7'
8" IN (NE) = 749.2'
RIM ELEV. = 762.40'
SAN. MANHOLE 3-1
d
8" (
V
C
P
E
R
R
E
C
O
R
D)
C
O
G
8" OUT (SW) = 746.4'
8" IN (NE) = 746.4'
RIM ELEV. = 758.07'
SAN. MANHOLE 3-2
MANHOLE INACCESIBLE
SANITARY SEWER
8" (V
C PE
R
RE
C
O
R
D) C
O
G
8" OUT (S
W) = 744.6'
8" IN (NE) = 744.7'RI
M ELEV. = 755.55'
SAN.
MANHOLE 3-3
OFF 17.38' LT
OFF 76.94' RT
OFF 33.54' LT
MCLEANSVILLE ROAD (SR 2819)
MCLEANSVILLE ROAD (SR 2819)24' BST
F
RIE
D
E
N
C
H
U
R
C
H
R
D 18' BS
T
22' BST
1
S

B
K
B
U
S
WOODS
GRASS
WAREHOUSE
1 S MTL
WD LOADING DOCK 1 S BK BUS WELL
MH
1 S BK BUS
WELL
AT&T
WOODS
PAVED PARKING
PAVED DR
AT&T
AT&T MON
CONC
RIP RAP
TREE LINE
GRASSTREE LINE
WOODS
WD DECK
GRASS
PIPING FOUND
NO ASSOCIATED
GM
1 S BLK BUS
BLK W
CONC PARKING
PAVED PARKING
1 S BK FIRESTATION
22' PAVED DR
BL MARQUEE
FLAG POLE
8" PVC
GRASS
GRASS
1SFD
GRASS
GRASS
MTL S
W/ LT
AT&T GRASS
15" RCP
PARKING
PAVED
GRASS
CONC
CONCCONC
1 S F D
1 S F D
1 1/2 S F D
GAR
DB 4826 PG 979
JOHN PAUL JONES
WD POST
1 S BK SCHOOL
TANK SPOUT
AROUND U/G OIL
MTL GUARD POST
(S
R 2746)
FIRESTATION ENTRANCE.
CASING PIPE UNDER
140' OF 24" STEEL
CANOPY
W/
WD SIGN
NAD
8
3
N
SRS
2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F
F
F
F
F
C
C F
C
C
C
C
C
F
F
C
C
C
F
C
F
C
C
C
C
C
F
F
C
C
F
F
Slope
Ditch
Front
-Y2-
-
Y
2
-

S
T
A

1
9
+
0
0
M
A
T
C
H
L
I
N
E

S
E
E

S
H
E
E
T

5
NOTE: SEE SHEET 11 FOR -Y2- PROFILE VIEW
PAVEMENT REMOVAL
-Y2- Freiden Church Rd.
2
2
'
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
C
N
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
6
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
-Y2-
2
0 2
5
12'
12'
12'
+
7
5
.3
0
250' UNIFORM TAPER
0
2
0
3
0
4
0
2
0
3
E
X
TYP
21'
+
3
7
.0
0
12'
12'
END CONSTRUCTION
-Y2- Sta. 23+00.00
-
Y2
-

P
O
T

S
t
a
. 2
6
+
9
3
.5
9
20'15'
19
29.38 LT
+00.00
46.09 RT
+00.00
54.00 RT
+50.00
46.68 RT
+00.00 45.83 LT
+12.00
65.00 LT
+12.00
70.00 LT
+05.00
45.61 LT
+05.00
15
65.47 LT
75.03 LT
+41.34
65.17 LT
75.32 LT
+53.93
29.94 LT
37.27 LT
+36.25
32
54.00 RT
+50.00
50.00 LT
+00.00
4
8
.4
5

RT
+
4
6
.11
5
8
.17

RT
+
7
3
.4
3
4
7
.8
0

RT
+
6
0
.9
7
56.77 LT
+99.14
76.00 LT
+00.00
50.31 LT
+10.82
0602
0603
15"
15"
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 19+50 TO -Y2- STA. 22+50 (RT)
FROM -Y2- STA. 18+00 TO -Y2- STA. 22+50 (LT)
DETAIL L
Min. D= 1 Ft.
Ground
Natural
SEE
D
ETAIL
J
SPEC
IAL C
U
T
D
ITC
H
SEE DETAIL L
SPECIAL CUT DITCH
SEE DETAIL L
SPECIAL CUT DITCH
REMOVE
REMOVE
RETAIN
15"
0601
SEE
D
ETAIL
K
SPEC
IAL C
U
T
D
ITC
H
vv
v
v
v
v
v
v
N

8
5
8
2
5
6

E

18
0
5
7
3
9
R
R

S
P
IK
E

IN

B
A
S
E

O
F

P
O
WE
R

P
O
L
E
WD S
BLK W
WD S
SOIL & GR DR
5
9
CONC
CONC
54
WD SIGN
SOIL & GR DR
10
0
W/ L
T
W/ LT
15" RCP
GRASS
99
GRASS
98
12" RCP
10
'S
OIL & GR
DR
WOODS
FLOWER GARDEN
FALLOW
53
15" CMP15" RCP
SOIL & GR PARKING
52W
12' SOIL & GR DR
18
"

R
C
P
18
"
R
C
P
B
L

S
T
A
T
IO
N

18
+
7
1.7
6

7
4
.17
' L
E
F
T
TN
8
DEBORAH HINES
DB 7130 PG 1585
MCLEANSVILLE SHOPPING CENTER CORP
DB 2646 PG 456
MC
L
E
A
N
S
V
IL
L
E

S
H
O
P
P
IN
G

C
E
N
T
E
R

C
O
R
P
S 65°21'13" W
147.00'
S 65°21'13" W
148.00'
N

2
3
°
3
6
'
0
7
"

W
2
6
5
.
3
8
'
CHRISTOPHER WALSH
DB 6982 PG 1198
EIP
EIP
EIP
N

2
4
°
5
7
'
5
9
"

W
2
7
2
.
5
2
'
EXISTING R/W
EXISTING R/W
MCLEANSVILLE CORPORATION
DB 1940 PG 681
TO GIBSONVILLE
1
S
B
K
B
U
S
LT LT
LT LT
M
TL
S
S
W/
LT
PO
W
ER
B
O
X
G
R
A
SS
LT
LT
P
O
WE
R

B
O
X
54 99 98
bb
}
n
n
n
n
b
|bb
|
b
4" PNG 4" PNG
P
N
G
P
N
G
P
N
G
P
N
G P
N
G
PNG
DUKE ENERGY
DUKE ENERGY
T
WC
T
W
C
TWC
AT&T
AT&T
A
T
&
T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
8
" O
U
T

