HomeMy WebLinkAboutPOST BUCKLEY SCHUH & JERNAGAN
Augusta Richmond GA
DOCUMENT NAME: \b3-\- I &1cx--\e'd ,StY'lIt\, f ~ j-ei2.nlph, \f'lc..
DOCUMENT TYPE:, ocreernen+
YEAR: OF\
BOX NUMBER: CJZ
FILE NUMBER: \ L\L\ 3\
NUMBER OF PAGES:
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CONSULTANT SERVICES AGREEMENT
BETWEEN
AUGUSTA, GEORGIA
AND POST, BUCKLEY, SCHUH, & JERNIGAN, INC.
This Agreement is made and entered into this J' (/It day of tnMd, , 1999, by
and between Augusta, Georgia, a political subdivision of the State of Georgia, hereinafter called
AUGUSTA, and Post, Buckley, Schuh, & Jernigan, Inc. Corporation! partnership authorized
to do business in Georgia hereinafter called the "CONSULTANT".
'. WHEREAS, AUGUSTA desires to engage a qualified and experienced consultant to
perfonn certain professional services relative to the design of improvements to Wrightsboro Road
in Augusta, Ga. From Belair Road to Augusta West Parkway, this segment having been assigned
project number(s) STP-7001(9), P. I. No 250510, Richmond County, such numbered project
hereinafter called the "PROJECT'; and
Whereas, the CONSULTANT represented to AUGUSTA that it is experienced and
qualified to provide those services and AUGUSTA has relied upon such representation.
NOW, THEREFORE, in consideration of the mutual promises and covenants herein
contained, it is agreed by and between AUGUSTA and the CONSULTANT that:
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TABLE OF CONTENTS
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Exhibit "A" Scope and procedure
Section A: Description of the Project
Section B: Outline of Engineering Services
Phase I Concept Development
2
Phase 2 Database Preparation
7
Phase 3 Environmental Analysis
(SEE INSERT FOR SCOPE OF WORK)
26
(2b-1 To Zb'" 43)
Phase 4 Preliminary Plans
27
Phase 5 Right Of Way Plans
30
Phase 6 Final Construction Plans
37
Section C: Items to Be Furnished By Augusta and The Department
39
Section D: Design Economy
41
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Section E: Qualification of Consultant's Personnel
41
Section F: Relationship with Others
41
Section G: omitted
Section H: Conferences and Field Inspections
42
Section I: Right to Entry
42
Section J: Accuracy of Work
43
Section K: Utilities
43
Section L: Liaison Engineer
44
Section M: Delivery of Documents
45
Section N: Supervision and Control
45
Section 0: Review of Consultant's Work and Documents
45
Section P: Authorization and Approval
46
Section Q: Responsibility for Claims and Liability
46
1.
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Section R: Insurance
Section S: Substantial Changes and Subletting
Section T: Ownership of Documents
Section U: Termination
Section V: Publication and Publicity
Section W: Copyrighting
Section X: Patent Rights
Section Y: Contract Disputes and Compliance with Applicable Law
Section Z: Covenant Against Contingent Fees
Exhibit "C" Total Project Cost
Exhibit "D" Compliance with Civil Rights Act of 1964
Signature Pages
Contract Signature Page
Signature Page "B" Certification of Augusta
Signature Page "C" Certification of Consultant
Signature Page "0" Drug Free Workplace
Signature Page "E" Certification Regarding Debarment
Signature Page "F" Instructions for Certification
Signature Page "G" Lower Tier Contractor
Signature Page "H" Instructions for Certification
Signature Page "I" Compliance with Civil Rights Act of 1964
Appendices - separate table of contents
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06114/99
EXHIBIT "A"
EXIDBIT "A" - SCOPE AND PROCEDURE
SECTION A - DESCRIPTION OF TIlE PROJECT:
The PROJECT consists of a system of roads, streets, driveways, retaining walls, and miscellaneous
structures. The PROJECT limits are generally described as being on Wrightsboro Road from Belair Road
to Augusta West Parkway, and any features required for the safe and efficient operation, a distance of
approximately 2.8 miles.
SECTION B - OUTLINE OF ENGINEERING SERVICES:
The services to be furnished by the CONSULTANT under this Agreement shall be those necessary to
prepare necessary environmental documentation, traffic forecasts and design year lane configurations,
signal warrants, signal design (as necessary), develop concept alternatives, and design by a Computer
Aided Design and Drafting (CADD) System and provide both hard copy and electronic files for the
following: concept development, field surveys, data base preparation, preliminary plans and layouts,
right-of-way plans, hydraulic studies, construction plans, drainage plans, utility plans, erosion control
plans, signing, marking and signal plans, bridge plans, culvert plans, supplemental specifications, special
provisions and checking shop drawings for the PROJECT. The allowable CADD systems to be used for
this Agreement shall be Microstation, CAiCE, Hydrain, HCS, CORSIM and NETSYM. The
CONSULT ANT shall not use any other design, drafting or coordinate geometry software unless approved
by AUGUSTA and the Georgia Department of Transportation, hereinafter called the DEPARTMENT.
Plans shall be prepared in accordance with the DEPARTMENT'S instructions as to design criteria,
procedures, and fonnat as contained in the attached Exhibits and Appendices. The CONSULT ANT shall
prepare all written specifications in the usual fonnat used by the DEPARTMENT. The CONSULTANT
shall prepare a sample fonnat and the CONSULTANT shall secure the DEPARTMENT'S written
approval of the fonnat before any specifications are drafted.
The CONSULTANT shall provide all materials required for the preparation of the plans, supplemental
specifications, special provisions, and computations except as noted in SECTION "C" below.
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EXHIBIT "A"
The CONSULTANT shall receive AUGUSTA'S written approval to proceed with any phase of the
PROJECT. Failure to receive such approval will result in the CONSULTANT assuming all costs for that
phase until written approval to proceed has been obtained from AUGUSTA.
The PROJECT plans shall be developed as follows:
PHASEI-CONCEPTDEVELOPMENT
Concept Development includes exploring various alternatives to improve operations of the facility and
surrounding facilities, both existing and under development, in order to have a high degree of confidence
that the best alternative is selected.
The CONSULTANT shall prepare a PROJECT Management Plan (PMP) for AUGUSTA'S review and
approval within 45 days of AUGUSTA'S authorization to proceed with Phase I. The PMP is to provide
. all PROJECT personnel with the basic information needed to complete their assignments on time and
within established budgets while meeting the requirements of the PROJECT. The PMP shall include a
minimum of:
). A distribution list of the key contact people.
2. A paraphrased scope of work detailing the responsibility of the key people.
3. A schedule of deliverables (updated when necessary).
4. Budget, expenses, and billing procedures (internally to the CONSULTANT).
5. Planning and review process (internally to the CONSULTANT).
6. Invoicing procedures (internally and with subconsultants).
7. Document Control Procedures.
a. Designate personnel responsible for Document Control.
b. Establish location of all PROJECT documents.
c. Develop procedures to transmit and receive documents (internal and external).
The CONSULTANT shall prepare a Quality Control Plan (QCP) for AUGUSTA'S review and approval
within 45 days of AUGUSTA'S authorization to proceed with PHASE I. The QCP is to provide all
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06114/99
EXHIBIT "A"
PROJECT personnel with the requirements to assure a quality design is delivered to AUGUSTA. The
QCP shall include a minimum of:
1. PROJECT quality control requirements.
2. Project deliverables showing person responsible and estimated date of completion.
3. Planning and review process for the project.
4. Organization chart showing Quality Control responsibilities of each manager.
5. Format for checking plans and calculations.
6. Format for quality assurance records; the Project Manager or his assignee shall be responsible
for documenting and maintaining quality assurance records for the PROJECT. The records
will include, but not be limited to, the following:
Check prints, review calculations.
Marked-up plans.
Quality control audit reports and findings.
Quality assurance findings and recommended corrective actions.
Completeness checklists.
Minutes of coordination meetings/quality assurance meetings.
g. Phone logs.
h. Quality control review letters.
\. Review comments from senior technical advisors and responses.
J. Peer review letters and responses.
k. Any other correspondence regarding quality assurance/control.
7. Quality assurance activities shall be included in the monthly progress report.
a.
b.
c.
d.
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f.
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The CONSULTANT shall gather from AUGUSTA and the DEPARTMENT all available data and
information pertinent to the preparation of the PROJECT plans. AUGUSTA shall have the final decision
as to what data and information is pertinent. The CONSULTANT shall check and verify the data and
information furnished by AUGUSTA and the DEPARTMENT for accuracy and sufficiency. Any errors,
omissions, or insufficiency in the data furnished by AUGUSTA and the DEPARTMENT shall be
corrected or supplemented by the CONSULTANT as required at the CONSULTANT'S expense.
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06114/99
EXHffiIT "A"
The DEPARTMENT'S Office of EnvironmentlLocation shall act strictly as a reviewer and not as a
coordinator during concept development.
The CONSULTANT shall establish the appropriate American Association of State Highway and
Transportation Officials (AASHTO) design criteria, parameters and guidelines that will be used
throughout the PROJECT. The CONSULTANT shall use these parameters to study reasonable (more
than one) concept alternates plus the ''No Build" Alternate in a Concept Alternative Report with the
criteria listed herein. The CONSULTANT shall examine in a Concept Alternative Report each proposed
alternative in sufficient detail to ensure that the following issues have been addressed:
1. Traffic Operations: safety, capacity, and efficiency (includes laneage requirements,
capacity analysis of roadway segments, weave areas, ramps, auxiliary lanes,
intersections, and signage).
Design exceptions/variances
Sight distance
Recommendations for traffic signal locations.
Interfacing with adjacent projects
Constructability
Maintenance of traffic
Environmental concerns
Locations of probable USTs
Impacts to adjacent properties, including number of displacements
Access and access control
Utilities conflicts and relocations
Special drainage considerations
Location and condition of existing m~jor strictures
Required new major structures
Required permits
Preliminary construction and right of way costs
2.
. 3.
4.
5.
6.
7.
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16.
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06/14199
EXHIBIT "An
Each alternative shall include 1" = 200' scale plan and profile and other supporting details for analysis. A
field review of the alternatives under consideration may be conducted jointly with AUGUSTA, the
DEPARTMENT, and the CONSULTANT to assess the impacts of the project.
The CONSULTANT shall prepare a Concept Alternate Selection SummarylReport that describes the
selected alternate in detail and the process through which other alternatives were dismissed. The Concept
Alternate Selection Report shall include a 1" = 1 00' scale plan and profile of the selected alternate.
The CONSULTANT shall prepare a PROJECT DESIGN DATA book. The project data book shall
define the selected alternative design criteria, parameters and guidelines and as a minimum contain the
following:
1. The name of each roadway, classification of each roadway, general description (including but
not limited to proposed number of through lanes, lane widths, median type and width,
shoulder type and width, sidewalks, and bike lanes) maximum horizontal curve, maximum
grade, maximum superelevation, speed design, and minimum right-of-way width.
Clear zone requirements for each roadway. Vertical and horizontal clearances at structures
(not to be reconstructed) and visible utilities.
A traffic capacity (NETSIM, CORSIM, HCS) analysis for the PROJECT to determine the
intersection lane and storage requirements.
A preliminary sketch of each roadway intersection showing basic laneage, auxiliary and turn
lanes, and length of turn lanes and tapers.
A preliminary sketch of each bridge and wall location.
Drainage criteria for each roadway for the major types of systems, rivers and streams, cross
drains, longitudinal drains, low point, and normal basins.
An evaluation of environmental concerns as it pertains to the PROJECT (including but not
limited to archeological, historic, wetlands, UST's and endangered species). The evaluation
shall be reviewed by the DEPARTMENT'S Office of Environment and Location.
8. Driveway design parameters such as maximum and minimum widths for residential and
commercial driveways and maximum driveway grades for residential and commercial
driveways.
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5.
6.
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06/14/99
EXHIBIT "A"
9. Typical sections (excluding pavement structure) for all roadways included in the PROJECT
as described in "1" above.
10. List of known utility facilities on the PROJECT to be coordinated with AUGUSTA'S and the
DEPARTMENT'S Office of Utilities.
The CONSULT ANT shall prepare and submit to AUGUSTA a draft Concept Report using a format
provided by AUGUSTA. The Concept Report shall include, at a minimum, the information indicated on
the sample report. In addition, the CONSULTANT shall prepare drawings showing the project
alignments and geometry, existing and proposed right of way, property lines and property owners' names,
intersection details, locations of proposed traffic signals, typical sections, and other information as
required for a concept meeting. The CONSULTANT shall attend the concept meeting and any other
meetings as requested. The CONSULTANT shall take an active role in these meetings, including making
presentations and compiling and distributing meeting minutes. A final Concept Report shall be submitted
to AUGUST A for review and approval. The report shall incorporate any changes to the concept
discussed at the concept meeting and the meeting minutes. Alternate plans and descriptions may be
required for presentation at the concept meeting, as directed by AUGUSTA.
After the concept report is approved, the CONSULTANT shall prepare a minimum of two public meeting
displays per alternate and a location map of the project for a minimum of one public meeting. The
CONSULTANT shall provide PROJECT knowledgeable staff for each display at every public meeting to
answer questions about the roadway design. These staff members are responsible for set-up and
takedown of the displays. The displays shall be plotted at a scale approved by AUGUSTA and the
DEPARTMENT. Each display shall show all roadway features including but not limited to: travel and
turn lanes, bike lanes, median and median openings, sidewalks, bridges, major walls, right-of way,
environmental features (wetlands, historic sites, parks, noise walls, regulated floodways, etc.), property
lines and owners, a legend (showing the PROJECT name, the scale and symbols), and a typical section.
The CONSULT ANT shall prepare written material approved by AUGUST A to be distributed to the
public.
The CONSULTANT shall provide information to AUGUSTA and assist in investigating questions and
comments from the public meeting for AUGUSTA'S response to public meeting comments. The
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06114/99
EXHIBIT "A"
CONSULTANT shall at no time, excluding public meetings, address the public's questions or comments
without AUGUSTA'S prior approval or unless a representative of AUGUSTA is present. If a citizen
contacts the CONSULTANT about routine design issues, the CONSULTANT should appropriately
answer their questions, immediately notify the Liaison Engineer by phone, document the conversation,
and transmit a copy to AUGUSTA within three (3) days. All other questions and concerns should be
referred to AUGUSTA'S Liaison Engineer.
The CONSULTANT shall prepare electronic plan sheet as per DEPARTMENT standard, detailed in
APPENDIX "A" and APPENDIX "B". The CONSULTANT shall submit an example plan sheet for
approval by AUGUSTA and the DEPARTMENT.
The CONSULTANT shall prepare a list of information or data that will be needed from AUGUSTA and
the DEPARTMENT for the completion of PHASE III - PRELIMINARY PLANS.
CONSULTANT DELIVERABLES FOR PHASE I - CONCEPT DEVELOPMENT:
] . PROJECT Design Data Book
2. Draft and Final PROJECT Concept Report
3. Public meeting displays for each alternate per public meeting (at least one)
4. Written Material to be distributed to the public
5. PROJECT Sample plan sheet
6. PROJECT Management Plan
7. PROJECT Quality Control Plan
PHASE II- DATA BASE PREPARATION 12-1-98
Database preparation shall consist of establishing survey control and gathering and processing all
necessary topographic data required to design the project, which has not already been compiled by
AUGUSTA and the DEPARTMENT. This information is to include, but not be limited to, planimetric,
terrain, drainage, property, right-of-way, and easement data. The database and survey control shall be of
sufficient quality and completeness as to allow for the design, acquisition of right-of-way and easements,
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EXHmIT"A"
and construction of the PROJECT. All information in the database shall be compiled and stored in
accordance with the DEPARTMENT'S Electronic Data Guidelines (levels, line weights, colors,
classifications, text sizes. and fonts). The data shall be gathered by remote sensing or field surveying
processes that are acceptable to AUGUSTA. The survey limits shall be defined as those required to
design the PROJECT.
The DEPARTMENT will furnish any available mapping/topography data, geodetic survey traverses and
level nets, cadastral survey data, utility surveys and hydraulic surveys it considers beneficial to the
CONSULTANTS task. The CONSULTANT completely agrees and understands all mapping and survey
data provided by AUGUSTA and the DEPARTMENT is for information only, and that by making this data
available. AUGUSTA and the DEPARTMENT do not vouch for the completeness, correctness or accuracy
of the data.
The CONSULTANT shall be completely responsible and liable for all mapping and surveys required in
. producing the end result items called for by this AGREEMENT.
Prior to beginning any database preparation, the CONSULTANT shall communicate with AUGUSTA'S
Liaison Engineer and the DEPARTMENT'S District Preconstruct ion Engineer to discuss existing
information available and the right of entry letter. All property owners shall be notified prior to any surveys
being done on their property.
The CONSULTANT shall reference the following guidelines for mapping, surveys, and property data:
I. ASPRS INTERIM ACCURACY STANDARD FOR LARGE SCALE MAPS
2. CLASSIFICATION, STANDARDS OF ACCURACY. AND GENERAL SPECIFICATIONS
OF GEODETIC CONTROL SURVEYS
3. GUIDELINES FOR PROCESSING SURVEY DATA IN CAiCE
.
The CONSULTANT shall gather information and perform required surveys within the PROJECT limits and
establish the following in an English format as prescribed by the DEPARTMENT:
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06114/99
EXHIBIT "A"
I.
FIELD SURVEYS
A. The CONSULTANT shall check any data or information furnished by the
DEPARTMENT for accuracy to determine that it is sufficient to meet the requirements
and needs of the PROJECT. Any discovered errors or omissions contained in the data
or information furnished by the DEPARTMENT shall be reported in writing to the
DEPARTMENT. This written report should be received by the DEPARTMENT prior
to the beginning of work on Phase III - PRELIMINARY PLANS. Upon receipt of the
written report, the DEPARTMENT will determine its concurrence for the
CONSULTANT to do additional work if required. The CONSULTANT shall be
completely responsible and liable for all mapping and surveys required in producing the
end result items called for by this Agreement.
B. PROJECT Survey Control shall be established by the CONSULTANT on all
agreements where data is to be collected for design purposes. The horizontal and
vertical survey control value shall be determined by traverses originating from a
published National Geodetic Survey (NGS) survey control monument and terminating
on a separate published National Geodetic Survey (NGS) survey control monument, or
other monumentation previously approved by AUGUSTA. These traverses shall be
known as the primary traverses for the PROJECT.
The CONSULTANT shall use the National Oceanic and Atmospheric Administration
(NOAA) standards on all horizontal traverses for accuracy as specified in Traverse,
Second-Order Class II (I :20,000). All coordinates are to be on the specified State
Plane, Georgia Coordinate System of 1985 - NAD 83/94 adjustment. All measured
distances must be reduced to grid distances using a combined sea level and scale factor
before being used in traverse computations. The traverse closure, zone, grid factor,
plus the horizontal and vertical datums shall be noted in the project records. The
primary traverse shall be established by either the conventional survey method or by
Global Positioning System (GPS) technology. All subsequent survey data shall be
collected from the adjusted primary traverse values and reduced to State Plane. Each
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EXHIBIT "An
horizontal delta shall be intervisiable with another horizontal delta with a minimum
distance of 1,500 feet and a maximum distance of 3,000 feet between primary control
deltas.
.
The CONSULTANT shall establish Primary Horizontal Traverse monuments. No
traverse monument shall be located within 6 feet of a travel lane. The monument
should be a 314 inch diameter, center punched, iron pin (rebar) a minimum of 2 feet long
or a precast monument placed in stable ground. It should be driven to a minimum
depth of 0.30 foot below natural ground. A primary traverse point can be set in a fixed
stable concrete slab, such as approach slabs to bridges or parking lots, only if other
suitable locations are not available. The traverse point should be a punched hole 0.01
foot in diameter, 0.02 foot in depth, with three identification lines beginning 0.03 foot
from the punch hole and extending for 0.20 foot. All primary traverse points, within
the limits of the project, should be elevated as part of the primary vertical traverse. If
the primary traverse contains more than twelve deltas, the DEPARTMENT should be
consulted to determine if a Polaris observation will be required.
The CONSULTANT shall use the North American Vertical Datum (NAVD) of 1988
on all vertical traverses. All vertical traverse points shall use specifications as required
by Third-Order National Oceanic and Atmospheric Administration (NOAA) standards
(0.049 foot times the square root of the miles distance). The maximum distance
between vertical control monuments shall not exceed 1,000 feet. All traverses shall be
established by the conventional differential leveling (spirit) method, unless otherwise
approved by the DEPARTMENT.
.
The CONSULTANT shall establish Primary Vertical Traverse monuments. The
primary vertical traverse monuments must be established on stable topographic features
i.e. culvert headwalls, fixed concrete slabs, asphalt, hardwood trees, precast
monuments. A benchmark should be set at all major drainage structures (culverts and
bridges) and road intersections throughout the PROJECT. The benchmarks should be
easily identifiable; such as a painted square cut or a nail with stamped washer.
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EXHIBIT "A"
Benchmarks should never be set in power poles, steps, manhole covers, or tops of fire
hydrants.
The primary horizontal and vertical control traverses established for the PROJECT are
to be used as the principle control for all field and photogrammetric survey activities.
Evidence (closure precision, adjustment data, field notes, data files, etc.) must be
provided to document the accuracy of both the primary horizontal and vertical
traverses. These traverses shall be adjusted to hold the published coordinates of all
approved control monuments.
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The CONSULTANT may use of Global Positioning System (GPS) Technology as a
means of establishing the horizontal control for the PROJECT. The vertical control for
the PROJECT can only be established with GPS technology after receiving written
approval from AUGUSTA and the DEPARTMENT. The following requirements must
be met for GPS applications:
]. The GPS network for the PROJECT must consist of the following minimum
requirements:
a. For horizontal control, a minimum of 3 First Order control stations
must be used and held fixed. These stations must encompass at least 3
quadrants of the PROJECT.
b. For vertical control, a minimum of 5 Third Order or better control
stations must be used and held fixed. These stations must encompass
all quadrants of the PROJECT.
2. Independent baselines in a network should not exceed 25 miles In length.
However, if only Ll-code (single-frequency receivers) is being used/collected
baselines can not exceed ] 0 miles.
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EXHIBIT "A"
3. Each session's length will depend on how long 4 or more common (same) SV's
can be tracked simultaneously. If the signal is interrupted significantly or if
common satellites are lost, then times must be increased to insure the following
mlDlmums:
Static Observations 60 + minutes [synch rate = 15
sec.] per occupation for surveys
with baselines longer than 6 miles.
Fast Static Observations 30 + minutes [synch rate = 15
sec.] per occupation for LI/L2
receivers. (For baselines less than
6 miles)
4. An elevation mask of 15 degrees must be used when collecting all GPS data.
.
5. An epoch with a Position Dilution of Precision (POOP) greater than 6.0 will
not be considered as a usable measurement.
6. Provide the DEPARTMENT a Trimble GPS file or a Receiver Independent
Exchange (RINEX) file of the raw data, baseline solutions, continuous
tracking summary, and control station data used in the GPS network.
Permanent survey monuments for the project should include both primary survey and
centerline control. Monuments for the centerline control, i.e., PCs, POCs, PTs, POTs,
PI's without curves, should be established at distances which do not exceed 1,000 feet.
Iron pins and guard stakes are acceptable. A scaled drawing, illustrating both the
primary and centerline controls for the project should be included in the plans.
C. The CONSULT ANT shall conform to standards as required by State law for Right-of
Way and Property Surveys or as agreed to in writing by AUGUSTA.
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EXHIBIT "A"
The CONSULTANT shall obtain all available plats, deeds and easements from
courthouse records of all property affected by the PROJECT. The CONSULTANT
shall compile and maintain a listing of all current property owners' names and
addresses.
The CONSULTANT shall locate all infonnation about existing rights-of-way, property
lines (including railroads), easements, property comers, land lot lines, and boundaries
(state, county, and city) to be affected by the PROJECT. All right-of-way data shall be
chained. Each right of way and parcel chain designation shall begin with the letters
"KC". See Appendix "C" for the feature code designations. The CONSULTANT shall
collect and assemble the right of way survey data as per the following:
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1. For surveying deeded right-of-way:
a. Locate the centerline alignment of the road that was used to describe the
deeded right-of-way by coordinating at least two (2) points on all tangents
and three (3) points on all curves. It is very important to detennine if any
widening has taken place since the deed centerline was established. If
widening was not symmetrical, use available field evidence to establish the
deed centerline.
b. All existing right-of-way markers should be coordinated.
c. All existing property comers which will be used to detennine the property
take will be coordinated either by field surveyor by computation from a
deed or plat. All property points not directly impacting the "take" can be
digitized from the deed, plat, or tax. map. The boundary for each parcel
shall be chained.
d. The property data graphic file must contain a notation, which denotes any
"right-of-way that is claimed by prescription".
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EXHIBIT "A"
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2. Developing the PropertylRight-ofWay database for roads with deeded right-of-
way:
a. The alignment of the existing road should be determined by using the
tangent and curve points from the field survey. Degrees of curves should
be computed by using the field points, then compared to old plans, and
then an appropriate degree assigned to the curve.
b. AUGUSTA'S right-of-way should then be set to correspond with this
alignment.
c. At this point the differences between AUGUSTA'S right-of-way and the
existing right-of-way markers and property information should be
evaluated.
d. All comers and boundaries, which conflict with the right-of-way, should be
projected or terminated to conform precisely with the deeded right-of-way.
e. The parcel chain should contain the newly created points, which conform
to the right-of-way. The chain should not include any property points that
conflict with this right-of-way. These conflicting points should be retained
in the data file as part of the project records.
f. Existing right-of-way markers which conflict with the true position of the
right-of-way are not to be used in any chains but are to be retained in the
data files as part of the project records.
g. Since there will be property and right-of-way points residing in the data
file, but are not included in any chains, the designer should use caution
before "plotting all points".
h. The CONSULTANT shall create a property chain for each parcel. This
chain includes all property comers (field located, computed, or digitized).
3. For surveying non-deeded right-of-way:
a. The CONSULTANT will notify AUGUSTA in writing that the roadway
does not have a deeded right-of-way.
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EXHIBIT "A"
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b. The surveyor shall locate the centerline alignment of the road by
coordinating at least two (2) points on all tangents and three (3) points on
all curves.
c. The surveyor shall coordinate the limits of the area along the roadway,
which is maintained by AUGUSTA (e.g., back of ditch to back of ditch).
This area may be claimed by prescription if it meets the legal requirements.
d. The surveyor is to document on a tax map, or other drawing, all areas for
which AUGUSTA does not have deeded title.
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4. Developing the Property/Right-of- Way database for non-deeded right-of-way:
a. The CONSULTANT shall create property chains from the field survey file
that include all property comers (field located, computed or digitized)
which identify parcels.
b. The CONSULTANT shall create chains from the field survey file that
reflect the right-of-way that is considered to have been acquired by
prescription (possession).
c. The property and right-of-way chains shall show the conflicts between the
property lines and these limits of the "claimed" (prescriptive) right-of-way.
d. The property graphic file must contain a notation, which states that, the
"right-of-way is claimed by prescription".
