Welcome to the
International Right of Way
Association’s
Course 901
Engineering Plan
Development and Application
C901.V3.PT.2012.02.24.0.0.0
PPT-1
Introductions
Who you are. . .
What you do . . .
Where you work . . .
How long . . .
C901.V3.PT.2012.02.24.0.0.0
PPT-2
Objectives
• Identify and Use Plan Information
• Understand Engineering Terms
• Explain Plans
• Use Engineering Tools
• Apply Principles to Your Work
C901.V3.PT.2012.02.24.0.0.0
PPT-3
Schedule
• Follow Participant’s Manual
C901.V3.PT.2012.02.24.0.0.0
8:00 – 8:30
8:30 – 2:45
Introductions, etc.
Use of Engineering Plans
and Plan Development
2:45 – 3:45
3:45 – 4:15
Other Plans and Maps
Summary and Review
4:15 – 5:00
Exam
PPT-4
Engineering Plans
•
Graphic Language
➢ Lines
➢ Graphs
➢ Charts
➢ Symbols
C901.V3.PT.2012.02.24.0.0.0
PPT-5
Right of Way Plans used by:
• Appraiser
Value Property
• Negotiator
Explain details
Acquire Property
• Attorney
Present in Court
Legal Documents
• Engineer/Surveyor
Design & Construct
C901.V3.PT.2012.02.24.0.0.0
PPT-6
Three View Concept
Top View
Plan View
Length and Width
Side View
Profile View
Height and Length
End View
Cross Section
Width and Height
Each View is Perpendicular to Others
Gives 3 Dimensional Picture Of Project
C901.V3.PT.2012.02.24.0.0.0
PPT-7
Plan View (Top View)
John Smith
23.97 Ac. Res.
P.T.
60’ LT.
P.T.
40’ LT.
R/W
1.12 Ac.
21+00
PROPOSE
D CHANNE
L CHANGE
Route 23
23+00
40’ RT.
P.T.
60’ LT.
P.T. 22+
55.18
Pi p e
l
i ne
R/W
S 25° 30
23+00
60’ RT.
R/W
PI
NE
CR
EE
K
P.C.
80’ LT.
R/W
27+00
40’ LT.
25+00
’E
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
TRACT 1
100 Ac.
27+67
40’ LT.
+36.95
P.T. 28
P.C. 25+3
6.95
J.A. Wilson
5.71 Ac. Res.
P.T.
40’ LT.
27+87
60’ LT.
27+87
40’ LT.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
R/W
∆
P.C.
40’ RT.
/W
GR
TIN
EXIS
30+00
R/W
’E
S 43° 30
P.T.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
0
50
100
• Existing Features - Dashed Line
• Proposed Construction - Solid Line
C901.V3.PT.2012.02.24.0.0.0
PPT-8
Plan View (Top View)
John Smith
23.97 Ac. Res.
P.T.
60’ LT.
P.T.
40’ LT.
R/W
1.12 Ac.
21+00
PROPOSE
D CHANNE
L CHANGE
Route 23
23+00
40’ RT.
P.T.
60’ LT.
P.T. 22+
55.18
Pi p e
l
i ne
R/W
S 25° 30
23+00
60’ RT.
R/W
PI
NE
CR
EE
K
P.C.
80’ LT.
R/W
27+00
40’ LT.
25+00
’E
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
TRACT 1
100 Ac.
27+67
40’ LT.
+36.95
P.T. 28
P.C. 25+3
6.95
J.A. Wilson
5.71 Ac. Res.
P.T.
40’ LT.
27+87
60’ LT.
27+87
40’ LT.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
R/W
∆
P.C.
40’ RT.
/W
GR
TIN
EXIS
30+00
R/W
’E
S 43° 30
P.T.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
0
50
100
• Property Information
• Drawn to Scale
C901.V3.PT.2012.02.24.0.0.0
PPT-9
Engineers Scale
Inches divided into multiples of 10 per inch
C901.V3.PT.2012.02.24.0.0.0
PPT-10
Architects Scale
Divides feet into inches and fractions
C901.V3.PT.2012.02.24.0.0.0
PPT-11
John Smith
23.97 Ac. Res.
P.T.
60’ LT.
P.T.
40’ LT.
R/W
1.12 Ac.
21+00
PROPOSE
D CHANNE
L CHANGE
Route 23
23+00
40’ RT.
P.T.
60’ LT.