(S
) =

7
5
2
.1'
8
" IN

(E
) =

7
5
2
.2
'
8
" IN

(N
) =
7
5
2
.1'
R
IM
E
L
E
V
. =
7
6
1.5
3
'
S
A
N
. MA
NHO
L
E

4
-
2
(VC
PER
RECORD)
8" (VC
PER RECORD) COG
8
" O
U
T

(S
) =

7
5
0
.0
'
8
" IN

(N
) =

7
5
0
.1'
R
IM
E
L
E
V
. =

7
6
0
.5
5
'
S
A
N
. MA
N
H
O
L
E

4
-
4
FRIEDEN CHURCH RD 22' BST
PAVED PARKING
PAVED PARKING
40' PAVED DR
1 S BK BUS
1 S BK BUS
WOODS CULTIVATED
WOODS
GRASS
GRASS
(SR 2746)
8" OUT (SW) = 752.9'
8" IN (E) = 753.0'
RIM ELEV. = 761.13'
SAN. MANHOLE 4-3
UNDER DUMPSTER - INACCESIBLE
SANITARY SEWER MANHOLE
APPROXIMATE LOCATION OF
N
AD
8
3
N
S
RS
2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
C
C
C
C
C
C
F
F
Geotextile
Slope
Ditch
Front
Slope
Ditch
Front
Slope
Ditch
Front
Slope
Fill
TO BYPASS CONVEYANCE
DRAWDOWN SYSTEM OUTLET
CONCRETE MASONRY UNIT)
WEIR AND ENDWALL (OR 8"
6" REINFORCED CONCRETE
(SEE NOTE 8)
4" CONCRETE TROUGH
SYSTEM
OPTIONAL DRAWDOWN
CONCRETE FOOTER
6" REINFORCED
NATURAL GROUND
CONCRETE MASONRY UNIT)
WEIR AND ENDWALL (OR 8"
6" REINFORCED CONCRETE
IN ON ALL SIDES
(PSRM). MIN. 1ft KEY
REINFORCED MAT
PERMANENT SOIL
TOP OF LEVEL SPREADER WEIR
4"
END WALL
Slope
Ditch
Front
-Y
1-
-
Y
1
-

S
T
A

1
3
+
0
0
M
A
T
C
H
L
I
N
E

S
E
E

S
H
E
E
T

4
SEE SHEET 11 FOR -Y3- PROFILE VIEW
NOTE: SEE SHEET 10 FOR -Y1- PROFILE VIEW
PAVEMENT REMOVAL
-
Y
1-
B
et
hel
C
hur
ch
R
d.
-Y3- Hines Andrews Rd.
26'
18
'
2012 BUILD ADT
2035 BUILD ADT
ROAD
BETHEL CHURCH
ROAD
BETHEL CHURCH
100*
2400
2400
100*
100*
2300
4400
100*
4400
100*
100*
4300
TRAFFIC DIAGRAM
HINES ANDREWS RD AT BETHEL CHURCH RD
ROAD
HINES ANDREWS
ESTIMATED USING ITE TRIP GENERATION MANUAL
* TRAFFIC VOLUME NOT IN NCDOT FORECAST.
DRAIN
GRADE TO
PAVED SHOULDER
D
C
N
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
7
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
-
Y
3
-

S
T
A

1
5
+
5
0
S
E
E

S
H
E
E
T

8
A
M
A
T
C
H
L
I
N
E
MATCHLINE SEE SHEET 8
PI Sta 21+40.90
D
L = 784.32'
T = 459.54'
R = 600.00'
15
20
25
PI Sta 11+57.98
D
L = 290.83'
T = 157.98'
R = 300.00'
-Y1-
-Y3-
-Y
1-
-Y3-
12'12'
9'9'
12'
12'
-Y3- PC Sta. 10+00.00
-Y1- Sta. 20+15.96
E
X
0
3
0
4
0
50
6
060504
03
046054
05
04
03
02
01
00
01
02
03
04
05
06
E X
0
6
0
5
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
2
0
1
0
0
0
1
+
7
0
.6
4
TYP
21'
+
3
8
.5
7
TYP
21'
+14.43
T
Y
P
2
1'
+9.27TYP19'
+
7
7
.
5
0 TYP
19'
GRAU 350
GRAU 350
GRAU 350
5
:1
TAPER
15:1 TAPER
+62.58
+52.69
END TAPER
END TAPER
-Y3- STA 12+93.29
OBLITERATE
SE = 6%
DS = 40MPH
SE = 6%
DS = 40MPH
T
A
P
E
R
S
H
L
D
2
5'
R=50'
R=50'
BEGIN RESURFACING
END FULL DEPTH CONSTRUCTION
-Y3- STA 13+80.00
END CONSTRUCTION
R=50'
-Y5- POT Sta. 12+31.08
-Y5- PT Sta. 10+95.58
-Y3- POT Sta. 13+97.27
-Y3- PT Sta. 12+90.83
-Y1- PT Sta. 24+65.68
-Y1- POT Sta. 26+87.43
END CONSTRUCTION
8'
8'
2'2'-Y1- PC Sta. 16+81.37
+28.64
BEGIN SBG
THEODORE ANDERSON
PB 73 PG 316
ANNIE BROWN
DB 686 PG 203
200.00'
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
B
E
T
H
E
L

C
H
U
R
C
H

R
O
A
D

(
S
R

2
9
3
0
)
HINES ANDREWS ROAD (SR 2858)
EIP
206.03'
220.04'
60.00'
T
T
T
S
1819
20
21
23
46
4
S
B
W
7
5
7
6
8
0
GRASS
GRASS
WOODS
W
D

H
W
12" C
MPO
VERFL
O
W PIPE
3SBW
3
S
B
W
3SBW
C
O
N
C

W
A
L
K
CONC
C
O
N
C

W
A
L
K
11' SOIL & GR DR
B
K

H
W
B
K

H
W
1
2
"

R
C
P
6
'

C
H
L
C
O
N
C
W
A
L
K
W
D

D
E
C
K
DOG LOT
12
"

R
C
P
W
D

H
W
W
D

H
W
S

0
1°
0
2
'
0
1"

W
2
5
2
.
2
1'
S

0
4
°
2
2
'
3
1"

W
7
5
8
.
4
4
'
N

0
1°
5
9
'
5
6
"

E
9
8
.
14
'
13
0
.
9
6
'
N 88°28'04" W
239.00'
S 88°28'22" E
234.72'
S 87°02'57" E
223.41'
S 88°30'44" E
223.30'S

8
8
°
3
0
'
4
4
"

