Welcome to the
International Right of Way
Association’s
COURSE 900
Principles of
Real Estate Engineering
900.R3.PPT1.2013.09.03.0.0
PP-1
Objectives
• Use Engineering Scales
• Learn Engineering Terminology
• Interpret Engineering Plans
• Discuss Plan Development
900.R3.PPT1.2013.09.03.0.0
PP-2
Schedule
• First Day – Interpreting Engineering Plans
• Second Day – Property Descriptions
• Expand Upon Fundamental Concepts in
Participant Manual
• Exam
900.R3.PPT1.2013.09.03.0.0
PP-3
Right of Way Plans used by:
• Appraiser
Value Property
• Negotiator
Explain details
Acquire Property
• Attorney
Present in Court
Legal Documents
• Engineer/Surveyor
Design & Construct
900.R3.PPT1.2013.09.03.0.0
PP-4
Engineering Drawings
Graphic ‘Language’
Lines
Graphs
Charts
Symbols
900.R3.PPT1.2013.09.03.0.0
PP-5
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
900.R3.PPT1.2013.09.03.0.0
PP-6
Plan 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
30’E
°
3
4
S
P.T.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
0
50
100
Top View (“Bird’s-Eye View”)
• Horizontal alignment of project
• Shape and dimensions of Topography
900.R3.PPT1.2013.09.03.0.0
PP-7
Plan View
900.R3.PPT1.2013.09.03.0.0
•
Dashed Line
Existing
•
Solid Line
Proposed
•
North Arrow
Orient Centerline
•
Symbols/Legend
Pictures
PP-8
Plan Scale
Relates Plan Distances to Actual Distances
•
Measured level
•
Enables Reliable Estimated Dimensions
•
Determined Based on the Detail to be
Shown and the Size of the Plan Sheet
900.R3.PPT1.2013.09.03.0.0
PP-9
Engineers Scale
Inches divided into multiples of 10 per inch
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PP-10
Engineers Scale - Examples
Read the indicated scale like a Thermometer
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PP-11
Architects Scale
Divides feet into inches and fractions
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PP-12
Metric Scales
Specifies a ratio (e.g., 1:100)
900.R3.PPT1.2013.09.03.0.0
PP-13
Exercise #1 - Scaling
1” = 50’
1” = 100’
320’
640’
1” = 1000’
5050’
900.R3.PPT1.2013.09.03.0.0
PP-14
Metric Conversion Factors
1 meter = 3.2808 feet = 39.37 inches
1 foot = 0.3248 meter
1 Hectare = 10,000 sq. meters = 2.47 acres
1 acre = 0.4047 hectare
900.R3.PPT1.2013.09.03.0.0
PP-15
Stations
• Relates all dimensions
• Centerline – Established Control Line
• Dimensioned in 100 foot increments called Stations
• Directions – Back, Ahead, Left, Right
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PP-16
Stationing
Usually progresses from West to East or South to
North
•Numbered (1+00, 2+00, 3+00 …)
•Intermediate points are called “Pluses”(+)
Distances between Stations:
•Numerical difference
•5,280 feet = 1 mile
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PP-17
Station Equations/Equalities
Used when stationing is not continuous
• Point has two station numbers
Actual distance between stations
• Add individual segment lengths
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PP-18
Exercise #2 – Station Equations
1. Project Length
2,368 feet = 0.45 miles = 143.52 rods
2.Ending Station
312+66
3. A-B= 7,116 feet
B-C= 4,787 feet
A-C= 11,903 feet
A-C= 2.25 miles
A
94+00
900.R3.PPT1.2013.09.03.0.0
B
165+16 BK
177+13 AH
C
225+00
PP-19
Exercise #2 – Station Equations
4.
A-B= 250 feet
B-C= 630 feet
A-D= 1,780 feet = 0.34 miles
11+75 AH
14+50 BK
A
B
D 25+00
12+00
C
900.R3.PPT1.2013.09.03.0.0
C-D= 900 feet
16+00 AH
18+05 BK
PP-20
Station and Offset
Distances Perpendicular to Centerline
• Left or Right
Locate any Point by Specifying Station and Offset
900.R3.PPT1.2013.09.03.0.0
PP-21
Exercise #3 – Stations & Offsets
Power Pole #1
o
74+00
75+00
72’
29’
76+00
44’
46’
1.
