HomeMy WebLinkAbout20121107 Ver 1_Maps_201212100
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LOCATION:
TYPE OF WORK:
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See Sheet 1-A For Index of Sheets
See Sheet 1-B For Conventional Symbols
DHV
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%
%
MPH
% *
2035 ADT
MILES
MILES
MILES
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=ADT
DESIGN DATA
P
-
5
2
0
6
A
50 25 50 100
100 50 25 50
10 5 10 20
FUNC CLASS=LOCAL
PROJECT
BEGIN
PROJECT
END
BRIAN A. WILES, PE
ROWAN COUNTY
2015
9
55
50
* 4% TTST + 4% DUALS
8
12
13 14
15
9
7
6
5
4
8
11
1
0
-Y 2 0 -
-Y 21 -
-
Y 2
3 -
-
Y
1
-
-Y B -
-
Y
2
3
A
-
-Y 2 -
-Y 2 -
S R 2662
HAD E R S T
S
R
2
5
4
5
O
RC
H
A
R D
L N
P
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2
5
3
9
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A
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A
C
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-Y 3 -
T
O
I
-
8
5
T O S A L I S B U R Y
T O C H I N A G R O V E
NAD 8 3 / N S R S 2 0 07
0.843
0.078
0.765
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
10
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2
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2
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1
2
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P.E.
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P
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O F T R A N S P O R T
A
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I O
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A
T E O F N O R T H
C
A R O
L I
N
A
NC DEPARTMENT OF
TRANSPORTATION
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
CAPITAL YARD
ENGINEERING AND SAFETY BRANCH
P.E.
C N N C C A R O L N I A
N O R T H
SIGNATURE:SIGNATURE:
Prepared in the Office of:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
D
C
N
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
NCDOT RAIL DIVISION
STATE OF NORTH CAROLINA
SUBMITTAL:
DATE:
GRAPHIC SCALES PROJECT LENGTH
ENGINEER
HYDRAULICS
RIGHT OF WAY DATE: LETTING DATE:
-Y2- STA 45+83.12
END BRIDGE
-Y2- STA 41+72.12
BEGIN BRIDGE
TOTAL LENGTH (-Y2-) TIP PROJECT P-5206A
LENGTH STR (-Y2-) TIP PROJECT P-5206A
LENGTH RDWY (-Y2-) TIP PROJECT P-5206A
CONVENTIONAL PLAN SHEET SYMBOLS
U S H W Y 29
S M A I N S T
S M A I N S T
U S H W Y 2 9
P
E
E
L
E
R
R
D
S
R
2
5
3
8
FROM REID TO NORTH KANNAPOLIS
PEELER ROAD - GRADE SEPARATION OVER NCRR/NS
-Y2- POT 11+50.00
BEGIN TIP PROJECT P-5206A
-Y2- POT 56+00.00
END TIP PROJECT P-5206A
N CRR /N S
N CRR
/N S
C
E
DA
R SP
R I N
G
S
R D
S
R 15
6
0
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
ROADWAY ENGINEER
MARCH 19, 2013 MARCH 30, 2012
NDOT RAIL DIVISION CONTACT: SANDRA STEPNEY, PE
VICINITY MAP
L
O
N
G
M
E
A
D
O
W
D
R A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF SALISBURY.
S A L I S B U R Y C I T Y L I M I T
R O W AN
C OUN T Y
S A L I S B U R Y C I T Y L I M I T
R O W AN C OUN T Y
S A L I S B U R Y C I T Y L I M I T R O W A N C OUN T Y
R O W AN C OUN T Y S A L I S B U R Y C I T Y L I M I T
OFF-SITE DETOUR ROUTE
P-5206A
52000.1.STR03T1B
STRUCTURES
GRADING, DRAINAGE, PAVING, SIGNALS AND
R/W
52000.3.STR01T4A
43219.2.STR08P5206
UTIL. CONST.