E
3
.
9
5
'
S

8
7
°
0
2
'
5
7
"

E
3
.
6
9
'
CLARA COBB REVOCABLE LIVING TRUST
DB 5675 PG 1995
DB 3056 PG 944
STEVEN COBB
S 88°32'46" E
472.90'
E
I
P
E
I
P
E
I
P
E
I
P
DB 6862 PG 262
E
I
P
S
E
ART
H
DAM
DB 2397 PG 648
NORTH JEFFERSON, INC.
REVOCABLE LIVING TRUST
TRUSTEES OFSUSAN C COBB
RALPH AND SUSAN COBB
1 S BK D
(ABAND)1 S F D
B
S
T
T
21
7
5
7
6
7
7
b
b
b
A
T
&
T
A
T
&
T
AT&T
A
T
&
T

(
A
A
T
U
R
)
A
T
&
T

(
A
A
T
U
R
)
A
T
&
T

(
A
A
T
U
R
)
A
T
&
T
(
S
R
2
9
3
0
)
R
O
A
D
B
E
T
H
E
L
C
H
U
R
C
H
OFF -17.00
-Y1- Sta. 26+52.27
-BY2-136
OFF -19.16
-Y3- Sta. 10+60.38
-BY2-123
18' BST
DB 7085 PG 1236
MELINDA COLEMAN
ANNIE BROWN
DB 686 PG 203
ANNIE BROWN
DB 686 PG 203
DB 5675 PG 1995
REVOCABLE LIVING TRUST
CLARA COBB
GRASS
GRASS
POND
PVC PIPE
WOODS
GRASS
WOODS
1 S BK D
GRASS
LID
TANK
SEPTIC
BLK W
GAR
BARN
GRASS
WOODS
DB 7085 PG 1236
MELINDA COLEMAN
24' BST
WILLIE FOUST
DB 3545 PG 882
0701
0702
0703
24"
1
8"
1
8
"
1
8
"
0704
0705
SEE DETAIL N
SLOPE PROTECTION
( Not to Scale)
TOE PROTECTION
d
FROM -Y1- STA. 14+75 TO STA. 17+27
Fill Slope2:1 or Flatter
Fill
Sl
o
p
e
2:
1
or
Flatter
DETAIL N
d= 2.0 Ft.
Type of Liner= CLASS B Rip-Rap
EST 10 SY FF
CLASS B RIP RAP
EST 3 TONS
Flatter4:1 or
D
1
2:
1
( Not to Scale)
SPECIAL CUT DITCH
-Y1- STA. 24+00 (LT)
DETAIL R
Min. D= 1.0 Ft.
Ground
Natural
Flatter4:1 or
D
4:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y1- STA. 24+50 TO -Y1- STA. 26+50 (LT)
DETAIL S
Min. D= 1.0 Ft.
Ground
Natural
EST 40 SY FF
CLASS B RIP RAP
EST 30 TONS
SEE DETAIL O
SPECIAL CUT DITCH
SEE DETAIL O
SPECIAL CUT DITCH
SEE DETAIL O
SPECIAL CUT DITCH
SEE DETAIL P
LATERAL 'V' DITCH
SEE DETAIL P
LATERAL 'V' DITCH
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y1- STA. 18+50 TO -Y1- STA. 20+63 (RT)
FROM -Y1- STA. 20+61 TO -Y1- STA. 21+00 (LT)
DETAIL Q
Min. D= 1.0 Ft.
Ground
Natural
SEE DETAIL Q
SPECIAL CUT DITCH
SEE DETAIL R
SPECIAL CUT DITCH
SEE DETAIL S
SPECIAL CUT DITCH
R
E
M
O
V
E
R
E
M
O
V
E
0706
0708
4
2
"
-
I
V
EST 130 SY FF
CLASS B RIP RAP
EST 125 TONS
2GI
2GI 2GI
MH
EST 75 SY FF
CLASS B RIP RAP
EST 72 TONS
LEVEL SPREADER FOREBAY
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -Y1- STA. 20+63 TO -Y1- STA. 22+00 (RT)
FROM -Y1- STA. 21+26 TO -Y1- STA. 23+67 (LT)
b= 5.0 Ft.
Min. D= 2.0 Ft.
DETAIL P
Ground
Natural
SEE DETAIL M
LEVEL SPREADER
EST 36 SY FF
CLASS B RIP RAP
EST 25 TONS
GRADE TO DRAIN
0709
0710
*NOT TO SCALE
DETAIL M
FROM STA. 17+70 TO STA. 19+00 -Y1- RT
TB
TB
B
U
F
F
E
R

Z
O
N
E

1
S
TR
E
A
M
20'30'
A A
B
B
1.0'
B
U
F
F
E
R

Z
O
N
E

2
3' min
8"
(
1
3
'

M
IN
.
)
L
(3
'

M
IN
.
)

B
2
FLOW
(3' MIN.)
1.0' MIN.
1' MIN.
3' MIN.
Z
O
N
E

2
B
U
F
F
E
R
INSET
1.0'
8"
4"
18"
(see note 3) 4:1*
D
(
1'

M
IN
.
)
B1 (3' MIN.)
(NOT SHOWN)
RECOMMENDED
OPTIONAL FOREBAY
17+50 -Y1- RT
-
-
-
-
-
-
130
-
-
-
-
-
--
-
-
-
-
-
1.0 3.0
-
-
-
-
-
-
-
-
-
-
-
-
-
728.0
-
-
-
-
-
-
CONFIGURATION
STRUCTURE AND INLET
SEE PLANS FOR BYPASS
GROUND
NATURAL
6" REINFORCED CONCRETE FOOTER
L D B1 B2LOCATION (APPROX.)
WIER ELEV.
DIMENSIONS
FIELD CONDITIONS. DIMENSIONS SHOULD NOT VARY.
NOTE: WEIR ELEVETIONS MAY BE ADJUSTED BASED ON ACTUAL
6" REINFORCED CONCRETE FOOTER
TROUGH
SECTION-BB
SECTION-AA
w/VEGETATED TROUGH
LEVEL SPREADER
PLAN

