8 Corps of Engineers Surveying Manuals
on CD
Tons of charts, drawings,
examples - how-to info.
CD
Contents:
----------1. "Topographic
Surveying"
----------2. "Survey Markers and
Monumentations"
----------3. "Global Positioning System
Surveying"
----------4. "Photogrammetric Mapping"
----------5. "Hydrographic Surveying"
6----------. "Geodetic and Control Surveying"
----------8. "Engineering and Design - Structural
Deformation Surveying"
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All files/material in Adobe
PDF format.
Works with Windows, Mac, Unix, Linux and others.
CDrom ISO 9660 format.
1.
"Topographic Surveying"
Chapter 1
Introduction
Purpose . . . . . . . . . . . . . . . . . . 1-1
1-1
Applicability . . . . . . . . . . . . . . . 1-2
1-1
References . . . . . . . . . . . . . . . . 1-3
1-1
Scope of Manual . . . . . . . . . . . . 1-4 1-1
Metrics . . . . . . . . . . . . . . . . . . . 1-5
1-1
Brand Names . . . . . . . . . . . . . . 1-6 1-1
Accompanying Guide
Specifications . . . . . . . . . . . . . 1-7 1-1
USACE Capabilities . . . . . . . . . . 1-8 1-1
COGO System . . . . . . . . . . . . . 1-9 1-2
Sample Scope of Work . . . . . . . . 1-10 1-2
Glossary . . . . . . . . . . . . . . . . . . 1-11
1-2
Manual Development and
Proponency . . . . . . . . . . . . . . 1-12 1-2
Distribution . . . . . . . . . . . . . . . . 1-13
1-2
Chapter 2
Topographic Accuracy Standards
General . . . . . . . . . . . . . . . . . . . 2-1
2-1
Topographic Mapping Standards . 2-2 2-1
USACE Topographic Mapping
Standard . . . . . . . . . . . . . . . . 2-3 2-9
Intended Use of the Map . . . . . . 2-4 2-9
Area of the Project . . . . . . . . . . . 2-5 2-9
Map Scale . . . . . . . . . . . . . . . . . 2-6
2-9
Contour Interval . . . . . . . . . . . . 2-7 2-10
ASPRS Accuracy Standards . . . . 2-8 2-10
USACE Horizontal Accuracy
Check . . . . . . . . . . . . . . . . . . 2-9
2-12
Chapter 3
Topographic Survey Control
General . . . . . . . . . . . . . . . . . . . 3-1
3-1
USACE Control Survey Accuracy
Standards . . . . . . . . . . . . . . . . 3-2 3-1
Reconnaissance and Planning
Phase . . . . . . . . . . . . . . . . . . . . . .
3-3 3-2
Primary Survey Control . . . . . . . . . . 3-4
3-2
GPS Survey Control . . . . . . . . . . . . . 3-5
3-3
Secondary Control for
Topographic Surveys . . . . . . . . . . . 3-6 3-3
|
Plane Coordinate
Systems . . . . . . . . . 3-7 3-3
Scale Factor Considerations . . . . . . . 3-8 3-4
Control Checks . . . . . . . . . . . . . . . .
3-9 3-5
Chapter 4
Topographic Survey Techniques
General . . . . . . . . . . . . . . . . . . . . .
. 4-1 4-1
Engineering Site Plan Surveys . . . . . . 4-2 4-1
Utility Surveys . . . . . . . . . . . . . . . .
4-3 4-1
As-Built Surveys . . . . . . . . . . . . . . .
4-4 4-2
Section I. Plane-Table Surveys
General . . . . . . . . . . . . . . . . . . . . .
. 4-5 4-3
Plane-Table Topography . . . . . . . . . . 4-6
4-3
Plane-Table Triangulation . . . . . . . . . 4-7
4-3
Plane-Table Resection . . . . . . . . . . . 4-8
4-4
Plane-Table Two-Point Problem . . . . 4-9 4-5
Plane-Table Traverse . . . . . . . . . . . . 4-10
4-6
Plane-Table Stadia Traverse . . . . . . . 4-11
4-6
Plane-Table Three-Point
Orientation . . . . . . . . . . . . . . . . . .