Power Pole #1:
75+72, 29’ Lt
2.
Power Pole #2:
76+44,
3.
Span:
900.R3.PPT1.2013.09.03.0.0
o
Power Pole #2
46’ Rt
105’
PP-22
Exercise #3 – Stations & Offsets
65’
74+00
90’
75+00
Power Pole #1
o
76+00
60’
57’
o
Power Pole #2
4.
Plot Trees
5.
Distance Between Trees:
900.R3.PPT1.2013.09.03.0.0
126 feet
PP-23
Exercise #3 – Stations & Offsets
Power Pole #1
o
60’
74+00
20’
75+00
76+00
80’
25’
o
Power Pole #2
6.
Plot Fence
900.R3.PPT1.2013.09.03.0.0
PP-24
Highway Curves –
Changes in Direction
PI
D
T
T
T - Tangent - Straight Section of
Centerline
PI - Point of Intersection
D - Delta Angle - Deflection Angle
900.R3.PPT1.2013.09.03.0.0
PP-25
Simple Curve
PI
PC
L
POC
POT
R
PC - Point of Curvature
D
PT
PT - Point of Tangency
L - Length of Curve
R - Radius
POC - Point on Curve
POT - Point on Tangent
900.R3.PPT1.2013.09.03.0.0
PP-26
Compound Curve
P.C.C.
Two Curves, Adjacent, Same Direction
P.I.
P.I.
50
45
2nd
SIMPLE
CURVE
AD
TA
N
US
E
AH
U
DI
S
DI
RA
T
55
RA
40
P.T.
EN
NG
TA
1st
SIMPLE
CURVE
GE
NT
P.C.
Different Radii
PCC - Point of Compound Curvature
900.R3.PPT1.2013.09.03.0.0
PP-27
Reverse Curve
Two Curves, Adjacent, Opposite Directions
PRC - Point of Reverse Curvature
Has 2 PIs
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PP-28
Exercise #4 – Highway Curves
1. Top View:
Plan
2. Side View:
Profile
3. End View:
Cross Section
4. Curve With Constant Radius: Simple Curve
900.R3.PPT1.2013.09.03.0.0
PP-29
Exercise #4 – Highway Curves
5. Two Curves, Same Direction:
Compound Curve
6. Two Curves, Opposite Direction:
Reverse Curve
900.R3.PPT1.2013.09.03.0.0
PP-30
Exercise #4 – Highway Curves
7. PC:
Point of Curvature
PT:
Point of Tangency
PI:
Point of Intersection
PRC:
Point of Reverse Curvature
PCC:
Point of Compound Curvature
L:
Length of Curve
900.R3.PPT1.2013.09.03.0.0
PP-31
Exercise #4 – Highway Curves
7. R:
900.R3.PPT1.2013.09.03.0.0
Radius
Rt:
Right of Centerline
Lt:
Left of Centerline
POC:
Point on Curve
POT:
Point on Tangent
C:
Chord
PP-32
Contours
• Lines of Equal Elevation on Plan View
• Shows Shape and Slope of Land
 Close Lines = Steep Slope
 Contours Point Up Stream
• Elevations Labeled Each 5th Line
• Contour Interval
 Vertical Distance Between Contours
900.R3.PPT1.2013.09.03.0.0
PP-33
Exercise #5 – Contours
N
1. “A”=
1245’
“B”= 1230’
“C” = 1230’
2. “A-B”= 15’
“B-C”=
“A-C”= 15’
0’
3. Hill Elevation: 1282’
4. “C” is: Flatter - Contour Spacing
5. Stream Flows: Northeast
900.R3.PPT1.2013.09.03.0.0
PP-34
Pipeline Plan View
900.R3.PPT1.2013.09.03.0.0
PP-35
Overhead Electric Plan View
900.R3.PPT1.2013.09.03.0.0
PP-36
Highway Plan View
John Smith
23.97 Ac. Res.
P.T.