8) FOR THE FOOTING ITSELF THE REINFORCING SHALL BE 2 #5 BARS @ 12" CENTERS.
THE LENGTH OF THE WALL SHALL BE BENT AND EXTENDED INTO THE WALLS BY 1'-4" TYPICAL.
7) AT THE CORNERS OF THE CONNECTING WALL STEMS, THE #4 @ 12" CENTER REBARS ALONG
ALTERNATING PATTERN.
6) THE BENT REBAR AT THE ENDS OF THE #4 @ 18" BARS SHALL BE PLACED IN A
STEM AND #4 BARS @18" CENTERS FOR THE HEIGHT OF THE WALL
5) THE REINFORCING SHALL BE #4 BARS @ 12" CENTERS ALONG THE LENGTH OF THE WALL
BASED ON SITE CONDITIONS.
4) OPTIONAL DRAWDOWN SYSTEM TO BE DESIGNED AND DETAILED BY ENGINEER
IN COASTAL PLAIN.
A SLOPE OF 2:1 OR FLATTER IN PEIDMONT AND MOUNTAINS AND 3:1 OR FLATTER
3) TROUGH SHOULD TRANSISTION SMOOTHLY INTO EXISTING GROUND AND HAVE
2) LENGTH AND FLOW CAPACITY OF LEVEL SPREADER TO BE DETERMINED BY ENGINEER.
VEGETATION COVER.
1) PORTIONS OF THE LEVEL SPREADER TROUGH CAN BE LINED WITH NATIVE OR APPROVED
NOTES:
15
"
15"15"
15
"
SBG
SBG SBG
0707
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y3- STA. 10+48 TO -Y3- STA. 12+00 (RT)
FROM -Y3- STA. 10+32 TO -Y3- STA. 12+00 (LT)
FROM -Y1- STA. 19+00 TO -Y1- STA. 20+00 (LT)
DETAIL O
Min. D= 1.0 Ft.
Ground
Natural
EST 72 SY FF
EST 70 TONS CL B RIP RAP
SEE DETAIL N
SLOPE PROTECTION
20
4
20
20
21
22
23
30.39 LT
+87.43
70.44 LT
+78.57
35.00 LT
+50.26
116.88 RT
+84.49
116.67 RT
+18.55
45.00 LT
+95.00
85.58 RT
+75.73 133.81 RT
+16.91
80.00 LT
+00.00
68.00 LT
+60.00 -Y1-
79.09 RT
+61.67
45.00 RT
+05.00
50.00 RT
+50.00
50.00 RT
+50.00
56.00 LT
+75.00
115.06 LT
+84.00
100.53 RT
+22.00
111.84 RT
+07.47
98.65 RT
+44.50
65.16 RT
+96.86
79.56 RT
+12.32
56.26 RT
+20.02
171.07 RT
+69.05
168.77 RT
+43.00
66.87 RT
+17.39
66.93 RT
+85.09
4
PL
+30.00
PL
+71.48
105.00 RT
+00.00
100.00 RT
+10.00
PL+67.78-Y1-
45.00 RT
+00.00
30.00 LT
48.80 LT
+99.90
30.00 LT
48.80 LT
+09.90
46.73 RT
+35.78
34.13 RT
30.00 RT
+05.00
29
3031
80.00 RT
+60.00
29.61 RT
+87.43
77.71 RT
+75.73
71.72 RT
+16.91
362.73 RT
+97.95
355.12 RT
+70.63
200.39 RT
+64.61
92.09 LT
+69.27
96.04 LT
+43.12
98.05 LT
+80.11
72.76 LT
+04.18
101.29 LT
+72.00
89.06 LT
+80.86
88.33 RT
+85.32 51.04 RT
+08.18
68.47 LT
80.00 LT
+75.00
81.00 RT
+16.91
N
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[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F
F
C
C
C
C
F
C
F
C
F
C
C
C
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F
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$
$
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
MATCHLINE SEE SHEET 7
NOTE:SEE SHEET 13 FOR -SR1- PROFILE VIEW
P
I

S
t
a
.

19
+
7
1.
6
2
PC Sta. 10+13.70
POT Sta. 10+00.00
PI Sta 10+30.25
L = 31.96'
T = 16.55'
R = 50.00'
D
-SR1-
PT Sta. 10+45.66
2
0
'
40'
R=10'
9'9'
R=15'
R=30'
Sta. 10+15.39
BEGIN CONSTRUCTION
-
S
R
1
-
POT Sta. 12+59.33
Sta. 12+49.33
END CONSTRUCTION
R/R IRON
EIP AXLE
20' UTILITY EASEMENT
158.73'
151.27'
JOHN BOODY, JR.
DB 6900 PG 796
PB 73 PG 316
HARRY BOODY
DB 3118 PG 788
PB 73 PG 316
5
6
.
2
2
'
EIP
EIP
EIP
EIP 219.99'
2
0
9
.
9
4
'
EIP
EUGENE BROWN
DB 2450 PG 34
J. E. BROWN
DB 2064 PG 152
ANNIE BROWN
DB 686 PG 203
ANNIE BROWN
DB 4044 PG 311
EIP
EIP
EIP
EIP
ANGLE IRON
EIP
DB 4335 PG 881
SIDNEY HARRELL
PB 4 PG 174
DB 3172 PG 216
CATHY JUSTICE
PB 4 PG 174
DB 3172 PG 216
CATHY JUSTICE
PB 4 PG 174
DB 3680 PG 1352
JERRY KING
P
B 4 P
G 174
172.36'130.00'
4
8
5
.
7
7
'
6
3
3
.
7
6
'
5.09'
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
2
3
1.
9
4
'
18
3
.
0
6
'
18
4
.
9
4
'
4
2
0
.
9
5
'
17
5
.
6
0
'
16
5
.
6
3
'
332.30'
2
0
4
.
7
8
'
EIP
17
0
.
0
9
'
T
T
T
T
36" RCP
15
"

R
C
P
15"
CM
P
15" RCP
INV=741.31'
INV=741.60'
CUL1 CUL2
CE1HW1
CONC HW
CONC HW
APPROXIMATE U/G JUNCTION
CULVERT #1 2'X2' CONC
N/A
N/A
N/A
FOR PIPE SIZE
SEE TYPICAL SECTION
4
8
"

W
W
CAN
MTL
1SFD
10
'

G
R
3SBW
3
S
B
W
12" RCP
1SFD
10
'
B
S
T
S
CAN
MTL
S
S
S
S
1SBKD
3
6
" C
O
N
C
8'

C
O
N
C
4
8
"

C
H
L
CONC
G
1SBKD
4
S
B
W
8' SOIL
12' GR
3
6
"

C
O
N
C
1SBKD
S
G
4
8
"

W
D
S
H
T
R
S
8
'

B
S
T
3
S
B
W
4
S
B
W
10
'

S
O
I
L
CARPORT
8
'