P.T. 22+
55.18
Pi p e
l
i ne
R/W
S 25° 30
23+00
60’ RT.
R/W
PI
NE
CR
EE
K
P.C.
80’ LT.
R/W
27+00
40’ LT.
25+00
’E
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
TRACT 1
100 Ac.
27+67
40’ LT.
+36.95
P.T. 28
P.C. 25+3
6.95
J.A. Wilson
5.71 Ac. Res.
P.T.
40’ LT.
27+87
60’ LT.
27+87
40’ LT.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
R/W
∆
P.C.
40’ RT.
/W
GR
TIN
EXIS
30+00
R/W
30’E
°
3
4
S
P.T.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
0
50
100
North Arrow - Orientation of Plan
Three Norths - Geographic True North
- Magnetic North
C901.V3.PT.2012.02.24.0.0.0
- Datum North
PPT-12
John Smith
23.97 Ac. Res.
P.T.
60’ LT.
P.T.
40’ LT.
R/W
1.12 Ac.
21+00
PROPOSE
D CHANNE
L CHANGE
Route 23
23+00
40’ RT.
i ne
R/W
P.T. 22+
55.18
Pi p e
l
P.T.
60’ LT.
S 25° 30
23+00
60’ RT.
R/W
PI
NE
CR
EE
K
P.C.
80’ LT.
R/W
27+00
40’ LT.
25+00
’E
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
TRACT 1
100 Ac.
27+67
40’ LT.
+36.95
P.T. 28
P.C. 25+3
6.95
J.A. Wilson
5.71 Ac. Res.
P.T.
40’ LT.
27+87
60’ LT.
27+87
40’ LT.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
R/W
∆
P.C.
40’ RT.
/W
GR
TIN
EXIS
30+00
R/W
’E
°
S 43 30
P.T.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
0
50
100
• Centerline - Control Line
➢ Horizontal Direction of Project
➢ Deflection Angle Changes - Delta ( )
C901.V3.PT.2012.02.24.0.0.0
PPT-13
Compass Bearings
• Four Cardinal (Main) Directions
➢ “N” , “E”, “S”, & “W”
• Quadrants (90°)
➢ “NE” , “SE”, “SW”, & “NW”
C901.V3.PT.2012.02.24.0.0.0
PPT-14
Compass Bearings
Shows Direction of Centerline or Property line
N
°3
42
35
°E
35°
N
N
30’
42°
W
0’
70
°
0° E
N7
W
E
8°
S6
W
30’
S
°W
45
S6
68
°3
0’
0°
E
°
60
45°
S
60 seconds equal one minute
60 minutes equal one degree
C901.V3.PT.2012.02.24.0.0.0
PPT-15
Stations
• Marked in 100’, 100 m or 1000 m Intervals
• Always Numbered Positive
• Used for Reference and Location
• Intermediate Points Called “+” (Plus)
• Directions: “BK”, “AH”, “LT”, “RT”
C901.V3.PT.2012.02.24.0.0.0
PPT-16
Exercise #1 - Utility Centerline
N
Sta 60+88
PI
Sta 39+62
3962
+2126
6088
60+88
81°-45’
-23°-15’
58°-30’
=
58°-30’, Rt
20+00
=2000
+1962
3962
39+62
POB, Sta 20+00
C901.V3.PT.2012.02.24.0.0.0
Scale: 1” = 500’
PPT-17
Station Equations/Equalities
• Used When Stations Not Continuous
• Point has Two or More Station Numbers
➢ One Back and One Ahead
Calculating Correct Distance Between Stations
➢ Add Individual Segment Lengths
C901.V3.PT.2012.02.24.0.0.0
PPT-18
Station Equations
R/W
NEW HIGHWAY
CL
R/W
C901.V3.PT.2012.02.24.0.0.0
PPT-19
Highway & Railway Curves
PI
T
T
T - Tangent - Straight Section of
Centerline
PI - Point of Intersection
- Delta Angle - Deflection Angle
C901.V3.PT.2012.02.24.0.0.0
PPT-20
Simple Curve
PC - Point of Curvature
D
PI
PT
PC
L
POC
POT
PT - Point of Tangency
L - Length of Curve
R - Radius
R
POC - Point on Curve
D
C901.V3.PT.2012.02.24.0.0.0
POT - Point on Tangent
PPT-21
Reverse Curve
Two Curves, Adjacent, Opposite Directions
PRC
PRC - Point of Reverse Curvature
Has 2 PIs
C901.V3.PT.2012.02.24.0.0.0
PPT-22
Compound Curve
Two Curves, Adjacent, Same Direction
P.C.C.