NC License No: F-0258
An Company
C
2
0
3
1
4
3
PLFI PLANS
OCTOBER 3, 2012
P
r
e
-
L
e
t
F
i
e
l
d
I
n
s
p
e
c
t
i
o
n
P
l
a
n
s
P.E., UTIL P.E.
52000.1.STR04T3 P.E., UTIL P.E.
8520
15400
ARV
S I Z E U N K NO W N
S I Z E U NK N O W N
R ET
P ON D
601
601
601 601
1505
1500
1500
1503
1642
1503
1500
1619
1560
2539
2545
2538
1002
2532
2532
1002
2528
2574
2582 1526
2611
1526
2541
1526
1571
1516
1560
1516
1514
1512
1600 1597
2539
1516
1625
1515
1514 C r ee k
G r a n t s
L ittl e C r
e
e
k
G
r a
n
t s
C
r
e
e
k
T
o
w
n
C
r ee
k
T
o
w
n
C
r e e k
C o r p .
S
o
u
t
h
e
r
n
N
o
r
f
o
l
k
N
o
rf
o
l k
S
o
u
t h
e
r n
C
o
r p
.
85
29
29
29
85
85
Salisbury
of
Satellite
R o w a n
County
Airport
01
0
6
T
_
P
1
0
b
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
W
W
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-B P-5206A
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
0
4
/
1
6
/
1
1
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
DUE Proposed Permanent Drainage / Utility Easement
AUE Proposed Aerial Utility Easement
CR Proposed Curb Ramp
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
D
C
N
01
0
6
T
_
P
1
0
b
N C
G R I D
N
A
D
8
3 /
N S R S 2
0 0
7
SHEET NO.PROJECT REFERENCE NO.
6
/
2
/
9
9
Location and Surveys
NO TE : D R A W I N G NO T T O S C A L E
SURVEY CONTROL SHEET P-5206A
P-5206A 1C
-Y 20 -
-Y 2 0 -
-Y 21 -
-
Y 2
3 -
-
Y
1
-
-Y B -
-
Y
2
3
A
-
-Y 2 -
-Y 2 -
-Y 3 -
S A L I S B U R Y
C I T Y
L I M I T
R O W AN
C OUN T Y
S A L I S B U R Y C I T Y L I M I T
R O W AN C OUN T Y
S
A
L
I S
B
U
R
Y
C
I T
Y
L
I M
I T
R
O
W
A
N
C
O
U
N
T
Y
R
O
W
A
N
C
O
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S
A
L
I
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B
U
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Y
C
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Y
L
I
M
I
T
H AD E R S T S R 266 2
U S H W Y 29 /S M A I N S T 60 ’ B S T
T O S A L I S B U R Y
T O C H I NA G R OV E
T
O
I
-
8
5
U S H W Y 29 /S M A I N S T
N CR R /N S
C
E
DA
R
S
P
R
I NG
S
R
D
S
R
1 5 6 0
C ON T R O L B Y T H E N C DO T L O C A T I ON AND S U R V E Y S UN I T .
P R O J E C T C ON T R O L E S T A B L I S H E D U S I NG G L O B A L P O S I T I ON I NG S Y S TE M .
N ET W O R K E S T A B L I S H E D F R O M E X I S T I NG HA R N M ONU M E N T A T I ON
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN
THE FILES TO BE FOUND ARE AS FOLLOWS:
HTTP://WWW.NCDOT.ORG/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
NOTES:
S E E G PS C A L I BR A T I ON S H EET F O R HO R I Z O N T A L AND V E R T I C A L C OO R D I NA TE VA L U E S .