G
R
VINEYARD
CANOPY
MTL
13
14
15
16
W/LT
17 24
25
26
27
28
29
WOODS
WOODS
WOODS
WOODS
30
PLANTER
CONC
DOG LOT
WOOD DECK
WOOD
DECK
ROCK
WALK
WALL
BLK
WALL
BLK
CONC
N

0
3
°
2
6
'
4
7
"

W
3
6
5
.
4
1'
S

0
3
°
2
2
'
0
7
"

E
3
6
6
.
11'
S

0
3
°
2
1'
3
8
"

E
3
10
.
6
2
'
1•SFD
1SFD
1SFD
B
B
S S
S
S
48" WW
T
T
T
T
13
14
15
25
26
27
28
29
A
T
&
T
AT&T (AATUR)
AT&T
20' BST
-BL-104
-BL-105
JERRY KING
DB 3680 PG 1352
MARK WILSON
DB 6110 PG 1589
DB 3290 PG 816
THOMAS BLACK
-BL-103
-SR1- 10+25.09
14.92 RT
3
0"
REM
O
VE
0801
EST 35 SY FF
CLASS B RIP RAP
EST 30 TONS
24
25
26
25.00 LT
+59.33
PL
+59.33
25.00 RT
+46.56
PL
+23.17
PL
+22.13
PL
+19.00
PL
+72.00
40.00 RT
+86.00
N
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[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F
F
24
25
26
28
HARRY BOODY JR.
DB 5203 PG 1140
KIMBERLY FUQUAY
DB 3699 PG 1758
DEAN WILLIAMS
DB 6160 PG 715
FUQUAY
KIMBERLY AND TOOD
DB 7147 PG 1567
PB 73 PG 316
BONNIE WILLIAMS
DB 2960 PG 373
PB 73 PG 316
BONNIE WILLIAMS
DB 4241 PG 828
PB 73 PG 316
TERESA PINNIX
DB 3118 PG 784
PB 73 PG 316
HARRY BOODY
DB 3118 PG 788
PB 73 PG 316
JOHN BOODY, JR.
DB 6900 PG 796
PB 73 PG 316
THEODORE ANDERSON
PB 73 PG 316
ANNIE BROWN
DB 4044 PG 311
ANNIE BROWN
DB 686 PG 203
DB 3680 PG 1352
JERRY KING
DB 6110 PG 1589
MARK WILSON
THOMAS BLACK
DB 3290 PG 816
DB 5714 PG 1354
ROBERT BRADSHAAW
27
-
Y
3
-

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A

1
5
+
5
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T

7
M
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C
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L
I
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CLOSURE DETAILS
NOTE: SEE SHEET 2-F FOR CROSSING
LOUISE BULLARD
DB 2549 PG 897
33
0
PLANS
GRAPHIC SCALE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8AP-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
100 20010050
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HINES ANDREWS ROAD (SR 2858)
P
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6
1.4
7
P
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+
7
1.6
2
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2
+
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7
P
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5
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1.8
0
P
O
T

S
t
a
.
2
7
+
14
.6
8
2
52
0
15
PC Sta. 10+13.70
POT Sta. 10+00.00
PT Sta. 10+45.66
2
0
'
40'
R=10'
9'9'
R=15'
R=30'
Sta. 10+15.39
BEGIN CONSTRUCTION
-
S
R
1-
POT Sta. 12+59.33
Sta. 12+49.33
END CONSTRUCTION
25.00 LT
+59.33
PL
+59.33
25.00 RT
+46.56
PL
+23.17
PL
+22.13
PL
+19.00
PL
+72.00
40.00 RT
+86.00
R/R IRON EIP
AXLE
EIP
20' UTILITY EASEMENT
20' UTILITY EASEMENT
2
0
'

D
R
A
I
N
A
G
E

E
A
S
E
M
E
N
T
158.73'151.27'149.97'95.35'
3
6
7
.
0
3
'
5
6
.
2
2
'
EIP EIP
EIP
EIP
EIP
219.99'
2
0
9
.
9
4
'
EIP
447.91'
E
IP
659.79'
EIP
ANGLE IRON
130.00'
6
3
3
.
7
6
'
5.09'
2
3
1.
9
4
'
16
5
.
6
3
'
332.30'
2
0
4
.
7
8
'
8
8
8
.
0
7
'
EXISTING RR R/W
EXISTING RR R/W
EXISTING RR R/W
EIP
T
T
15
"

R
C
P
15"
CM
P
15" RCP
INV=741.31'
INV=741.60'
CUL1
CUL2
CE1 HW1
APPROXIMATE U/G JUNCTION
CONC HW
CULVERT #2 1.8'X2.7' CONC
CONC HW
APPROXIMATE U/G JUNCTION
FOR PIPE SIZE
SEE TYPICAL SECTION
FOR PIPE SIZE
SEE TYPICAL SECTION
36" C
O
N
C
8
'

C
O
N
C
4
8
"

C
H
L
CONC
G
4
S
B
W
8' SOIL
NORFOLK SOUTHERN RR
NORFOLK SOUTHERN RR
NORFOLK SOUTHERN RR
12' GR
3
6
"

C
O
N
C
1SBKD
S
G
48" WD
4
8
"

W
D
48" WD
4
8
"

W
D
S
B
B
HTR
10' GR
18" CMP
18" CMP
BS
T
12' GR
H
T
R
S
4
S
B
W
10
'

S
O
I
L
S
8
' GR
CANOPY
MTL
W/LT
17
1819
2223
24
25
26
27
29
WOODS
WOODS
WOODS
WO
O
DS
CULTIVATED
WOODS
WOOD
DECK
ROCK
WALK
WALL
BLK
WALL
BLK
CONC
WELL
-
B
Y
4
-
13
9

15" RCP
CABLE GATE
15" RCP
81
74
DR
GR
11'
S
O
I
L
&
G
R

D
R
WOODS
83
10
'
S
OIL

&

GR

D
R
15" RCP
82
WOODS
GRASS
5 S ELEC
5 S ELEC
WOODS
84
85
86
87
88
15" RCP
10
' S
OIL &
GR

DR
W
HOUSE
PUMP
BLK
GRASS GRASS
GRASS
GRASS
GRASS
PASTURE
S
1 S F D
DECK
WD
CONC WALK
W
9
'

S
O
I
L

&

G
R

D
R
18
'

S
O
I
L
&

G
R

D
R
3
' WD
GRASS
MTL GATE
5

S

E
L
E
C
5 S ELEC
5

S

E
L
E
C
5 S ELEC
5

S

E
L
E
C
90
91
92
93
W
FLOWER BED
CONC PARKING
CONC WALK
DECK
WD
10
' S
OIL
&
GR

DR
GRASS
GRASS
PASTURE
MTL GATE
3' WD
9' S
OIL
&
GR
DR
10
' S
OIL
&
GR

DR
GRASS
GRASS
WOODS
FALLOW
CONC
SSS
6
'