D. The CONSULTANT shall locate all existing inlets, outlets, and any other drainage
structures (manholes,junction boxes) along the PROJECT. The CONSULTANT shall
obtain top and invert elevations (flow lines), size, direction of flow, material and
condition of all existing box culverts and other cross drains, side drains and storm and
storm sewer structures. The CONSULTANT shall provide a recommendation to
AUGUSTA for continued use or removal of each existing structure.
The CONSULTANT shall identify all lakes and streams within 300 feet along the
PROJECT. Upon identification a field survey traverse for all drainage channels or
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EXHIBIT "A"
streams, to a distance of 300 feet perpendicular each side of centerline along with
elevations along the stream bed for flow lines (FL) plotting shall be obtained.
The CONSULTANT shall identify, field verify, and plot the drainage area boundary as
required to complete the drainage design.
The CONSULTANT shall prepare the Hydraulic Engineering Field Report as defined
herein.
E. The CONSULTANT shall locate and identify all existing major utility facilities
including railroads, cross country pipeline, electric transmission lines, and
telecommunication lines.
.
The CONSULTANT shall obtain profiles for all roadways, driveways, streams and
channels, and detours as required for the design of roadways, bridges, and drainage and
traffic control. This includes 3-point elevations of all primary roads.
The CONSULTANT shall obtain ground cross sections of sufficient length to design
the PROJECT for all roadways, existing or planned, measured to an accuracy to insure
calculated quantities are usable for construction payment. Terrain data gathered for a
Digital Terrain Model (DTM) must include lines of discontinuity that define all terrain
breaks and the database must also be enhanced with random elevations that do not
exceed a ] 50 foot grid. The DTM data shall be of such quality and completeness as to
insure that cross sections and profiles can be created to the following levels of
accuracy:
a. 0.10 foot or less for roadway surfaces
b. 0.50 foot or less for ground terrain surfaces
The CONSULTANT shall field locate all advertisement signs on or near the proposed
right-of-way or easements.
.
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EXHIBIT "An
The CONSULTANT shall locate the beginning and ending bridge stations, and stations
of intermediate bents along with the skew angles, determine the elevations at the
centerline and left and right gutter lines and at the bottom of the outside beams at the
face of caps.
The CONSULTANT shall determine the existing vertical and horizontal clearances
from the existing/proposed roadway to all overhead structures and provide the
necessary information to the DEPARTMENT highlighting the clearances that do not
meet minimums for the required design.
The CONSULTANT shall supply, update, or expand the mapping database
as required to design the PROJECT. This shall include the locating of all
topographic data affected by the Project and the labeling of all structures as to their
material type (brick, stone, wood, etc.) and usage (residency, business name).
..
F. The CONSUL T ANT shall establish construction centerlines for all roadway
alignments. Stationing for the centerline of all roadways shall be painted or staked on
each roadway at points no greater than 200 feet apart. Supplementary points shall be
established between all points to insure visibility of at least two points (one ahead and
one back) from any given point. Station numbers placed on paved areas shall be
painted in yellow, approximately 0.5 foot high. The painting or staking of stations
shall be in place during this Phase, and prior to the request for soil surveyor database
field checking by the DEPARTMENT.
.
G. The CONSULTANT shall provide a Survey Control Packet for the project. The
Survey Control Packet shall be assembled from the adjusted primary horizontal and
vertical control traverses established for the project. The data contained in the Packet
shall consist of the primary horizontal and vertical control points which will be used for
all photogrammetric and field survey activities, project design, right-of-way staking and
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project construction. The project survey control package shall contain the following
information in the order listed:
1. Cover sheet showing the project number, P.I. number and project description.
2. Area map showing location of project.
3. Copy of a quadrangle map with approximate location of all primary adjusted
horizontal control deltas and published horizontal monuments that were used
for the project plotted on the map.
4. Control file listing showing the following information in order listed:
a. Project No., P.I. No. and description of project.
b. Horizontal datum and zone used.
c. Scale factor used.
d. Published horizontal control monuments used.
e. Vertical datum used.
f. Published vertical control monuments used.
g. Units of measurement.
h. Point number, east coordinate, north coordinate, elevation and name or
number of all published monuments used and primary control deltas set.
5. Description sketches for each primary survey control delta set. The following
shall be noted on the sketch:
a. Control delta number.
b. Elevation.
c. North arrow.
d. Distance and direction from a minimum of three local features.
e. A "to reach" description from a permanent feature such as road
intersections and bridges over named streams, etc.
.
6. Copy of a quadrangle map with approximate location of all primary adjusted
vertical benchmarks established and published vertical monuments that were
used for the project plotted on the map.
7. Vertical control file listing all published monuments used and all primary
vertical benchmarks set and described, along with their adjusted elevation.
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EXHIBIT "An
8. Description sketches for each primary benchmark set. The following shall be
noted on the sketch:
a. Benchmark number
b. Elevation
c. North arrow
d. Distance and directions from a minimum of three local features.
e. A "to reach" description from a permanent feature such as road
intersections and bridges over named streams, etc.
.
H. The DEPARTMENT will randomly field check the CONSULTANT'S data. All
accuracy checks will be compared to the primary horizontal and vertical traverses.
The data accuracy standards are:
1. The horizontal accuracy tolerance for property, right-of-way and easements will be
0.10 foot or less for urban areas and 0.40 foot or less for rural areas. Any
accuracy's defined by State law which are of a higher level for property surveys
will take precedent over these.
2. The horizontal accuracy tolerance for all topographic data will be 0.70 foot or less.
3. The vertical accuracy tolerance for terrain points will be 0.10 foot or less for
roadway surfaces and 0.50 foot or less for ground terrain points.
4. The determination of whether or not the plan cross sections meet accuracy
specifications will be based on field checking the elevations contained in these
cross sections.
The DEPARTMENT reserves the right to adjust these specifications to address specific
or special conditions. A determination of the accuracy of the CONSULTANT'S work
will be made by the DEPARTMENT'S District Preconstruct ion Office. The
DEPARTMENT'S Preconstruction or Location Engineer will review the field checks
and determine the number of horizontal points or cross sections that exceed the above
tolerances and report these findings to AUGUSTA'S Liaison Engineer.
.
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EXHIBIT "An
.
In support of the field checks, the CONSULTANT will provide the following
information and materials to the DEPARTMENT for checking right-of-way, terrain
and survey data:
1. Right-of-Way
a. ELECTRONIC DATA FILE - This file should use the CAiCE flexible file
format and the DEPARTMENT'S standard file STAKEOUT.FXF and
contain only the point numbers, north and east coordinates of the project's
survey control, centerline, right-of-way and easement points. The resulting
filename should begin with an alpha character (A-Z), followed by numeric
numbers for a total of no more than eight (8) characters. The ending for
the filename must be .ASC (example R0121410.ASC).
b. OUT FILE - This file should contain a listing of all points that differ
between the ASC File and the plans. This list should equate which point
numbers in the Out File correspond with point numbers in the plans. Also,
the file should contain a list of all points which are not shown in the plan,
such as survey control and centerline station point numbers.
c. RlGHT-OF-WA Y PLANS - One set of blue line right-of-way plans.
d. Survey control packet.
e. Provide a plot of all existing property corners recovered during the field
survey.
2. Terrain (Profiles and Cross Sections)
a. Hard copy printouts of all profiles and cross sections. (These should show
the station number, profile elevation, and the elevation and offset distance
of each cross section reading).
b. One set of blueline preliminary construction plans showing the
construction centerline and plots of all cross sections for the mainline and
crossroads.
.
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EXHIBIT "A"
c. Paper plots of all Digital Map Models (DMM - random points and break
lines) and Digital Terrain Models (DTM - triangle network) used for
obtaining cross sections and profiles.
d. Survey control packet.
The centerline shall be staked and marked by the CONSULTANT as previously
defined, prior to any field checks. The CONSULTANT shall be responsible for the
accuracy of all field data. The detennination by the DEPARTMENT that randomly
checked points are within acceptable DEPARTMENT tolerance does not mean that
all data has been accepted by the DEPARTMENT as meeting agreement
specifications.
II. PHOTOGRAMMETRIC MAPPING ACTIVITIES
.
Photogrammetric mapping is an acceptable remote sensing technology for compiling topographic
(planimetric and terrain) data. However, only data that can meet the accuracy standards as defined
in Section I.H. "Field Surveys - Random Field Check" of this phase can be gathered
photogrammetrically. The mapping limits shall be defined as those required to design the
PROJECT. The mapping scale for this PROJECT is described in Appendix A.
The primary horizontal and vertical control traverses established for the PROJECT are to be used as
the principal control for all field and photogrammetric survey activities.
All photogrammetric data must be compiled and processed in accordance with the
DEPARTMENT'S Electronic Data Guidelines and Guidelines for Processing Survey Data in
CAiCE.
The CONSULTANT shall furnish electronic mapping of the PROJECT(S) identified by this agreement. The
CONSUL T ANT will also furnish any other electronic topographic data required for the design process, i.e.,
digital terrain modeling, cross sections and relevant field survey data.
The coordinate datums used by the CONSULTANT for the mapping shall be the State Plane,
Georgia Coordinate System of 1985 - NAD 83/94 adjustment and the North American Vertical
Datum (NA VD) of 1988.
.
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EXHIBIT "An
There are two methods of compiling electronic photogrammetric data: PLANIMETRIC/CROSS
SECTIONS and PLAlNMETRIC/DTM. There are differences between these two methods.
When compiling data in the PLANIMETRIC/CROSS SECTION method flow arrows, ridgelines,
and spot elevations along with all other planimetric features shall be gathered. The designer will
then use the planimetric data to establish roadway alignments. CROSS SECTIONS can then be
measured from these alignments.
When compiling data in the PLANlMETRIC/DTM method all planimetric features will be
gathered except flow arrows, ridgelines, and spot elevation. Tree lines will be gathered to aid the
field crew in locating OBSCURED AREAS. Planimetric mapping of all cultural features whether
natural or manmade shall be gathered.
.
The CONSULTANT shall provide the following planimetric map data:
1. The State Plane Coordinate Grid System shall be included and properly oriented
in the map database. Approximately twenty-five (25) percent of the grid ticks
shall be labeled with their coordinate value.
2. All primary survey control points (horizontal and vertical) shall be included and
identified in the map file.
3. The map shall contain all planimetric features. This includes all land use
features, such as buildings, lakes, rivers, streams, canals, ditches, reservoirs,
trails, roads (highways), railroads, quarries, borrow pits, cemeteries and orchards.
Also included shall be the type of telephone, telegraph, and electric power
transmission lines and their poles and towers, fence lines, tree lines, billboards,
walls, bridges, tunnels, piers, retaining walls, dams, power plant transformers and
other substations, transportation terminals, airfields, and storage tanks.
4. An adequate number of spot elevations shall be provided to define all terrain
slopes and grades. These elevations should be placed on existing roads, streets,
bridges, railroads and any other paved areas within the mapping corridor.
Elevations shall also be shown on hilltops, in saddles, at the bottom of
depressions, and at 50 foot intervals along streamlines, ridgelines and drain lines.
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..
Water level elevations shall be shown in the center of small lakes, small
reservoirs and ponds. Terrain that is obscured by vegetation, water or under
construction shall be identified with a polygon and labeled in accordance with the
DEPARTMENT'S Electronic Data Guidelines.
5. All drainage areas included within the mapping limits shall be delineated by
ridgelines, flow arrows and drain lines. Spot elevations shall be provided at least
every 50 feet along all ditches and drain lines.
6. Symbols, names and line fonts used to define planimetric and topographic
features shall be in accordance with symbols designated by the DEPARTMENT.
Each drainageway shall be located on the map and their courses defined as they
meander along the ground. Streams or drainage ditches averaging more than
0.003 foot in width on the map shall be shown by two symbolized lines. Other
streams and ditches shall be shown as a single symbolized line. All line-like
features, such as highways, railroads, telephone and electric power transmission
lines, fences, curb and sidewalk lines and so forth, shall be gathered. The names
of State and Federal highways, paved and unpaved roads, rivers, streams,
railroads and other features of importance shall be included in the map database.
The font type and size for all labeling shall be defined by the DEPARTMENT
and shall not interfere with any map features.
7. Cross sections shall be provided by conventional or DTM processes. The limits
of the cross sections shall be defined as that which is required to design the
PROJECT. However, the minimum cross section length shaH be 200 feet left
and right for the mainline and 150 feet left and right for all crossroads.
a. The cross sections shall be measured at a minimum of 50 foot intervals along
all alignments. Additional cross sections shall be measured at all significant
changes in the terrain slope.
b. The measurement of terrain elevations along the cross sections shall not
exceed 50 feet.
c. The cross sections for each alignment shall be stored in independent files and
be appropriately labeled by alignment or route name.
.
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EXHIBIT "An
.
The CONSULTANT shall provide the following Digital Terrain Model (DTM) Map
Data:
1. Terrain elevations (X, Y, Z coordinates) in the amount necessary to produce an
electronic map which meets American Society of Photogrammetry and Remote
Sensing (ASPRS) CLASS I standards. The vertical accuracy requirements of
points shall meet ASPRS Standard Class I for a 1 foot contour map. Data
gathered for a DTM must include lines of discontinuity that define all terrain
breaks, and the database must also be densified with random elevations that do
not exceed a 150 foot grid. The DTM shall not be created from cross sections.
.
2. Terrain areas which cannot be gathered photogrammetrically shall be defined
in the DTM file and in the Planimetric file with a closed polygon. In the DTM
file this polygon shall be collected in a manner that creates a profile of the
terrain which encompasses the obscured area. Text will be placed in each
polygon, in the Planimetric file, to identify the area as obscured. This will aid
field crews in locating and enhancing these areas in order to provide a complete
DTM database.
The CONSULTANT shall compile all electronic photogrammetric data in accordance
with, and meet, the ASPRS ACCURACY STANDARDS FOR LARGE SCALE MAPS-
CLASS I. The aerial photography scale that shall be used for photogrammetric data
collection will be ] :3000, unless otherwise approved by the DEPARTMENT.
The CONSULTANT shall perfonn field survey checks of horizontal and vertical points
to insure the mapping data meets ASPRS CLASS I standards. These check points are
only to be used as a measure of accuracy and are not to be used as a part of the mapping
control. The check survey data and notes are to be provided to the DEPARTMENT.
The CONSULTANT shall deliver electronic mapping and related data that is fonnatted to
be compatible with the DEPARTMENTS design software. The finished maps and all
related items or products shall become the property of AUGUSTA and shall be delivered
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06/14/99
EXHIBIT "A"
in accordance with the terms of this agreement. All information and material provided to
the CONSULTANT by AUGUSTA and the DEPARTMENT shall also be returned at the
completion of the agreement. The CONSULTANT shall also be prohibited from
retaining, either for its own use or sale to others, copies of mapping produced or any
related data produced or obtained as a result of this agreement. All mapping and terrain
data shall be delivered to AUGUSTA on compact disks (CD).
III. AERIAL PHOTOGRAPHY
All aerial photography used by the CONSULTANT for collection of design related data on
AUGUSTA projects must meet the following minimum standards, unless otherwise approved by
AUGUST A:
1. Be photographed with an aerial camera with a 6" focal length that has been calibrated
within the past four (4) years. A current calibration report shall be provided.
2. Be photographed with KODAK Double X Aerographic (#2405) film or equivalent, as
approved by AUGUSTA.
3. Be flown at a scale of 1 :3000 (I" = 250'), unless otherwise approved by AUGUSTA.
4. Meet the same aerial photography standards as defined in the U.S. Department of
Transportation, Federal Highway Administration, Surveying and Mapping Manual dated
November, 1985.
5. All aerial photography, diapositives, bridging data and photo control created as part of
this agreement shall be the property of AUGUSTA.
6. Each photograph shall be numbered with the following information: date, scale,
consultant code, county code - route number, flight and photo number. All numbering
shall be done with materials that are permanent.
IV.
DATA PROCESSING
The CONSULTANT shall process the field survey and photogrammetric mapping data in
accordance with the DEPARTMENT'S Guidelines for Processing Survey Data in
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CAiCE. These fonnats must be compatible with the DEPARTMENT'S design system
software.
The consulting finn that provides the property, drainage and field topography data shaJl
be responsible for processing this data and assembling the final database.
CONSULT ANT DELIVERABLES FOR PHASE II - DATABASE PREP ARA nON
1. Complete mapping with field survey enhancements in electronic fonnat
2. Electronic data, hard copy printouts, and plans for checking right-of-way, terrain, and survey
data.
3. Digital Map Model (DMM) data base files
4. Survey Control Package
PHASE Ill- ENVIRONMENTAL ASSESSMENT
This scope of services describes the work effort and responsibilities required to perfonn environmental
analysis for the widening and improvement of Wrightsboro Road.
The scope of services is comprised of the foJlowing phases and tasks: SEE INSERTS
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EXHIBIT A
SCOPE OF WORK
PROJECT STP- "100 I (q), e ~c~(,v..o~C> COUNTY
P.I. NO. Z5'~5l0
The CONSULTANT shall perform environmental analysis which shall include the production of
an environmental document (Categorical Exclusion, Environmental Assessment/Finding of
No Significant Impact (FONSD, Section 4(f) Evaluation, or Environmental Impact
Statement (EIS) - Note, you will need to specify the type of document) acceptable .to the
Federal Highway Administration (FHWA). The PROJECT begins ....
In developing all reports, the CONSULTANT shall utilize MicroSoft Word (Version 6 or above).
Along with submittal of all final documents, the CONSULTANT shall provide the
DEP ARTt\lfE~l !\Va copies of the disks containing the documents and an index of what is
located on each disk.
PHASE I: PRELI1VIINARY ANALYSIS
The DEPARTMENT shall furnish the CONSULT A1\IT, if applicable to the project, the following
material along the PROJECT corridor. ,(NOTE: the following is a list of everything that may
be furnished to the CONSULTANT - this will need to be tailored to the particular project
and contract)
1. Aerial Photography on which tl1e project concept has been drawn including existing and
proposed right-of-way, and construction easements if available.
2. County Maps.
3. One full set of Contact Prints (Note: always give the consultant a full set of contact
, prints, not just every other frame) and, following the Historic Resources Survey for
eligible resources, one Contact Pnnt of each of the corresponding frames.
4. Traffic Data - Traffic volumes including truck percentage and peak hour turning
movements anticipated for the PROJECT and the XX major intersecting roadways in the
vicinity. This information shall be fo'r the build and no-build condition for 19XX and
20XX; and capacity analysis and signal cycle timings for the intersecting roadways for
both years stated above. (inside non-attainment area only)
5. Project history and planning background.
6.
Accident data for last three consecutive years of availability.
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7.
Project Concept Report.
8.
A copy of the DEP ARTMENT'S investigation of any Underground Storage Tank (UST)
or Hazardous Waste Sites undertaken for the PROJECT.
. 9. A copy of previously completed survey work for historic resources. (i.e. FaIl Line
Freeway, and Golden Isles Parkway projects)
10. A copy of previously completed survey work for archaeology resources. (i.e. Fall Line
Freeway, and Golden Isles Parkway projects)
11. A copy of the DEP ARTMENT'S Noise Impact Assessment undertaken for the PROJECT.
12. A copy of the DEPARTMENT,? Air Quality Assessment undertaken for the PROJECT.
13. A copy of the Bridge Inventory Data Listings for all eligible historic bridges within the
project corridor.
14. Attachment #'s 1 through XX which the CONSULTANT shall be given access to are
discussed herein throughout the scope of work. A copy of these forms are on file at the
Office of Environment!Location and the CONSULTANT'S office but not attached herein.
The CONSULT M'T shall perform the following preliminary analysis and the following early
project development functions to dete~ne potential areas of environmental concern.
1.
Prepare a Project Location Base Map (document size of 8Yz" x 11") which includes
project name, number and tennini, north arrow and scale, utilizing largest scale available,
i.e. Georgia Department of Transportation (GDOT) County Map, City Map or United
States Geological Survey (USGS) Quadrangle Map.
2.
Prepare and transmit (upon DEPARTMENT approval) early coordination letters to
appropriate Federal, State and local agencies. (For a copy of the standard coordination
list and merge letter, refer to Attachment #1.) A copy of the responses received from all
early coordination leners shall' be' provided to the DEPARTMENT for review. The
CONSULTANT shall prepare responses (upon DEPARTMENT approval) to all
substantive comments received. Responses to comments shall be included in the
environmental document.
3.
Review Floodway or Finn Maps (National Flood Insurance Program) to identify possible
flood way or floodplain involvement. If there is regulatory floodway involvement,
prepare and transmit (upon DEP ARTIvfENT approval) early coordination lener to the
Federal Emergency Management Administration (FEMA) (refer to Attachment #2).
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4.
Review aerial photography for potential fannland involvement in accordance with the
Fannland Protection Policy Act. If there is involvement, complete Sections L ill and VI
of the Fannland Conversion Impact Rating. . If Section VI is less than 60 points,
document project files. If Section VI is greater than 60 points, send the rating form and a
copy of Soil Conservation Map or topographical map showing the project alignment
(upon DEPARTMENT approval) to the U.S. Soil Conservation Service (SCS) for
coordination (refer to Attachment #3).
PHASE ll: DATA GATHERING AND ANALYSIS
The CONSULTANT s~all gather ancl analyze' social, economic and environmental data to
determine if modifications in the project location are necessary to meet requirements of various
federal laws. The CONSULTANT shall notify the contract manager prior to any field
survey and inform himlher of who ~ill be doing the survey, the type of survey, and the
date(s) the survey is to be conducted. The CONStJL T A.NT shall perform the following tasks
in accordance with the approved FH\V A arid DEPARTMENT directives:
1. Need and Purpose
The CONSULTANT shall research and develop a need and purpose statement for use in
the environmental document containing discussion of the following items:
A.
Deficiencies in the eXisting system (i.e. summarize existing and proposed traffic
(design year) and if safety is an issue report accident data for the most recent last
three year period and statewide averages for comparable routes);
B. Relationship to locally adopted plans, i.e., transportation (panicularly in
urban/urbanized areas if PROJECT is a pan of the Transportation Improvement
Program [TIP]), land use, and comprehensive development;
C. Other transportation projects in th~ vicinity of proposed PROJECT;
D. Social and economic development in the area (if Governor's Road Improvement
Program (GRlP) project, discuss purpose of GRlP system); and,
E. Justification of the PROJECT'S logical termini and independent utility.
2.
Air Quality - INSERT AIR/NOISE DISK
3.
Noise -INSERT AIRlNOISE DISK
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4. Farmland
If the total of Section VI of SCS Form AD.! 006 resulted in less than 60 points, no further
analysis is required. If coordination with SCS was necessary, complete the Farmland
Impact Rating Form. If total project score is greater than 160 points, additional
alternatives will be considered by the DEPARTMENT to reduce impacts. Coordination
of the need to consider additional alternatives shall be done by the CONSULTANT with
the DEPARTMENT.
5. Natural Resources and Energy S,upply
Research project area for potential natural resources which couJd be affected by the
PROJECT, i.e. mining operations, mineral reserves, and power generation.
6,
Threatened and Endangered Species
The CONSULT Iu~T agrees to have the work performed by a qualified ecologist. The
CONSULT 1u"IT shall perform all data collection in the following phases:
,
A. Background Research
Prior to field survey to identify federally listed or proposed threatened and
endangered species, candidate. species, and federally listed species of concern,
existing Survey Corridor environmental data must be examined. Such data, where
available, shall include Survey Corridor information supplied by the
DEPART~NT including location maps and aerial photography.
Environmental background data, for federally listed or proposed threatened and
endangered species, canilid~ite species, and federally listed species of concern,
shall include a review of data regarding those species. The most recent protected
species lists issued on a county by county basis by the U.S. Fish and Wildlife
Service Brunswick Office shall be researched and a determination shall be made
of any such species whose range includes the Survey Corridor. Utilizing existing
environmental data (aerial photographs and various maps including topographic,
vegetation, National Wetland Inventory, geological and soils maps), a
determination shall be made as to the presence of supportive habitat of those
species within the Survey Corridor. This research should provide information
required to determine the likelihood of locating a particular species within the
project corridor and, if so, where it would most likely occur. Other potential
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resources to consult for presence of federally listed or proposed threatened and
endangered species, candidate species, and species of concern, include the
Georgia Department of Natural Resources (GDNR) Wildlife Resources Division
Georgia Natural Heritage Program.
B.
Field Work
Regardless of the results of the background research, the Survey Corridor shall be
field surveyed and ground truthed for federally listed and proposed threatened or
endangered species. candidate species. species of concern and their habitats; and
general habitat types so that a brief prose description of each may be included
within the report. For projects that include new location alignments, mapping of
the habitat types accompanied by site specific descriptions of the conq,itions
within each habitat shalJ be included within the report, aerial layouts and maps.
Impacts to habitat potentially utilized by ~eotropical and migratory bird species
shall be identified durin'g field surveys for inclusion in the habitat discussion in
the ecology report.
The CONSULTA.Nl shall notify the contract manager prior to any field survey
and inform himlher of who will be doing survey. the type of survey. and the
date(s) the survey is to be conducted.
All habitat capable of supporting federally listed or proposed threatened or
end~gered species. candidate species, and species of concern shall be thoroughly
examined for such speCIes and any such species identified or sighted shall be
noted and their locations field mapped on aerial photography and the contract
manager notified. The extent of any plant communities or animal nesting sites
occupied and/or utilized .by such species shall be mapped on aerial photography,
and the dates of performed field surveys shall be documented in the report. This
survey must be performed during the appropriate time of year for the species to be
reasonably encountered; that is, survey work must be coordinated with vegetation
growing/flowering seasons and periods of wildlife activity. As soon as impacts to
protected species or their habitats have been identified and quantified, the
CONSULTANT shall notify the contract manager of any possibilities to avoid or
minimize the identified impacts before the final report is prepared and so that the
DEPARTMENT may initiate Ii Section 7 consultation with the U.S. Fish and
Wildlife Service if necessary.
A voidancelMinirnization Measures:
After all of the potential ecological impacts within the project corridor have been
identified and mapped, the CONSULTANT shall notify the contract manager of
any possibilities to avoid or minimize the identified impacts. The contract
manager will provide the CONSULTANT with information about design
constraints that justify the project alignment. If a shift in the project alignment to
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reduce impacts then proves to be feasible and a revised project alignment
constituting no more than ten percent of the project length is developed by the
DEPARTMENT, the CONSULTANT shall investigate and report on the
environmental conditions associated with the shifted alignment according to the
methods described in this SCOPE OF WORK. (Also refer to
AvoidancelMinimization Measures as described below.)
D.
Deli verables/Report Preparation
Deliverables and a report must be prepared sufficient to satisfy the requirements
of the Scope of Work. The report shall be titled, "Ecology Assessment: Survey
for Fede~ally Protected Species" hereinafter referred to as the report. The report
shall contain a description of the Survey Corridor; a description of the background
research carried out; the survey requirements; the survey techniques utilized for
federally listed specie~; and the results of the surveys. (If surveys for
wetlands/non-wetland waters of the U.S. are included in this scope of work, the
two reports shall be combined. into one report titled, "Ecology Assessment:
Description of Jurisdictional Wetlands and Surveys for Federally Protected
Species".)