60’ LT.
P.T.
40’ LT.
R/W
1.12 Ac.
21+00
PROPOSE
D CHANN
EL CHANG
E
Route 23
23+00
40’ RT.
P.T.
60’ LT.
P.T. 22+
55.18
Pi p e
l
i ne
R/W
900.R3.PPT1.2013.09.03.0.0
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
PP-37
Plan View Summary
•
Aerial (Birds Eye) View
•
Alignment
•
Details Right (Rt) and Left (Lt) of Centerline
900.R3.PPT1.2013.09.03.0.0
PP-38
Profile View
•
Side View
•
Elevations On Centerline Only
 Existing and Proposed
•
900.R3.PPT1.2013.09.03.0.0
Length and Height (Elevations)
PP-39
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
900.R3.PPT1.2013.09.03.0.0
22
23
24
25
26
27
28
•
Horizontal Scale: Shows Distance
 Same Scale as Plan View
•
Vertical Scale: Shows Elevations
 Exaggerated For Clarity
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
PP-40
Datum
•
Basis for all Plan Elevations
•
Example: Mean Sea Level
Bench Mark
900.R3.PPT1.2013.09.03.0.0
•
Point of Known Elevation
•
Used for Vertical Control of Project
PP-41
Profile Grade Line
• Proposed Final Centerline Elevations
• Percent Grade
%Grade = (V/H) x 100
 Rate (%) of Elevation Change
 Rise (+) or Fall (-)
900.R3.PPT1.2013.09.03.0.0
PP-42
Vertical Highway Curves
• Curved Portion of Profile
• Smooth Transition Between Tangents
• Parabolic Curves
 Through Dip – Sag
 Over Top of Hill – Crest
900.R3.PPT1.2013.09.03.0.0
PP-43
Vertical Highway Curves
• Terminology
PVC – Point of Vertical Curve
 PVI – Point of Vertical Intersection
 PVT – Point of Vertical Tangency
 L – Length Of Curve
900.R3.PPT1.2013.09.03.0.0
PP-44
Plan-Profile Sheet
• Contains Both Plan and Profile Views
 Plan View – On Top Half Sheet
 Profile View – On Bottom Half Sheet
900.R3.PPT1.2013.09.03.0.0
PP-45
Underground Example
900.R3.PPT1.2013.09.03.0.0
PP-46
Overhead Electric Example
900.R3.PPT1.2013.09.03.0.0
PP-47
Highway Example
John Smith
23.97 Ac. Res.
R/W
P.T.
40’ RT.
P.C.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1021.0
1022.4
/W
GR
TIN
EXIS
1023.9
’E
S 43° 30
0
50
100
1018.8
P.T. 22+
55.18
27+87
40’ LT.
∆
PI
NE
CR
EE
K
1025.3
1026.9
1029.0
1040
1031.6
1050
TRACT 1
100 Ac.
27+67
40’ LT.
1012.9
P.T.
60’ LT.
25+00
’E
R/ W
23+00
60’ RT.
1019.5
i ne
Pi p e
l
S 25° 30
27+00
40’ LT.
1018.6
23+00
40’ RT.
R/W
30+00
R/W
R/W
1010.6
PROPOSE
D CHANNE
L CHANGE
Route 23
1018.4
1.12 Ac.
P.T.
40’ LT.
27+87
60’ LT.
1018.2
R/W
21+00
P.C.
80’ LT.