C
H
L
DOG LOT
GRASS
GRASS
GRASS
MTL GATE
POND
WOODS
WOODS
WOODS
WOODS
WOODS
FALLOW
S
BK STEPS
89
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
94
95GAR
1 S F D
C
ON
C

WA
L
K
& GR
SOIL
CONC PARKING
W
96
W/ LT
W/ LT 3' W D3' WD
3' W
D
10' SOIL & GR D R
GRAPEVINES
GARDEN FENCE
GAR
MTL
H
T
R
HTR
S
WD STEPS
97
GRASS
GRASS
GRASS
GRASS
GRASS
S
OIL &
GR

DR
10' SO
IL &
G
R D
R
CULTIVATED
CULTIVATED
CULTIVATED
CULTIVATED
4
2
" R
C
P
INV=695.52'
INV=696.03'
BM8
733.79
RR-SPIKE IN BASE OF POWER POLE
73
N

0
3
°0
6
'
2
7
"
E
2
6
4
.
0
0
'
S

0
3
°2
7
'
18
"
W
N

0
3
°
2
6
'
4
7
"

W
3
6
5
.
4
1'
S

0
3
°
2
2
'
0
7
"

E
3
6
6
.
11'
S

0
3
°
2
1'
3
8
"

E
3
10
.
6
2
'
TN12
TN14
TN13
EXISTING R/W
EXISTING R/W
EIP
EIP EIP
EIP
EIP
EIP
EIP
EIP
MAINTENANCE
END STATE
S 85°55'02" E
70.42'
S 86°52'10" E
147.00'
S 86°39'27" E
154.00'
S 86°39'27" E
374.94'
EIP EIP EIP
EIP
EIP
S 86°41'11" E
674.20'
N

0
3
°0
6
'
2
7
"
E
3
9
4
.
9
5
'
S

0
0
°
0
2
'
2
6
"

E
3
9
5
.
3
7
'
S

0
0
°
0
0
'
5
1"
E
2
6
4
.
5
2
'
N 85°24'50" W
727.50'
N 86°54'22" W
704.72'
S

0
7
°3
5
'16
" W
3
4
8
.3
5
'
N 07°35'16" E
30.29'
N 02°36'23" E
30.00'
N 78°32
'59" W
S

0
7
°5
6
'
0
0
" W
3
6
1.9
2
'
20' UTILITY EASEMENT
N 19°17'10" E
15.29'
S 58°48'50" W
60.60'
S

19
°2
6
'11" W
3
2
1.6
1'
S

0
7
°2
9
'0
3
"
W
3
5
4
.2
8
'
1•SFD
1SFD
PLANTER
1SFD
B
B
S S
S
S
CULTIVATED
WOODS
POND
POOL
1 S F D
2 S F D
2 S BK D
B
1 S F D
T
T
25
26
27
29
82
88
91
95
b
A
T
&
T
AT&T
AT&T AT&T
b
HINES ANDREWS ROAD (SR 2858)
OFF -13.02
-Y3- Sta. 21+93.00
-BY4-137
-BL-104
-BL-105
-BL-106
-BL-107
-BL-108
-BL-109
-BL-110
BL STATION 24+54.00 92' RIGHT
N 857894 E 1807633
BM#2 ELEVATION = 711.13'
RR SPIKE IN BASE OF 18" GUM
RR-SPIKE IN BASE OF POWER POLE
N 37°04'50.49" E Dist 261.21
BY4 STATION 23+23.80
N 857490 E 1808721
BM8 ELEVATION = 733.79
-BL-112
-BL-113
-BL-111
-BL-103
-SR1- 10+25.09
14.92 RT
N
A
D

8
3
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7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F F
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9P-5204
2
9
-
O
C
T
-
2
0
13

17
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4
1
R
:
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$
$
$
$
U
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$
$
$
$
2210
24
720
730
740
750
760
770
720
730
740
750
760
770
-L-
780
790
800
810
770
780
790
720
730
740
750
760
770
770
720
730
740
750
760
770
770
780
790
800
11 12 13 14 15 16 17 18 19 20 21 23
25 26 27 28 29 30 31 32 33 34 35 36 37
FOR -L- PLAN VIEW
NOTE: SEE SHEET 4 & 5
-L- PLAN VIEW
NOTE: SEE SHEET 5 FOR
RR-SPIKE IN BASE OF POWER POLE
S 46°58'34.8" W Dist 330.79
BY1 STATION 46+50.74
N 856123 E 1803764
BM5 ELEVATION = 735.35
-L- STATION 26+06.27 111.42' RT
RR-SPIKE IN BASE OF 36IN OAK TREE
N 60°28'18.0" E Dist 95.93
BY1 STATION 5+00.00
N 859625 E 1805367
BM6 ELEVATION = 767.72
ELEV. = 742.20
-L- STA. 10+00
BEGIN GRADE
23
DITCH LEGEND
LEFT DITCH
710 710
DITCH LEGEND
LEFT DITCH
RIGHT DITCH
RR SPIKE IN BASE OF POWER POLE
N 858256 E 1805739
BM#1 ELEVATION = 748.09'
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 739.11
= 6
= 100+
= 25
= 5.21
= 735.42
= 5.72
= 735.50
= 1.83
Structure No. 0404 Sta. 12+64
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 735.00
= 182
= 100+
= 25
= 56.7
= 725.48
= 90.3
= 727.18
= 31.47
Structure No. 0409 Sta. 16+68
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 761.11
= 18.7
= 100+
= 25
= 5.53
= 757.55
= 6.07
= 757.63
= 1.26
Structure No. 0510 Sta. 33+02
-L-
ELEV. = 762.93
-L- STA. 36+50
END GRADE
D
C
N
PI = 14+45.00
EL = 732.57'
VC = 780'
K = 97
(+)5.9168%
(-)2.1648%
(+)5.9168%
DS = 50 MPH
P
I

=
12
+
6
3
.9
4
0
E
l

=

7
3
4
.14
P
I

=
13
+
5
0
.0
0
0
E
l

=

7
3
2
.5
5
PI =14+50.000
El = 727.00
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
11+
3
5
.5
9
E
l