Graphics: For projects which widen existing alignments, the proposed alignment
shall be graphically represented on 1 "=2000' USGS quad based maps so as to
clearly illustrate where symmetrical, left or right-hand placement of the widening
would occur. The graphic rendering of the proposed alignment shall not be so
coarse as to visually obstruct important terrain or environmental mapping features.
The use of 1/16 inch diameter, transparent, fine black dashed striping is
recommended in this regard. The graphics included in the project report shall not
use any color coding systems which would require color pho.tocopying for any
subsequent submittals to reviewing agencies.
In addition to the items previously discussed, items which must be satisfied as part
of the Deliverables and report submission include the following:
1)
Project Layouts on Aerial Photos: A clean set of aerial photo-project
layouts, undamaged by field use, with clear labeling and delineation of
occupied or utilized habitats and sightings of federally listed or proposed
threatened and endangered species, candidate species, and species of
concern. Aerial photo-project layouts shall be labeled with landrpark
positions that indicate 'habitat and sighting locations in relation to the
project corridor. Graphic labeling shall correspond to any maps included
in the completed report.
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2)
General Description of Project Corridor and Surveys Conducted: A prose
description of the Survey Corridor; date and time of surveys conducted;
survey techniques used (including background research and survey
requirements), and the general habitat types within the corridor. The
ecologist should use professional judgment in describing each habitat type,
taking into consideration factors such as: age, species diversity, landscape
position, wildlife quality, greenbelt corridor positioning, disturbance,
unique habitat, threat of encroachment, and pre-existing impact by
pollution.
3) Description of Natural History of Federally Listed and Proposed
~eatened or Endangered Species: A brief prose description of each
federally listed and proposed threatened or endangered species listed for
the county shall include the species range and suitable habitat for growth
or suitable habitqt for foraging and nesting. The field survey shall include
species of concern but they shall not be discussed in the report unless there
is reason to believe that an upgrade to the "proposed" status is imminent.
4) Discussion of Results of Survey for Protected Species: A description of
any occupied or utilized habitats or sightings of federally listed or
proposed threatened and endangered species, candidate species, and
species of concern, and also habitats potentially utilized by neotropical and
migratory bird species.
A voidanceflv1ini~zation Measures for Protected Species: Discussion of
design measures to avoid and/or minimize impact to threatened or
endangered species shall include the location of limiting factors such as
historic district'S, residences, businesses, cemeteries, railroads,
transmission lines, and. design factors such as cost and horizoDtal and
vertical alignment. This discussion shall not necessarily include species of
concern unless there is reason to believe that an upgrade to the "proposed"
status is imminent.
6) Project Map of Potential Ecological Impacts to Federally Protected
Species: A project map in 8V2" x 11" format, based on USGS 1" = 2000'
topographic quad sheets, which shows the Survey Corridor and clearly
indicates the extent of habitats utilized and/or occupied by federally listed
or proposed threatened or endangered species, candidate species;. and
species of concern which would be affected by the PROJECT.
Impacts to habitat potentially utilized by neotropical and migratory bird
species shall be included in the map. (Refer to Attachment VI for example
of the map format).
7)
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Other: Full copies of all project field notes. Originals of all maps
prepared for the report shall be provided to the DEPARTMENT.
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One copy of the Ecology Assessment and supporting aerial photo-layouts and
graphics shall be submitted in draft form for comments and corrections after
which four copies of a final report shall be submitted.
Wetlands - INSERT WETLANDS DISK
8.
Floodplains
,
A. If there is floodplain or f100dway involvement, prepare maps for use in document
(refer to Attachment #6); .
B. If there is longitudinal encr'oachment on any floodplain or flood way, alternatives
should be explored.
9. Water Quality
A.
Review appropriate River Basin Study (Georgia Department of Natural Resources
Publiption) for the project corridor. Detennine in which Water Quality
Management Unites) the PROJECT is located. Detennine the water quality
classification of the streams crossed by the PROJECT. Determine if there are any
surface water intakes within the project area and if any, assess the effects.
B. Detennine if any of the streams crossed by the PROJECT are classified as "wild
and scenic" or as "trout streams." If any exist, detennine necessary measures to
minimize harm and mitigation measures needed, i.e. vegetative buffer zones
would need to be maintained at the stream banks, and strict erosion and
sedimentation control measures would need to be part of the construction contract.
10. Coast Guard/Corps of Engineers Permit Applicability
A.
Detennine the need for a U.S. Coast Guard (USCG) Bridge Pennit (navig.able
waterways or tidally influenced). If pennit is required, request USCG to be a
"cooperating agency" (refer to Attachment #7).
B.
Detennine the need for an US Anny Corps of Engineers' Section 404 pennit
(waters of the United States crossings or wetland involvement). If permit is
required, request US COE to be a "cooperating agency" (refer to Attachment
#8).
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11.
Cultural Resources - INSERT CULTURAL RESOURCES DISK
12. Parkland
The CONSULT A..NT shall analyze the impacts of the proposed PROJECT on public
parkland in accordance with the following:
A. Survey the project area for any parkland of local, State or Federal jurisdiction. If
there wo~ld be any parkland invorvement, propose alternatives to the use of such
land and measures to minimize. hann.
B. If the use of parkland carnot be avoided, determine the following information for
use in the Section 4(f) Evaluation: size and location of parkland, ownership,
functions of or available activities, location and description of all existing and
planned facilities, access, usage (number of visitors), relationship to similar lands,
clauses affecting ownership, such as easements, covenants, and 'any unusual
characteristics of the parkland that may enhance or reduce its value. Prepare the
following graphics for use in Section 4(f) Evaluation: detailed map of sufficient
scale to identify the relationship of the PROJECT to the parkland.
Section 4(f) Applicability
The CONSULTANT shall analyze the impacts of the proposed PROJECT on Section 4(f)
resources in accordance with the.following:
A.
In addition to surveys for historic resources and parkland as discussed herein and
above, survey project area for additional types of Section 4(f) resources
which include wildlife management areas (only applicable if their major function
is as a waterfowl or wildlife refuge), waterfowl or wildlife refuges of local, state
or federal jurisdiction.
B.
If there would be any use of Section 4(f) land, propose alternatives to the
DEPARTMENT which would avoid the use of such land. If there are no feasible
and prudent avoidance alternatives, proposed to the DEPARTMENT measure.s to
minimize harm to the resource(s).
c:
If the use of Section 4(f) land cannot be avoided, prepare and transmit (upon
DEP ARTMENT approval) a coordination lener to the official having jurisdiction,
requesting their concurrence in the level of significance of the resource, in the
potential effects to the resource and in the proposed mitigation of effects (refer to
Attachment #35).
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D.
If the use of Section 4(f) land cannot be avoided, detennine the following
information: size, boundary and location of resource, ownership, functions of or
available activities, location and description of all existing and planned facilities,
access, usage, relationship to similar lands, clauses affecting ownership, such as
easements or covenants, and any unusual characteristics of the resource that may
enhance or reduce its value.
E. Prepare the following graphics for use in Section 4(f) Evaluation: detailed map of
sufficient scale to identify the relationship of the PROJECT to the resource, such
as schematic illustrating existing and proposed right-of-way in relation to the
resource.
14. Community Impacts
The CONSULTANT shall analyze the impacts of the proposed PROJECT on the
community and its facilities and services in accordance with the following:
A. Detennine the beneficial and adverse effects of the proposed PROJECT on the
following: neighborhoods, community cohesion, travel patterns, accessibility,
community facilities, public safety, special interest groups, in particular elderly,
handicapped, and transit- dependent groups.
B.
Detennine if there woutd be any disproportionate effects to minontles and, if
detennined necessary by the DEPARTMENT, propose mitigation measures to
avoid or minimize adverse effects in order to assure compliance with Title VI of
the Civil Rights Act of 1964. Further identify and address any disproportionately
high and adverse human health ,and/or environmental impacts on low-income and
minority populations in accordance with Executive Order 12898, Federal Actions
to Address Environmental Justice in Minority Populations and Low Income
Populations, dated February, 11. 1994 (see Attachment #36, Final Environmental
Justice Strategy). The CONSULTANT shall conduct meetings with any impacted
populations, as detennined necessary by the DEP ARTMENT and with
DEP ARTMENT personnel present, and record the impacts and benefits to the
neighborhoods and communities. The CONSULTANT shall fully explore
measures to minimize harm.
C. Detennine if there would be any effects where current or proposed pedestrian or
bicycle facilities or indications of use are identified. If any effects. such as
severing existing routes, propose alternatives to avoid or minimize effects.
The CONSULTANT shall analyze the project corridor for disproportionately
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15.
Relocations
The CONSULTANT shall analyze the relocation impacts of appropriate alternates in
order to assure compliance with Uniform Relocation Assistance and Real Properties
Acquisition Act of 1970. If the proposed PROJECT would result in displacements, the
CONSULT ANT shall prepare a Conceptual Stage Study for use in the environmental
document. The Conceptual Stage Study shall be prepared in accordance with the Office
of Right-of-Way procedures (refer to Attachment #37). The CONSULTANT shall use
the format as provided for the preparation of the written document (refer to Attachment
#38).
The CONSULT ~ shall provide .the DEPARTMENT with a draft copy of the
Conceptual Stage Study for review and comment. Upon approval, the Conceptual,Stage
Study shall be incorporated into'the enyironmental document.
16. Land Use
The COI\SLTLT.A.NT shall analyze the impacts of the proposed PROJECT on land use in
accordance with the following:
A.
Determine existing and proposed land use in the project corridor and if the
proposed PROJECT is consistent with current land use, comprehensive
development, and transportation plans. Reference PROJECT as part of either
State Transportation IrTIprovement Program (STIP) or local Transportation
Improvement Program (TIP).
B. Determine any secondary effects which may result from implementation of the
proposed PROJECT, such as potential for planned versus unplanned growth.
17. Economic Consequences
. The CONSULTANT shall analyze the economic consequences, both beneficial and
adverse, of the proposed PROJECf"in accordance with the following:
A.
Determine the effects on the regional or local economy such as eXlstmg or
proposed development, tax revenues, employment opportunities, accessibility. and
retail sales.
B.
Determine the effects on existing highway related businesses, such as gas stations
and motels. For example, determine the effects of a bypass versus a through town
alternative.
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18.
Construction
The CONSULT ANT shall analyze the construction impacts of the proposed PROJECT in
accordance with the following:
A. Determine the temporary effects which may result during construction, such as
access and disruption of utilities.
B. Propose measures to minimize effects during construction.
19. Underground St~rage Tanks and Hazardous Waste Sites
The CONSULTANT shall summarize the DEP AR TIvIENT'S investigation of any UST
and Hazardous Waste Sites ideqtified within the project area for use in the environmental
document.
PHASE III: El'o"VIRON?vIENTAL DOCUMENT PREPARA nON AND PUBLIC
HEARING
The CONSuLT A1'\i'T shall review data gathered in Phases I and II and shall write the appropriate
environmental document (Categorical Exclusion, short form Environmental Assessment, regular
form Environmental. Assessment or EIS) in accordance with FHW A's Technical Advisory T
6640.8A (refer to Attachment #39). Formats for each type document are numbered Attachment
#'s 40, 41, 42 and 43, respectively. (Note: The above should be tailored to the specific project
in that the type of environmental document should be established. Also, there is no need to
give the consultant copies of items they will not need). The scope of work shall be in
accordance with the following:
1. Write draft environmental document and if required, draft Section 4(f) Evaluation; and
transmit three copies to the DEPARTMENT for review. Refer to Attachment #'s 44,45
and 46, respectively, for copies of Programmatic Section 4(f) evaluations for parkland,
historic sites and historic bridges'.
2. Revise draft environmental document(s) per DEP ARTIv1ENT comments and submit three
copies to the DEPARTIvfENT for review. The DEPARTIv1ENT shall transmit to FHW A.
3. Once the environmental document (EA only) is approved, a public hearing shall be
scheduled. If the environmental document shall be a CE, approval prior to the public
hearing is not required. The CONSULTANT shall attend the dry run for the public
hearing and prepare the hearing handout (refer to Attachment #47). Submit the handout
for DEPARTMENT review. Once the handout is approved, print the appropriate number
of copies that was determined at the dry run.
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4.
Attend the location and design public hearing as the environmental specialist answering
questions which may arise from the public.
5.
Following the hearing and 10-day comment period, summarize the comments received
and prepare written response letters to all who commented. Submit letters to the
DEPARTMENT for review. Upon approval by the DEPARTMENT, transmit response
letters.
PHASE TV: ALTER.NATE SELECTION AND FINAL ENVIRONMENTAL
DOCU1\1ENT
(NOTE: The following 'paragraph will need to be revised according to the type of doc1Jment
being prepared)
Following the public hearing and cOnID1ent period, the DEP ARTMEI\l"T shall make a Final
Alternate Selection. Following alternate selection, the CONSULTANT shall prepare the final
environmental document. Finalize the CE, finalize the Draft EIS, or if an EA was submitted,
prepare a FONSVAddendum (refer to Attachment #48). If a FONSVAddendum is prepared, it
shall be in accordance with the following:
1.
Write final environmental document and final Section 4(f) Evaluation if required. Attach
certificate of compliance to the environmental document to certify compliance with 23
USC 128, pU,blic hearing requirements (refer to Attachment #49). Transmit three copies
of the environmental document to the DEPARTMENT for review.
2. Revise final environmental document per DEPARTMENT comments and submit three
copies to the DEPART1vIENT ,for review. The DEPARTMENT shall transmit it to
FHW A for review and/or approval. .
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The CONSULTANT agrees that all archaeological resource work within the Scope of Work shall
be performed by a Principal Investigator who is a qualified archaeologist and meets the U.S.
Secretary of Interior's standards for professional qualification as set forth in 36 CFR Part 66,
__Appendix C [Federal Register 42(19): 5382- 5383]. This Scope of Work provides for the
-archaeological site identification survey (phase I) and testing/evaluation (Phase IT)
of potentially eligible National Register of Historic Places (NRHP) archaeological sites located
. within the proposed PROJECT corridor; an evaluation of avoidance alternatives for potentially
eligible NRHP archaeological sites; and the preparation of "Requests for Determinations of
Eligibility" (DOEs) for those sites recommended as eligible for the NRHP as a result of testing
conducted under this agreement.
The CONSULTANT agrees to perfonn, the hi$tooc resource work in accordance with the
"Georgia Department ofTransponation/Federal Highway Administration (GDOT/FHW A)
Historic Resources Survey Guidelines" [History Attachment 1] by experienced qualified staff
with degrees in History, Historic Preservation, or a closely allied field with a background in
architecrural history or preservation plahning. Within the PROJECT's area of potential effect
(APE), the CONSULTANT shall perform a historic resources survey to evaluate all resources 50
years of age or older for their eligibility for listing in the: National Register of Historic Places
(NRHP). The survey shall include individual buildings, districts, multiple resource areas, b~dges
and railroads that are located in the PROJECT's APE.
Based on the results of the archaeological and historic resource surveys and after consultation with
the DEP.-\RTl'vfENl and the State Historic Preservation Officer (SHPO), if necessary, the
CONSULT M'T shall prepare a cultural resources report assessing PROJECT effects to NRHP
eligible properties for inclusion in the environmental document (in compliance with the National
Environmental Policy Act [N"tP AD, and an Assessment of Effects document for the NRHP
eligible resources identified for use in compliance with Section 106 of the National Historic
Preservation Act of 1966, as amended. These assessments of effects shall include all NRHP
eligible resources located within the PROJECT's APE. If required, the CONSULT Ml also shall
complete mitigation for adversely affected historic resource(s).
CULTURU RESOURCES PART 1: CULTURU RESOURCE
IDENTIFICA nON
ARCHAEOLOGY TASK 1: Archaeological Resource Identification and Testing
The CONSULTMl shall conduct the surveyitesting for archaeological resources in accordance
with the following:
1. Archaeological Resource Survey (Phase I)
The CONSULTANT shall perform all data collection in accordance with the
following. Depending on weather conditions and data gathered during the course of
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the survey, the CONSULTANT, in consultation with the DEPARTMENTs staff
archaeologist, reserves the right to make changes in the data collection strategy as
long as it does not affect the final desired results.
A. Background Literature Research
An extensive background literature review shall be conducted to document
previously identified archaeological sites and to delineate areas of high site
potential within and adjacent to the survey corridor, and to develop prehistoric
and historic contexts for the survey corridor. Background research shall
include a review of the computerized State site files and a review of pertinent
documents housed at, th~ H~sto.ric Preservation Division (HPD), Depanment of
Natural Resources (DNR), Atlanta. It also may include a review of pertinent
documents housed at the Map Library and the Georgia Room at the University
of Georgia, Athens; rhe Georgia Department of Archives and History, and
Surveyor General's Collection, Atlanta. The State's preservation plan (A
Vision for the Future), available at HPD, its archaeological component (A
Strategy for Cultural Resource Plan. . .), and appropriate archaeological
contexts (study units) shall be consulted. Additional, site specific researc~ at
county-level record sources including, libraries, counhouses, historical and
archaeological societies shall be conducted, as required, during the site
evaluation phase of the survey.
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B. Archaeological Survey
,
Prior to field work, the CONSULTANT shall be responsible for notifying by
mail persons owning propeny to which access will be required during the
archaeological survey. Please note that the DEP ART!vfENl in consultation
with the PROJECT's'lead Federal Agency shall conduct all early coordination
with American Indian Tribes.
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An intensive pedestrian survey shall be conducted for the entire length of the
survey corridor. Parallel survey transects and shovel tests shall be spaced at 30
meter intervals along the length of the survey corridor. Systematic shovel tests
shall be placed at 30 meter intervals or less in areas identified as having a high
site potential and where ground surface visibility is less than 75 percent.
Shovel test intervals shall be expanded or eliminated in steeply sloping terrain
(> 15 degree slope) or highly disturbed areas at the discretion of the Principal
Investigator. Shovel tests shall be generally 30 em x 30 cm in size and shall be
excavated to sterile subsoil. . Shovel tests shall be enlarged to 1 m x 1 m units at
the discretion of the Principal Investigator or as conditions warrant. Additional
shovel tests shall be excavated where micro-land forms suggest the potential
for buried cultural resources. Deep testing in areas adjacent to rivers and
creeks may be facilitated by use of hand turned augers. Metal detector
transects shall be surveyed on single or multi-component archaeological sites
that date between AD 1540 and AD 1865. Sites dating between AD 1540 and
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AD 1865 that include component(s) later than the above dates shall be metal
detected after consultation with the DEPARTMENT's staff archaeologist.
All discovered sites, structural remains, and cultural features shall be recorded
as to width, length, depth, and nature of fill. Descriptive data recorded for each
test shall include type of test (i.e. shovel test, 1 m x 1 m unit)~ topographic
location; soil color, texture, and observed anomalies; depths of soil horizons;
and the presence or absence of cultural material. A stratigraphic profile shall
be drawn for each 1 m x 1 m excavation unit. Structures, sites, stratigraphy,
and cultural material shall be recorded using standard archaeological
techniques.
. .
All excavated soil shall be screened through 0.25 inch mesh hardware cloth.
All archaeological sites sh~l be ploned on aerial photography provided by the
DEP ARTME~l and United States Geological Survey (USGS) quad sheets.
Black and white 3.5" x 5" photographs and 35 mm color slides shall be taken of
all aspects of the survey.
At each site identified during the intensive field survey, data collection (testing,
etc.) shall be sufficient to support an assessment of potential NRHP eligibility.
An evaluation of sites which are potentially eligible for the NRHP shall include
the following: (1) for widening projects, an archaeological survey of the area
on the opposite side of the road from the site equivalent to the required right-of-
way; and (2) for new location projects, an archaeological survey of an area
adjacent to the PROJECT corridor adequate to recommend avoidance
alternatives. The preceding shall be performed in consultation with the
DEP ARTMENTs staff archaeologist.
II.
Archaeological Testing (Phase II)
The CONSuLT ANT shall perform 'all data collection in accordance with the
following. Depending on weather conditions and data recovered during the course
of the testing, the CONSULT M"T in consultation with the DEPA.RTME~'Ts
staff archaeologist, reserves the right to make changes to the testing strategy as
long as it does not affect the final results.
A. Procedures For Addressing' American Indian Interments and Discovered
Historic Graves/Burials.
1. Stop all work or activity in the area immediately adjacent to the burial.
2. Report the burial immediately to the on-site archaeologist in charge so
that the observation may be confirmed.
3. Notify immediately DEPARTMENT personnel, specifically the
DEPARTMENT's American Indian Liaison, Mr. Robert F. Entorf (404-
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699-4423) or the PROJECT archaeologist, Ms. Elizabeth Shirk (404-
699-6880) or the DEPARTMENT's Environmental and Location
engineer, Mr. David E. Studstill, P.E. (404-699-4401).
4. Protect by reasonable means any aboriginal, prehistoric, historic or
American Indian remains, securing the area from unauthorized
personnel or activity.
5. The CONSULTANT shall refrain from discussing the presence or
absence of American Indian Burials with the news media or general
public without prior consultation with the DEPARTMENT's
Environmental and Location Engineer.
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B. A testing program of potentially eligible NRHP archaeological sites shall be
conducted. The testing strategy for each site shall be developed in
consultation with the DEPARTMENT's staff archaeologist (note: I m x I m
test units can be excavated during Phase I survey at the discretion of the
Principal Investigator). The testing strategy will include at a minimum close
interval shovel testing to define site boundaries, and the hand excavation of
formal test units (1 m x 1 m, I m x 2 m, 2 m x 2 mete.). The test unit
locations will be at the discretion of the Principal Investigator in consultation
with the DEPARTMENT's staff archaeologist. All test units will be excavated
to a minimum of 5 cm into culturally sterile subsoil clay (a minimum of 10 cm
into sterile depositional deposits, such as are found in floodplains and
terraces).
C. All discovered archaeological features shall be recorded as to width, length,
depth, and nature of fill. Descriptive data recorded for each test shall include
type of test (i.e. shovel test, 1 m x 2 m unit); topographic location; soil color,
texture, and observed anomalies; depths of soil horizons; and the presence or
absence of cultural material and features. A stratigraphic profile shall be
drawn for each excavation unit. Structures, sites, stratigraphy, and cultural
material shall be recorded using standard archaeological techniques.
D. All excavated soil shall be screened through 0.25 inch mesh hardware cloth.
'Whenever subplowz'one midden is encountered, a 10 liter soil sample will be
recovered from each level in the midden for flotation and micro-artifact
analysis. All archaeological sites shall be ploned on aerial photography
provided by the DEPARTMENT and USGS quad sheets. Black and white
3.5" x 5" photographs and 35 mm color slides shall be taken of all aspectS of
the survey. Data collection (testing, etc.) shall be sufficient to support an
assessment of NRHP eligibility.
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E. Evaluation of archaeological sites recommended potentially eligible for the
NRHP shall also include the following: (1) for widening projects, an
archaeological survey of the area on the opposite side of the road from the site
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equivalent to required right-of-way; and (2) for new location projects, an
archaeological survey of an area adjacent to the PROJECT corridor adequate
to recommend avoidance alternatives. The preceding shall be performed in
consultation with the DEPARTMENT's staff archaeologist.
m. SurveyffestinglEvaluation Objectives
The CONSULTANT shall adopt the following survey/testing/evaluation objectives for
the PROJECT:
A. Provide accurate and reliable location of cultural resources in the PROJECT
area including an ac~urate.and concise map of all archaeological sites,
structures, and features. These shall also be plotted on the aerial photography.
. .
B. Provide an evaluation of NRHP eligibility for all identified archaeological
resources.
C. Provide sufficient data to assess avoiqance alternatives for potentially NRHP
eligible resources [see CR Part 1, Archaeology Task 1: (mCE)J.
D. Provide recommendation for mitigation if avoidance is not possible.
.~
IV. Data Anal ysis
The CONSULT A..NT shall use standard artifact analysis procedures for the PROJECT
and the following points shall be adhered to:
A. All artifactual materials shall be washed cleaned or otherwise stabilized and
cataloged in a professionally acceptable manner and the original and two (2)
copies of the catalog must"accornpany the collection. Artifacts requiring
special conservation (i.e., wood, metal, and shell) must be properly treated.
Parts of the collection requiring special curation conditions (e.g., climate
control) must be identified and packaged separately from the remainder of the
collection.
B. Artifacts must be packaged in interlocking, heavy-duty plastic (minimum 3
mm thick) bags or small archival boxes. Each bag must be properly labeled
with catalog number, field context identification and other requisite
information. The same printed information must be inserted into the bag on a
separate piece of paper. Each bag shall have a hole punched in one side to
allow for ventilation.
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C. All archaeological collections including artifacts and records must be packed
in Hollinger archival boxes, 15" x 12" x 10", with each box properly labeled
front and back. (Boxes will be supplied by the DEPARTMENT.) Records
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must be boxed separately from their associated artifacts. The contents of
each box cannot exceed thirty (30) pounds in total weight.
D. Originals and two (2) photocopies of all field and laboratory notes, drawings,
and photographs shall be submitted to the DEPARTMENT. These records
must be packaged separately from the artifacts. All photographs,
accompanying negatives, and other photographic materials must be placed in
archival quality sleeves. All field and laboratory records must be on acid-free
paper or placed within acid-free folders. Any electronically stored data (e.g.,
computer discs) must accompany hard copies of the records and be identified
as to the requisite software, operating system, disk density and computer
type.
E. A detailed inventory of ail excavation and analysis records must accompany
the collection and be submitted in triplicate.
v.
Surveyrresting Report Preparation
Within two (2) weeks after completion of the fieldwork and prior to preparation of
the survey and testing report, the CONSULTANT shall prepare a Progress Report
of the results of the archaeological investigations for subminal to the
DEPARTIvfENT. The Progress Report shall include sufficient information to
allow development of alternatives for avoidance of potentially NRHP eligible
archaeological resources. After review and approval of the Progress Report by the
DEPARTIvfENT, the CONSULTANT shall prepare an Archaeological Resources
Survey and Testing Report using reporting procedures in accordance with
standards acceptable to appropriate State and Federal review agencies, as
determined by the DEP ARTM:E~"T. These shall include "Archaeological
Assessment Report Guidelines and Components" (HPD, DNR) and the Secretary
of the Interior's Standards and Guidelines [Federal Register 48(190): 44734-
44737]. A draft report (and five [5] copies) on the conduct of the proposed
research shall be prepared for review by the DEPARTMENT within sixty (60) days
after completion of field work. After acceptance by the DEP ARTME1\rr, fifteen
(15) copies of the final report shall be submitted for review and acceptance by the
DEPARTMENT within thirty (30) calendar days after receipt of comments by the
DEPARTMENT. The report shall adhere strictly to the requirements set forth in
this Scope of Work and shall include an historical overview of the PROJECT area,
with a thorough treatment of field survey/testing techniques. Documentation of the
archival survey shall include a description of the methodology employed,
identification of the types of equipment employed, number of personnel, a
definition of "site" and "isolated find" used for the purposes of investigation, a
description of environmental characteristics of a high sight probability area, and a
resource specific assessment of the data with recommendations for avoidance or
additional investigation in the event that avoidance is not an option. Base maps
containing site location data shall be submitted with the report to assure precise
relocation. All archaeological sites, features, structures, etc. shall be plotted on
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aerial photography and layouts. A statement of the NRHP eligibility for each
resource and supponing documentation shall be included in the report. The
Principal Investigator shall sign each copy of the report. An original and one (1)
photocopy of the state archaeological site form shall be submined for each site
located during the archaeological survey.