4-12 4-6
Contouring Methods . . . . . . . . . . . . . 4-13
4-7
Locating and Plotting Detail . . . . . . . 4-14
4-8
Plane-Table Equipment Checklist . . . . 4-15 4-10
Plane-Table Setup Hints . . . . . . . . . . 4-16
4-10
Plane-Table Notekeeping . . . . . . . . . 4-17
4-10
Plane-Table Location Details . . . . . . . 4-18
4-11
i
EM 1110-1-1005
31 Aug 94
Subject Paragraph Page Subject Paragraph Page
Section II. Electronic Total Station Surveys
Electronic Total Stations . . . . . . . 4-19 4-12
Field Equipment . . . . . . . . . . . . 4-20 4-13
Equipment Maintenance . . . . . . . 4-21 4-13
Maintaining Battery Power . . . . . 4-22 4-14
Total Station Job Planning and
Estimating . . . . . . . . . . . . . . . 4-23
4-15
Electronic Theodolite Error
Sources . . . . . . . . . . . . . . . . . 4-24 |
4-16
Total Survey System Error Sources
and How to Avoid Them . . . . . 4-25 4-18
Controlling Errors . . . . . . . . . . . 4-26
4-19
Coding Field Data . . . . . . . . . . . 4-27 4-20
Field Computers . . . . . . . . . . . . 4-28 4-20
Modem for Data Transfer (Field
to Office) . . . . . . . . . . . . . . . . 4-29
4-21
Trigonometric Leveling and
Vertical Traversing . . . . . . . . . 4-30 4-21
Trigonometric Leveling Field
Procedures . . . . . . . . . . . . . . . 4-31
4-22
Trigonometric Leveling Error
Sources . . . . . . . . . . . . . . . . . 4-32
4-22
Chapter 5
Data Collection Procedures for the
Total Station
General . . . . . . . . . . . . . . . . . . . 5-1
5-1
Functional Requirements of a
Generic Data Collector . . . . . . 5-2 5-1
Data Collection Operating
Procedures . . . . . . . . . . . . . . . 5-3 5-2
Field Crew Responsibility . . . . . . 5-4 5-7
Surveyor-Data Collector Interface 5-5 5-10
Digital Data . . . . . . . . . . . . . . . 5-6
5-10
Digital Transfer . . . . . . . . . . . . . 5-7
5-10
Data Collector Requirements . . . . 5-8 5-12
Coding Field Data . . . . . . . . . . . 5-9 5-14
Summary of Total Station Fieldto-
Finish Procedures . . . . . . . . 5-10 5-14
Data Collectors . . . . . . . . . . . . . 5-11
5-14
Chapter 6
Surveyor Data Collector Interface
and Formats
Computer Interfacing . . . . . . . . . 6-1 6-1
Data Standardization . . . . . . . . . 6-2 6-1
Coordinate File Coding . . . . . . . . 6-3 6-1
Data Sets . . . . . . . . . . . . . . . . . 6-4
6-2
Computer-Aided Design and
Drafting (CADD) Interface . . . . 6-5 6-4
Total Station Data Collection
and Input to CADD . . . . . . . . . . . . 6-6 6-4
|
CADD Plotting . .
. . . . . . . . . . . . . . 6-7 6-4
Chapter 7
Map Compiliation
General . . . . . . . . . . . . . . . . . . . . .
. 7-1 7-1
CVTPC . . . . . . . . . . . . . . . . . . . . .
7-2 7-1
File Descriptions . . . . . . . . . . . . . . .
7-3 7-1
Overview of Topographic Survey
Data Flow . . . . . . . . . . . . . . . . . . .
7-4 7-2
Typical Point Descriptors Used in
Topographic Surveying . . . . . . . . . . 7-5 7-2
Chapter 8
Architect/Engineer Contracts
General . . . . . . . . . . . . . . . . . . . . .
. 8-1 8-1
Preparation . . . . . . . . . . . . . . . . . . .
8-2 8-1
Scope of Work . . . . . . . . . . . . . . . . 8-3
8-1
Chapter 9
Route Surveying
General . . . . . . . . . . . . . . . . . . . . .