=

7
3
5
.7
8
P
I
=
11+
5
0
.0
0
B
E
G
I
N

L
T

D
I
T
C
H
E
l

=

7
3
5
.2
7
P
I
=
13
+
0
0
.0
0
E
N
D

L
T

D
I
T
C
H
(+)3.13%El = 723.65
PI=16+00.00
E
l

=

7
3
5
.9
8
42" RCP-CLASS IV
(-) 1.60%
(-) 1.44%
(-
)
5.
5
5%
(-) 2.23%
18" RCP
El = 723.30 El = 722.05
(-) 2.00%
(-) 0.50%
(+) 2.50%
BEGIN LT DITCH
PI=13+50.00
El = 725.30
PI =14+50.00 PI =17+00.00
END RT DITCH
E
N
D

L
T

D
I
T
C
H
P
I
=
2
3
+
0
0
.0
0
E
l

=

7
3
7
.0
5
PI = 35+30.00
EL = 762.65'
VC = 125'
K = 103
PI = 32+25.00
EL = 758.24'
VC = 480'
K = 100
PI = 23+65.00
EL = 787.00'
VC = 565'
K = 61
(
-
)3
.3452%
(
-
)3
.3452%(+)1.4490%
RET. WALL
STRUCTURE
RET. WALL
EXISTING RAILROAD TRACKS
TRACKS
RAILROAD
FUTURE
(+)0.2294%
DS = 45 MPH
DS = 50 MPH
DS = 50 MPH
(+) 2.0840%
E
l

=

7
5
6
.8
7
P
I
=
3
3
+
0
0
.0
0
E
N
D

L
T

D
I
T
C
H
B
E
G
I
N

L
T

D
I
T
C
H
P
I
=
3
2
+
8
4
.2
6
E
l

=

7
5
5
.5
0
18" RCP
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
10P-5204
2
9
-
O
C
T
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2
0
13

17
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1
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:
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o
a
d
w
a
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\
P
r
o
j
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P
5
2
0
4
_
R
d
y
_
p
f
l
_
p
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
700
710
720
730
740
750
760
770
24
-Y1-
-Y1-
740
750
760
770
780
740
750
760
700
710
720
730
FOR -Y1- PLAN VIEW
NOTE: SEE SHEET 4 & 7
-Y1- PLAN VIEW
NOTE: SEE SHEET 7 FOR
ELEV. = 759.44
-Y1- STA. 10+12
BEGIN GRADE
RR-SPIKE IN BASE OF POWER POLE
S 13°25'11.89" E Dist 241.00
BY2 STATION 15+92.94
N 856489 E 1806732
BM7 ELEVATION = 724.11
ELEV. = 729.05
-Y1- STA. 26+87
END GRADE
DITCH LEGEND
LEFT DITCH
DITCH LEGEND
LEFT DITCH
RIGHT DITCH
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 732.00
= 31.7
= 100+
= 25
= 10.09
= 728.98
= 11.06
= 729.08
= 5.26
Structure No. 0703 Sta. 22+00
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 732.00
= 207
= 100+
= 25
= 54
= 719.55
= 86
= 721.11
= 28.89
Str. No. 0701 Sta. 14+80
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 733.70
= 10.35
= 100+
= 25
= 2.89
= 731.48
= 3.18
= 731.53
= 1.31
Str. No. 0419 Sta. 11+42
D
C
N
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
700
710
720
730
PI = 23+40.00
EL = 736.01'
VC = 150'
K = 51
PI = 17+40.00
EL = 730.58'
VC = 400'
K = 68
PI = 11+20.00
EL = 761.60'
VC = 205'
K = 29
(+)2.0000%(-)5
.
0
0
3
0%
(-)5
.
0
0
3
0%
(+)0.9045%
(+)0.9045%
DS = 35 MPH
DS = 40 MPH
DS = 40 MPH
24" RCP
P
I

=
2
1+
0
0
.0
0
0
E
l

=

7
2
8
.2
5
P
I

=
2
2
+
0
0
.0
0
0
E
l

=

7
2
7
.4
0
P
I

=
2
1+
0
0
.0
0
0
E
l

=

7
2
6
.6
0
E
l

=

7
2
1.0
9
P
I
=
2
2
+
0
0
.0
0
E
N
D

R
T

D
I
T
C
H
E
l

=

7
2
9
.3
3
P
I
=
2
3
+
5
0
.0
0
E
N
D

L
T

D
I
T
C
H
B
E
G
I
N

L
T

D
I
T
C
H
P
I
=
18
+
5
0
.0
0
E
l

=

7
3
0
.0
1
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
17
+
5
0
.0
0
E
l

=

7
2
8
.3
5
B
E
G
I
N

L
T

D
I
T
C
H
P
I
=
2
4
+
0
0
.0
0
E
l

=

7
3
0
.3
3
42" RCP-CLASS IV
(-) 0.50%
(-) 0.70%
(-) 0.85%
(+) 1.29%
(-
)
5.
5
1%
18" RCP-CLASS IV
24 25 26
PI = 26+68.00
EL = 729.34'
VC = 35'
K = 69
(-)2.0322%
(-)1.5259%
DS = 40 MPH
E
l

=

7
2
7
.17
P
I
=
2
6
+
5
0
.0
0
E
N
D

L
T

D
I
T
C
H
(-) 1.26%
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
11P-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
f
l
_
p
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
760
750
740
730
720
710
700
-Y2-
-Y3-
730
740
750
760
770
10 11 12 13 14 15 16 17 18 19 20 21 22 23
FOR -Y2- PLAN VIEW
NOTE: SEE SHEET 5 & 6
ELEV. = 764.39
-Y2- STA. 16+75.55
END GRADE
ELEV. = 764.13
-Y2- STA. 17+14.30
BEGIN GRADE
ELEV. = 733.795
-Y3- STA. 10+12.00
BEGIN GRADE
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
690