Completion of "Requests for Determinations of Eligibility" (DOEs)
A. Preparation of DOEs
The CONSULTANT shall prepare, as required, a DOE utilizing a Request for
Determination of Eligi]Jiliry F,orm [Archaeology Attachment 1] for each site
tested under this agreement and recommended eligible for the NRHP:
Multiple resource DOE(s)' will be prepared in consultation with the I
Department's staff archaeologist and historian. The CONSULTANT will
complete a DOE Farm for these resources that shall detail the following:
1. Requesting Agency;
2. Site Name and State or Instirutional Site Number;
3. Location;
4. Property Owners Name and Address;
5. Representation in Existing Surveys;
6. Site Description;
7. Significance;
8. BibliogTaphy;
9. Geographical Data, Maps and Acreage; and,
10. Name, Title, Firri1 arid Address of Firm Preparing Documentation With
Vita of Key Personnel (P.I. and Author) Attached.
The following graphics shall be included within or anached to the DOE in
addition to representative photographs and the Georgia Archaeological Site
Form. All graphics shall be mounted on 8.5" x 11" paper and shall include a
North arrow, scale, and figure number,. if applicable.
11. A PROJECT location map which delineates the PROJECT termini,
PROJECT number and county, and the labeled location of the
archaeological site;
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12. A graphic delineating the site limits, the construction limits of the
PROJECT, and locations of shovel tests and unit excavations within and
around the periphery of the site; and,
13. An aerial photograph delineating the site limits.
B. Submission of DOEs
The CONSULTANT shall submit a draft copy of all DOEs with all appropriate
attachments for review and comment by the DEPARTMENT. After acceptance
of the draft DOEs bY,th~ D~P~TMENT, the CONSULTANT shall prepare
and submit four (4) fmal copies of each DOE. Only one (1) copy of each DOE
shall contain original photographs and graphics. The remaining three (3)' copies
shall contain photoco'pies of photographs and graphics. The quality of the
photocopies shall be of a grade high enough to accurately convey the
information present in the photographs and graphics.
HISTOR Y TASK 1: Historic Resource Identification
The CONSULT A.l'iT shall conduct the survey for historic resources in accordance with the
following:
1. Background Research
Prior to the field survey the following work efforts shall be accomplished:
A. The County/City surveys for historic resources on file at the Georgia
Deparunent of Natural Resourceg (DNR), Historic Preservation Division (HPD)
shall be consulted in order to locate previously identified historic resources
within the PROJECT's APE. Survey forms for any previously identified
resource(s) within the PROJECT's APE, also on file at the HPD, shall be copied
and the location(s) of the resource(s) delineated on the appropriate United States
Geological Survey (USGS) topographic map for use in the field.
B. The County listing of existing and proposed NRHP properties on flle at the HPD
shall be consulted in order to locate proposed and existing NRHP properties
within the PROJECT's APJ?', The NRHP Nomination Form(s) and the Proposed
NRHP Summary Form(s), also on file at the HPD, shall be copied for any
NRHP or proposed NRHP property(ies) located within the PROJECT's APE
and the locations of any such properties 'shall be delineated on the appropriate
USGS topographic map for use in the field.
II. Survey Methodology/Field Survey
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The field survey shall be conducted in order to identify and locate on maps and aerial
photography all proposed and listed in the NRHP properties and all buildings, bridges
and railroads (including those within possible, not yet listed, historic districts and
multiple resource areas, if any) which are 50 years of age or older. Enough information
shall be gathered to recommend each property 50 years of age or older as eligible for
listing in the NRHP or as not eligible for listing in the NRHP. The CONSULT ANT
shall notify the contract manager prior to any field survey and inform him or her of who
will be doing the survey, the type of survey, and the date(s) the survey is to be
conducted.
m. Survey Criteria
The CONSULT A..NT shall accompiish the following for each individual building,
district, multiple resource area, bridge and railroad which is 50 years of age or older
identified within the PROJECT's APE:
A. Individual Buildings
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The CONSULTANT shall complete a Georgia Historic Resources Survey Form
[History Attachment 2] for any building 50 years of age or older identified
within the PROJECT's APE. The Georgia Historic Resources Survey Manual
shall be followed for directions in completing this form. If the survey form (of
the type provided) has been completed by others as a result of a previous survey,
the form need not be completed again, but a copy shall be provided in the report.
In addition to completing the survey form, the CONSULTANT shall accomplish
the following for each individual building. The following work efforts also shall
apply to those resources for which survey forms have been completed by others
as a result of a previoLis survey. For resources proposed for listing or listed in
the NRHP, only representative exterior views and settings need to be
photographically recorded.
1. Each building shall be photographed. Photographs shall be 3.5" x 5"
black and white prints and shall be taken with a 35 mm camera. All
exterior elevations of the resource, including photographs of any
. significant or uriusual architectural features shall be photographed if the
owner pennits access to the property. If not, representative views shall be
taken from the right-of-way of the existing facility. A panoramic view
recording the building in its setting also shall be taken. Photographs shall
be numbered, labeled,-mounted on 8.5" x 11" paper and keyed to an 8.5"
x 1 I" site plan sketch.
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2. If owner access is pennitted, appropriate interior features also shall be
photographed. Such features shall include mantles, staircases,
representative photographs of historic building materials, built-in
furniture, doors, windows, and other pertinent architectural features.
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Photographs shall be numbered, labeled, mounted on 8.5" x II" paper and
keyed to an interior floor plan sketch.
3. If access is permitted, the interior floor plan of the building shall be
sketched on 8.5" x 11" paper. The floor plan does not have to be to scale
but all room divisions, fireplaces, door and window openings shall be
identified. Although the floor plan sketch need not be to scale, elements
shall be drawn in proportion to one another.
4. The location of each building shall be delineated on a USGS topographic
map and Universal Transverse Mercator (UfM) readings shall be
provided.
In addition, if the CONSULtANT is recommending the resource as NRHP
eligible, the following shall be accomplished.
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5. Based on the inspection conducted under CR Part 1, History Task 1: (III)
(A) (1-3), above, if the resource appears both to demonstrate significance
and to retain integrity, research s,hall be conducted at the appropriate
county courthouse to determine a date of construction and to establish a
proposed NRHP boundary for the resource. Research shall consist of
reviewing records at the appropriate Ta..x Assessors' Office to obtain the
current owner's name, the current legal boundary of the property, and a
date of construction. Deed research also shall be conducted to determine
tbe presence of,an intact historic boundary.
Frequently, the proposed NRHP boundary and the legal boundary of a
resource will be one in the same. If the historic acreage is not intact, a
visual boundarJ may be appropriate. For those resources that are located
on large land holdings, a visual boundary is established unless the
existing land holdings represent an intact historic boundary. In addition,
the proposed NRHP boundaries shall be drawn at the existing right-of-
way line unless vegetation (that could include a grassed lawn lacking a
visual break before the roadway) or other features associated with the
resource such as steps or walls extend within the existing right-of-way. In
, these instances,"the proposed NRHP boundary shall extend within the
existing right-of-way to include these features.
6. Based on the information obtained under item 5, above, a proposed.
NRHP boundary shall' be delineated on the aerial photography provided
that does not depict the PROJECT concept.
B. Districts
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For any historic district(s) identified within the PROJECT's APE, the
CONSULTANT shall accomplish the following:
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1. Complete a District Survey Form [History Attachment 3].
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2. Photographically record the district by taking exterior photographs of
representative architectural styles/types within the district and
representative streetscapes. The district's setting abutting the existing
facility also shall be photographically recorded thiough a series of
panoramic views.
3. Photographs shall be 3.5" x 5" black and white prints and shall be taken
with a 35 mm camera. Photographs shall be numbered, labeled, mounted
on 8.5" x 11" p,ap~r <i{ld ~eyed to aerial photography, to the extent
possible.
4. Establish and delineate the proposed 1'11UfP boundary of the district on
the provided aerial photography that does not depict the PROJECT
concept and a USGS topographic map. If the limits of the aerial
photography do not provide total coverage of the district, the boundary
shall be recorded on a city or cadastral map.
5. A site sketch shall be prepared to serve as a photograph key. The sketch
does not have to be to scale but it shall accurately depict local streets and
state/federal routes. A city or cadastral map of the area can be used in
lieu of a site sketch.
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C. Multiple Resource Areas
For any multiple resource areas identified within the PROJECT's APE, the
CONSULT A-NT shall' accomplish the following:
1. Complete a Multiple Property Survey Form [History Attachment 4].
2. As detailed under CR Part 1, History Task I: (ill)(A), (Individual
buildings), complete items 1-6, within this scope of work.
D. Bridges
The DEPARTMENT shall determine if a bridge is located on the PROJECT that
is included in the updated Georgia Historic Bridge Inventory (GHBn. The
DEPARTMENT shall provide the CONSULTANT the appropriate GHBI
documentation. For those bridges included in the GHBI only item 2, below,
shall be completed. For any bridges 50 years of age or older located within the
PROJECT's APE not included in the updated GHBI, the CONSULTANT shall
accomplish the following:
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1. Complete a Georgia Historic Bridge Survey Form [History Attachment
5].
2. Each bridge shall be photographed. Photographs shall be 3.5" x 5" black
and white prints and shall be taken with a 3S mm camera. All elevations,
the substructure, the superstructure, the approaches, and details of the
bridge railings or other pertinent features such as a bridge plate or an
incised date shall be photographed. A panoramic view recording the
bridge in its setting shall also be taken. Photographs shall be numbered,
labeled, mounted on 8.S" x 11" paper and keyed to an 8.5" x II" site plan
sketch.
. . .
3. The CONSULT A.NT shall contact the contract manager with the Office
of Environment and Location who shall provide the following ·
information needed for completion of the Georgia Bridge Survey Form:
e,
a. Name of Bridge;
b. GDOT Bridge #;
c. District;
d. Owner;
e. Date of ConstrUction if not displayed on or near bridge;
f. Number of trusses/spans;
g. Overall length;
h. Width of bridge; and
i. Truss/span type and length.
4. The proposed NRHP boundary of the bridge shall be delineated on the
provided aerial photography that does not depict the PROJECT concept.
The proposed ~"RHP boundary shall consist only of the dimensions of the
bridge unless the bridge is sited in a dramatic or unique setting which
would warrant its inclusion within the proposed NRHP boundary.
S. The location of the bridge shall be delineated on a USGS topographic
map and UTM ~eadings shall be provided.
E. Railroads
For any historic railroad corridor within the PROJECf's APE located on,
abutting, or crossed by the proposed improvements, the CONSULTANT s~all
accomplish the following: .'
1. Complete a Historic Railroad Survey Form [History Attachment 6].
2. For abandoned railroad corridors, consult The Statewide Railroad
Industry Context prepared in September 1991 by The Georgia Rails Into
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Trails Society, The Trust for Public Land, and The Georgia Department
of Natural Resources Historic Preservation Section.
3. Consult with the current or previous owner and conduct research to
determine age of line, and associated history of the company and the line.
4. Photographically record the historic railroad corridor. Photographs shall
be 3.5" x 5" black and white prints and shall be taken with a 35 rom
camera. Photographs shall include representative views of the rail bed in
the immediate vicinity of the PROJECT corridor including cut and fill
sections. Representative photographs of bridges, trestles, overpasses and
underpasses, aIfy bistpric: buildings, depots, warehouses, utility sheds, and
'any other structures related to the railroad corridor located on the length
of the line. Photographs shall be numbered, labeled and mounted on 8.5"
x 11" paper and keyed to a map that shows the total extent of the historic
corridor.
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5. Determine if portions of the line have been obliterated by construction or
development or altered by other activities and, if so, the locations of those
portions of the line. Establish and delineate the historic boundary of the
railroad (i.e. the railroad right-of-way limits) for the total extent of the
historic corridor on t<LX maps, a USGS topographic map, or other
appropriate map at a scale easily read. The proposed NRHP boundary
shall be delineated, to the extent possible. on the aerial photography
provided that does not depict the PROJECT concept.
6. The location of the historic railroad corridor shall be delineated on a
USGS topographic map and ulM readings shall be provided on the
topographic ma'p.
IV. Historic Resource Survey Report Preparation
The CONSULT A.NT shall prepare and submit a draft report for review and
comment by the DEPARTMENT containing the results of the historic resources
survey.
If no properties 50 years of age 'or older are identified, the CONSULT A.NT shall
prepare a brief report that shall include a PROJECT description, a description of
the PROJECT area. a statement of efforts made to identify historic resources apd a
statement that "no properties 50 years of age or older exist in the project's area of
potential effect." This documentation shall be submitted to the DEPARTMENl
for submittal to the State Historic Preservation Officer (SHPO) and the
PROJECT's lead Federal agency.
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After review and acceptance of the Historic Resource Survey Report, the
CONSULTANT shall prepare appropriate early coordination letters [History
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Attachment 7] for submittal to the DEPARTMENT for review. The letters shall
be addressed to the appropriate Regional Development Center (RDC), County/City
Historical Society and any known person with interest in the PROJECT and shall
request that responses be carbon copied to the Office of Environment and Location.
Following DEPARTMENT review and acceptance, the CONSULTMl shall
submit the early coordination letters to the appropriate panies previously noted.
Following the specified thirty (30) day review period, the CONSULTANT shall
provide this documentation for inclusion in the appropriate section of the 1\TEP A or
GEP A environmental document and the early coordination request and responses
for inclusion in the appendix of the NtP A or GEP A environmental document.
If properties 50 years of .age: or,older are located within the PROJECT's APE, the
CONSULTA...~l shall prepare a Survey Report. This report shall include a
PROJECT description, a description of the PROJECT area, and a PROJECT'
location map on which each property 50 years of age or older is indicated. This
PROJECT location map'shall include the PROJECT number and county; the
PROJECT P.I. number; the PROJECT termini: and North arrow and a scale.
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For each property 50 years of age or older, the report shall note its location, note its
date of construction, provide a description, make a N""RHP recommendation.
discuss its significance and integrity, describe the setting of the resource, and
provide a UTM reading. For those resources recommended NRHP eligible, the
discussion of the proposed NRHP boundary shall be included and shall consist of a
written physical description with both dimensions and physical or visual breaks as
well as a justification for. the proposal. Special attention shall be give to the
boundary fronting the roadway with a statement that it is drawn to the existing
right-of-way. roadway, or other break and why. Following the written discussion
for each resource, the CONSULT A.NT shall include the completed DNR or
DEPARTMENT survey form (or Proposed NRHP Summary Forms or NRHP
Forms. as appropriate), a site plan sketch to which the photographs taken under CR
Pan I, History Task 1: (ITI)(A-E), above, are keyed, the mounted photographs, a
floor plan if available, and the proposed l'HUU' boundary depicted on either aerial
photography, a topographical map or a cadestral map. All documentation shall be
keyed with an assigned resource number (beginning with number 1).
Following DEPARTMENT review, six (6) copies of the final survey report. one (1)
of which shall contain original photographs, shall be submitted to the
DEPARTMEN1. The photocopies in the other five (5) copies shall be of high
enough quality to accurately convey the information present.
Following review of the final survey report and at the direction of the
DEPARTMENT, the CONSULTANT shall prepare appropriate early coordination
letters [History Attachment 7] for submittal to the DEPARTMENl for review.
The letters shall be addressed to the appropriate RDC, County/City Historical
Society and any known person with interest in the PROJECT and shall request that
responses be carbon copied to the Office of Environment and Location. Following.
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DEPARTMENT review and acceptance, the CONSULTANT shall submit the early
coordination letters to the appropriate parties noted above. A copy of the survey
report shall be included for the RDC.
If responses are received which differ from the survey results of the
CONSULTANT, the CONSULTANT shall meet with the DEPARTMENT for
direction in resolving this issue. If necessary and as directed by the
DEPARTMENT, the CONSULTANT, accompanied by staff of the Office of
Environment and Location, shall field review the PROJECf with the respondent to
resolve the issue.
. . ,
CULTURAL RESOURCES PART 2: ASSESSMENT OF EFFECT~
TASK 1: Preparation of a Cultural Resources Report for Inclusion in the NEP A Environmental
Document: An Assessment of PROJECT Effects to Existing or Eligible NRHP
Resources Identified
I. Report Preparation
At the direction of the DEPARTMENT, the CONSULT ANl shall prepare a cultural
resources report [Cultural Resources Attachment 1] containing information for
inclusion in the appropriate section of the draft :N"EP A environmental document. The
report shall include the following:
A. Background research including the sources checked for identification of existing
or eligible NRHP resources prior to the survey;
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B. The results of early coordination with the appropriate RDC and historical groups
and organizations; .
C. The results of the archaeological and/or historic resources survey;
D. A brief description of each resource including information regarding the eligible
NRHP boundary and eligibility criteria;
E. An assessment detailing direct effects to each property which would or would not
occur to each historic and/or archaeological resource as a result of PROJECT
implementation in accordance with 36 CFR Part 800 including physical
destruction, damage or alteration to all or part of the property; isolation of the
property from or alteration of the character of the property's setting when that
character contributes to the property's qualification for the NRHP; introduction of
visual, audible, or atmospheric elements that are out of character with the
property or alter its setting; and, if applicable, neglect of a property resulting in.
its deterioration or destruction. The CONSULTANT shall utilize air and noise--
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studies produced in accordance with this Agreement (or provided by the
DEPARTMENT, if appropriate) in assessing air and noise effects to historic
and/or archaeological resources.
F. An assessment detailing indirect effects which that occur to historic and/or
archaeological resources as a result of PROJECT implementation also shall be
made. Support statements for the assessment of indirect effects shall include
discussions of existing and planned development and zoning in the areas of the
historic and/or archaeological resources.
G. If three (3) or more resources are affected, a summary table of effects shall be
prepared. lfless than ,thr,ee , ,the, effects shall be summarized in prose.
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H. If the effect to historic and/or archaeological resources is adverse, a discussion of
alternatives to avoid the adverse effect shall be included. The CONSULTANT
shall arrange a meeting with the DEPARTMENT to discuss avoidance
alternatives, minimization, and proposed mitigation as soon as it is evident to
the CONSULT ANT that an adverse effect would occur to a cultural resource or
if compliance with Section 4{f) would be required. If the PROJECT requires a
Federal activity, the DEPARTMENT shall notify the Advisory Council on
Historic Preservation (ACHP) through the lead Federal agency of the adverse
effect if the adverse effect cannot be avoided. The DEP ARTN1ENT shall notify
the CONSULT ANT if the ACHP wishes to be a consulting party for the purpose
of preparing the appropriate Memorandum of Agreement (MOA) for the
adversely affected cultural resources under CR Part 2, Task 1: (m, below.
1. A discussion of planning to minimize hann and, if the effect is adverse,
proposed mitigation shall be included. The discussion regarding planning to
minimize harm shall include any efforts undertaken which minimized effects to
cultural resources. Such efforts shall include, but shall not be limited to
alignment shifts, right-of-way reduction. and median reduction. If historic
and/or archaeological resources would be adversely affected, mitigation shall be
proposed in order to take into account the adverse effect on historic andlor
archaeological resources. Depending on the adverse effects, proposed
mitigation shall include, but shall not be limited to landscaping, recordation with
archivally stable photography, Historic American Buildings Standards (HABS)
or Historic American Engineering Record (HAER) Standards and relocation of
the resource.
J. A discussion of the appropriate Section 106 coordination, which shall occur
between the draft and final environmental documents, shall be included.
The following graphics shall be appended to the report:
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K. A PROJECT location map delineating the locations of the NRHP eligible
historic and/or archaeological resources. This map shall include the PROJECT'
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number and county; the PROJECT P.I. number; the PROJECT tennini; a scale
and North arrow.
L. A graphic depicting the proposed PROJECT in the area of each cultural
resource. The graphic shall detail existing and required rights-of-way,
construction limits, if available, and the eligible NRHP boundary of the
resource. The graphic shall include a label identifying the PROJECT number
and county, a scale, and a North arrow.
n. Report Submission
The CONSULTANT shall suJ:>In,it a,draft of the report with all appropriate attachments
for review and comment by the DEPARTMENT. After acceptance by the
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DEPARTMENT, the CONSULTAA"T shall submit one (1) copy of the final report to
the DEP ARTMEN"T and shail include the information contained in the final report in
the draft NEP A environmental document.
T AS K 2: Preparation of Assessment of Effects for use in compliance with Section 106 of the
National Historic Preservation Act, as amended.
NOTE TO CONSULTANT: One Section 106 document shall be prepared for both
NRHP eligible historic and NRHP eligible archaeological resources identified within
the PROJECT's area of potential effect.
1. Preparation of an Assessment of Effects
At the direction of the DEPARTMENT, the CONSULTA~"T shall prepare an
Assessment of Effects [CultUral Resources Attachment 2] for the existing and eligible
National Register cultural resources'identified within the proposed PROJECT's APE in
accordance with 36 CFR Part 800 for subminal by the DEPARTMENT to the lead
Federal agency, the SHPO and the ACHP, if applicable. The Assessment of Effects
shall utilize, as appropriate, the assessment of effects contained in the approved report
prepared under TASK 1.
If cultural resources would be adversely affected, the CONSULTANT shall prepare a
two or three party MOA depending upon the ACHP's response or lack thereof regarding
the notification of adverse effect as discussed under CR Part 2, Task 1: (n(H), for
subminal with the Assessment of Effects.
The Assessment of Effects shall include the following:
A. An introduction;
B. The need and purpose statement as provided in the NEPA environmental
document;
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C. The PROJECT description as provided in the NEP A environmental document;
D. A discussion of the survey results which shall include a brief description of each
cultural resource and its significance;
E. A discussion of the direct effects to each cultural resource (including audible
effects);
F. A discussion of the indirect effects to each cultural resource;
G. A summary of the ef~ect~ to, ea<fh cultural resource;
H. A discussion of alternatives to avoid adverse effect, if applicable; and,
1. A discussion of planning to minimize harm and proposed mitigation, if
applicable.
The following graphics shall be included in or appended to the Assessment of Effects:
J. A PROJECT location map prepared as instructed under CR Part 2, Task 1: (K);
e;
K. A graphic depicting the construction limits of the PROJECT in the area of the
cultural resource as detailed under CR Part 2, Task 1: (L); and
The following items shall be appended to the Assessment of Effects:
L. Early coordination letters, and responses. if received;
M. Photocopies of the DOEs for.the affected archaeological resources.
II. Preparation of a Memorandum of Agreement (MOA) for Adversely Affected Cultural
Resources
The CONSULTANT shall prepare either a two (2) [Cultural Resources Attachment
3] or three (3) party [Cultural Resources Attachment 4] MOA depending upon the
results of the early coordination completed under CR Part 2, Task 1: (1)(1), above, for
adversely affected cultural resources. All stipulations proposed in the Section 106
document shall be included.
m. Report Submission
-,
The CONSULTANT shall submit a draft of the Assessment of Effects with all
graphics and appendices for review by the DEPARTMENT. If required, the MOA
shall be submitted with, but shall remain separate from the Assessment of Effects.
After acceptance by the DEPARTMENT, the CONSULTANT shall submit four (4) '-
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copies of the Assessment of Effects for submittal to the lead Federal agency, SHPO,
and the ACHP, if appropriate. Only one copy shall contain original graphics. The
other three (3) copies of the final report shall contain copies of graphics of a quality
high enough that the information contained on the graphics is easily discernible. If an
MOA is applicable, the CONSULTANT shall provide three (3) copies of the MOA.
The DEPARTMENT shall notify and provide a copy of the acceptance of the
Assessment of Effects and the MOA, if applicable, by the lead Federal agency, the
SHPO, and the ACHP, if applicable, to the CONSULTANT for inclusion in the final
NEP A or GEP A environmental document.
After acceptance by the le~d F.ed~al.agency, the SHPO, and the ACHP of the above,
as applicable, the CONSULTANT shall revise the coordination section of the draft
environmental document for incl~sion in the final NEP A or GEP A environmental
documen t.
CULTlJRAL RESOURCES PART 3: mSTORIC RESOURCE l\1ITIGATION
(EXCLUDES ARCHAEOLOGICAL RESOURCES)
TASK 1: Completion of the Mitigation Stipulations for Adversely Affected Historic Resources
(Excludes Archaeological Resources)
1. Completion of Mitigation Stipulations
After acceptance by the lead Federal agency, the SHPO, and the ACHP of the
Assessment of Effects and ra~fication of the MOA, and at the direction of the
DEPARTMENT, the CONSULTANl shall satisfy all stipulations for adversely
affected historic resources contai'ned in the ratified MOA.
If Historic American Building Survey (HABS) standards or Historic American
Engineering Record (HAER) standards are required for documentation, the
CONSULTANT shall coordinate with the National Park Service (NPS) to determine the
level of documentation requir~d and shall furnish this information to the
DEPARTMENT.
If a Landscape Plan is required for documentation, the DEPARTMENT shall meet with
the CONSULTANT to determine the appropriate design and types of plant materiaI to
be used in creating the Landscape Plan, and the appropriate format for producing the
, Plan. The Landscape Plan shall be designed by experienced qualified staff with degrees
in Landscape Architecture or Landscape Design, or a closely allied field. The
DEPARTMENT shall meet with the CONSULTANf to provide direction on
completing the requirements of any other mitigation stipulations.
II. Report Submission
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Cultural Resources Scope of Work
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The CONSULTANT shall provide a draft copy of any documentation required to
satisfy mitigation stipulations for review by the DEPARTMENT.
IfHABSIHAER documentation is required, after acceptance by the DEPARTMENT,
the draft documentation shall be submitted by the DEPARTMENT to the lead Federal
agency and NPS for review. The DEP ARTI.1ENT will notify the CONSULTANT of
acceptance of the documentation by NPS or of any corrections required by NPS. The
CONSULTANT shall submit one (1) final copy of the HABSIHAER documentation
containing all originals for resubmittal by the DEPARTMENT to NPS, one (1)
photocopy of the written documentation with one set of original photographs for
submittal to the SHPO, and t)\'o ,(2),photocopied sets of the written information and
photographs for the DEPARTMENTs and the lead Federal Agency's f1les. The,
DEP ARTMENT shall notify the CONSULT ANT and provide a copy of the acceptance
of the documentation by NP5. '
If a Landscape Plan is required, after acceptance by the DEPARTMENT, the draft
Landscape Plan shall be submitted by the DEPARTMENT to the lead Federal agency
and the SHPO for review. The DEPARTMENT shall notify the CONSULTANT of
acceptance of the documentation by the SHPO or of any corrections required. Upon
acceptance by the SHPO, the CONSULT Mi shall submit two (2) sets of the original
rnylars and three (3) copies of the Landscape Plan to the DEPARTMENT for submittal
to the PROJECT Designer for inclusiori in the PROJECT construction documentation.
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Cultural Resources Scope of Work
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EXHIBIT A
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SCOPE OF WORK
PROJECTSTP-700\(:l,j 12lC"~,..u)COUNTY
P.I. NO. '2S0$IO
The CONSULT ANT shall cause to be performed the Scope Of Work as herein contained.