. 9-1 9-1
Horizontal Circular Curves . . . . . . . . 9-2
9-1
Deflection Angles . . . . . . . . . . . . . . 9-3
9-1
Degree of Curve - Arc Definition . . . 9-4 9-2
Degree of Curve - Chord
Definition . . . . . . . . . . . . . . . . . . .
9-5 9-2
Curve Stakeouts . . . . . . . . . . . . . . . .
9-6 9-2
Curve Formulas . . . . . . . . . . . . . . . .
9-7 9-2
Transition Spirals . . . . . . . . . . . . . . .
9-8 9-3
Spiral Stakeout . . . . . . . . . . . . . . . .
9-9 9-4
Vertical Curves . . . . . . . . . . . . . . . .
9-10 9-4
Vertical Curve - Tangent
Offset Method . . . . . . . . . . . . . . . .
9-11 9-4
Vertical Curve - Equation
Method . . . . . . . . . . . . . . . . . . . . .
9-12 9-5
Vertical Curve Obstructions . . . . . . . 9-13
9-6
Appendix A
References
Appendix B
Guide Specifications
Appendix C
Automated Topographic Survey Data Collector
Equipment -- Inventory of USACE
Instrumentation and Software |
2.
"Survey Markers and Monumentations"
CHAPTER 1.
INTRODUCTION
Purpose 1-1 1-1
Applicability 1-2 1-1
Reference 1-3 1-1
Background 1-4 1-1
Scope of Manual 1-5 1-1
Development of a Survey
Monumentation Comprehensive Plan 1-6 1-1
Permanent Monuments 1-7 1-2
Temporary Markers 1-8 1-2
Public Relations 1-9 1-2
Metrics 1-10 1-2
Brand Names 1-11 1-2
|
CHAPTER 2. SITE
SELECTION
General 2-1 2-1
Security 2-2 2-1
Utility 2-3 2-1
Stability 2-4 2-2
Corrosive Environment 2-5 2-4
Safety 2-6 2-5
Satellite Visibility 2-7 2-6
Cost Comparison 2-8 2-7
-5 3-20CHAPTER 3.
VERTICAL CONTROL - BENCH MARKS
Selection of Monument Type Based on
Local Site Conditions 3-1 3-1
Construction and Installation
Procedures 3-2 3
|
Naming Vertical
Control Monuments 3-3 3-17
Marks of Other Organizations 3-4 3-19
Witness Posts and Signs 3CHAPTER
4. HORIZONTAL CONTROL MONUMENTS
Selection of Monument Type Based
on Local Site Conditions 4-1 4-1
Construction and Installation
Procedures 4-2 4-1
Naming Horizontal Control
Monuments 4-3 4-2
Reference and Azimuth Marks 4-4 4-7
Three-Dimensional Monuments 4-5 4-9
Marks of Other Organizations 4-6 4-9
Witness Posts 4-7 4-9
|
CHAPTER 5.
BOUNDARY MONUMENTS
Installation of Boundary
Monumentation 5-1 5-1
Selection of Monument Type Based
on Local Site Conditions 5-2 5-1
Construction and Installation
Procedures 5-3 5-2
Naming Boundary Monuments 5-4 5-2
Reference Monuments 5-5 5-2
Witness Trees and Corners 5-6 5-3
Boundary Marker Sign 5-7 5-3
CHAPTER 6. DOCUMENTATION
Monument/Marker Documentation 6-1 6-1 |
3. "Global
Positioning System Surveying"
CHAPTER 1.
INTRODUCTION
Purpose 1-1 1-1
Applicability 1-2 1-1
Reference 1-3 1-1
Background 1-4 1-1
Scope of Manual 1-5 1-1
Development of a Survey
Monumentation Comprehensive Plan 1-6 1-1
Permanent Monuments 1-7 1-2
Temporary Markers 1-8 1-2
Public Relations 1-9 1-2
Metrics 1-10 1-2
Brand Names 1-11 1-2
|
CHAPTER 2. SITE
SELECTION
General 2-1 2-1
Security 2-2 2-1
Utility 2-3 2-1
Stability 2-4 2-2
Corrosive Environment 2-5 2-4
Safety 2-6 2-5
Satellite Visibility 2-7 2-6
Cost Comparison 2-8 2-7
CHAPTER 3. VERTICAL CONTROL - BENCH MARKS
Selection of Monument Type Based on
Local Site Conditions 3-1 3-1
Construction and Installation
Procedures 3-2 3-9
Naming Vertical Control Monuments 3-3 3-17 |
Marks of Other
Organizations 3-4 3-19
Witness Posts and Signs 3-5 3-20
CHAPTER 4. HORIZONTAL CONTROL MONUMENTS
Selection of Monument Type Based
on Local Site Conditions 4-1 4-1
Construction and Installation
Procedures 4-2 4-1
Naming Horizontal Control
Monuments 4-3 4-2
Reference and Azimuth Marks 4-4 4-7
Three-Dimensional Monuments 4-5 4-9
Marks of Other Organizations 4-6 4-9
Witness Posts 4-7 4-9 |
CHAPTER 5.