-Y3- STA. 13+80.00
END RESURFACING
RR SPIKE IN BASE OF 18" GUM
BL STATION 24+54.00 92' RIGHT
N 857894 E 1807633
BM#2 ELEVATION = 711.13'
ELEV. = 757.56
-Y2- STA. 12+00
BEGIN GRADE
ELEV. = 757.11
-Y2- STA. 23+00
END GRADE
LEFT DITCH
RIGHT DITCH
DITCH LEGEND
-Y3- PLAN VIEW
NOTE: SEE SHEET 7 FOR
LEFT DITCH
RIGHT DITCH
DITCH LEGEND
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 761.11
= 13.7
= 100+
= 25
= 2.29
= 753.15
= 2.73
= 753.08
= 0.84
Structure No. 0505 Sta. 13+74
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 732.83
= 14.7
= 100+
= 25
= 7.78
= 730.79
= 8.54
= 730.89
= 3.85
Structure No. 0702 Sta. 10+38
ELEV. = 741.00
-Y3- STA. 12+93.29
BEGIN 3" RESURFACING
END GRADE
D
C
N
730
740
750
760
770
PI = 13+80.00
EL = 756.20'
VC = 275'
K = 66
PI = 16+10.00
EL = 764.04'
VC = 130'
K = 45
PI = 18+40.00
EL = 760.49'
VC = 160'
K = 66
PI = 20+25.00
EL = 759.61'
VC = 100'
K = 173
PI = 21+45.00
EL = 758.35'
VC = 50'
K = 228
PI = 21+90.00
EL = 757.97'
VC = 20'
K = 398'
(-)0.4747%
(-)2
.9000%
(+)0.5407%
(+)3.4091%
(-)0.7563%
(-)1.0529%(-)0.8335%(-)0.7833%
DS = 40 MPH
DS = 40 MPH DS = 40 MPH
DS = 60 MPH
DS = 75 MPH
DS = 80 MPH
P
I

=
13
+
0
0
.0
0
0
E
l

=

7
5
3
.8
3
P
I

=
13
+
6
8
.0
9
0
E
l

=

7
5
2
.2
6
P
I

=
15
+
5
0
.0
0
0
E
l

=

7
5
6
.6
0
P
I

=
2
0
+
5
0
.0
0
0
E
l

=

7
5
5
.6
0
P
I
=
12
+
0
0
.0
0
E
l

=

7
5
7
.4
1
P
I

=
2
2
+
0
0
.0
0
0
E
l

=

7
5
4
.8
5
P
I
=
18
+
0
0
.0
0
E
l

=

7
5
8
.10
E
l

=

7
5
3
.4
2
P
I
=
2
3
+
0
0
.0
0
B
E
G
I
N

L
T

D
I
T
C
H
(
-
)
3
.59%
(-) 2.30%
(+) 2.39%
B
E
G
I
N

L
T

D
I
T
C
H
(-) 1.00%(-) 0.50%
(-) 1.43%
E
N
D

L
T

D
I
T
C
H
P
I

=
2
2
+
0
0
.0
0
0
E
l

=

7
5
4
.3
5
E
l

=

7
5
3
.0
9
P
I
=
2
3
+
0
0
.0
0
E
N
D

R
T

D
I
T
C
H
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
19
+
5
0
.0
0
E
l

=

7
5
5
.6
0
(-) 1.26%
(-) 0.50%
15" RCP
EXISTING
PI = 11+50.00
EL = 740.69'
VC = 220'
K = 46
DS = 40MPH
(+)5.0000%(+)0.2129%
18" RCP
B
E
G
I
N

L
T

D
I
T
C
H
E
l

=

7
2
9
.12
P
I
=
10
+
3
1.8
7 E
l

=

7
3
9
.2
3
P
I
=
12
+
5
0
.0
0
E
N
D

L
T

D
I
T
C
H
E
l

=

7
3
8
.18
P
I
=
12
+
5
0
.0
0
E
N
D

R
T

D
I
T
C
H
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
10
+
4
7
.8
6
E
l

=

7
2
8
.5
3
(+) 4.64%
(+) 4.77%
P
I
=
13
+
5
0
.0
0
E
l

=

7
3
8
.2
6
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
12P-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
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R
o
a
d
w
a
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\
P
r
o
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P
5
2
0
4
_
R
d
y
_
p
f
l
_
p
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
-Y4-
-Y4- PLAN VIEW
NOTE: SEE SHEET 4 FOR
ELEV. = 739.90
-Y4- STA. 12+62.63
END GRADE
ELEV. = 737.69
-Y5- STA. 10+00
BEGIN GRADE
ELEV. = 738.00
-Y5- STA. 12+31.08
END GRADE
-Y5-
-Y5- PLAN VIEW
NOTE: SEE SHEET 4 FOR
ELEV. = 745.18
-Y4- STA. 10+80.00
BEGIN GRADE
DITCH LEGEND
LEFT DITCH
RIGHT DITCH
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 739.11
= 5
= 100+
= 25
= 4.52
= 738.85
= 4.99
= 738.92
= 2.56
Structure No. 0401 Sta. 12+29
D
C
N
10 11 12
700
710
720
730
740
750
EL = 744.50'
PI = 11+09.21
VC = 57'
K = 86
(-
)3
.0000%
(-)2.3329%
DS = 50 MPH
18" RCP
B
E
G
I
N

L
T

D
I
T
C
H
E
l

=

7
4
3
.2
2
E
l

=

7
3
7
.7
0
P
I
=
12
+
0
0
.0
0
E
N
D

L
T

D
I
T
C
H
E
l

=

7
3
5
.9
8
P
I
=
12
+
5
0
.0
0
E
N
D

R
T

D
I
T
C
H
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
10
+
8
0
.0
0
E
l

=

7
4
3
.3
0
P
I
=
10
+
8
0
.0
0
(-) 4
.3
1%
(-) 4
.6
0%
PI = 10+50.00
(+)4.00%(-)0.9333%
DS = 25 MPH
K = 12
VC = 60'
EL = 739.69'
11 12
700
710
720
730
740
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
13P-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
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d
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2
0
4
_
R
d
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_
p
f
l
_
p
s
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.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
ELEV. = 726.83
-D1- STA. 10+00
BEGIN GRADE
-D1-
ELEV. = 755.83
-D1- STA. 11+70.21
END GRADE
750
760
770
D
C
N
10 11 12
760
770
-SR1-
ELEV. = 746.75
-SR1- STA. 12+49.33
END GRADE
ELEV. = 746.50
-SR1- STA. 10+15.39
BEGIN GRADE
-D1- PLAN VIEW
NOTE: SEE SHEET 4 FOR
-SR1- PLAN VIEW
NOTE: SEE SHEET 8 FOR
700
710
720
730
740
(+)2 5 .0 0 0 0%
(+)15.0000%
(+)4.0000%
(+)2.0000%
(+)2.2972%
PI = 10+41.50
EL = 727.78'
VC = 70'
K = 3
PI = 11+49.00
EL = 754.66'EL = 755.41'
PI = 11+54.00
EL = 755.61'
PI = 11+59.00
10 11 12
700
710
720
730
740
750
PI = 10+40.00
EL = 746.74'
PI = 11+50.00
EL = 741.78'
(-)4
.5
0
8
3%(+)5.0000%
VC = 165'
(+)1.00%
K = 17
K = 7
VC = 40'
DS = 20 MPH
DS = 20 MPH