PCC
P.I.
P.I.
50
45
2nd
SIMPLE
CURVE
TA
N
S
AD
IU
E
AH
U
DI
S
D
RA
T
55
RA
40
P.T.
EN
NG
TA
1st
SIMPLE
CURVE
GE
NT
P.C.
Different Radii
PCC - Point of Compound Curvature
C901.V3.PT.2012.02.24.0.0.0
PPT-23
Spiral Curve
Constantly Changing Radius
Spiral on Each End of a Simple Curve
TS - Tangent to Spiral
SC - Spiral to Curve
C901.V3.PT.2012.02.24.0.0.0
CS - Curve to Spiral
ST - Spiral to Tangent
PPT-24
Degree of Curvature
• Measured 100’ Along Centerline
• Angle at center of arc
C901.V3.PT.2012.02.24.0.0.0
PPT-25
Degree of Curvature-D
• Indicates Flatness/Sharpness of Curve
➢ Small D - Large Radius
➢ Large D - Small Radius
•
Examples:
➢ 1° Curve Radius = 5,729.58’
➢ 10° Curve Radius = 572.96’
C901.V3.PT.2012.02.24.0.0.0
PPT-26
Exercise #2 – Highway Centerline
PI: 3962
-T = - 802
PC = 3160
Sta 31+60
PI: 3962
+ T = +802
PT = 4764
Sta 47+64
PC: 3160
+ L = +1463
PT: 4623
Sta 46+23
C901.V3.PT.2012.02.24.0.0.0
PPT-27
Offsets
• Perpendicular Distance Right or Left
of Centerline
➢ Locate any Point off Centerline
➢ Use Radial Line on Curve
14+00
(155’)
65’ Lt, Sta 14+50
PL
LENGTH =
C901.V3.PT.2012.02.24.0.0.0
21+00
(650’)
 6502 + 1552 =
668.2’
90’ Rt, Sta 21+00
PPT-28
Contours
• Lines of Equal Elevation
• Shows Shape and Slope of Land
• Interval - Elevation Difference
• Between Contour Lines
C901.V3.PT.2012.02.24.0.0.0
PPT-29
Contours
• Relative Spacing of Lines
Indicates Slope
➢ Close Lines = Steep Slope
• Contours Point Upstream
C901.V3.PT.2012.02.24.0.0.0
PPT-30
Contours
C901.V3.PT.2012.02.24.0.0.0
PPT-31
Exercise #3 - Contours
1. Map Scale? 1” =
50’
2. Contour Interval:
1’
3. Sidewalk Width:
8’
4. Elevation Difference:
1.2’
5. Ball Rolls:
South
6. In Flood Plain:
238 & 240
7. Elevation:
863
8. Equation: 9+9 5 Saratoga = 0+00 Bridge St
C901.V3.PT.2012.02.24.0.0.0
9. Saratoga St. R/W:
60’
10: Bridge St. R/W:
60’
PPT-32
State Plane Coordinate System
• Survey Control - Latitude & Longitude Converted
to Coordinates
• Establishes Precise Location
• Four Datums:
➢ Two Horizontal – NAD 27 & NAD 83
➢ Two Vertical – NGVD 29 & NAVD 88
• Zones - Depends on Size & Shape of State
C901.V3.PT.2012.02.24.0.0.0
PPT-33
State Plane Coordinate System
• Point Identified by Two Coordinates
➢ “X” is “Easting”
➢ “Y” is “Northing”
• Vertical Control Surveys Establish Elevations
• Advantages:
➢ Excellent Control over Large Areas
➢ Accurate Locations
C901.V3.PT.2012.02.24.0.0.0
PPT-34
Exercise #4 – State Plane Coords
1. PI Curve GV-2:
21+89.46 Offset _______
7’ Lt
a. Station __________
10,152.824
5,473.141
b. N ____________
E ___________
2. Drill Hole B1:
24+53 Offset _______
5’ Lt
a. Station __________
10,210
5,733
b. N ____________
E ___________
3. Telephone Pole “TEL-25”:
21+53 Offset _______
44’ Lt
a. Station __________
10,177
5,428
b. N ____________
E ___________
C901.V3.PT.2012.02.24.0.0.0
PPT-35
Exercise #4 – State Plane Coords
4. PL Intersection with R/W line:
a. Station __________
21+53 Offset _______
47’ Rt
b. N ____________
E ___________
10,089
5,453
5. BM “A-267”:
28’ Lt
24+86
a. Station __________