The CONSULTANT further agrees to have the work performed by a qualified ecologist.
It is agreed by the parties hereto that the DEPARTMENT shall furnish the following: two
copies of aerial photography of the S~ Corridor and Survey Corridor location n:aps.
The Survey Corridor is defined as ,z.u...-H3ec~ '~P. ,and is shown on
Attachment I. .
The CONSULT A..1\,T"[ shall perform all data collection in the following phases.
1.
Background Research
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Prior to field survey to ,delineate wetlands, waters of the United States, to identify
federally listed or proposed threatened and endangered species, candidate species,
and federally listed species of concern, existing Survey Corridor environmental data
must be examined. Such data, where available, shall include Survey Corridor
information supplied by the DEPARTMENT included location maps and aerial
photography.
A. Wetland and Waters of the United States: .
Preliminary research 'for wetland and waters of the U.S. identification should
include examination of'U.S. Fish and Wildlife Service National Wetland
Inventory Maps, Natural Resource Conservation Service county soil surveys,
United States Geological Survey topographic maps, and any other resources
indicated hydric soils, hydrologic regimes, and vegetation types.
B. Threatened and Endangered Species:
Environmental backiround data for federally listed or proposed threatened
and endangered spec"ies, candidate species, and federally listed species of
concern, shall include a review of data regarding those species. The most
recent protected species lists issued on a county by county basis by the U:S.
Fish and Wildlife Service' Brunswick Office shall be researched and a
detennination shall be made of any such species whose range includes the
Survey Corridor. Utilizing existing environmental data (aerial photographs
and various maps including topographic, vegetation, National Wetland
Inventory, geological and soils maps), a determination shall be made as to
the presence of supportive habitat of those species within the Survey.
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Conidor. This research should provide information required to determine the
likelihood of locating a particular species within the project corridor and, if so,
where it would most likely occur. Other potential resources to consult for
presence of federally listed or proposed threatened and endangered species.
candidate species, and species of concern, include the Georgia Department
of Natural Resources (GDNR) Wildlife Resources Division Georgia Natural
Heritage Program.
n.
Field Work
Regardless of the results of the background research, the Survey Conidor shall be
,field surveyed and ground ,tru,thep for location of wetlands; waters of the U.S.;
federally listed and proposed threatened or endangered species, candidate species,
species of concern and their habitats; and general habitat types throughout the
Survey Conidor so that a brief prose description of each may be included within the
report. For projects that include new location alignments, mapping of the habitat
types accompanied by site specific descriptions of the conditions within each habitat
shall be included within the report, aerial layouts and maps. Impacts to habitat
potentially utilized by neotropical and migratory bird species shall be identified
during field surveys for inclusion in the habitat discussion in the ecology report.
The CONSULT A1"\l'T shall notify the contract manager prior to any field survey and
inform himlher of who will be doing the survey, the type of survey, and the date(s)
the survey is to be conducted.
A.
Threatened and Endangered Species:
All habitat capable of supporting federally listed or proposed threatened or
endangered species, candidate species, and species of concern shall be
thoroughly examined for such species and any such species identified or
sighted shall be noted and their locations field mapped on aerial photography
and the contract manager notified. The extent of any plant communities or
animal nesting sites occupied and/or utilized by such species shall be
mapped on aerial photography. and the dates of performed field surveys
shall be documented in the report. This survey must be performed during
the appropriate time of year for the species to be reasonably encountered;
that is, survey work must be coordinated with vegetation growing/flowering
seasons and periods of wildlife activity. As soon as impact to protected
species or their habitats have been identified and quantified, the
CONSULT ANi shall notify the contract manager of any possibilities. to
avoid or minimize the identified impacts before the final report is prepared
and so that the DEP ARTNfENT may initiate a Section 7 consultation with
the U.S. Fish and Wildlife Service if necessary.
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B.
Wetlands:
Identification and delineation of jurisdictional wetlands shall follow the
three parameter approach as set forth in the 1987 Corps of Engineers
Wetlands Delineation Manual. All potential wetland sites identified during
the background research shall be grounded truthed and the entire Survey
Corridor shall be examined for presence of jurisdictional wetlands.
Boundaries of all wetlands identified as jurisdictional shall be mapped on
project layout aerial photography provided by the Department.
A combination of on-site field investigation and remote mappmg
examination of wetlands shall identify overall upstream wetland
size/drainage area j:ri teri a to be expressed as "isolated," "above the
headwaters" or "below the headwaters". The amount of wetland area within
the defined Survey Corrid~r, recorded in hectares and in acres; dominant
vegetation species; soil type, color and pattern; and hydrologic indicators
shall be reponed. Wetlands shall be classified according to the U.S. Fish
and Wildlife Service's system (Cowardin 1979). As soon as impacts to
wetlands have been identified and quantified, the CONSULT ANi shall
notify the contract manager of any possibilities to avoid or minimize .the
identified impacts before the final report is prepared.
Boundaries of wetlands shall be detennined by professional judgement and
observation using the 1987 Corps of En~ineer's Wetlands Delinea.tion
Manual. No land surveyor flagging of boundaries shall be required.
Professional judgem~nt shall be employed to detennine wetland functions.
A "Routine Onsite Detennination Data Form" shall be completed in typed
format for each wetland site.
c.
Non-Wetland Waters' of the U.S.: The names of streams and rivers which
are crossed, or whose tributaries are crossed by the Survey Corridor shall be
reported. All rivers, perennial streams, and intennittent streams, even when
not associated with jurisdictional wetland habitat, shall be investigated so
that a description of the channel substrate, bed and bank dimensions and
morphology, representative depth of water, and the adjacent vegetation
cover can be made. Each river or stream reported shall also be classified in
terms of its upstream drainage area, as being "above the headwaters" or
"below the headwaters".
All natural and man made ponds, lakes, mine pits, or any other waters of~e
United States shall be investigated so that descriptions can be made. The
surface area dimensions of such waters of the United States to be impacted
within proposed project rights-of-way shall be investigated and reported.
Whether ponds or lakes are natural or man made, and whether they are man
made and used for famting activity shall be determined and reported.
Whether mine pits are active or inactive shall also be determined and
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reported. As soon as impacts to non-wetland waters of the U.S. have been
identified and quantified, the CONSULT ANT shall notify the contract
manager of any possibilities to avoid or minimize the identified impacts
before the final report is prepared.
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A voidance/Minimization Measures:
After all of the potential ecological impacts within the project corridor bave been
identified, mapped, and quantified, the CONSULTANT shall notify the contract
manager of any possibilities to avoid or minimize the identified impacts. The
contract manager will provide the CONSULANT with information about design
,constraints that justify the project.alignment. If a shift in the project alignment to
reduce impacts then proves to. be feasible and a revised project aligru;nent
constituting no more than ten percent of the project length is developed by the
DEPARTMENT, the CONSULTANT shall investigate and report on the
environmental conditions aSsociated with the shifted alignment according to the
methods described in this SCOPE OF WORK. (Also refer to
A voidancefMinimization Measures as described below;)
DeliverableslReport Preparation:
Deliverables and a report must be prepared sufficient to satisfy the requirements of
the Scope of Vv' ork. The report shall be titled, "Ecology AssessmentlDescription of
Jurisdiction Wetlands and Protected Species Survey", hereinafter referred to as the
report. The report must contain a description of the Survey Corridor; a description
of the background research carried out; the survey requirements; the survey
techniques utilized for wetlands and waters of the United States; the survey
techniques utilized for federally listed species; and the result of the surveys.
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Graphics: For projects which widen existing alignments, the proposed alignment
shall be graphically represented on 1"=2000' USGS quad based wetland maps so as
to clearly illustrate where symmetrical, left or right-hand placement of the widening
would occur. The graphic rendering of the proposed alignment shall not be so
coarse as to visually obstruct important terrain or environmental mapping fearures.
The use of 1/16 inch diameter,' transparent, fine black dashed striping is
recommended in this regard: The graphics included in the project report shall not
use any color coding systems wliich would require color photocopying for any
subsequent submittals to reviewing agencies.
In addition to the items previously' discussed, items which must be satisfied as part
of the Deliverables and report submission include the following:
A. Project Layouts on Aerial Photos: A clean set of aerial photo project
layouts, undamaged by field use, with clear labeling and delineation
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of upland habitats, wetlands and waters of the United States, and of
sightings and occupied or utilized habitats of federally listed or
proposed threatened and endangered species, candidate species, and
species of concern. Aerial photo project layouts shall be labeled
with landmark positions that indicate habitat and sighting locations in
relation to the project corridor. Graphic labeling shall correspond to
the wetlandlhabitat maps included in the completed report.
B.
General Description of Project Corridor and Surveys Conducted:
(1) A pro,se pes~ription of the Survey Corridor; date and time of
surveys conducted; survey techniques used (including
background' research and survey requirements), and' the
generaJ results of the surveys including a prose description of
the general habitat types within the corridor, indicating the
quantities and the relative quality or value of habitats. The
habitat descriptions are to include a concise summary of each
habitat type in paragraph form. The characterizations. of
multiple habitats with similar features should be grouped
together in order to avoid repetitious prose. The ecologist
should use professional judgement in describing each habitat
type, taking into consideration factors such as: age, species
diversity, landscape position, wildlife quality, greenbelt
corridor positioning, disturbance, unique habitat, threat of
encroachment, and pre-existing impact by pollution. Habitat
descriptions shall correspond to 8Y2" x 11" format
habitat/general vegetation zone mapping which is to be
, included in the report if proposed new location alignments are
included in the project.
(2) Impacts to habitats potentially utilized by neotropical and
migratory bird species and game species shall be included in
the habitat discussion. If the proposed project includes new
location alignments, a brief discussion shall be presented that
demonstrates any design measures taken to avoid and
minimize impacts to such habitats.
(3) For proposed new location alignments, a project map based
on USGS 1 :'. = 2000' topographic quad sheets which shows
the general upland habitats (i.e. Pine, Pine/Hardwood,
Hardwood, Agricultural, Urban, etc.) through which the
Survey Corridor passes. The format of this map shall be 8 Yz"
x 11". The CONSULTANT is to determine the vegetation
mapping format of this graphic.
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C. Threatened and Endangered Species:
(1)
Description of Natural History of Federally Listed and
Proposed Threatened or Endangered Species: A brief prose
description of each federally listed and proposed threatened
or endangered species listed fOr" the county shall include the
species range and suitable habitat for growth or suitable
habitat for foraging and nesting. The field survey shall
include species of concern but they shall not be discussed in
the report unless there is reason to believe that an upgrade to
the "woposed" .status is imminent.
(2) Discussion of Results of Survey for Protected Species: A
discussion of any occupied or utilized habitats or sightings of
fedenilI y listed or proposed threatened and endangered
species, candidate species. and species of concern. and also
habitats potentially utilized by neotropical and migratory bird
specIes.
(3)
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A voidance/M'inimization Measures for Protected Species:
Discussion of design measures to avoid and/or minimize
impact to threatened or endangered species shall include the
location of limiting factors such as historic districts.
residences, businesses, cemeteries, railroads, transmission
lines, and design factors such as cost and horizontal and
vertical alignment. This discussion shall not necessarily
include species of concern unless there is reason to believe
that an upgrade to the "proposed" status is imminent.
(4) Project Map of Potential Ecological Impacts to Threatened
and Endangered Species: A project map based on USGS
I" = 2000' topographic quad sheets which shows the Survey
Conidor and habitats utilized and/or occupied by federally
listed or proposed threatened or endangered specIes,
candidate' species. and species of concern which would be
affected by the PROJECT.
D. Wetlands and Other Waters of the U.S.:
1) Discussion of Results of SurVey for Wetlands and Non-
Wetland Waters of the U.S.: A discussion and general
description of all wetlands and other waters of the U.S. found
within the survey corridor as described previously under
section "n. Field Work".
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2)
Wetland Data Forms: Typed Routine Onsite Wetland Data
Forms for each wetland site. (Refer to Attachment "II. for
exact format).
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3) Wetlands Summary Table: A chronological wetlands site
summary table which includes for each site the wetland
classification (Cowardin system), hydrologic regime, overall
upstream wetland size/drainage area criteria expressed as
"isolated", "above the headwaters", or "below the
headwaters", wetland drainage basin association, SOP
Existipg Cocdition, SOP Lost Kind, a brief description of the
wetland, its character and condition, including the dominant
vegetation 'species. its value characterized as "high",
"med{um", or "low", and the impact area in hectares and in
acres. ' The wetlands summary table shall also assign a
numerical'value for "Existing Condition" and "Lost Kind" as
defined in the "Standard Operating Procedure for
Compensatory Mitigation Plans", issued January 1996, by .the
Savannah District Regulatory Branch of the U.S. Army Corps
of Engineers, found at Attachment V. When assigning value
to each wetland site. the ecologist should use professional
judgement. taking into consideration factors such as: age,
species diversity, hydrologic regime, landscape position,
wildlife quality, greenbelt corridor positioning, disturbance,
unique habitats. threat of encroachment, and pre-existing
impact by pollution, toxins, debris and sedimentation. (Refer
to Attachment ill for format and example of Wetland
Summ'ary Table.)
4) Required Mitigation' Credits Table: A table presented in
spreadsheet form that includes the descriptive factors set fonh
within the SOP for the purpose of calculating the required
mitigation credits for the reported wetland impacts. The table
shall express the numeric values applicable for each factor
accordIng' to the professional judgment of the ecologist upon
observing each wetland site during fieldwork. The table shall
show computation of the sum of the factors for each wetland
site, indicate the area of effect in acres for each wetland si.te.
indicate the, product of the sum of the factors multiplied by
the area of effect for each wetland site, and shall indicate the
sum of those products to provide the total required mitigation
credits for the proposed project. (Refer to the SOP,sAttachment IV, for guidance on these calculations. Refer to
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Attachment V for the exact format of this Required
Mitigation Credit table.)
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5) Summary Table of Non-Wetland Waters of the U.S.: A
chronological non-wetland stream/waters of the U.S. crossing
summary table which includes information on channel
substrate, bed and bank dimensions and morphology,
representative depth of water, adjacent vegetation cover, and
overall upstream watershed size/drainage area criteria to be
expressed as "isolated", "above the headwaters" or "below
the headwaters". The table shall also include the surface area
dimensio.qs .of. waters of the U.S. to be impacted within
proposed pr9ject rights-of-way.
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6) Avoidanc'eMinimization measures for Wetlands and Other
Waters of the U.S.: A brief prose description of each :-vetland
site located along the project corridor, its character and
condition, and a discussion of design efforts made to avoid or
minimize impacts to the wetland site. The characterizatipns
of multiple wetlands with similar features should be grouped
together in order to avoid repetitious prose. Wetland
descriptions shall correspond to 8W' x 11" format wetland
mapping which is to be included within the report.
Discussion of design measures to avoid and/or minimize
impact to wetland sites shall include the location of limiting
factors such as historic districts, residences. businesses,
cemeteries, railroads. transmission lines, and design factors
such as cost and horizontal and vertical alignment. This
discussion shall also disclose the amount and/or type of
wetland impact avoided or minimized.
7) Project Map of Potential Ecological Impacts to Wetlands and
Other Waters of the U.S.: A project map based on USGS
1 "=2000' topogr<l:'phic quad sheets which shows the Survey
Corridor. wetland habitats. and non-wetland waters of the
U.S. which would be affected by the PROJECT. (Refer to
Attachment VI for example of the map format).
E. Other: Full copies of all project field notes. Originals of both the . .
wetland and general vegetation habitat maps shall be provided to the
DEP ARTIv1ENT.
One copy of the Ecology Assessment and supporting aerial photo-layouts
and graphics shall be submitted in draft form for comments and corrections
after which four copies of a final report shall be submitted.
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AIR QUALITY SCOPE OF WORK
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The area CONSULTANT shall perform all computer for predicting ambient CO concentration associated
with the PROJECT. in accordance with scope and procedures outlined below. The CONSULTANT shall
predict ambient CO concentrations near the PROJECT. All links associated with the proposed road shall
be studied in addition to a minimum total of XX signalized intersections for the first year of operation and
the design year for the Build Condition. A screening analysis shall be performed to determine the need to
perform more detailed computer modeling. Worst Case one-hour and eight-hour average ambient CO
concentrations shall be predicted using theoretical worst case inputs of wind speed. wind direction, and
aunospheric stability. The work by the CONSULTANT consist of the following tasks:
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A. Compile and format the signal cycle information (for projects that have signalized intersections),
approach traffic volumes,. speeds, capacities. and emission factors necessary to run the computer
programs.
B. Evaluate computer input data to detenhine wo'rst case conditions for CO dispersion the project
corridor.
C. Compile, format and key data for use i.n the modeling mobile source emission model and the line
source model.
D. Run the models. For uninterrupted traffic flow including link volumes and cross-streets for over
10,000 VPD in the design year CALINE3 can be used and for interrupted traffic flow CAL3QHC shall
be used (CAL3QHC is the recommended model for non-attainment areas). Automotive CO emission
factors for use in the these line shall source models shall be using the latest mobile emissions model.
E. (for projects inside the non-attainment area and not in the TIP) Through coordination with ARC, '
project are:! emissions modeling for toeal HC and NOX emissions shall be calculated by using the
Regional Transportation Air Model (Urban Air Shed Model). The results for the first year of operation
and the design calculated year shall be compared to the current emissions budget for compliance.
F. Analyze the results made by wazzu the CALINE3 and (if in inside non-attainment) CA.L3QHC
models for the peak I -hour traffic condition. A persistence factor shall be selected based on the
recommendations of the US EP A to convert the predictions to an 8-hour averaging time (if needed).
Prepare a technical report to document.the assessment results. Copy of the format to be used can be
obtained from the DEPARTMENT After the DEPARTMENT has reviewed the technic:!1 report. two
copies of the report along with one copy of all the input and output data files and an air quality receptor
map shall be submitted to the DEPARThfENT.
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NOISE ASSESSMENT SCOPE OF WORK
The DEPARTMENT shall furnish the CONSULTANT. if applicable to the project. the following material
along the PROJECT corridor.
1. Aerial Photography on which the project concept has been drawn including existing and proposed
right-of-way, and construction easements.
2. Cross sections of the proposed PROJECT.
3. One full set of Contact Prints
4. Traffic Data - Traffic volumes including truck percentage and peak hour turning movements
anticipated for the PROJECT and the XX major intersecting roadways in the vicinity.
The CONSULTANT shall conduct a noise ,impact ,asse.ssment in compliance with 23 CFR 772. the Federal
Highway Administration's guidelines for the assessment of highway traffic-generated noise. The
procedures described below are used to prepare triffic noise impact assessments in accordance with these'
guidelines.
1. For a typical project (e.g. widening fro.m 2 to 4 lanes). the development of a noise-distance graph shall
be required to determine existing and design year no-build and build noise levels. Using FHW A noise
prediction model, STAMINA 2.0 compute levels and plot results on a noise-distance graph. Determine
existing. no-build and build levels for all adjacent sites by measuring the sites' distance from the
centerline and reading the noise level at that distance on the graph. NOTE: The reference energy
mean emission levels used by Georgia shall be used in the STAMINA 2.0 program, otherwise the
program shall overestimate the noise levels.
2. For new location projects, existing noise levels shall be measured. especially if there is insufficient
traffic data to compute noise levels from existing roads in the area. Only noise meters which have been
annually certified as to proper calibration shall be used to take readings.
3. Assess impacts by comparing existing noise levels with predicted levels for both the no-build and build
condition, Impacts occur where predic,ted noise levels approach or exceed the applicable noise
abatements criterion (70 dBA L1 0 for residences. schools. parks, etc. and 75 dBA L1 0 for businesses),
where an approach means within one decibel for the noise abatement criteria and where a substantial
(10 decibels or greater) increase over existing levels is predicted.
4. Prepare a wrinen noise report; required methodology and format shall be provided to the
CONSULTANT by the DEPARTMENT.
5. Prepare a Noise Impact Location Map inclusive of all impacts.
6. Where impacts occur, analysis of abatement measures. including all the measures listed in 23 CFR Pan
772. must be documented. Where it appears that they would be reasonable and feasible, noise barriers
shall be analyzed by giving location. height, top and bottom elevations. length, total cost, cost per
impact and decibel reduction anticipated.
7. After the DEPARTME~l has reviewed the draft \\oTitten report and support documentation, two copies
of the final report shall be submined to the DEPARTMENT.
8.
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06/14199
EXHIBIT "An
PHASE IV - PRELIMINARY PLANS
The CONSULTANT shall prepare, and submit to AUGUSTA for review, preliminary roadway
construction plans in the fonnat of the approved concept in Phase I and using surveys and other
infonnation as gathered in Phase II.
The CONSULTANT shall prepare by CADD (Microstation and CAiCE) and submit on mylar sepias for
review by AUGUSTA preliminary roadway designs in English fonnat containing the following:
1. Proposed mathematized horizontal and vertical geometries for roadways using AASHTO
desirable criteria or better. The CONSULTANT shall include on the preliminary roadway design
sheets as a minimum all applicable criteria such as horizontal and vertical clearances,
superelevation and superelevation transitions, speed design for horizontal and vertical alignments,
roadway dimensions, pavement limits, construction limits, roadway and property owner names,
preliminary drainage design and preliminary right-of-way and easements.
2. Preliminary grading plan for roadways using a preliminary pavement section approved by the
DEP ARTMENT, including cross sections of the PROJECT plotted at 50 feet intervals in urban
area(s), 100 feet in the rural undeveloped areas, or closer in special or critical areas.
3. Provide retaining wall locations and develop wall envelopes.
4. Provide preliminary bridge layouts.
5. Develop drainage design showing all cross drains, major river and stream crossings, critical
inlets, all drainage outfalls, detention and retention areas and sanitary sewers. Drainage design,
plan and profile of existing (to be retained) and proposed, shall be developed sufficiently to
ensure adequate right of way and easement is obtained.
6. Provide hydraulic studies for Federal Emergency Management Agency floodways.
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06/1 4/99
EXHmIT "A"
7. Prepare preliminary erosion control and maintenance plans especially as it affects required
right-of-way and down stream lakes, ponds or streams. Show all proposed sediment basins. Note
all lakes, ponds, streams, creeks, or other bodies of water downstream within 0.5 miles of
PROJECT right-of-way.
8. Prepare preliminary construction sequence with emphasis on constructability, required easements,
and erosion control.
9. Detennine preliminary earthwork quantities
] O. Finalize surface typical sections.
] ]. Prepare preliminary traffic control plans including signage. Locate strain poles (traffic signal and
overhead sign) and other obstacles that may affect right of way. Include any signage
requirements for detour routes.
12. Develop preliminary driveway profiles.
] 3. Prepare preliminary utility plans showing the existing locations of all utilities from infonnation
furnished by AUGUSTA.
The CONSULTANT shall submit to AUGUSTA one set of plans including cover and plan sheets on
mylar sepias no later than 120 calendar days prior to submitting for the Preliminary Field Plan Review
(PFPR) for AUGUSTA'S and the DEPARTMENT'S use in coordinating existing utility locations. The
utility owners will mark their existing locations and return the plans to AUGUSTA or the
DEPARTMENT. The CONSULTANT shall digitize or otherwise electronically include the existing
utility locations in the plans.
The CONSULTANT shall submit mylar sepias of the plan cover sheet, typical sections, plan and profile
sheets, and preliminary plan cross sections to AUGUSTA to be used in obtaining a soil survey and
pavement evaluation 120 days prior to requesting the PFPR. The DEPARTMENT shall review and
approve the soil survey and pavement evaluation.
The CONSULTANT shall prepare and submit to AUGUSTA for approval the preliminary bridge and
wall layouts in accordance with Appendix "D".
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06114/99
EXHIBIT "An
The CONSULTANT shall prepare and submit to AUGUSTA, in writing, preliminary estimates of
quantities and PROJECT construction cost(s). Every item need not be covered in this estimate, only
those items that will establish a reasonable estimate of the total construction cost. AUGUSTA, upon
request, will furnish unit cost data for similar type projects as may be available.
The CONSULTANT shall attend and participate in the PFPR as per the Plan Development Process. The
CONSULTANT shall provide fourteen (14) sets of full size and two (2) sets of half size preliminary
construction plans, a letter size cover sheet, typical section, and location map, PFPR checklist, drainage
calculations, any hydraulic studies, capacity analyses, recommendations from the soil survey, a letter
describing the status of the environmental assessment and public hearing, and a letter describing the
project and requesting the PFPR. PFPR review comments from the DEPARTMENT shall be
incorporated into the preliminary plans by the CONSULTANT. The CONSULTANT shall address all
comments in the PFPR report in writing within two weeks of receiving the approved report. An updated
set of plans showing that the comments from the PFPR were made will not be necessary unless the
DEPARTMENT considers that the comments require additional plan review.
The CONSULTANT shall prepare a Design Exception Report for any design feature that does not meet
the criteria in the current AASHTO publication,A Policy on Geometric Design of Highways and Streets
and The Design Policy on Design Standards - Interstate System, as adopted by the FHW A. The report
shall be submitted to the DEPARTMENT for approval and further coordination.
The CON SUL T ANT shall prepare a Design Variance Report for any design feature that does not meet
DEPARTMENT standards or policy. The report shall be submitted to the DEPARTMENT for approval.
The report shall contain infonnation and be fonnatted as described in the DEPARTMENT'S Plan
Development Process.
CONSULTANT DELIVERABLES FOR PHASE IV- PRELIMINARY PLANS
1. Sets of plans for a Preliminary Field Plan Review including cover, typical sections, plan and
profile sheets, wall and bridge layouts, utility sheets, construction sequence and erosion
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control sheets, traffic control sheets, drainage profile sheets, and cross sections. The plans
shall also be submitted in electronic fonnat.
2. Earthwork quantities.
3. Preliminary construction cost estimates.
4. FEMA and Bridge Hydraulic Studies.
5. Paper sepias of preliminary plans for utility locations and soil survey investigation.
6. Preliminary Field Plan Review report response.
7. Design ExceptionNariance report(s), if applicable.
PHASE V - RIGHT-OF-WAY PLANS:
The CONSULTANT shall prepare preliminary right-of-way plans for the PROJECT using infonnation
received, gathered, or produced in phases I, II and III of the PROJECT. All linear and area units shall be
in English. Parcel data table description should be placed on same sheet as parcel or on sheet directly
following parcel. Placing all data sheets in the back of the project plan set is discouraged. Parcels shall
be numbered consecutively beginning with the number one (1) and continuing the parcel count,
alternating from one side of the roadway to the other. If there are additional parcels required, the
inclusion of an alphabetical combination with the parcel number is appropriate for an interior or
beginning parcel number. The use of parcel numbers with alphabetical combinations should not conflict
with the letters that denote acquisition of remainders (R), Wetlands (W), and signs (S). Parcel numbers
shall not be changed after the first plan submittal. The CONSULTANT shall not renumber the parcels
unless specifically instructed in writing by AUGUSTA.