BOUNDARY MONUMENTS
Installation of Boundary
Monumentation 5-1 5-1
Selection of Monument Type Based
on Local Site Conditions 5-2 5-1
Construction and Installation
Procedures 5-3 5-2
Naming Boundary Monuments 5-4 5-2
Reference Monuments 5-5 5-2
Witness Trees and Corners 5-6 5-3
Boundary Marker Sign 5-7 5-3
CHAPTER 6. DOCUMENTATION
Monument/Marker Documentation 6-1 |
4.
"Photogrammetric Mapping"
Chapter 1
Introduction
Purpose 1-1 1-1
Applicability 1-2 1-1
Distribution 1-3 1-1
References 1-4 1-1
Mandatory Requirements . 1-5 1-1
Scope 1-6 1-1
Standards 1-7 1-2
Life Cycle Project Management Integration of
Photogrammetric Mapping
Throughout the Project Life . 1-8 1-3
Metrics.1-9 1-4
Trade Name Exclusions . 1-10 1-4
Manual Development and Proponency 1-11 1-5
Using the Manual . 1-12 1-5
Explanation of Abbreviations and Terms. 1-13 1-6
Mandatory Requirements of this Chapter. 1-14 1-6
Chapter 2
Photogrammetric Accuracy Standards and
Classifications
General . 2-1 2-1
Photogrammetric Mapping Standards 2-2 2-2
USACE Photogrammetric Mapping Standard 2-3 2-7
ASPRS Accuracy Standards for Large-Scale Maps.
2-4 2-9
Typical Mapping Scales, Contour Intervals, and
Accuracy Classifications
for USACE Functional Applications 2-5 2-11
Supplemental USACE Photogrammetric Mapping
Criteria. 2-6 2-12
USACE Orthophoto and Orthophoto Map Accuracy
Standards 2-7 2-15
Photogrammetric Mapping Coverage 2-8 2-16
Mandatory Requirements in Chapter 2 2-9 2-17
Chapter 3
Photogrammetric Processes
Photogrammetry . 3-1 3-1
Photogrammetric Processes 3-2 3-1
Imagery Acquisition. 3-3 3-1
31 Jul 02
Subject Paragraph Page
Ground Control 3-4 3-3
Adjustment of Imagery to the Earth . 3-5
|
3-4
Feature Collection 3-6 3-6
Quality Control / Quality Assurance 3-7 3-7
Chapter 4
Photogrammetric Mapping Planning and Cost
Estimating Principles
General . 4-1 4-1
Photogrammetric Mapping Project Planning . 4-2
4-1
Photo Scale, Contour Interval, and Target Map
Scale Determination . 4-3 4-2
Data Compatibility . 4-4 4-21
Project Design 4-5 4-22
Photogrammetric Mapping Production Flow . 4-6
4-24Approach to Estimating Detailed
Photogrammetric Mapping Project Costs . 4-7 4-24
Project Specifications. 4-8 4-26
Contract Parameters . 4-9 4-26
Calculation of Production Hours for Aerial
Photography 4-10 4-28
Photo Control Surveying Cost Items 4-11 4-29
Aerotriangulation . 4-12 4-29
Photogrammetric Compilation and Digital Mapping
Cost Items. 4-13 4-30
Orthophoto Images. 4-14 4-32
Summary of Production Hours. 4-15 4-32
Photogrammetric Mapping - Sample Scope of Work
and Cost Estimate 4-16 4-33
11
Deliverables. 6-6 6-12
Chapter 5
Aerial Photography
General . 5-1 5-1
Subcontracted Photography 5-2 5-2
General . 5-3 5-2
Operational Procedures 5-4 5-2
Flight Line Maps 5-5 5-6
General . 5-6 5-7
Types of Aerial Cameras 5-7 5-9
Analog Aerial Cameras 5-8 5-9
Camera Filters 5-9 5-9
Camera Classifications. 5-10 5-10
Camera Mounting Requirements 5-11 5-10
Camera Criteria/Reporting . 5-12 5-10
General . 5-13 5-11
Radiant Energy and the Electromagnetic Spectrum.