P5206A_LS_CONTROL.TXT
BL-28
BL-21
BL-22
BL-23
BL-24
BL-25
BL-26 BL-27
BL-29
ELEV.=779.52’
E=1550516.9910
N=690385.2990
P3414P GPS-2
ELEV.=792.05’
E=1545405.8630
N=684729.7380
P3414P GPS-3
ELEV.=796.53’
E=1544936.9550
N=683960.7580
P3414P GPS-4
BM#1
BM#2
BM#3
BM#4 BM#23
-YB- POT 29+00.00
END CONSTRUCTION
-Y3- POT 17+00.00
END CONSTRUCTION
-Y2- POT 11+50.00
BEGIN TIP PROJECT P-5206A
-Y23A- PT 14+53.43
END CONSTRUCTION
-Y2- POT 55+80.00
END TIP PROJECT P-5206A
-YB- POT 11+00.00
BEGIN CONSTRUCTION
F
A R
M
R
D
R
E
I D
-Y2- 45+83.12
END BRIDGE
-Y2- 41+72.12
BEGIN BRIDGE
S R 2662
HAD E R S T
S
R
15
1
6
A
I
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P
O
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T
R
D
S
R
2
5
4
5
P
E
A C
H
O R
C
H
A R
D
L N
M
E
A
D
O
W
D
R
L
O
N
G
S
R
2
5
3
8
P
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E
L
E
R
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D
S
R
2
5
3
9
O
R
C
H
A
R
D
R
D
P
E
A
C
H
-Y20- POT 10+00.00
BEGIN CONSTRUCTION
VICINITY MAP
I ND I C A T E S G E OD ET I C C ON T R O L M ONU M E N T S U S E D O R S E T F O R HO R I Z O N T A L P R O J E C T
(HIGH ACCURACY REFERENCE NETWORK) NAD 83/NSRS 2007 ADJUSTMENT. THIS
CALIBRATION 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 WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO
REPRODUCE THE SITE CALIBRATION FOR THE END USER’S GPS EQUIPMENT. IF
AND SURVEYS UNIT.
FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "P3414P-10"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 666744.654(ft) EASTING: 1531939.796(ft)
ELEVATION: 821.60(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99985378
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"P3414P-10" TO -Y20- STATION 10+00.0 IS
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
115
115
73
73
3
49
52
150
150
801
152
153
BUFFALO 2
WOODLEAF
V49
ELI
COUNTY
DAVIE
COUNTY
ROWAN
COUNTY
CABARRUS
COUNTY
IREDELL
C
O
U
N
T
Y
M
E
C
K
L
E
N
B
U
R
G
COUNTY
STANLY
3
152
801
152
P-5206A
TIP PROJECT
77
115
P5206A-P3414P_LS_GPSCALIB.HTML
P5206A-P3414P_LS_WGS84.TXT
P5206A-P3414P_LS_LOCAL.TXT
77
70
601
29
70
52
85
52 29
601
85
601
29
85
21
21
01
0
6
T
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P
1
0
b
SHEET NO.PROJECT REFERENCE NO.
6
/
2
/
9
9
Location and Surveys
NO TE : D R A W I N G NO T T O S C A L E
SURVEY CONTROL SHEET P-5206A
P-5206A 1D
I ND I C A T E S G E OD ET I C C ON T R O L M ONU M E N T S U S E D O R S ET F O R HO R I Z ON T A L P R O J E C T C ON T R O L
B Y T H E N C DO T L O C A T I ON AND S U R V E Y S U N I T .
P R O J E C T C ON T R O L E S T A B L I S H E D U S I NG G L O B A L P O S I T I ON I NG S Y S TE M .
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.
N ET W O R K E S T A B L I S H E D F R O M E X I S T I NG HA R N M ONU M E N T A T I ON
P3414P_LS_LOCAL.TXT
WILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHEN
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE HARN
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:
HTTP://WWW.NCDOT.ORG/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
P3414P_LS_GPSCALIB.HTML
(HIGH ACCURACY REFERENCE NETWORK) NAD 83/NSRS 2007 ADJUSTMENT. THIS CALIBRATION
NOTES:
P3414P_LS_WGS84.TXT
S E E G PS C A L I BR A T I ON S H E E T F O R HO R I Z ON T A L AND V E R T I C A L C OO R D I NA TE VA L U E S .