The CONSULTANT shall use the following checklist to complete the right of way plans:
A. Cover Sheet
I. Project Number and County at bottom including any phase or section number.
2. Location Sketch. (Flag project site and show North Arrow).
3. Limited Access Project Note. (If Applicable).
4. Land Lot Numbers and Lines.
5. Land District Numbers and Lines.
6. G.M.D. Numbers and Lines (If Applicable).
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7. North Arrow
8. Stations on primary centerline used throughout the project.
9. Street Names--all existing locations including Mainline, State Route and U.S. Numbers.
10. Limits of Rights of Way Acquisition labeled on cross streets (where station/offset
information is taken from cross street centerline).
11. Back Property Lines. (Include Property map if necessary). On Limited Access Projects,
the access to parcel remainders should be shown.
12. Existing and Required right of way (labeled & shown).
13. Begin and End Right of Way Acquisition. Mile log designation (to the nearest tenth) if
available. Project should show one Begin and one End acquisition; with beginning right
of way acquisition extending from left to right without regard to the north arrow
direction. Use Exceptions when applicable.
14. Gross length of right of way project. (Project length from the Beginning of Right of Way
Acquisition to the End of Right of Way Acquisition). Net length of Right of Way Project.
(Project length less any exceptions).
15. Parcel Numbers (for large projects, property map sheets behind the cover sheet may be
substituted)
16. Completion date of plans. Do not change completion date of plans with each submission
for review and approval. The initial completion date applies to all subsequent submittals.
17. Designer name should be shown (signature no longer required).
18. Program Item Number (R/W P.I. Number)
19. County Line, with counties clearly labeled (If Applicable).
20. Limited Access labeled and shown required and existing with appropriate symbols.
21. Dual Project Plans that clearly identify each project.
22. Scale of the cover sheet.
23. Date of Location and Design Approval
24. Revision block. All revision dates must be included on number one (I) cover sheet.
25. City limits shown where applicable.
26. Conventional Signs Legend.
B. Plan Sheets - General
1. Land Lot Numbers and Lines (Shown and labeled).
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.
2. Land District Numbers and Lines (Shown and labeled).
3. G.M.D. Numbers and Lines (Shown and labeled).
4. North Arrow
5. Full Stations and offsets; if more than one centerline is used, state which centerline the
infonnation is taken from or provide a general note. If a general note is provided, please
make sure it agrees with centerline stations and offsets taken from the alignment. This
also includes existing and required right of way points at P.C. and P.T. Stations.
6. Survey Centerline with Bearings (Labeled).
7. Construction Centerline with Bearing (Labeled if Applicable).
8. Street Names - all existing locations including Mainline, State Route and U.S. Route
Numbers.
9. Construction Limits (Labeled or provide legend, include symbols for cut (C) or fill (F).
10. Sheets may overlap (for clarity or parcels, however, duplicate infonnation should be kept
to a minimum).
11. Existing R/W and Existing L/A labeled or provide legend. Existing right-of-way must be
shown on County Roads. If existing right-of-way can not be detennined, please show
area maintained as existing right-of-way.
12. Required R/W and Required L/A labeled or provide legend.
13. Curve Data.
14. (BLA) and (ELA) at access break points. Provide station and offset.
15. Dual project plans clearly show begin/end each project.
16. Begin and End R/W Acquisition including easement
17. Title Block. (lower right - all sheets numbered.)
18. "Legend" for UA, Required R/W, Property Lines, Existing R/W, Construction limits,
easements and any other symbols used in the plans. The DEPARTMENT'S standard
legend shall be used. Do not change this legend in any way.
19. Angles and Stations of all roadway intersections.
20. Edge of pavement (existing and proposed) on mainline, cross roads and drives.
21. Limits of Rights of Way Acquisition labeled on cross streets (where station/offset
infonnation is taken from cross street centerline).
22. Equality Stations (if any).
.
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23. Any Utility Relocation.
24. Drainage, culverts, channel changes, side and cross drains.
25. Driveways, Tie Ins and Cross Streets.
26. Dual County Projects - County pertaining to individual sheet. Flag County line station on
centerline.
27. Sheets must have revision block.
28. The scale of the RJW plans should be shown on each plan sheet.
29. City Limits should be shown on all projects.
30. Coordinates are required at two points on the centerline for each plan sheet. These points
should be reference points such as P.Co's, P.To's, Side Street centerline intersections or
railroad intersections. (If reference points are not available, even stations should be used.)
31. Right of way from railroads should be referenced from both centerline and to the nearest
railroad milepost. Coordinates are required. See latest RR MOG.
32. Locating the railroad milepost applies to all areas of right of way and easement which are
not contiguous.
33. Location and size of all sediment ponds, detention facilities, wetland areas and wetland
mitigation areas, and other major erosion control facilities.
C. Individual Property (Parcels)
I. Full Station and offsets at all points. Existing and required, including P.C. and P.T.
Stations.
2. On all lines within the required right of way, show bearings and distances; arcs and radius
on all curved lines. On curved line also include chord length and chord bearing.
EXCEPTION: Bearings not required on existing Right of Way.
3. Area for required Right of Way (Square feet and acres). Acres should be computed to
three decimal places
4. Remainder(s). Remaining areas shall be shown on all parcels requiring right of way.
Parcels with remainders on each side of the centerline or cross streets should show
separate areas (left and right) for each remainder. Parcels with easement acquisition only
(except driveway easement) should give a remainder. Areas of less than an acre should
be shown to the nearest hundredth of an acre, areas between 1 - 10 acres should be shown
'.
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to the nearest tenth of an acre and areas over 10 acres should be shown to the nearest
acre, all plus or minus.
5. Easement Labeled or provide legend. Full Station and offset required; hatch construction
easements. On railroad parcels, easements should not be closer than 15 feet from the
centerline of the tract.
6. Driveway easement should have full station and offset on all points.
7. Easement Area in square feet for each type easement (Does not include driveway
easements). Parcels requiring easement only should also give a remainder for parcel or
total lot size (does not include driveway easements).
8. Parcel Number on all sheets applicable.
9. Property Owners name on all sheets applicable.
10. Buildings labeled. (If Data is available.)
11. Advertisement signs (label with station and offsets).
12. Access Rights only, provide parcel number, owner, linear feet of access rights and parcel
remainder (total area).
13. Access Breaks (also show dimension of Access Breaks and Driveways). Provide station
and offset for ELA and BLA.
14. Show paving improvements within required right of way.
15. Show signs, gas islands, pump tanks, and penn anent light fixtures. Signs within the
required rights of way should be located and annotated.
16. Reference parcel number to sheet(s) necessary to cover the entire parcel shown in plans.
17. Parcels with tracts should have a total shown for the required right of way and/or
easement area (for each type easement excluding driveways).
18. Parcel description should proceed in a clockwise direction when data tables are used.
The CONSULTANT shall submit two (2) sets of mylar sepias and one (1) set of prints of the preliminary
right-of-way plans to AUGUSTA for review and comment. The CONSULTANT shall revise the
preliminary right-of-way plans in accordance with AUGUSTA'S comments and submit two (2) sets of
mylar sepias and one (1) set of prints of the revised preliminary right-of-way plans along with the
previously marked up prints for AUGUSTA'S review and comment. This process may take three (3) or
more iterations before the preliminary right-of-way plans can be approved.
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When the preliminary right-of-way plans are approved by the DEPARTMENT, they will become known
as Final Right-of-Way plans. The CONSULTANT shall be responsible for ensuring that the right-of-way
and construction plans reflect the current property, property owners, topography, and terrain data through
the Final Right-of-Way plans approval. The CONSULTANT shall submit to the DEPARTMENT in an
electronic format Microstation files and CAiCE data files for DEPARTMENT use.
The CONSULTANT shall stake all existing and required right of way and/or easement along the entire
project limits and for each parcel where right of way or easement is required upon written "Notice to
Proceed" by AUGUSTA on this specific task. Notice to Proceed may be issued upon AUGUSTA'S
approval of the right of way plans. Right of way staking shall be completed in accordance with the
following procedures:
A. REQUIRED RIGHT-Of-WAY POINTS
Place 60 penny nails with red flagging at all required right-of-way break points. Place 60 penny
nails with blue flagging at all property line intersections with the required right-of-way. A guard
stake shall be placed next to each point denoting the identification of the point. Red flagging shall
be placed on each guard stake.
I. Guard stakes shall read: "REQ'D RIW" on one side of stake and should show the station and
offset on the other side.
2. The maximum distance between stakes shall be 250 feet. Intermediate stakes may be
required to achieve the distance. The location of the adjacent points ( each side) shall be
clearly visible from any given point. flagging may be used as required to make this possible.
B. EXISTING RIGHT-Of-WAY POINTS
Wooden stakes shall be placed at all existing right-of-way points or existing easement points.
Stakes at these points shall read: "EXIST RIW" or "EXIST EAS" on one side of the stake and
shall show the station and offset on the other side. These stakes shall be flagged with white
ribbon. NOTE: Do not place nails at existing right-of-way points.
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C. CONSTRUCTION EASEMENTS POINTS
All easement break points shall be staked using wooden guard stakes flagged with yellow ribbon.
The words "CONST EAS" shall be shown on one side of the stake and the station and offset shall
be shown on the other side. Temporary driveway easements are not to be staked.
D. ST AKlNG ACCURACY
The same survey accuracy standards apply for right-of-way staking as are defined in the Data Base
Preparation Phase. All points staked will be based on State Plane Coordinates. No surface coordinates
will be used.
Upon written "Notice to Proceed" to stake the right-of-way, AUGUSTA shall schedule a Field Right-of-
Way Plan (FRWP) review. The CONSULTANT shall provide one set of mylar sepia plans for the
review. The CONSULTANT shall attend and participate in the FRWP review.
The intent of the FRWP review is to check the dimensions and limits of required right-of-way and
easements, the location and size of driveways and driveway easements, label of existing structures on the
property (type of structure i.e. frame or brick; number of stories etc.), location and types of signs, walls,
fences, and other data as may be pertinent to property values and should therefore be shown or identified
in the plans. The FRWP shall occur after the right-of-way staking is complete. During the FRWP review
the right-of-way plans shall be compared to the latest set of preliminary plans and comments received
from the PFPR to assure compliance with the accepted design. The CONSULTANT shall be responsible
for making all revisions, deletions, or additions to the right-of-way plans resulting from the FRWP
review. The CONSULTANT shall be responsible for insuring that the right-of-way plans reflect current
property, topography and terrain data through the FRWP review.
The CONSULTANT shall only revise the final right-of-way plans if approved or directed by AUGUSTA.
The CONSULTANT shall expeditiously make all changes to the final right-of-way plans due to changes
in the roadway design only if requested to do so in writing by AUGUSTA.
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CONSULT ANT DELIVERABLES FOR PHASE-V - RIGHT OF WAY PLANS:
I. Three or more subm ittals of preliminary right-of-way plans (two sets of mylar sepias and one
set of blue lines each submission).
2. Final Right of Way plans in electronic format (microstation files).
3. Preliminary construction plans in an electronic format (microstation files).
4. Electronic CAiCE data file and output file containing only the point numbers and north and
east coordinates of the PROJECT'S survey control, centerline, Right of Way and Easement
points.
5. PROJECT survey control point/monument sketches.
6. Staked right-of-way
7. Plans for a FRWP review
PHASE VI - FINAL DESIGN CONSTRUCTION PLANS:
All final plans shall be submitted to AUGUSTA on mylar sepia and in electronic format. Final
construction plans shall be arranged and indexed in the order shown in Appendix "B". The
CONSULTANT'S services for the construction plans shall include a minimum of the following:
I. Prepare final plan and profile sheets for the roadway, ramps, side streets, and detours as described
in Appendix "A".
2. Prepare cross sections of the all PROJECT roadways, detours and ramps showing the existing and
proposed elevations, at intervals of 50 feet in urban developed areas and I 00 feet in rural
undeveloped areas, measured along the centerline of construction. Intermediate sections will be
required as necessary to fully clarify the intent of the plans.
3. Prepare detailed plan sheets for all design features requiring additional detailed design
information, including such examples as the geometries of intersections; local street treatment;
minor structures; drainage facilities; approach slabs; appurtenances such as utilities and details
covering special problems as determined by the CONSULTANT or AUGUSTA and approved by
AUGUSTA.
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4. Prepare special grading plans as required or requested by AUGUSTA.
5. Design and detail fully dimensioned plans for all drainage structures.
6. Prepare final Signing, Marking, and Signal plans and quantities.
7. Prepare summary of quantities and detailed estimate sheets in accordance with DEPARTMENT
practice. Roadway quantities shall be summarized on a sheet by sheet basis.
8. Prepare detailed erosion control plans indicating sediment basins, and other special items required
during all stages of construction.
9. When applicable, prepare construction plans for bridges, gravity walls, and cast-in-place retaining
walls including applicable notes for stage construction.
10. Prepare a detailed construction sequence (staging plans) to indicate maintenance of traffic
procedures to be utilized during construction. Plans shall show details of all detour routings,
temporary pavements, construction staging, erosion control, and special traffic control devices.
The plans and/or specifications shall indicate any required intermediate construction dates.
Required restrictions to construction activity or lanes shall be clearly indicated and be approved
by the DEPARTMENT in writing prior to incorporation into the plans. Temporary signing,
marking, and signal plans and other traffic control details shall be included with each construction
sequence.
I I. Prepare final utility plans for all utilities necessary for the PROJECT. The preparation includes
the review of existing and proposed utility locations from plans furnished by utility companies.
These plans will be pencil drawings on blue line prints or electronic data and it shall be the
CONSULTANT'S responsibility to review for errors or omissions. After reviews are complete,
locations shall be incorporated electronically onto final utility plan sheets. These sheets shall be
included into the final plans. The request for final utility relocations shall be made once all
comments from the PFPR are address, Right of Way plans are approved and written Notice to
Proceed is given for PHASE V.
12. Plans shall show all the necessary information as determined by the DEPARTMENT, to permit
construction stake-out and to indicate and delineate details necessary for the construction by a
construction contractor.
The CONSULTANT shall prepare special provisions and supplemental specifications following the
format as outlined in the DEPARTMENT'S "Standard Specifications Construction of Roads and
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Bridges", current edition and the "Supplemental Specifications" current edition modifying, augmenting or
deleting the provisions of the Standard Specifications as required.
The CONSULTANT shall attend and participate in a Final Field Plan Review (FFPR) prior to acceptance
of the design work. The CONSULTANT shall submit fourteen (14) sets of full size and two (2) sets of
half size construction plans, a letter size cover sheet, approved pavement design, typical sections, and
location map and a letter describing the PROJECT and requesting the FFPR. In addition, the
CONSULT ANT shall provide all project special provisions in DEPARTMENT format and earthwork
calculations. The CONSULTANT shall address all comments in the FFPR report in writing within two
weeks of receiving the approved report. FFPR comments shall be incorporated in the design plans by the
CONSUL TANT before final plans are submitted.
CONSULTANT DELIVERABLES FOR PHASE VI - FINAL PLANS:
. I.
2.
3.
4.
5.
6.
7.
8.
9.
Final construction plans on both mylar sepias and in electronic format.
Electronic files including earthwork and programs used for this PROJECT.
Special provisions.
Final detailed cost estimates.
All marked utility plans and other utility information furnished by AUGUSTA or the Utility
companies.
Mylar sepias of final plans for utility location checks.
Sets of plans for Final Field Plan Review and completed checklist with all required plans,
specifications etc.
Copies of all design calculations, notes and other information completed through all phases of
the PROJECT design.
Plans addressing results and comments from the Final Field Plan review.
SECTION C -ITEMS TO BE FURNISHED BY AUGUSTA and THE DEPARTMENT:
AUGUSTA and/or the DEPARTMENT hereby agrees to furnish or make available the following services
or information to the CONSULTANT:
.
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I. All soil borings, as determined by the CONSULTANT and approved by the DEPARTMENT.
AUGUSTA shall analyze and test such soil boring samples and prepare necessary soil
engineering reports and design recommendations based on such soils data. The
DEPARTMENT does not warrant such recommendations and the CONSULTANT shall use
such information at its risk.
2. DEPARTMENT standard drawings and construction details on mylar sepias or in electronic
format applicable to the work.
3. All applicable Standards, Specifications, Supplemental Specifications and Special Provisions
currently published by the DEPARTMENT.
4. AUGUSTA shall conduct all negotiations with the utilities, authorities, and railroads, except
where portions of this work may be specifically delegated to the CONSULTANT under other
provisions of this Agreement.
5. The DEPARTMENT shall review and approve pavement design for the roadway, driveways
and side streets prepared by the CONSULTANT.
6. Existing and proposed utility locations which consist of electronic CADD files or pencil
drawings on blueline prints. Electronic CADD files and reproducible plans sheets of the
proposed roadway with existing topography shall be furnished by the CONSULTANT. The
CONSUL T ANT shall be responsible for transferring all pencil drawings into electronic
format.
7. Details of special traffic control devices.
8. Base Mapping files when available.
9. Control survey notes and any applicable survey drawings when available.
10. Standard electronic files:
a. Microstation Cell libraries
b. CAiCE files (KCT ABLES etc.)
All files and other information (data) provided by AUGUSTA and the DEPARTMENT are to be used on
this project only. All files, modifications to such files, and other information (data) shall be returned to
AUGUSTA and/or the DEPARTMENT at the close of Agreement.
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.
SECTION D - DESIGN ECONOMY:
The CONSULTANT shall make every effort to provide the most economical design. The
CON SUL T ANT shall consider environmental concerns, right of way constraints and costs, and
construction sequencing in the design. The CONSULTANT shall meet, discuss, and recommend
economic considerations and construction staging with AUGUSTA during PHASE I - CONCEPT
DEVELOPMENT and PHASE III - PRELIMINARY PLANS.
SECTION E - QUALIFICATION OF CONSULTANT'S PERSONNEL AND ENDORSEMENT OF
DOCUMENTS:
The CONSULTANT shall employ only persons duly registered in Georgia in the appropriate category by
the Georgia State Board of Registration for Professional Engineers and Land Surveyors. These registered
employees must be in responsible charge of supervision and design of the work. The CONSULTANT
shall employ only qualified registered, by the State of Georgia, land surveyors in responsible charge of
. any survey work.
The CONSULTANT shall use only the design team represented to AUGUSTA and approved by
AUGUSTA at the time of negotiations. The CONSULTANT shall request in writing any changes in the
design team within two (2) weeks of any such change. AUGUSTA shall review and approve such
changes before design work continues.
./
The CONSULTANT shall review and ensure the accuracy of all final reports, agreement construction
plans, and survey data submitted to AUGUSTA. Submittals shaH be endorsed bearing a valid
Professional Engineer or Land Surveyor stamp by the person duly registered in the appropriate category
by the Georgia State Board of Registration for Professional Engineers and Land Surveyors, being in the
full employ of the CONSULTANT and responsible for the work prescribed by this Agreement.
SECTION F - RELATIONSHIP WITH OTHERS:
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The CONSULTANT shall cooperate fully with AUGUSTA, consultants on adjacent projects, federal
government officials, municipalities and local government officials, utility companies, railroads and
others, as may be directed by AUGUSTA. Such cooperation shall include furnishing displays, plans and
other requested data produced in the course of work on the PROJECT. It shall also include attendance at
hearings, meetings, and other discussions requested by AUGUSTA to effect such cooperation and
compliance with all directives issued by AUGUSTA.
It is understood and agreed that all work shall be subject to the approval of the Federal Highway
Administration (FHWA). The FHWA will have access to CONSULTANT'S work and be furnished
information as directed by AUGUSTA, including access to the CONSULTANT'S records for audit where
such audit may be required by law. When and if deemed necessary or desirable as the work progresses,
representatives of the FHW A and of AUGUSTA, in order to assure compliance with the specifications in
this Agreement and to review the development of the plans and special provisions, may visit the office of
the CONSULTANT.
. SECTION H - CONFERENCES AND FIELD INSPECTIONS:
.
The CONSULTANT shall visit and familiarize himself with the project site, acquainting himself with all
local conditions involved in the prosecution of this Agreement. The CONSULTANT may request that a
representative of AUGUSTA or the DEPARTMENT accompany him on his site visit. As work
progresses either party may request a conference or additional field inspection to discuss phases of work.
In this event, the parties shall agree on a time and place for the conference or inspection and each party
shall attend. All conferences and meetings shall be held at a location that will not be a direct cost to the
PROJECT. In the event the parties cannot agree on a time and place for the conference, AUGUSTA will
have final decision. The CONSULTANT shall attend a minimum of two field plan reviews in addition to
the original site inspection.
SECTION I - RIGHT TO ENTRY:
The CONSULT ANT will notify all property owners or occupants of the intent to enter properties for the
purpose of accomplishing surveys or other field investigations in accordance with the practices of
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AUGUSTA and the DEPARTMENT. Upon request by the CONSULTANT, AUGUSTA will provide the
necessary documents identifying the CONSULTANT as being in the employment of AUGUSTA for the
purposes described in the Agreement. If the property owner or occupant denies the CONSULTANT
permission to enter, such incident shall be reported to AUGUSTA and AUGUSTA will initiate such
action as is dictated by current policy and procedure.
SECTION J - ACCURACY OF WORK:
The CONSULT ANT shall be responsible for the accuracy of the work and shall promptly correct its
errors and omissions without additional compensation. Acceptance of the work by AUGUSTA will not
relieve the CONSULTANT of the responsibility for subsequent correction of any errors, the clarification
of any ambiguities, or the costs associated with any additional work required but not properly or
thoroughly addressed in the plans. The CONSULTANT shall prepare any plans or gather data required to
correct the CONSULT ANT'S errors or omissions. At any time during the construction of the PROJECT
or during any phase of work performed by others based on data secured by the CONSULTANT under the
Agreement, the CONSULTANT shall confer with AUGUSTA and/or the DEPARTMENT for the
purpose of interpreting any information obtained and correct any errors or omissions made by the
CONSULT ANT. The above consultations, clarifications or corrections shall be made without added
compensation to the CONSULTANT. The CONSULTANT shall give immediate priority to these
changes so there will be an absolute minimum of delay to others. The use or acceptance of any item(s)
furnished by AUGUSTA and/or the DEPARTMENT shall transfer the responsibilities for the accuracy of
that item(s) to the CONSULTANT.
SECTION K - UTILITIES:
The CONSULTANT shall identify all privately, publicly or ,cooperatively owned utility companies
adjacent to the PROJECT. The CONSULTANT shall then furnish each utility company with electronic
CADD files and one set of bluelines of the cover sheet, typical section sheets, plan and profile sheets, and
cross section sheets so that the existing facilities can be shown on the plans. The utility owners will
forward to the CONSULTANT such electronic files and marked up prints.
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The CONSULTANT shall use this information and the results of its survey to identify any conflicts
between the proposed PROJECT and the existing utility locations. The CONSULTANT shall then
furnish each utility owner additional electronic CADD files and one set of bluelines including: cover,
typical sections, roadway plan and profile, cross sections, drainage profile sheets and utility plan sheets so
that the utility relocations can be shown on the plans. The CONSULTANT shall use this information to
prepare final utility plans for the PROJECT and ensure the utility plans conform to the plans for the
PROJECT.
It is acknowledged by the CONSULTANT and AUGUSTA that the proposed utility relocation process
may occur three times per utility.
The CONSULTANT shall make no commitments to the utility companies that are binding upon
AUGUSTA and the DEPARTMENT. AUGUSTA will conduct all negotiations with the utilities and
authorities; however, the CONSULTANT will participate in such negotiations at the request of
AUGUST A.
SECTION L - LIAISON ENGINEER:
AUGUSTA will appoint a representative to act as the Liaison Engineer between the CONSULTANT,
AUGUST A and any other parties. The Liaison Engineer shall arrange for conferences and exchanges of
data and information and for necessary approvals, except for such portion of these liaison duties as are
specifically delegated to the CONSULTANT under other provisions of the Agreement.
All correspondence, notes, phone logs, data, information, reports, and requests for printing and computer
service shall be directed to the Liaison Engineer. The number of copies of such data shall be designated
by the Liaison Engineer to provide for proper distribution to the parties concerned.
All conferences, including telephone conversations, shall be reduced to writing by the CONSULTANT
and two copies of these minutes shall be forwarded to the Liaison Engineer within seven (7) calendar
days of the event. Any decisions made shall be highlighted.
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06/14199
EXHIBIT "A"
The CONSULTANT shall meet with AUGUSTA for review of the work on a regular monthly basis at
times determined by AUGUSTA. The Liaison Engineer will expedite any necessary decisions affecting
the performance of the CONSULTANT'S Agreement. The CONSULTANT shall not make use of the
Liaison Engineer's services on design problems or other trivial or minor matters normally to be decided
by the CONSULTANT, nor shall the Liaison Engineer's services be use to design alternate solutions and
recommended solutions on such matters.
SECTION M - DELIVERY OF DOCUMENTS:
Except as otherwise provided herein, the CONSULTANT shall submit all documents, reports,
supplemental specifications, special provisions, sketches, design notes, and other papers and supporting
data required under this agreement to AUGUSTA in duplicate. Deliverables shall be sent to the attention
of the Liaison Engineer at 1815 Marvin Griffin Road Augusta, Georgia 30906, or at such other place or
places as may be subsequently designated by written notice to the CONSULTANT. All written notices,
demands and other papers or documents to be delivered to the CONSULTANT under this Agreement
shall be directed to or at such a place or places subsequently to be designated in writing by the
CONSULTANT to AUGUSTA.
SECTION N - SUPERVISION AND CONTROL:
The CONSULTANT shall perform the services required to accomplish the work plan as stated herein
under such control and supervision by AUGUSTA, as AUGUSTA may deem appropriate. This
agreement excludes engineering supervision of construction together with all field surveys during
construction.
SECTION 0 - REVIEW OF CONSULTANT'S WORK AND DOCUMENTS:
Duly authorized representatives of AUGUSTA, and/or the DEPARTMENT shall at all
reasonable times have access to, review and inspect any books, documents, plans/ papers and records of
the CONSULTANT which are prepared by or for the CONSULTANT under the terms of this Agreement.
The CONSULT ANT shall maintain all required records pertinent to this Agreement for a period of 3
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06/14199
EXHIBIT "A"
years after final payment is made and all other pending matters are closed. AUGUSTA reserves the right
for reviews and acceptance on the part of affected public agencies, railroads and utilities insofar as the
interest of each is concerned. Acceptance shall not relieve the CONSULTANT of its professional
obligation to correct, at its expense, any of its errors in the work.
The CONSULTANT shall maintain all books, documents, papers, accounting records and other
evidence pertaining to costs incurred on the Project and used in support of its proposal and shall make
such material available at all reasonable times during the period of the Agreement and for three (3) years
from the date of final payment under the Agreement, for inspection by AUGUSTA or any reviewing
agencies, and copies thereof shall be furnished upon request. The CONSULTANT agrees that the
provisions of this Article shall be included in any Agreements it may make with any subcontractor,
assignee or transferee.
. SECTION P - AUTHORIZATION AND APPROVAL:
.
Time of performance is important and the CONSULTANT agrees to perform its services in accordance
with the project schedule. The CONSULTANT shall begin work under this Agreement not later than ten
(10) days after the effective date of notification to proceed transmitted to it by AUGUSTA or three (3)
days after receipt of notification, whichever is later, and shall complete all phases of work See Project
Schedule. The work shall be carried on expeditiously.