Offset _______
10,240
5,761
b. N ____________
E ___________
C901.V3.PT.2012.02.24.0.0.0
PPT-36
1018.6
1018.8
1010.6
1012.9
1018.4
1018.2
1018.0
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
1023.9
1025.3
1026.9
1040
1029.0
1050
1031.6
Profile View
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
21
22
23
24
25
26
27
28
1011.8
1013.3
1015.8
1019.7
1017.3
1020.1
1009.9
1017.7
1016.2
1016.7
1015.9
1012.7
1012.2
1017.7
1026.4
1036.4
1000
1045.4
1010
29
30
• Side View – (Length & Height)
• Stations & Elevations on Centerline Only
➢ Existing – Dashed Line
➢ Proposed – Solid Line
C901.V3.PT.2012.02.24.0.0.0
PPT-37
1018.6
1018.8
1010.6
1012.9
1018.4
1018.2
1018.0
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
1023.9
1025.3
1026.9
1040
1029.0
1050
1031.6
Profile View
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
21
22
23
24
25
26
27
28
1011.8
1013.3
1015.8
1019.7
1017.3
1020.1
1009.9
1017.7
1016.2
1016.7
1015.9
1012.7
1012.2
1017.7
1026.4
1036.4
1000
1045.4
1010
29
30
• Horizontal Scale same as Plan View
• Vertical Scale exaggerated for Clarity
• Datum - Reference Elevation
• Bench Marks - Known Location & Elevation
C901.V3.PT.2012.02.24.0.0.0
PPT-38
Profile View - Pipeline
C901.V3.PT.2012.02.24.0.0.0
PPT-39
Profile View - Overhead Line
C901.V3.PT.2012.02.24.0.0.0
PPT-40
1000
21
22
C901.V3.PT.2012.02.24.0.0.0
23
24
25
26
27
28
1010
PVT
29
1018.4
1018.2
1018.0
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
1023.9
1025.3
1026.9
1029.0
1018.8
+0.40%
1012.9
200° V.C.
1018.6
200° V.C.
1010.6
1011.8
PVI
1013.3
1015.8
1019.7
∆
1017.3
1020.1
PVC
1009.9
1020
1017.7
PVT -2.9
0%
1016.2
1016.7
1015.9
1012.7
∆
1012.2
PVI
1017.7
1030
1026.4
1036.4
1040
1031.6
1050
1045.4
Profile View - Highway
30
PPT-41
1018.6
1018.8
1010.6
1012.9
1018.4
1018.2
1018.0
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
1023.9
1025.3
1026.9
1040
1029.0
1050
1031.6
Profile Grade Line/Point
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
21
22
23
24
25
26
27
28
1011.8
1013.3
1015.8
1019.7
1017.3
1020.1
1009.9
1017.7
1016.2
1016.7
1015.9
1012.7
1012.2
1017.7
1026.4
1036.4
1000
1045.4
1010
29
30
• Profile Grade Line - Stations & Final Elevations
on Centerline
• Profile Grade Point - Centerline Elevation at
Specific Station
C901.V3.PT.2012.02.24.0.0.0
PPT-42
1018.6
1018.8
1010.6
1012.9
1018.4
1018.2
1018.0
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
1023.9
1025.3
1026.9
1040
1029.0
1050
1031.6
Profile Grade Line
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
21
22
23
24
25
26
27
28
1011.8
1013.3
1015.8
1019.7
1017.3
1020.1
1009.9
1017.7
1016.2
1016.7
1015.9
1012.7
1012.2
1017.7
1026.4
1036.4
1000
1045.4
1010
29
30
• Percent Grade - Rise (+) or Fall (-)
➢ % = 100 V/H
V = Change in Elevation
H = Horizontal Distance in Feet
C901.V3.PT.2012.02.24.0.0.0
PPT-43
1000
21
22
C901.V3.PT.2012.02.24.0.0.0
23
24
25
26
27
28
1010
PVT
29
1018.4
1018.2
1018.0
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
1023.9
1025.3
1026.9
1029.0
1018.8
+0.40%
1012.9
200° V.C.
1018.6
200° V.C.