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+3
6.95
J.A. Wilson
5.71 Ac. Res.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
900.R3.PPT1.2013.09.03.0.0
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
PP-48
Cross-Section View: End View
• Perpendicular to Centerline
• In Ahead Direction
• Existing and Proposed Elevations
at Specific Stations
• Left and Right of Centerline
900.R3.PPT1.2013.09.03.0.0
PP-49
Cross-Section View
• Shows Effect on Adjacent Property
• Shows Cut and Fill
• Construction Limits
• Ditch Elevations
900.R3.PPT1.2013.09.03.0.0
PP-50
Cross-Section View
• Superelevation
 Sloping Pavement Counters
Centrifugal Force
• Cross-Section Sheet
 Looking Ahead, Up the Sheet
 Always Verify Scale
900.R3.PPT1.2013.09.03.0.0
PP-51
Exercise #6 – Cross-Section
900.R3.PPT1.2013.09.03.0.0
PP-52
Exercise #6 – Cross-Section
1. Fill
0 Feet
2. Cut, Ditch Lt.
3. Pavement Width
21 Feet
24 Feet
4. Dist To C. Limits
55’ Lt, 52’ Rt
5. Shoulder Width
10’ Lt, 12’ Rt
6. To Guardrail
9 Feet
7. Length Of Pipe
80 Feet
8. Road Curving
Left
900.R3.PPT1.2013.09.03.0.0
PP-53
Pipeline Typical Cross-Section
900.R3.PPT1.2013.09.03.0.0
PP-54
Overhead Cross-Section
• Height and Width
• Wire Spacing
• Bracing Detail
• Clearance
• Foundation Detail
900.R3.PPT1.2013.09.03.0.0
PP-55
Highway Cross-Sections
900.R3.PPT1.2013.09.03.0.0
PP-56
Overhead Utility Plans
900.R3.PPT1.2013.09.03.0.0
PP-57
Pipeline Utility Plans
900.R3.PPT1.2013.09.03.0.0
PP-58
Highway Construction Plans
• Photographic Reproduction
 Scale Errors
 Always Verify Scale
 Half Size Plans = Double Scale
• Bar Graph Preferable
900.R3.PPT1.2013.09.03.0.0
PP-59
Highway Construction Plans
Title Sheet
• Agency Name
• Project Type And Length
• Project Identification
• Sheet Index
• Scales Used
• Utilities Encountered
900.R3.PPT1.2013.09.03.0.0
PP-60
Highway Construction Plans
Schematic Plan
SCHEMATIC LAYOUT PLAN
ROUTE 70
• Overall Detailed
Scope of Project
Curve Data
End Work
38+30
End Work
40+00
3” E
N 74°19’2
Bridge #0643
Begin Work
15+00
Hi
g
Bridge #0715
110
T.R.
eek
Begin Work
15+40
g
Hi
h
2
y4
wa
Bridge #1071
End Project
571+56
Bridge #0961
End Work
37+50
Begin Work
671+23
0 1000 2000
Scale
900.R3.PPT1.2013.09.03.0.0
hw
ay
29
End Work
716+75
Work Begin
N 82°28’23” E
62+75
400+00
C.R. 3
r Cr
Dee
Begin Work
330+00
P.I. = STA. 438 +00.00
∆ = 06” 09’
D = 0” 28’
R = 12.277.67‘
L = 1.748.87‘
T = 875.92’
• Roads, Railroads,
Towns, Survey
Data, Bridge
Locations, Project
Terminus
PP-61
Highway Construction Plans
Typical Sections
• End View - Completed Shape and Dimensions
• Design Features
 Pavement Thickness and Type
 Berm and Pavement Width and Slope
 Superelevation Details
900.R3.PPT1.2013.09.03.0.0
PP-62
Highway Construction Plans
General Summary
• Clarify Construction Details
• Provides Information not Presentable
in Graphic Form
900.R3.PPT1.2013.09.03.0.0
PP-63
Highway Construction Plans
General Summary
• Total Construction Pay Item Quantities
• Used to Prepare Cost Estimate and
Bid Submission
900.R3.PPT1.2013.09.03.0.0
PP-64
Exercise #7 – Construction Plans
1. Overall Scope
2. End View
3. North Arrow
4. Exaggerated Scale
5. Quantities/Items
6. Ditch Elevations
7. Cut/Fill
8. Location/Type/Name
900.R3.PPT1.2013.09.03.0.0
Schematic Plan
Cross-Section
Plan
Profile
Gen’l Summary
Cross-Sections
Profile & X-Sects
Title
PP-65
Exercise #7 – Construction Plans
9. Details
General Notes
10. Correct Scales:
900.R3.PPT1.2013.09.03.0.0
1”= 20’
1” =
1”= 5’
1” =
40’
10’
1”= 50’
1” =
100’
1”= 10
1” =
20’
PP-66
Plan–Profile Sheet
• Plan View (Top of Page)