5-14 5-11
Film Characteristics 5-15 5-13
Type of Diapositives 5-16 5-13
Film Processing and Handling Specifications and
Criteria5-17 5-13
Camera Panel 5-18 5-15
Film Report 5-19 5-15
Negative Annotation 5-20 5-15
Container Labels 5-21 5-16
Photo Index Map Requirements .5-22 5-16
|
SubjectParagraph Page
Contact Prints . 5-23 5-17
Contract Deliverables. 5-24 5-17Chapter 6
Structural Evaluation
General . 6-1 6-1
Coordinate Reference Systems. 6-2 6-1
Ground Control Requirements for Photogrammetric
Mapping 6-3 6-1
Marking Photo Control. 6-4 6-7
Survey Accuracy Standards 6-5 6-
Chapter 7
Airborne Global Positioning System Techniques
ABGPS 7-1 7-1
Project Planning . 7-2 7-1
Other Considerations 7-3 7-2
Ground Receiver 7-4 7-3
Airborne Receiver 7-5 7-3
ABGPS Project Configuration . 7-6 7-5
Quality Control. 7-7 7-5
Chapter 8
Analytical Aerotriangulation
General . 8-1 8-1
Aerotriangulation Principles. 8-2 8-1
Softcopy Methods 8-3 8-1
Pass Points 8-4 8-2
Ground Control Points . 8-5 8-3
Other Points 8-6 8-5
Instrumentation. 8-7 8-5
Accuracy and Quality Control Criteria 8-8 8-5
Stereoplotter Settings . 8-9 8-8
Deliverables. 8-10 8-8
Chapter 9
Stereocompilation Procedures
General . 9-1 9-1
Preparation . 9-2 9-1
Stereoplatters. 9-3 9-2
Types of Stereoplotters. 9-4 9-2
Stereoplotter Operations. 9-5 9-3
Stereoplotter Output Devices . 9-6 9-4
Softcopy Workstation.9-7
9-5
Softcopy Workstations Output Devices . 9-8 9-5
|
Stereoplotter Accuracies. 9-9 9-5
Line Map Compilation Procedures. 9-10 9-7
Compilation of Topography 9-11 9-8
Map Manuscript . 9-12 9-11
Map Edit. 9-13 9-12
Reproduction 9-14 9-14
Deliverables. 9-15 9-14
Chapter 10
Orthophotographs
Orthophotographs. 10-1 10-1
Background 10-2 10-1
Current Status. 10-3 10-2
Map Substitute 10-4 10-3
Image Quality. 10-5 10-3
Workstations. 10-6 10-4
Production Procedures 10-7 10-5
Enlargement Factor 10-8 10-8
Limitation of Orthophotography . 10-9 10-8
Chapter 11
Airborne LIDAR Topographic Surveying
General . 11-1 11-1
Operating Principles. 11-2 11-1
Uses of LIDAR within the Corps . 11-3 11-2
Background 11-4 11-3
Capabilities and Limitations. 11-5 11-3
Comparisons with Existing Technologies 11-6 11-3
LIDAR System Components 11-7 11-4
Planning a LIDAR Data Collection 11-8 11-6
LIDAR Data Collection . 11-9 11-7
LIDAR Data Processing. 11-10 11-9
Results 11-11 11-9
Data Classification . 11-12 11-10
Quality Control. 11-13 11-11
Contracting Issues 11-14 11-11
Sources of Additional Information.11-15 11-12 |
5.