1010.6
1011.8
PVI
1013.3
1015.8
1019.7
∆
1017.3
1020.1
PVC
1009.9
1020
1017.7
PVT -2.9
0%
1016.2
1016.7
1015.9
1012.7
∆
1012.2
PVI
1017.7
1030
1026.4
1036.4
1040
1031.6
1050
1045.4
Vertical Highway Curve
30
• Parabolic Curves
➢ Sag or Crest
PPT-44
1018.6
1018.8
1010.6
1012.9
1018.4
1018.2
1018.0
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
1023.9
1025.3
1026.9
1040
1029.0
1050
1031.6
Vertical Highway Curve
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
21
22
23
•
•
•
•
C901.V3.PT.2012.02.24.0.0.0
24
25
26
27
28
1011.8
1013.3
1015.8
1019.7
1017.3
1020.1
1009.9
1017.7
1016.2
1016.7
1015.9
1012.7
1012.2
1017.7
1026.4
1036.4
1000
1045.4
1010
29
30
PVC - Point of Vertical Curve
PVI - Point of Vertical Intersection
PVT - Point of Vertical Tangent
Length = PVT - PVC
PPT-45
Highway Plan – Profile Sheet
John Smith
23.97 Ac. Res.
R/W
P.T.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
50
100
1018.8
1017.8
1017.6
0
1017.4
1017.1
1017.4
1016.2
1019.5
1022.4
1023.9
’E
S 43° 30
∆
/W
GR
TIN
EXIS
1025.3
27+87
40’ LT.
1012.9
P.T. 22+
55.18
1026.9
1029.0
1040
1031.6
1050
27+67
40’ LT.
P.C.
40’ RT.
PI
NE
CR
EE
K
1021.0
ine
Pi p e
l
25+00
S 25° 30’
E
TRACT 1
R/ W
100 Ac.
23+00
60’ RT.
P.T.
60’ LT.
27+00
40’ LT.
1018.6
23+00
40’ RT.
R/W
30+00
R/ W
R/W
1010.6
PROPOSED
CHANNEL
CHANGE
Route 23
P.T.
40’ LT.
27+87
60’ LT.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
1018.4
1.12 Ac.
P.C.
80’ LT.
1018.2
R/W
21+00
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
1018.0
P.T.
60’ LT.
P.T.
40’ LT.
+36.95
P.T. 28
P.C. 25+36
.95
J.A. Wilson
5.71 Ac. Res.
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
21
22
23
24
25
26
27
28
1011.8
1013.3
1015.8
1019.7
1017.3
1020.1
1009.9
1017.7
1016.2
1016.7
1015.9
1012.7
1012.2
1017.7
1026.4
1036.4
1000
1045.4
1010
29
30
➢ Provides Two Dimensional View
C901.V3.PT.2012.02.24.0.0.0
PPT-46
Exercise #5 – Vertical Curves
1. Percent Grade:
100(19.5)/(650)=
- 3.0%
2. 600’ Curve:
12+50 PVT: _______
18+50
PVC: ______
3. 400’ Curve:
20+00
PVC: ______
24+00
PVT: ______
4. Cut or Fill @:
12’ F 25+00:______
4’ C
11+00: _____
Mean Sea Level
5. Datum:_________________
C901.V3.PT.2012.02.24.0.0.0
PPT-47
Utility Typical Cross-Section
Overhead Line (H frame)
Typical Section
C901.V3.PT.2012.02.24.0.0.0
PPT-48
Highway Typical Cross-Section
C901.V3.PT.2012.02.24.0.0.0
PPT-49
Highway Cross-Section
• Shows Construction Details
• Perpendicular to Centerline
C901.V3.PT.2012.02.24.0.0.0
PPT-50
Highway Cross-Section
• Right (RT) and Left (LT) of Centerline
• In Ahead Direction
• Existing and Proposed Elevations at
Specific Station
C901.V3.PT.2012.02.24.0.0.0
PPT-51
Highway Cross-Section
• Shows Cut and/or Fill
• Profile Grade Point from Profile
• Slope Ratio
• Construction Limits
C901.V3.PT.2012.02.24.0.0.0
PPT-52
Superelevation
• Sloping Pavement Surface
• Counters Centrifugal Force
C901.V3.PT.2012.02.24.0.0.0
PPT-53
Exercise #6 – Highway Cross-Section
C901.V3.PT.2012.02.24.0.0.0
1.
2.
3.
4.