P5206A_LS_CONTROL.TXT
Datum Transformation computation not requested
Datum Transformation Parameters
1_GPS 0.003sft 0.001 Three-dimensional
9_GPS 0.001sft 0.000 Vertical
1_GPS 0.003sft 0.001 Horizontal
Maximum error Root Mean Square error Point
Summary
Residual Differences Between GPS (WGS84) And Local Coordinates
G03NC
Geoid Model Definition
0.902ppm Slope east
-0.708ppm Slope north
0.061sft Vertical separation at origin
1551534.529sft Easting coordinate of origin point
691593.681sft Northing coordinate of origin point
Vertical Adjustment Parameters
0.99999875 Scale factor
0.003sft Translation east
0.075sft Translation north
000’00"Rotation about the center point
1532682.097sft Easting coordinate of rotation center
667263.504sft Northing coordinate of rotation center
Horizontal Adjustment Parameters
Updated default projection not requested
Updated Default Projection (Transverse Mercator) Definition
GPS during construction layout.
of the two systems. This file is to aid in the use of Real Time Kinematic (RTK)
derived. Please take care in utilizing these coordinates to eliminate confusion
System which is very similar to North Carolina Zone 3200 from which it is
The North Carolina Department of Transportation uses a Localized Coordinate
719.931sft Height
Site Scale Factor 1.0001462406
Longitude 8034’26.64222"W
3534’18.46142"N Latitude
Localized around
LOCAL SITE INFORMATION
US survey feet Height Units
US survey feet Distance Units
US survey feet Coordinate Units
G03NC Geoid Model NAVD 88 Vertical Datum
NAD 1983 (Conus)Horizontal Datum
North Carolina 3200 Zone US State Plane 1983(at ground)Coordinate System
6:15:58 AM 3/30/2009 Date & Time tbovender User name
P3414P TIP Number
Project : P3414PZ
GPS Calibration Report
3D error 0.000sft
Vert error 0.000sft
Horz error 0.000sft
Elevation 796.530sft
Easting 1544936.955sft
Northing 683960.759sft
3D error 0.001sft
Vert error 0.000sft
Horz error 0.001sft
Elevation 792.047sft
Easting 1545405.862sft
Northing 684729.738sft
3D error 0.003sft
Vert error 0.000sft
Horz error 0.003sft
Elevation 779.520sft
Easting 1550516.988sft
Northing 690385.298sft
3D error 0.003sft
Vert error 0.000sft
Horz error 0.003sft
Elevation 772.105sft
Easting 1551534.529sft
Northing 691593.681sft
Quality Adjusted quality
Utilized Horz and Vert
Elevation 796.530sft
Easting 1544936.955sft
Northing 683960.758sft
Point 4
Quality Adjusted quality
Utilized Horz and Vert
Elevation 792.047sft
Easting 1545405.863sft
Northing 684729.738sft
Point 3
Quality Adjusted quality
Utilized Horz and Vert
Elevation 779.519sft
Easting 1550516.991sft
Northing 690385.299sft
Point 2
Quality Adjusted quality
Utilized Horz and Vert
Elevation 772.105sft
Easting 1551534.532sft
Northing 691593.682sft
Point 1
Height 694.583sft
Longitude 8031’52.55258"W
Latitude 3537’10.70693"N
Point P3414P GPS-4
Height 690.082sft
Longitude 8031’47.01758"W
Latitude 3537’18.38221"N
Point P3414P GPS-3
Height 677.436sft
Longitude 8030’46.16340"W
Latitude 3538’15.07971"N
Point P3414P GPS -2
Height 669.991sft
Longitude 8030’34.06069"W
Latitude 3538’27.18153"N
Point P3414P GPS-1
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "P3414P-10"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 666744.654(ft) EASTING: 1531939.796(ft)
ELEVATION: 821.60(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99985378
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"P3414P-10" TO -Y20- STATION 10+00.0 IS
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
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