"Hydrographic Surveying"
This manual provides technical guidance
for performing hydrographic surveys that support the
planning, engineering design, construction, operation,
maintenance, and regulation of navigation, flood control,
river engineering, charting, and coastal engineering
projects. Accuracy standards and quality control criteria
are defined to establish US Army Corps of Engineers
(USACE)-wide uniformity in performing surveys involving
dredging measurement, payment, and
This manual covers all aspects of hydrographic surveying
performed to support USACE river and harbor navigation
activities, flood control projects, and coastal
engineering projects. Special emphasis is placed on
surveys that support construction/dredging of coastal and
inland waterway projects. An overview of these support
functions is covered in Chapter 2. The manual focuses on
the preparation of design drawings and other documents
associated with these projects, including related
contracted construction performance activities.
Throughout the manual, mandatory or recommended
hydrographic survey criteria are normally summarized in
tables. Technical or procedural guidance is in more
general terms where methodologies are described in
readily available references or survey instrumentation
operating manuals. Numerous references are made to those
more detailed operation manuals.
6.
"Geodetic and Control Surveying"
This manual
provides detailed technical guidance and
procedures for compliance with the policy in
Engineer
Regulation (ER) 1110-1-8156. That regulation
establishes
general criteria and presents policy and guidance
for the
acquisition, processing, storage, distribution,
and utilization
of non-tactical geospatial data throughout the
U.S. Army
Corps of Engineers (USACE) and in compliance with
Executive Order (EO) 12906, Coordinating
Geographic
Data Acquisition and Access: The National Spatial
Data
Infrastructure (NSDI) and other appropriate
standards,
including the Spatial Data Transfer Standard
(SDTS)/Federal Information Processing Standard |
(FIPS) 173,
Federal Geographic Data Committee (FGDC)
standards, and Tri- Service Spatial Data
Standards (TSSDS).
This manual also provides detailed technical
guidance and
requirements and identifies standards for
Geospatial Data
and Systems (GD&S). By using this manual,
USACE will
maximize its use of GD&S technologies; will
promote
interoperability among GD&S technologies;
will reduce
duplication of geospatial data collection and
software
development; will support the digital geospatial
data life
cycle; and will strengthen the USACE role in the
NSDI.
Abbreviations and acronyms used in this
publication are
listed in Appendix B. |
7.
"Geospatial Data and Systems"
A geodetic control survey consists of
establishing the horizontal and vertical positions of
points for the
control of a project or installation site, map, GIS, or
study area. These surveys establish threedimensional
point positions of fixed monuments, which then can
provide the primary reference for
subsequent engineering and construction projects. These
control points also provide the basic framework
from which detailed site plan topographic mapping,
boundary demarcation, and construction alignment
work can be performed. Precisely controlled monuments are
also established to position marine
construction vessels supporting the Corps navigation
mission--e.g., the continuous positioning of dredges
and survey boats. Geodetic control survey techniques are
also used to effectively and efficiently monitor
and evaluate external deformations in large structures,
such as locks and dams.
8."Engineering
and Design - Structural Deformation Surveying"
The primary emphasis of this manual is
placed on the technical procedures for performing precise
monitoring surveys in support of the Corps periodic
inspection and dam safety programs. General
planning criteria, field and office execution procedures,
data reduction and adjustment methods, and
required accuracy specifications for performing
structural deformation surveys are provided. These
techniques are applicable to periodic monitoring surveys
on earth and rock-fill dams, embankments, and
concrete structures. This manual covers both conventional
(terrestrial) and satellite (GPS) deformation
survey methods used for measuring external movements.
This manual does not cover instrumentation
required to measure internal loads, stresses, strains, or
pressures within a structure--refer to the references
at Appendix A for these activities. Example applications
on Corps projects are provided at Appendix B
(Deformation Surveys of Locks and Dams) and Appendix C
(Monitoring Schemes for Concrete Dams).
The manual is intended to be a reference guide for
structural deformation surveying, whether performed
by in-house hired-labor forces, contracted forces, or
combinations thereof. This manual should be
directly referenced in the scopes of work for
Architect-Engineer (A-E) survey services or other
third-party
survey services.
All
material in Adobe PDF format. Easy to use search and
print functions.
Adobe 5.0 Reader included on CD. We are a licensed
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