 North Arrow - Orient Plan
 Centerline and Stations
 Detailed Information
 Contour Lines
900.R3.PPT1.2013.09.03.0.0
PP-67
Plan–Profile Sheet
• Profile View
 Centerline Elevations
 Horizontal Scale Same as Plan View
 Exaggerated Vertical Scale
900.R3.PPT1.2013.09.03.0.0
PP-68
Exercise #8 – Plan Profile Sheet
John Smith
23.97 Ac. Res.
27+67
40’ LT.
P.T.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
50
100
1018.8
0
1018.6
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
30+00
R/W
’E
S 43° 30
∆
/W
GR
TIN
EXIS
1023.9
27+87
40’ LT.
R/W
P.C.
40’ RT.
PIN
EC
RE
EK
1025.3
1026.9
1029.0
1040
1031.6
1050
27+00
40’ LT.
TRACT 1
100 Ac.
R/W
23+00
60’ RT.
P.T.
60’ LT.
R/W
25+00
’E
1012.9
S 25° 30
P.T. 22+5
5.18
Pip e
li
ne
R/W
P.T.
40’ LT.
27+87
60’ LT.
1010.6
PROPOSED
CHANNEL
CHANGE
Route 23
23+00
40’ RT.
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
1018.4
1.12 Ac.
21+00
P.C.
80’ LT.
1018.2
R/W
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
1018.0
P.T.
60’ LT.
P.T.
40’ LT.
+36.95
P.T. 28
P.C. 25+3
6.95
J.A. Wilson
5.71 Ac. Res.
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.90
%
PVC
1020
PVI
+0.40%
∆
PVT
900.R3.PPT1.2013.09.03.0.0
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
PP-69
Exercise #8 – Plan Profile Sheet
2590 Feet
1. Distance
2. Plan Scale:
900.R3.PPT1.2013.09.03.0.0
1” =
660 Feet
3. Length/Dia.
100’, 20”
4. Minimum Cover
4 Feet
PP-70
Exercise #8 – Plan Profile Sheet
5. Depth of Cover
5 Feet
6. Work Area Width
100 Feet
100.00 - Elevation
Spike in 14” Oak
7. Datum
900.R3.PPT1.2013.09.03.0.0
PP-71
Exercise #8 – Plan Profile Sheet
8. Crosses Highway
N12°-42’E Line
3 Times
9. Spans
2
10. Lengths
900.R3.PPT1.2013.09.03.0.0
481’ & 488’
PP-72
Exercise #8 – Plan Profile Sheet
11. Plan Scale: 1”= 50’
13. Max. New R/W 22+35.33 (PT),
120’
14. Channel Change R/W 20’
John Smith
23.97 Ac. Res.
P.T.
60’ LT.
27+67
40’ LT.
P.T.
40’ RT.
P.C.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
30+00
R/ W
’E
S 43° 30
R/W
/W
GR
TIN
EXIS
1023.9
27+87
40’ LT.
∆
PI
NE
CR
EE
K
1025.3
1026.9
1029.0
1040
1031.6
1050
27+00
40’ LT.
0
50
100
1018.8
23+00
60’ RT.
P.T. 22+5
5.18
Pip e
li
ne
R/W
R/W
25+00
S 25° 30
’E
TRACT 1
R/W
100 Ac.
1012.9
23+00
40’ RT.
1018.6
PROPOSE
D CHANNE
L CHANGE
Rout e 23
P.T.
40’ LT.
27+87
60’ LT.
1010.6
1.12 Ac.
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
1018.4
R/W
21+00
P.C.
80’ LT.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
1018.2
P.T.
60’ LT.
P.T.
40’ LT.