SECTION Q - RESPONSIBILITY FOR CLAIMS AND LIABILITY:
The CONSULTANT shall be responsible for any and all damages to property or persons and shall save
harmless AUGUSTA and the DEPARTMENT and/or the officers, agents, and employees from all suits,
claims, actions or damages of any nature whatsoever resulting from the negligence of the
CONSULTANT in the performance of work under this Agreement.
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06114199
EXHIBIT "A"
The CONSULTANT hereby indemnifies and holds harmless AUGUSTA and the DEPARTMENT and/or
the officers, agents, and employees from and against any and all claims, damages, losses and expenses
arising out of the CONSULTANT'S negligent acts, errors or omissions in the performance of its
professional services under this Agreement. It is understood by the CONSULTANT that claims,
damages, losses and expenses may include monetary claims made by the DEPARTMENT'S construction
contractor for the PROJECT, and its related facilities, that are a result of the CONSULTANT'S
negligence or it's improper representation in the plans. These indemnities shall not be limited by reason
of the listing of any insurance coverage.
SECTION R - INSURANCE:
Prior to beginning work, the CONSULTANT shall obtain and furnish certificates to
AUGUSTA for the following amounts of insurance:
(a) Workmen's Compensation Insurance in accordance with the laws of the
State of Georgia.
(b) Public Liability Insurance in a amount of not less than one hundred thousand dollars
($100,000) for injuries, including those resulting in death to anyone person, and in an
amount of not less than three hundred thousand dollars ($300,000) on an account of any
one occurrence.
(c)
Property Damage Insurance in an amount of not less than fifty thousand dollars
($50,000) from damages on account of any occurrence, with an aggregate limit of one
hundred thousand dollars ($100,000).
Valuable Papers Insurance in an amount sufficient to assure the restoration of any plans,
drawings, field notes, or other similar data relating to the work covered by the PROJECT.
Insurance shall be maintained in full force and effect during the life of the Agreement.
Professional Liability (Errors and Omissions) Insurance in the amount of not less than
one million dollars ($1,000,000) per claim (with a maximum of $250,000 deductible per
claim) during the agreement term and for a period of at least five years after the
agreement is closed. Such policy shall cover all of the CONSULTANT'S professional
liabilities, whether occasioned by the CONSULTANT, his employees, sub-consultants,
(d)
(e)
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06/14/99
EXHIBIT "A"
or other agents, arising out of services performed under or in accordance with this
agreement.
SECTION S - SUBSTANTIAL CHANGES AND SUBLETTING:
If, prior to the satisfactory completion of the services under this Agreement, AUGUSTA or the
DEPARTMENT materially changes the scope, character, complexity or duration of the services from
those required under the basic Agreement, a supplemental agreement may be executed between the
parties. Minor changes in the proposal which do not involve increased compensation, extension oftime,
or changes in the goals and objectives of the PROJECT may be made by written notification of such
change by either AUGUSTA or CONSULTANT with written approval by the other party.
AUGUSTA reserves the right to review all subcontracts prepared in connection with the Agreement, and
the CONSULTANT agrees that it shall submit to AUGUSTA proposed subcontract documents together
with subcontractor cost estimates for AUGUSTA'S review and written concurrence in advance of their
execution.
All subcontracts in the amount of $1 0,000 or more shall include the provisions set forth in this
Agreement.
SECTION T - OWNERSHIP OF DOCUMENTS:
The CONSULTANT agrees that all reports, drawings, studies, specifications. Survey note, estimates,
maps, computations and other data, prepared by or for him under the terms of this Agreement shall be
delivered to, become and remain the property of AUGUSTA upon termination or completion of the work.
AUGUSTA shall have the right to use the same without restriction or limitation and without
compensation to the CONSULTANT other than that provided for in this Agreement.
The CONSULT ANT shall not have the right to use same for sale or other benefit without express written
permission from AUGUSTA.
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06/14/99
EXHIBIT "A"
SECTION U - TERMINATION:
AUGUSTA reserves the right to terminate this Agreement at any time for just cause, or for any cause,
upon thirty (30) days written notice to the CONSULTANT, notwithstanding any just claims by the
CONSULTANT for payment for services rendered prior to the date of termination. Upon receipt of such
notice oftermination, the CONSULTANT shall discontinue and cause all work under this Agreement to
terminate upon the date specified in the said notice. It is understood by the parties hereto that should
AUGUSTA terminate this Agreement prior to the completion of an element of work the CONSULTANT
shall be reimbursed for such work element based upon the percentage of work completed for said work
element.
SECTION V - PUBLICATION AND PUBLICITY:
Articles, papers, bulletins, reports, or other materials reporting the plans, progress, analyses, or results and
finding of the work conducted under this Agreement shall not be presented publicly or published without
prior approval in writing by AUGUSTA.
IT IS FURTHER AGREED that all releases of information, findings, recommendations, and published
reports shall include the disclaimer on the cover and title page in the following form:
"The contents in this publication reflect the views of the author(s), who is responsible for the facts and
accuracy of the data presented herein. The contents do not necessarily reflect the official views or
policies of AUGUSTA. This publication does not constitute a standard, specification or regulation."
IT IS FURTHER AGREED that the CONSULTANT will not release any information concerning the
PROJECT, its conduct, results, or data gathered or processed should be released by the CONSULT ANT
without prior approval from AUGUSTA, the release of same may constitute for termination of this
AGREEMENT without indemnity to the CONSULTANT, but should any information be released by
AUGUSTA or by the CONSULTANT with such prior written approval, the same shall be regarded as
public information and no longer subject to this restrictions of this Article.
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06/14199
EXHIBIT "A"
Provided, however, that should such information be required to be released under the Georgia Open
Records Act, Section 50- 18- 70, and ET. Seq., O.C.G.A., the restrictions and penalties set forth herein
shall not apply. Any request for information set forth herein shall not apply. Any request for information
directed to the CONSULTANT, pursuant to the Georgia Open Records Act, by the public shall be
redirected to AUGUST A for further action.
SECTION W - COPYRlGHTING:
The CONSULTANT shall be free to copyright material developed under the AGREEMENT with the
provisions that AUGUST A reserves a royalty-free, nonexclusive and irrevocable license to reproduce,
publish, or otherwise use and to authorize other to use, the work for governmental purposes.
. SECTION X-PATENTRlGHTS:
.
If patentable discoveries or inventions should result from work described herein, all rights accruing from
such discoveries or inventions will be the sole property of the CONSULTANT. However, the
CONSUL T ANT agrees to and does hereby grant to AUGUSTA an irrevocable, nonexclusive, non-
transferable, and royalty-free license to practice each invention in the manufacture, use and disposition
according to law of any article or material and in use of any method that may be developed as a part of the
work under this AGREEMENT.
SECTION Y - CONTRACT DISPUTES AND COMPLIANCE WITH APPLICABLE LAW:
The AGREEMENT shall be deemed to have been executed in Richmond County, Georgia, and
all questions of interpretation and construction shall be governed by the Laws of the State of Georgia.
. All claims, disputes and other matters in question between the Owner and the Consultant arising out of or
relatmg to the Agreement, .or the. breach thereof, sh~ll be decided in the Superior Court of Richmond County, Georgia.
The Consultant, by e~ecutmg thl~ Agreement, s~eclfically consents to venue in Richmond County and waives any right
to contest the venue m the Supenor Court of RIchmond County, Georgia.
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06114199
EXHmIT "A"
The undersigned certify that the provisions of Section 45-10-20 through 45-10-28 of the Official Code of
Georgia Annotated relating to Conflict of Interest and State employees and officials trading with the State
have been complied with in full.
IT IS FURTHER AGREED that the CONSULTANT shall comply and shall require its
subcontractors to comply with the regulations for COMPLIANCE WITH TITLE VI OF THE CIVIL
RIGHTS ACT OF 1964, as amended, and 23 CFR 710. 405(b) as stated in Exhibit "D" of this
Agreement. Exhibit liD" is hereby expressly incorporated into and made a part of this Agreement.
IT IS FURTHER CERTIFIED that the provisions of Section 50-24-1 through Section 50-24-6 of
the Official Code of Georgia Annotated, relating to the "Drug-Free Workplace Act" have been complied
with in full.
SECTION Z - COVENANT AGAINST CONTINGENT FEES
The CONSULTANT shall comply with the relevant requirements of all Federal, State and local
laws. The CONSULTANT warrants that it has not employed or retained any company or person, other
than a bona fide employee working solely for the CONSULTANT, to solicit or secure this Agreement,
and that it has not paid or agreed to pay any company or person, other than a bona fide employee working
solely for the CONSULTANT, any fee, commission, percentage, brokerage fee, gifts, or any
consideration, contingent upon or resulting from the award or making of this Agreement. For breach or
violation of this warranty, the DEPARTMENT shall have the right to annul this Agreement without
liability, or, in its discretion to deduct from the Agreement price or consideration, or otherwise recover,
the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee.
SECTION AA
The Scope of Services does not include costs of CONSULTANT fi . d
d .or reqUIre or
re~est~ aSSIstance to support, prepare, document, bring, defend or assist in litigation
un erta en or defended by AUGUSTA. AU such services re~uired or requested of
C?NSULTANT by OWNER, except for suits in which CONSULTANT is a art 'U b
reImbursed at the rates set forth in Section 2 for labor and travel expense unkssY'thWI . e
agreed to. ' 0 erwIse
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EXlDBIT "C"
TOTAL PROJECT COST
Phase 1 Concept Development
$75,425.22
$118,200.06
$67,009.17
$110,956.99
$71,037.98
Phase 2 Database Preparation
Phase 3 Environmental Analysis
Phase 4 Preliminary Plans
Phase 5 Right-of-Way Plans
Phase 6 Final Construction Plans
$127,354.32
TOT AL CONTRACT COST (LUMP SUM)
$569,983.74
It is agreed that the compensation hereinafter specified includes both direct and indirect costs chargeable
to the PROJECT under generally accepted accounting principles and as allowed in the Federal
Acquisition Regulations Subpart 3 1.2 and not prohibited by the Laws of the State of Georgia.
The compensation to the CONSULTANT shall be, subject to the terms and conditions herein stated, a
maximum amount of Five Hundred Sixty Nine Thousand Nine Hundred Eighty Three and 74/100.
This shan include any claims by the CONSULTANT for all costs incurred by the CONSULTANT in the
conduct of the entire PROJECT, and this amount will be paid to the CONSULTANT after receipt of
billing and approval of subject amount by AUGUSTA as specified.
Payment of this contract will be made monthly on the basis of calendar months, in proportion to the
percent of the work performed in each phase of work of the PROJECT, after approval of a certified
voucher from the CONSULTANT. Upon basis of its review of such vouchers, AUGUSTA will, at the
request of the CONSULTANT, make payment to the CONSULTANT as the work progresses but not
more often than once a month. The vouchers shan be numbered consecutively and subsequent vouchers
submitted each moth until the PROJECT is completed. Payment will be made in the amount of sums
earned less previous partial payments. It is agreed by the parties hereto that all compensation shall be
paid to Post, Buckley, Schuh, & Jernigan, Inc.
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EXHIBIT "D"
NOTICE TO CONTRACTORS
COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964
FOR
FEDERAL-AID CONTRACTS
During the performance of this Agreement, the CONSULTANT, for itself, its assignees and successors in
interest (hereinafter referred to as the CONSULTANT), agrees as follows:
I. Compliance with Re2ulations: The CONSULTANT shall comply with the Regulations of the
Department of Transportation relative to nondiscrimination in Federally-assisted programs of the
Department of Transportation (Title 49, Code of Federal Regulations, Part 21, hereinafter
referred to as the "Regulations"), which are herein incorporated by reference and made a part of
this AGREEMENT.
2. Nondiscrimination: The CONSULTANT, with regard to the work performed by it, after award and
prior to completion of the Agreement, shall not discriminate on the grounds of race, color,
religion, sex or national origin in the selection and retention of subcontractors, including
procurement of materials and leases of equipment. The CONSULTANT shall not participate
either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations,
including employment practices when this AGREEMENT covers a program set forth in
'Appendix B' of the Regulations. In addition, the CONSULTANT will not participate either
directly or indirectly in discrimination prohibited by 23 CFR 710.405(b).
3. Solicitations for Subcontractors, Includin2 Procurement of Materials and Equipment: In all
solicitations, either by competitive bidding or negotiation made by the CONSULTANT for work
to be performed under a subcontract, including procurement of material or leases of equipment,
each potential subcontractor, supplier or lessor shall be notified by the CONSULTANT of the
CONSULTANT'S obligations under this AGREEMENT and the Regulations relative to
nondiscrimination on the grounds ofrace, color, religion, sex or national origin.
.
.
.
4. Information and Reports: The CONSULTANT shall provide all information and reports required
by the Regulations, or directives issued pursuant thereto, and shall permit access to its books,
records, accounts, other sources of information, and its facilities as may be determined by the
Department of Transportation or the Federal Highway Administration to be pertinent to ascertain
compliance with such Regulations or directives. Where any information required of a
CONSULTANT is in the exclusive possession of another who fails or refuses to furnish this
information, the CONSULTANT shall so certify to the Department of Transportation or the
Federal Highway Administration as A-2. appropriate and shall set forth what efforts it has made
to obtain the information.
5. Sanctions for Noncompliance: In the event of the CONSULTANT'S noncompliance with the
nondiscrimination provisions of this AGREEMENT, the CONSULTANT or the Department of
Transportation may impose such sanctions as they or the Federal Highway Administration may
determine to be appropriate, including, but not limited to:
a. withholding of payments to the CONSULTANT under this Agreement until the
CONSULTANT complies, and/or
b. cancellation, termination or suspension of this AGREEMENT in whole or in part.
6. Incorporation of Provisions: The CONSULTANT shall include the provisions of paragraphs (I)
through (5) in every subcontract, including procurement of materials and leases of equipment,
unless exempt by the Regulations or directives issued SIGNATURE PAGE" E "pursuant thereto.
The CONSULT ANT shall take such action with respect to any subcontract or procurement as the
Department of Transportation or the Federal Highway Administration may direct as a means of
enforcing such provisions including sanctions for noncompliance provided, however, that in the
event the CONSULTANT becomes involved in or is threatened with litigation by a subcontractor
or supplier as a result of such direction, the CONSULTANT may the request the State to A-3.
enter into such litigation to protect the interests of the State, and in addition, the CONSULTANT
may request the United States to enter into such litigation to protect the interests of the United
States.
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SIGNATURE PAGE" C II
CERTIFICATION OF CONSULTANT
I hereby certify that I am the
Chairman of the Board
and authorized representative of the
whose address is
and that neither I nor the
firm of Post, Buckley. Schuh & Jernigan. Inc~
2001 N. W. 107 Ave.. Miami. FL 33172
above firm I hereby represent has:
(a) employed or retained for a commission, percentage, brokerage contingent fee, or other
consideration, any firm or person (other than a bona fide employee working solely for me or the above
CONSULTANT) to solicit or secure this Agreement.
(b) agreed, as an express or implied condition for obtaining this contract, to employ or retain the
services of any firm or person in connection with carrying out the agreement, or
(c) paid, or agreed to pay, to any firm, organization or person (other than a bona fide employee
working solely for me or the above CONSULTANT) any fee, contribution, donation, or consideration of any
kind for, or in connection with, procuring or carrying out the agreement; except as here expressly stated (if
any):
I acknowledge that this certificate is to be furnished to the Department of Transportation and the Federal
Highway Administration, U. S. Department of Transportation, in connection with this Agreement involving
participation of Federal-aid Highway funds, and is subject to applicable State and Federal Laws, both
criminal and civil.
Si~~0d~
Chairman of the Board
July 30. 1999
Date
TYPE OR PRINT NAME
2
SIGNATURE PAGE" D"
.
CERTIFICATION OF CONSULTANT
DRUG FREE WORKPLACE
Post, Buckley, Schuh &: Jernigan, Inc.
I hereby certify that I am a principal and duly authorized representative of whose
address is 2001 N. W. 107 Aven. Miami, Florida 33172
and it is also certified that:
(I) The provisions of Section 50-24-1 through 50-24-6 of the Official Code ,of Georgia Annotated, relating
to the "Drug-Free Workplace Act" have been complied with in full; and
(2) A drug-free workplace will be provided for the CONSULTANT's employees during the performance of
the contract; and
(3) Each subcontractor hired by the CONSULTANT shall be required to ensure that the subcontractor's
employees are provided a drug-free workplace. The CONSULTANT shall secure from that subcontractor
. the following written certification: "As part of the subcontracting agreement with the "PRIMARY
CONSULTANT', the "SUB-CONSULTANT' certifies that a drug-free workplace will be provided for the
sub-contractor's employees during the performance of this contract pursuant to paragraph (7) of subsection
(b) of the Official Code of Georgia Annotated Section 50-24-3"; and
(4) It is certified that the undersigned will not engage in unlawful manufacture, sale, distribution,
dispensation, possession, or use of a controlled substance or marijuana during the performance of the
contract.
July 30, 1999
(}J~ W
Date
Signature
William W. Randol h
Chairman of the Board
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SIGNATURE PAGE "E "
PRIMARY CONTRACTOR CERTIFICATION
REGARDING DEBARMENT, SUSPENSION AND
OTHER RESPONSIBILITY MATTERS
I hereby certify that I am the Chairman of the Board and duly authorized representative of the firm of
POjt, ~uckley, Schuh &: ~, whose address is 2001 N. W. 107 Ave. Miami, FL 33172 , and I
certf1~NH:rf~~~e read and understand the attached instructions and that to the best of my knowledge and
beJiefthe firm and its representatives:
(a) Are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily
excluded from covered transactions by AUGUSTA and the DEPARTMENT and by any Federal department
or agency;
(b) Have not within a three-year period preceding this Agreement been convicted of or had a civil judgment
rendered against the firm or its representatives for commission of fraud or a criminal offense in connection
with obtaining, attempting to obtain or performing a public (Federal, State, or Local) transaction or contract
under a public transaction in violation of Federal or State antitrust statutes or commission of embezzlement,
theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen
property;
(c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity
(Federal, State or Local) with commission of any of the offenses enumerated in paragraph (b) of this
certification; and
(d) Have not within a three-year period preceding this Agreement had one or more public transactions
(Federal, State or Local) terminated for cause or default.
(e) That the firm will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility
and Voluntary Exclusion - Lower Tier Covered Transaction" as attached hereto and without modification, in
all lower tier covered transactions and in all solicitations for lower tier covered transactions.
I acknowledge that this certification is provided pursuant to Executive Order 12459 and 49 CFR Part 29 and
that this firm agrees to abide by the rules and conditions set forth therein for any misrepresentation that
would render this certification erroneous, including termination of this Agreement and other remedies
available to the Georgia Department of Transportation and Federal Government.
I further acknowledge that this certificate is to be furnished to the Georgia Department of Transportation, in
connection with this Agreement involving participation of Federal- Aid Highway Funds, and is subject to
applicable State and Federal laws, both criminal and civil.
Wil~I:!Cb~rd
July 30, 1999
(Seal)
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SIGNATURE PAGE" F"
Instructions for Certification
Certification Regarding Debarment, Suspension, and Other Responsibility Matters-Primary Covered
Transactions (CONSULTANT'S)
1. By signing and submitting this contract the CONSULTANT is providing the certification as set in.
2. The inability of the CONSULTANT to provide the certification required may not necessarily result in
denial of participation in this covered transaction. The CONSULTANT shall then submit an explanation of
why it cannot provide the certification. The certification or explanation will be considered in connection
with AUGUSTA'S determination whether to enter into this transaction. However, failure of the
CONSULTANT to furnish a certification or an explanation shall disqualify such person or firm from
participation in this transaction.
3. The certification, is a material representation of fact upon which reliance is placed by AUGUSTA before
entering into this transaction. If it is later determined that the CONSULTANT knowingly rendered an
erroneous certification, in addition to other remedies available to the Federal Government, AUGUSTA may
terminate this transaction for cause of default.
4. The CONSULTANT shall provide immediate written notice to AUGUSTA if at any time the
CONSUL T ANT learns that its certification was erroneous when submitted or has become erroneous by
reason of changed circumstances.
5. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction,"
"participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded,"
as used in these instructions and the certification, have the meanings set out in the Definitions and Coverage
sections of the rules implementing Executive Order 12549. You may contact the Department for assistance
in obtaining a copy of those regulations.
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6. The CONSULTANT agrees by submitting this proposaV contract that should the proposed covered
transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a
person/firm who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in
this covered transaction unless authorized by AUGUSTA.
7. The CONSULTANT further agrees by submitting this proposal/contract that it will include the clause
titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier
Covered Transaction," as provided by AUGUSTA without modification, in all lower tier covered
transactions and in all solicitations for lower tier covered transactions.
8. A Consultant, in a covered transaction may rely upon a certification of a prospective participant in lower
tier covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the
covered transaction, unless he knows that the certification is erroneous. The CONSULTANT may decide
the method and frequency by which it determines the eligibility of its principals.
9. Nothing contained in the foregoing shall be construed to require establishment of a system of records in
order to render in good faith the certification required by these instructions. The knowledge and information
of the CONSULTANT is not required to exceed that which is normally possessed by a prudent person in the
ordinary course of business dealings.
10. Except for transactions authorized under paragraph 6 of these instructions, if the CONSULTANT in a
covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended,
debarred, ineligible, or voluntarily excluded from participation in this transaction in addition to other
remedies available to the Federal Government, AUGUSTA may terminate this transaction for cause or
default.
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SIGNATURE PAGE "G"
LOWER TIER CONTRACTOR
CERTIFICATION REGARDING DEBARMENT, SUSPENSION,
INELlGIBILllY AND VOLUNTARY EXCLUSION
I hereby certify that I am the and duly authorized representative of the firm of
whose address is , and I
certify that I have read and understand the attached instructions and that to the best of my knowledge and
belief the firm and its representatives:
Are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded
from covered transactions by the Primary Contractor, AUGUSTA, Georgia Department of Transportation or
by any Federal department or agency.
I acknowledge that this certification is provided pursuant to Executive Order 12549 and 49 CFR Part 29 and
that this firm agrees to abide by the rules and conditions set forth therein for any misrepresentation that
would render this certification erroneous, including termination of this Agreement and other remedies
available to AUGUSTA, the Georgia Department of Transportation, and the Federal Government.
I further acknowledge that this certificate is to be furnished to the Georgia Department of Transportation, in
connection with the Prime Contractor Agreement involving the participation of Federal-Aid Highway Funds,
and is subject to applicable State and Federal laws, both criminal and civil.
Date
Signed
7
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SIGNATURE PAGE" H"
Instructions for Certification
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered
Transactions
This certification applies to subcontractors, material suppliers, vendors and other lower tier participants.
By signing and submitting this proposal, the prospective lower tier participant is providing the certification
set out below.
]. The certification in this clause is a material representation of fact upon which reliance was placed when
this transaction was entered into. If it is later determined that the prospective lower tier participant
knowingly rendered an erroneous certification, in addition to other remedies available to the Federal
Government, the department or agency with which this transaction originated may pursue available
remedies, including suspension and/or debarment.
2. The prospective lower tier participant shall provide immediate written notice to the person to whom this
proposal is submitted if at any time the prospective lower tier participant learns that is certification was
erroneous when submitted or has become erroneous by reason of changed circumstances.
3. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction,"
"participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily
excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of
the rules implementing Executive Order 12549. You may contact the person to whom this proposal is
submitted for assistance in obtaining a copy of those regulations.
8
4. The prospective lower tier participant agrees by submitting this proposal that should the proposed
covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction
. with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from
participation in this covered transaction unless authorized by the department or agency with which this
transaction originated.
5. The prospective lower tier participant further agrees by submitting this proposal that it will include this
clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary
Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions
and in all solicitations for lower tier covered transactions.
6. A participant in a covered transaction may rely upon a certification of a prospective participant in lower
tier covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the
covered transaction, unless it knows that the certification is erroneous. A participant may decide the
method and frequency by which it determines the eligibility of its principals. Each participant may, but
is not required to, check the Non-procurement List.
.
7. Nothing contained in the foregoing shall be construed to require establishment of a system of records in
order to render in good faith the certification required by this clause. The knowledge and information of
a participant is not required to exceed that which is normally possessed by a prudent person in the
ord inary course of business deal ings.
8. Except for transactions authorized under paragraph 5 of these instructions, if the participant in a covered
transaction knowingly enters into a lower tier covered transaction with a person who is suspended,
debarred, ineligible, or voluntarily excluded from participation in this transaction in addition to other
remedies available to the Federal Government, the department or agency may pursue available remedies,
including suspension and/ or debarment.
9
.
.
.
.
SIGNATURE PAGE" I"
NOTICE TO CONTRACTOR
COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964
FOR
FEDERAL-AID CONTRACTS
A. The undersigned certify that the provisions of Sections 45-10-20 through 45-10-28 of the Official Code
of Georgia Annotated relating to Conflict of Interest have been complied with in full.
B. It is further agreed that the CONSULTANT will comply with the regulations for Compliance with Title
VI of the Civil Rights Act of 1964, as amended, and 23 CFR 71 0.405(b) as stated in Appendix A of this
Agreement. Appendix A is hereby expressly incorporated into and made a part of the Agreement.
Julv 30, 1999
Date
Signature
William W~ Bmdol h
Chairman of the Board
10
.
.
.
IN WITNESS WHEREOF, said parties have hereunto set their seals the day and year above first written.
POST BUCKLEY SCHUH & JERNIGAN, INC.
CITY OF AUGUSTA-RICHMOND COUNTY
AUGUSTA, GEORGIA
BOB YOUNG
TITLE: MAYOR
iklt;rJtu1Y
TREASURER
POST BUCKLEY SCHUH & JERNIGAN,INC.
CONSULTANT
uJ~W~
BY: William W. Randolph
Chairman of the Board
TITLE:
frn4sM!Lh~
I attest that the Corporate Seal attached to this document is
in fact the seal of the Corporation and that the officer of
this Corporation executing this document does in fact
occupy the official position indicated and is duly
authorized to execute such a document on behalf of this
Corporation,
ATIEST:
~t.~~
CORPORATE' SECRET
Becky S. Schaffer. Assistant Secretary
59-0896138
FEDERAL EMPLOYEE TAX NO.
.
.
.
SIGNATURE PAGE "B"
CERTIFICATION OF THE DEPARTMENT OF PUBLIC WORKS
AUGUSTA-RICHMOND COUNTY
I hereby certify that I am the of the Department of Public Works of Augusta-
Richmond County, Georgia, and that the above consulting firm or his representative has not been required,
directly or indirectly as an express or implied condition in connection with obtaining or carrying out this
Agreement to:
(a) employ or retain, or agree to employ or retain, any firm or person, or
(b) pay, or agree to pay, to any firm, person, or organization, any fee, contribution, donation, or
consideration of any kind, except as here expressly stated (if any).
I acknowledge that this certificate is to be furnished to the Georgia Department of Transportation, the
Federal Highway Administration, U.S. Department of Transportation, in connection with this Agreement
involving participation of Federal-aid Highway Funds, and is subject to applicable State and Federal Laws,
both criminal and civil.
10 / if / 1r
t {
DATE
~SIGNA TIJRE
1~b iOl"'~ I /L{Ii.T~
TYPE OR RINT NAME AND TITLE
.