29+50
Station
827.5
P G P Elevation
24’
Pavement Width
Shoulder Width 8’ Lt, 10’ Rt
PPT-54
Exercise #6 – Highway Cross-Section
C901.V3.PT.2012.02.24.0.0.0
5. Fill on Centerline
7.5’
6. Side Slope Ratio
3:1 Lt, 2:1 Rt
7. Construction Limit
33’ Lt, 32’ Rt
8. Min Cover
3’ Lt, 3.5’ Rt
822.5 Lt, 822 Rt
9. Ditch Elevation
PPT-55
Highway Cross-Sections
Several Sections per Sheet
Shows Excavation (Cut)
or Embankment (Fill)
Read from Bottom to
Top of Sheet
C901.V3.PT.2012.02.24.0.0.0
PPT-56
Right of Way Plans
C901.V3.PT.2012.02.24.0.0.0
PPT-57
Right of Way Plans
• Multipurpose Land Map
• Map of Record
• Property Boundaries, Areas and Rights Existing
and to be Acquired
• Establish R/W Limits and Points of Ingress and
Egress
C901.V3.PT.2012.02.24.0.0.0
PPT-58
Right of Way Plans
• Ownership Index Contains:
➢ Parcel Numbers & Names
➢ Areas of Acquisition and Remainders
➢ Deed Data
• Topography - Ground Features & Improvements
• Political Boundaries
• Survey Data & Centerline with Stations
C901.V3.PT.2012.02.24.0.0.0
PPT-59
Exercise #7 – Right of Way Plans
1. Scale of Drawing: 1” =
2. New Bridge Length:
20’
102.60’
3. Affected Property Owners:
4. a. Ellis
6
73 Temp. Construction Easement
b. Wendell
67 Right of Way
c. Lowe
68 Right of Way
68 Permanent Drainage Easement
d. Lowe
C901.V3.PT.2012.02.24.0.0.0
PPT-60
Exercise #7 – Right of Way Plans
5. Culvert Through:
Lowe
6. Distance to Basic Creek:
74’
7. P. D. E. Area:
1830 SF
8. Garage to New Pavement:
101’
9. Driveway Width:
20’
10. Distance Between Poles:
215’
C901.V3.PT.2012.02.24.0.0.0
PPT-61
Exercise #7 – Right of Way Plans
11. Sta. 25+23.35 Rte 81 = Sta. 17+06.10 Basic Creek
12. What Happens to “A 267”:
Removed
13. Basic Creek Separates:
Lowe & Williams
Wurtz & Criss
C901.V3.PT.2012.02.24.0.0.0
PPT-62
Aerial Photogrammetry
C901.V3.PT.2012.02.24.0.0.0
PPT-63
Aerial Photogrammetry
• Measurement by Photographs
• Combine With Ground Control Points
• Drawings Can be Prepared to Desired Scale
• Easier to Understand Than Regular Plans
C901.V3.PT.2012.02.24.0.0.0
PPT-64
Aerial Photogrammetry
• Photos Used by:
➢ Surveyors - Property Lines,
Size & Shape of Parcel
➢ Appraisers - Land Use & Indicates Access
➢ Negotiators - Explain to Owner
➢ Attorney C901.V3.PT.2012.02.24.0.0.0
Present Details in Court
PPT-65
Aerial Photogrammetry
• Photos Used for:
➢ Route & Site Location
➢ Public Hearings
➢ Property Inventory
➢ Tax Maps & Land Use
➢ Mining & Forestry
➢ Military
C901.V3.PT.2012.02.24.0.0.0
PPT-66
Types of Aerial Photographs
• Vertical (perpendicular to the earth’s surface)
• Oblique (at an angle to the earth’s surface)
• Ground (taken at ground level)
• High Altitude (by aircraft or satellite)
C901.V3.PT.2012.02.24.0.0.0
PPT-67
Aerial Photogrammetry
• Private Contracts
• Government:
➢ US Geological Survey
➢ www.usgs.gov
C901.V3.PT.2012.02.24.0.0.0
PPT-68
Summary:
Engineering Plan Development
• Three View Concept
➢ Plan,
Profile,
Cross-Section
• State Plane Coordinates
• Right of Way Plans
• Aerial Photography
C901.V3.PT.2012.02.24.0.0.0
PPT-69
Review Objectives
• Read and interpret engineering plans
and nomenclature (terms)
• Be able to explain plans
• Use tools to plot information to scale
• Apply principles of interpreting engineering
drawings to work activities
C901.V3.PT.2012.02.24.0.0.0
PPT-70
Finally, The End!
C901.V3.PT.2012.02.24.0.0.0
PPT-71