+36.95
P.T. 28
P.C. 25+3
6.95
J.A. Wilson
5.71 Ac. Res.
1018.0
12. Width of R/W 25’ (s)
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
900.R3.PPT1.2013.09.03.0.0
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
PP-73
Exercise #8 – Plan Profile Sheet
John Smith
23.97 Ac. Res.
27+67
40’ LT.
P.T.
40’ RT.
P.C.
40’ RT.
Sta. 27+77
62 L.F. - 24” RCP
0
50
100
1018.8
1017.8
1017.6
1017.4
1017.1
1017.4
1016.2
1019.5
1021.0
1022.4
30+00
R/ W
’E
S 43° 30
R/W
/W
GR
TIN
EXIS
1023.9
27+87
40’ LT.
∆
PI
NE
CR
EE
K
1025.3
1026.9
1029.0
1040
1031.6
1050
27+00
40’ LT.
1012.9
23+00
60’ RT.
P.T.
60’ LT.
P.T. 22+5
5.18
Pip e
li
ne
R/W
R/W
25+00
S 25° 30
’E
TRACT 1
R/W
100 Ac.
1018.6
23+00
40’ RT.
1010.6
PROPOSED
CHANNEL
CHANGE
Rout e 23
P.T.
40’ LT.
27+87
60’ LT.
1018.4
1.12 Ac.
TRACT 2 = 700 S.F.
27+67
27+00
60’ LT.
60’ LT.
1018.2
R/W
21+00
P.C.
80’ LT.
1018.0
P.T.
60’ LT.
P.T.
40’ LT.
+36.95
P.T. 28
P.C. 25+3
6.95
J.A. Wilson
5.71 Ac. Res.
P.I. = 26 +88.20
∆ = 18° LT.
D = 6°
T = 151.25’
L = 300.00’
R = 955.37’
200° V.C.
1030
PVI
∆
200° V.C.
PVT -2.9
0%
PVC
1020
PVI
+0.40%
∆
PVT
21
22
23
24
25
15. Curve Length
Delta Angle
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
300’
18 degrees Left
16. Property Owners Smith & Wilson
17. PVIs
900.R3.PPT1.2013.09.03.0.0
21+50 & 25+50
PP-74
Cross-Sections
• Original Ground & Completed
Pavement Elevations
• Usually 50’ or 100’ Intervals
• Ditches, Embankment and Excavation
900.R3.PPT1.2013.09.03.0.0
PP-75
Cross-Sections
• Looking Ahead,
Up Sheet
900.R3.PPT1.2013.09.03.0.0
PP-76
Construction Plan Summary
• All Three Views (Plan, Profile,
Cross-Sections) Used Together
• Provides Complete 3D Picture of Project
900.R3.PPT1.2013.09.03.0.0
PP-77
Right of Way Plans
Purpose:
• Property Boundaries and Dimensions
• Areas and Rights to be Acquired
• Information Required for Property Descriptions
• Establish Right of Way Limits
900.R3.PPT1.2013.09.03.0.0
PP-78
Right of Way Plans –Title Sheet
Similar or Same as Construction Plans
900.R3.PPT1.2013.09.03.0.0
PP-79
Right of Way Plans
Centerline Plat
900.R3.PPT1.2013.09.03.0.0
•
Major Geographic Features
•
Filed for Record
PP-80
Property Maps
900.R3.PPT1.2013.09.03.0.0
•
•
Overview of all properties
Similar to Photograph or Tax Map
•
Land Hook ( ) Indicates Same Ownership
PP-81
Summary Sheet
• Parcel Tabulation / Ownership Index
 Name and Parcel Number List
 Recording Information
(Deed Book and Page Number)
 Areas – Existing, Taken, and
Remaining
900.R3.PPT1.2013.09.03.0.0
PP-82
Detail Sheet
Parcel 29 - Richard Sm ith
F
F
F
xx
F
18” Oak
42” Locust
341
342
34 3
48” x 260’
345
F
C/A R/Wx x
R/W
29
347
12” Maple
C
C
xx
xx
xx
C
F
Work Limits
3.0 acres
346
344 +50
xx
F
F
N 7420” E
R/W Fence
F
xx
F
C/A R/W
F
30” Locust
18” Oak
xx
.0’
F
12” Oak
348 +29
151’ Lt.
770.0’
– 2
90
F
–
xx
’E
F
xx
C
348
349
° 59
110
F
N 75° 31” E
xx
347 +74
N 03
TR
xx
C/A R/W
Dit
ch
R /W
340 +74
164’ Lt.
C/A R/W
xx
347 +30 C
122’ Rt.
R/W
C
•
•
Plat of Subject Parcel (Property Plat)
Shows Acquisition Detail
•
Used to:
 Prepare Property Appraisals
 Calculate Area of Parcel
900.R3.PPT1.2013.09.03.0.0
 Write Legal Descriptions
PP-83
Exercise #9 – Right of Way Plans
1. Project goes
West to East
2. Properties
4 or 5
3. a. 26D
Drainage - Gum
b. 27R
R/W - Gray
c. 29
CA/RW - Smith
900.R3.PPT1.2013.09.03.0.0
PP-84
Exercise #9 – Right of Way Plans
4. a. Gum
900.R3.PPT1.2013.09.03.0.0
7.4 Ac
b. Gray
10.7 Ac
c. Smith
3.0 Ac
d. Lanham
23.3 Ac
PP-85
Exercise #9 – Right of Way Plans
5. a. Pool Taken?
No
b. Interesting?
Not on Property
c. Taken?
No
6. Trees?
6
7. Station / Offset of Corners
151’ Lt
164’ Lt
348+29
340+74
900.R3.PPT1.2013.09.03.0.0
122’ Rt
347+30
PP-86
Summary:
Interpreting Engineering Plans
• Basic Skill Learned
 Read and Interpret Engineering Plans
• Engineering Plans
 Lines, Symbols, Dimensions
• Three View Concept
 Plan, Profile & Cross-Sections
 Scale Depends on Detail and Paper Size
900.R3.PPT1.2013.09.03.0.0
PP-87
Summary:
Interpreting Engineering Plans
• Centerlines, Stations and Offsets
 Locate Details and Points
• Horizontal Highway Curves
 Simple, Reverse, Compound
• Vertical Highway Curves
 Sag, Crest
• Curve Nomenclature
900.R3.PPT1.2013.09.03.0.0
PP-88
Summary:
Interpreting Engineering Plans
• Right of Way Plans
 Information to Acquire Property
to Construct Project
• Construction Plans
 Details for Construction Project
900.R3.PPT1.2013.09.03.0.0
PP-89
Compass Bearings
• Line Direction in Degrees, Minutes
& Seconds from N/S Line
• Four Cardinal (Main) Directions
 Due North Lines are Labeled “N”
 Due East Lines are Labeled “E”
 Due South Lines are Labeled “S”
 Due West Lines are Labeled “W”
900.R3.PPT1.2013.09.03.0.0
PP-90
Compass Bearings
N
1 Degree (°) = 60 Minutes
°3
42
35
°E
35°
1 Minute = 60 Seconds
N
N
30’
42°
W
0’
70
°
0° E
N7
W
E
8°
S6
W
30’
S
°W
45
S6
68
°3
0’
0°
°
60
45°
E
4 Quadrants: NE, SE, SW, NW

Each Contains 90°
S 15° E Same as N 15° W
S
60 seconds equal one minute
60 minutes equal one degree
900.R3.PPT1.2013.09.03.0.0
PP-91
Exercise #10 – Bearings
1.a.
b.
c.
d.
900.R3.PPT1.2013.09.03.0.0
PP-92
Exercise #10 – Bearings
1.a.
c.
N68°00’E
S25°00’E
900.R3.PPT1.2013.09.03.0.0
b.
S48°45’W
d. N28°00’W
PP-93
Assignment
• Complete Exercises 1 - 10
• Answer Self-Study Questions
900.R3.PPT1.2013.09.03.0.0
PP-94