AUGUSTA-RICHMOND COUNTY
STP-7001(9) P.I. NO. 250510
WRIGHTSBORO ROAD WIDENING FROM BELAIR ROAD TO AUGUSTA WEST PARKWAY
PHASE1 CONCEPT DEVELOPMENT
ROADWAY DESIGN(PBSJ)
$44,996.24
TRAFFIC ANAL YSIS(PBSJ)
$30.428.98
PHASE 1 SUB TOTAL
$75,425.22
PHASE 2 DATABASE PREPARATION
PBSJ
$3,575.00
AERIAL MAPPING (HOFFMAN & CO" INC,)
$16,000.00
SUPPLEMENTAL AND PROPERTY SURVEYS.
DEED RESEARCH
(CRANSTON, ROBERTSON. & WHITEHURST)
$98.625.06
PHASE 2 SUB TOTAL
$118,200.06
PHASE 3 ENVIRONMENTAL ASSESSMENT
PBSJ
$42,349.17
SOUTHEASTERN ARCHAEOLOGICAL ASSOC,
$4,660.00
HISTORIC RESOURCES (EDWARDS- PITTMAN ENVIRONMENTAL)
$20.000.00
PHASE 3 SUB TOTAL
$67,009.17
.
PHASE 4 PRELIMINARY PLANS
ROADWAY DESIGN(PBSJ)
$105,656.99
RAES CREEK HYDRAULICS AND CULVERT DESIGN
(CRANSTON. ROBERTSON, & WHITEHURST)
$5.300.00
PHASE 4 SUB TOTAL
$110,956.99
PHASE 5 RIGHT OF WA Y PLANS
ROADWAY DESIGN(PBSJ)
$55,082.08
R.OW. STAKING(CRANSTON, ROBERTSON, & WHITEHURST)
$15.955.90
PHASE 5 SUB TOTAL
$71,037.98
PHASE 6 FINAL CONSTRUCTION PLANS
ROADWAY DESIGN(PBSJ)
$95,090.82
RAES CREEK CULVERT DESIGN
(CRANTSON, ROBERTSON. & WHITEHURST)
WA TERLlNE RELOCA TION(PBSJ)
$5,200.00
$27.063.50
PHASE 6 SUB TOTAL
:.$127,354-32
. $569;983.74
TOTAL
.
.
.
.
15-Feb-99
1. Direct Labor (Specify)
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.I. No. 250510 Richmond County
PHASE 1- TASK: Concept Development (Roadway)
QC Engineer
Project Manager
Senior Engineer
Highway Engineer
Highway Tech/CADD
Clerical
EST. HOURS
24
80
140
260
260
8
RATE/HOURS
44.67
27.00
22.00
19.00
18.00
15.16
TOTAL DIRECT LABOR
2. Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE-OVERHEAD ($)
16053.36 x 150% =
TOTAL OVERHEAD
3. Total Estimated Labor with Overhead Cost (1) + (2)
4. Fixed Fee/Profit (10%)
5. Other Direct Costs
Xerox Copies
Printing/Reprographics
Trips To GOOT
Trips To Augusta
LodginglMeals
Parking
Telephone,Mail
TOTAL OTHER DIRECT COST
6. Maximum Amount of Contract Proposal
Post, Buckley, Schuh Jernigan, Inc,
$24,080.04 ,.
EST. COST $
$1,072.08
$2,160.00
$3,080.00
$4,940.00
$4,680.00
$121.28
EST. COST $
$75.00
$200.00
$15.50
$279.00
$156.00
$24.00
$100.00
$849.50
$44,996.24
.
.
.
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.I. No. 250510 Richmond County
PHASE I - TASK: Concept Development (Traffic)
EST. HOURS
72
232
56
Senior Traffic Engineer
Traffic Engineer
Technician/CADD
RATE/HOURS
38.51
30.00
16.00
TOTAL DIRECT LABOR
2. Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE-OVERHEAD ($)
10628,72 x 150% =
TOTAL OVERHEAD
3. Total Estimated Labor with Overhead Cost (1) + (2)
4, Fixed Fee/Profit (10%)
5. Other Direct Costs
$15,943.08
SUBCONSUL T ANT -Traffic Counts- Southern Traffic
Misc.(Telephone,Postage, etc.)
TOTAL OTHER DIRECT COST
6. Maximum Amount of Contract Proposal
Post. Buckley. Schuh Jernigan. Inc,
EST. COST $
$2,772.72
$6,960.00
$896.00
$1.200.00
$30,428.98
,
.
.
.
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.J. No. 250510 Richmond County
PHASE 11- TASK: Database Preparation
15-Feb-99
1. Direct Labor (Specify)
EST. HOURS
20
40
RATE/HOURS
27.00
19.00
Project Manager(PBSJ review)
Project Engineer(PBSJ review)
TOTAL DIRECT LABOR
2, Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE-OVERHEAD ($)
1300 x 150% =
$1,950.00
TOTAL OVERHEAD
3. Total Estimated Labor with Overhead Cost (1) + (2)
4. Fixed FeefProfit (10%)
5. Other Direct Costs
SUBCONSULTANT (Supplemental & Property Surveys)
Cranston, Robertson, & Whitehurst
SUBCONSULTANT (Aerial mapping)
Hoffman & Company. Inc.
TOTAL OTHER DIRECT COST
6. Maximum Amount of Contract Proposal
Post. Buckley. Schuh Jernigan. Inc,
EST. COST $
$540.00
$760.00
$114,625.06
$118,200.06
.
.
.
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.I. No. 250510 Richmond County
PHASE III - TASK: Environmental Assessment
EST. HOURS RATE/HOURS EST. COST $
Planning Project Manager 99 31.73 $3.141.27
Senior Planner 202 21.63 $4.369.26
Wetlands Planner 32 21.63 $692.16
Planner 303 16.71 $5.063.13
Tech/CADD 77 16.82 $1.295.14
Clerical 37 15.16 $560.92
TOTAL DIRECT LABOR
2, Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE-OVERHEAD ($)
15121.88 x 150% =
$22.682.82
TOTAL OVERHEAD
3, Total Estimated Labor with Overhead Cost (1) + (2)
4. Fixed Fee/Profit (10%)
5. Other Direct Costs
Mileage(4 trips@350 mi.@O.31/mi.)
P rinting/Reprog raphics
Telephone.postage, etc.
SUBCONSULTANT - Southeastern Archaeological Associates
EST. COST $
$434.00
$280.00
$50.00
$4,660.00
SUBCONSULTANT - Historic Resources Survey
Edwards-Pittman Environmental Inc.
TOTAL OTHER DIRECT COST
6. Maximum Amount of Contract Proposal
Post, Buckley, Schuh Jemigan. Inc.
$25,424.00
$67.009.17
.
.
.
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.I.No. 250510 Richmond County
PHASE IV - TASK: Preliminary Plans (Roadway)
15-Feb-99
1. Direct Labor (Specify)
EST. HOURS
24
176
300
620
650
8
QC Engineer
Project Manager
Senior Engineer
Highway Engineer
Highway Tech/CADD
Clerical
RATE/HOURS
44.67
27.00
22.00
19.00
18.00
15.16
TOTAL DIRECT LABOR
2. Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE-OVERHEAD ($)
$36,025.36 x 150% =
$54,038.04
TOTAL OVERHEAD
3. Total Estimated Labor with Overhead Cost (1) + (2)
4, Fixed Fee/Profit (10%)
5. Other Direct Costs
Xerox Copies, reprographics, printing
Hydrology & Hydraulics (Cranston, Robertson,Whitehurst)
Trips To GDOT
Trips To Augusta
Lodging/Meals
Parking
Telephone,Mail
Mylars and Bluelines
TOTAL OTHER DIRECT COST
6, Maximum Amount of Contract Proposal
Post, Buckley, Schuh Jernigan, Inc,
EST. COST $
$1,072.08
$4,752.00
$6,600.00
$11,780.00
$11,700.00
$121.28
EST. COST $
$200.00
$5,300.00
$15.50
$279.00
$156.00
$24.00
$150.00
$5,762.75
$11,887.25
$110,956.99
.
.
.
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.I. No. 250510 Richmond County
PHASE V - TASK: Right-of-Way Plans (Roadway)
EST. HOURS
24
112
192
282
282
4
QC Engineer
Project Manager
Senior Engineer
Highway Engineer
Highway Tech/CADD
Clerical
RATE/HOURS
44.67
27.00
22.00
19.00
18.00
15.16
TOTAL DIRECT LABOR
2. Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE~OVERHEAD ($)
18814.72 x 150% =
TOTAL OVERHEAD
3. Total Estimated Labor with Overhead Cost (1) + (2)
4. Fixed Fee/Profit (10%)
5. Other Direct Costs
Xerox Copies
Printing/Reprographics
Trips To GDOT
Trips To Augusta
LodginglMeals
Parking, Mail, Telephone
ROW Staking (Cranston,Robertson,Whitehurst)
Mylars and Bluelines
TOTAL OTHER DIRECT COST
6. Maximum Amount of Contract Proposal
Post. Buckley. Schuh Jernigan, Inc.
$28.222.08
EST. COST $
$1,072.08
$3,024.00
$4,224.00
$5,358.00
$5,076.00
$60.64
EST. COST ($)
$45.00
$100.00
$18.60
$372.00
$206.00
$100.00
$15,955.90
$2,500.00
$19,297.50
$71,037.98
.
.
.
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.I. No. 250510 Richmond County
15-Feb-99
PHASE VI - TASK: Final Design Construction Plans (Roadway)
EST. HOURS
24
96
192
424
576
QC Engineer
Project Manager
Senior Engineer
Highway Engineer
Highway Tech/CADD
RATE/HOURS
44.67
27.00
22.00
19.00
18.00
96
112
35.50
16.00
Traffic Engineer
Traffic Tech/CADD
TOTAL DIRECT LABOR
2. Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE-OVERHEAD ($)
31512.08 x 150% =
$47,268.12
TOTAL OVERHEAD
3. Total Estimated Labor with Overhead Cost (1) + (2)
4. Fixed Fee/Profit (10%)
5, Other Direct Costs
Xerox Copies, reprographics, printing
Hydraulics & final culvert design (Cranston,Robertson,Whitehurst)
Trips To GDOT
Trips To Augusta
LodginglMeals
Parking
Telephone,Mail
Mylars and Bluelines
TOTAL OTHER DIRECT COST
6. Maximum Amount of Contract Proposal
Post. Buckley. Schuh Jernigan. Inc,
EST. COST $
$1,072.08
$2,592.00
$4,224.00
$8,056.00
$10,368.00
$5,200.00
$18.60
$558.00
$270.00
$36.00
$250.00
$6,500.00
$13,632.60
$100,290.82
.
.
.
Guideline for Detailed Description of
Estimated Project Costs
Estimate A
Wrightsboro Road
STP-7001(9) P.1. No. 250510 Richmond County
PHASE VI- TASK: Waterline Plans
15-Feb-99
:_- -.~:-,-~~~~~';:'~
56
132
238
34.00
27.00
17.00
QC Engineer
Project Manager
Engineer
TOTAL DIRECT LABOR
2, Overhead (indirect) Cost on Direct Labor Above
OVERHEAD RATE X BASE-OVERHEAD ($)
9514 x 150% =
$14,271.00
TOTAL OVERHEAD
3, Total Estimated Labor with Overhead Cost (1) + (2)
4. Fixed Fee/Profit (10%)
5. Other Direct Costs
Printing/Reprograph ics
Trips To Augusta
Mylars and Bluelines
TOTAL OTHER DIRECT COST
6. Maximum Amount of Contract Proposal
Post. Buckley. Schuh Jernigan, Inc,
$1,904.00
$3,564.00
$4,046.00
EST. COST ($)
$100.00
$300.00
$500.00
$900.00
$27.063.50
TABLE OF CONTENTS FOR APPENDICES
.
Appendix A: Standard Specifications for the Preparation of Roadway Construction Plans
Appendix B: GDOT Electronic Data Guidelines
Appendix D: Preliminary Layout Criteria for Bridges and Walls
Appendix D-l: Guidelines for Bridge Surveys
Appendix D-2: Structure Type Study (Not Used)
Appendix E: Hydraulic and Hydrological Studies
AppendixF: Additional Design Criteria for Bridges and Walls
Appendix G: Guidelines for Electronic Bridge Plan Submission
.
.
.
.
APPENDIX "A"
STANDARD SPECIFICATIONS FOR THE PREPARATION OF
ROADWAY CONSTRUCTION PLANS
CRITERIA: The CONSULTANT shall become familiar with and use the latest, as determined by the
DEPARTMENT, American Association of State Highway and Transportation Officials (AASHTO)
Design Manuals for Arterial Streets, Rural, Urban and Interstate Highways, including those standards
adopted by the AASHTO and approved by the Secretary of Commerce, as provided by Title 23, United
States Code, Section] 09 (b), with the DEPARTMENT'S Standards, Procedures, Plans, Specifications and
Methods, with Federal Highway Administration procedures relating to plan review and approval, and
shall produce plans in accordance therewith.
DESIGN SPECIFICA nONS AND GUIDELINES: Design for roadways, bridges and other structures
shall be in accordance with the AASHTO, Design Specifications, current edition; AASHTO Guide
Specifications for Horizontal Curved Highway Bridges; AASHTO Standard Specifications for Structure
Supports for Highway Signs, Luminaries and Traffic Signals dated 1975; and AASHTO Roadside Design
. Guide dated ] 996. The lighting design shall be in accordance with the American National publication,
"An IES RP-8-83", and the Standard Specifications for Construction of Roads and Bridges, current
edition, as modified by Supplemental Specifications and Special Provisions, current editions. Design and
plan preparation shall also be in accordance with the FHW A Federal-aid Highway Program Manual
6-2-], dated January 11, 1977 and 6-4-2, dated April 10, 1975. Plans and specifications shall conform to
the requirements of the DEPARTMENT'S Standard Specifications and Supplemental Specifications,
latest edition, the Georgia Department of Transportation Manual on Drainage Design for Highways and
Highway Capacity Manual, current edition (T.R.B. Report No.2). Design for work inside interstate
rights of way shall conform to interstate standards. Design for work outside interstate right of way shall
conform to AASHTO design standards for the appropriate classification and speed design as indicated in
the project concept provided by the DEPARTMENT. Any deviation will require prior approval in writing
by the DEPARTMENT. On facilities where driveways are included, the CONSULTANT shall become
familiar with the DEPARTMENT'S regulations and procedures and shall produce plans for upgrading
driveway control. The CONSULTANT shall strive to meet "Desirable" or upper limit guidelines on all
new work and reconstruction. Where this proves to be impracticable, the design must meet "minimum"
. A-I
.
.
.
guidelines. Any deviation will require a written design exception or variance be approved prior to
incorporating the deviation in the work. The CONSULTANT shall prepare the required design exception
request for approval by DEPARTMENT and/or the FHW A. A design exception request will justify fully
why the guideline cannot be reasonably met considering such items as right-of-way impacts, cost,
mitigation measures taken, accident history, and recommendation. In addition to the references listed
above, the following references shall be used in the development of this project:
. Electronic Data Guidelines - Current Edition "GDOT"
. Turning Vehicle Templates by Jack E. Leisch & Associates or Autoturn CAD program by Transoft
Solutions.
. Manual of Uniform Traffic Control Devices "MUTCD" by the U.S. Department of Transportation,
Federal Highway Administration "FHWA".
. Manual of Drainage Design for Highways by the Georgia Department of Transportation, "GDOT".
. Roadway and Bridge Standard Plans by the "GDOT" Road and Airport Design Office. Design and
plan preparation shall also be in accordance with the Certification Acceptance Authorized by 23 USC
I 17(a) for Administering Federal Aid Projects Not On Interstate System, dated 6-1-90.
. Construction Details by the "GDOT" Road and Airport Design Office.
. Bid Item Index by the "GDOT" State Transportation Office Engineer.
. Rules and Regulations for Driveway and Encroachment Control by the "GDOT".
. GDOT Metric Conversion Guidelines, Current edition "GDOT".
This list is not intended to be all inclusive. All references shall be current editions. Any current editions
that are written in metric units shall be "soft converted" to U.S. Standard Units. Any rounding will be to
the dimension that will increase safety.
CONSTRUCTION PLAN SPECIFICATIONS: The plans shall be in accordance with the
DEPARTMENT'S Standard Specifications for Construction of Transportation Systems, as amended. The
DEPARTMENT will furnish the Georgia Standard Construction and Materials Specifications for use
throughout the PROJECT.
PLAN SIZES: Plans for roadway, drainage, utilities, bridges and walls shall be reproducible quality ink
drawings, on three (3) mil thick mylar with matte finish on both sides having outside dimensions of 36"
by 23" with 2" margin on the left and W' margin elsewhere and be produced by a Microstation CADD
system. Review sets of plans may be on paper with the same dimensions as above.
A - 2
.
.
.
CONSTRUCTION PLAN REQUIREMENTS AND SCALE: The plans shall be fully dimensioned in
Metric units; all elevations necessary for construction shall be shown similar to the DEPARTMENT'S
normal practice. All plans shall be prepared on the scales listed below, unless otherwise approved by the
DEPARTMENT. Drawings and lettering shall be such as to produce clear and legible reproductions
when reduced to half-size. The scale of sheets should be as follows:
1. 1"=10'
(a) preliminary layouts for walls.
(b) roadway cross sections }" = I 0' horizontal and 1" = 1 0' vertical Note: Cross
sections may have to be plotted lengthwise on the sheet to avoid folded sections.
(c) Driveway profile sheets horizontal 1" = 10', vertical}" = 20'
2. 1" = 20'
(a) roadway plan sheets for urban-type projects
(b) roadway profile sheets for urban-type projects 1" = 20' horizontal, 1" = 1 0' vertical
(c) gore detai I sheets
(d) intersection detail sheets
(e) drainage profile sheets I" = 20' horizontal, 1" = 1 0' vertical.
(f) detours for urban projects
(g) preliminary layouts for bridges
3. 1"=50'
(a) roadway plan sheets for rural-type projects
(b) roadway profile sheets for rural-type projects 1" = 50' horizontal, 1" = 1 0' vertical
4. }" = 100'
(a) cover sheet
(b) stage construction
5. I" = 200'
(a) stake out sheet
(b) property map
(c) drainage area map
The CONSULTANT shall check all details and dimensions shown on the plans before they are submitted
to the DEPARTMENT for review. Topography shall remain fully legible when plans are reduced in size,
but shall be less prominent and readily distinguishable from proposed work. Profile sheets shall have the
existing ground line dashed and the required profile in a solid line. All other plan sheets (utility, erosion
A - 3
.
.
.
control, landscaping, lighting, signing & marking, signal, etc.) shall be the same scale as its corresponding
roadway plan sheet.
CONSTRUCTION PLANS ORGANIZA nON AND SHEET INDEX
Construction plans will be assembled in the following sequence:
1. Cover Sheet
a. Index
b. Revision Summary Sheet
2. General Notes/Project Notes
3. Typical Sections
4. Summary of Quantities
a. Quantities Required on Construction
b. Quantities Required by Amendment
5. Detailed Estimate
6. Traffic Diagrams
7. Survey Layout Sheet (Stakeout Sheet)
a. Corridor Location Map (New Location Projects only)
8. Mainline Roadway Plan Sheets
9. Mainline Roadway Profile Sheets
10. Cross Street, Side Street, and Frontage Road Plan and profile sheets
11. Interchangellntersection Detail Plan Sheets
12. Ramp and Driveway Profiles and Profiles not included elsewhere
13. Drainage Area Map, Drainage Profiles, Sewer Profiles, and Culvert Profiles
14. Construction Staging Plan Sheets and Staging Cross Sections
15. Special Grading Sheets
16. Miscellaneous Details (detours, haul roads, pit locations, mitigation plans, etc.)
17. Utility Plans
18. Signing and Marking Plans and Details
19. Signal Plans
20. Lighting Plans and Details
21. Sound Barrier Plans and Details
22. Erosion and Sediment Control Sheets
23. Landscaping Plans and Details
A- 4
.
.
.
24. Cross Sections
25. Retaining Wall Plans and Details
26. Bridge Plans and Bridge Standards
27. Special Design Culverts
28. Construction Details
29. Georgia Standard Drawings
30. Right-of-way Plans.
The total sheets shown in the Index should be the total number of sheets in the plans. The total sheets
shown in the upper right corner of each sheet should be the total number of sheets submitted for the final
plan submission. Preliminary plans will be assigned temporary sheet numbers by using the sequence
prefix followed by a two-digit number. Example: mainline plan sheets will be numbered 8-01, 8-02,
8-03, etc. These numbers are to be placed in small blocks in the lower right corner of the sheet.
COMPUTATIONS: All design computations and computer printouts shall be neatly recorded on 8 W'
by 11" sheets, fully titled, numbered, indexed, dated, and signed by the designerIProject Manager and
checker. Project quantity computations shall be done in electronic spreadsheet format or directly
processed from the CAiCE software. The computer files, and two copies of the computations fully
checked and appropriately bound, shall be submitted to the DEPARTMENT with the plans. A complete
tabulation of the drainage analysis along with the calculations used to determine the size of drainage
structures shall be submitted to the DEPARTMENT with the construction plans.
BLUE PRINT REQUIREMENTS: The CONSULTANT shall furnish all the prints necessary for the
development of the preliminary and final construction plans and specifications. All prints shall be clear
and legible. The DEPARTMENT will furnish all prints for bidding and construction purposes.
SUBMISSION OF PLANS: Upon completion of the detailed construction plans, special provisions and
supplemental specifications, the CONSULTANT shall submit (1) set of mylar sepias and on set of prints
to the DEPARTMENT for final review and approval. Any revision necessary as a result of the final
review shall be made and resubmitted on mylar sheets by the CONSULTANT. The tracings and all other
documents prepared under this Agreement shall then be submitted to the DEPARTMENT whose property
they shall remain, without limitations as to their future use.
A - 5
SUPPLEMENTARY INFORMATION ON CONSTRUCTION PLAN PREP ARA nON:
. An of the following sheet descriptions and others required for completeness of the plans shall conform to
the DEPARTMENT'S Plan Presentation Guide.
COVER SHEET:
.
The completed Cover Sheet shall include:
I. Project Description; Name of Road and general limits
Example: 1-285 Widening from Ashford Dunwoody Road to 1-85
2. Project Number
3. County or Counties
4. Level of FHW A Oversight: Certification Acceptance (Exempt) or Non-Certification Acceptance
(Non-exempt)
5. Georgia DOT Project Identification (PI) Number
6. Federal Route Number and Permanent or Temporary State Route Number
7. Stationing:
a. Begin and End Limits of Construction on mainline and major sidestreets
b. At regular intervals along project (every 100 feet minimum)
c. Mainline and Intersection Equalities
d. Begin and end limits of all bridges and bridge culverts; number bridges
e. Railroad centerline (crossing equality station with the roadway)
8. City and County lines
9. State Routes, Federal Routes and other roads labeled
10. North Arrow and Scale
I I. Location Sketch: This map may be sketched or digitized from a state or county map and should
show a portion of the county or counties, major state or federal routes and other roads, important
streams and railroads. The project alignment should be shaded and labeled. A north arrow, for
the location sketch should also be included.
12. Northing and Easting "Project Midpoint" coordinates, zone of the coordinate grid system and
year horizontal and vertical datum used.
13. Design Data:
a. Functional Classification; for example: Urban Major Arterial
b. Traffic A.D.T.(base year)
.
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c. Traffic A.D.T. (future, 20 year traffic)
d. Traffic D.H.V. (each way)
e. Directional Distribution
f. Percent Trucks (peak)
g. 24 hour Trucks
h. Speed Design
14. Length of PROJECT box; required columns for mile by county and total project miles for:
a. Net length of Roadway
b. Net length of Bridges
c. Net length of Project
d. Net length of Exceptions
e. Gross length of Project
15. "This project is located _% in County and _% in Congressional District No.
_' County Code _."
16. Along the bottom of the sheet: the project number, and the county. For Example: STP-189-l(25),
Fulton County
17. Conventional Signs Legend showing general symbols used throughout the project.
18. "Plans Prepared by:" name and signature with Professional Engineer Stamp
19. "Under the Supervision of:" name of GDOT Liaison Engineer
20. State Urban Design Engineer's signature block
21. Chief Engineer's signature block
22. Date of Completed plans for F.F.P.R
23. Date of Location and Design approval
24. Date of Completed plans
25. Revision Dates block
TRAFFIC FLOW DIAGRAMS:
These sheets provide the traffic data information to determine design criteria. The DEPARTMENT shall
furnish the traffic data information. The CONSULTANT shall prepare the Traffic Flow Diagram sheets.
The sheets are not required to be to a scale, but the drawing should show and represent the alignment
with cross roads and side streets following generally the alignment of the overall project. Two sets of
diagram sheets are required, one which shows the Average Daily Traffic (ADT) and the other showing
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the peak Design Hourly Volumes (DHV). All sheets will contain the following information:
1. Label each sheet "Traffic Flow Diagram" with "Average Daily Traffic" or "Design Hourly
Volumes" respectively.
2. Label and show a representative alignment of the proposed roadway.
3. Label and show a representative alignment for cross roads and side streets.
4. Indicate and show a general north arrow.
5. Show the total 24 Hour Truck percentage and the Single Unit "SU" and Multiple Unit "MU"
percentage split on the ADT sheets. Show the peak hour truck percentage on the DHV
sheets.
6. Indicate by arrows, all directional traffic pattern movements with the respective volumes.
7. On the ADT sheets, indicate the base-year and the 20-year design traffic. The base-year
traffic is for the year the project is proposed to open. The 20-year design traffic should be
shown in parenthesis.
Example: 2005 ADT (2025 ADT)
8. On the DHV sheets, use the 20-year projected AM and PM peak volumes with the PM traffic
volume in parenthesis.
Example: AM (PM)
9. Show a legend to indicate what the traffic volumes represent as shown in 7 and 8 above.
TYPICAL SECTIONS:
The CONSULTANT shall provide all necessary typical sections required to describe the various mainline
roadway sections and/or side and crossroads. Typical sections should provide a precise description of the
proposed roadway and should conform to details as shown in the guidelines prepared by the Georgia
Department of Transportation Pavement Design Committee.
Typical sections shall be described for the entire project. Gaps or overlaps along the project are not
permitted. 'Each typical section should be numbered consecutively as it applies to the project and should
show station to station limits for its application. When transitions occur between roadway sections show
the variable distances and station to station limits for each transition. Typical sections for ramps,
frontage roads, cross streets, side roads, or other conditions shall be additional sheets from the mainline
typical sections and clearly labeled/defined by name and stationing where they apply.
A - 8
Typical sections should show exact dimensions (medians, travel-lanes, bike lanes, curb and gutter,
. shoulders, sidewalks, slopes, ditches, right-of-way, etc.) from the construction centerline. Locate and
label the roadway profile grade line. Label appropriate items as to type and thickness. All slope controls
should be specified on each typical section.
Typical sections should indicate the spread rates for Asphaltic Concrete and depths for concrete pavement
and Graded Aggregate Base to be used on the project. When directed by the DEPARTMENT, the
sections should indicate pay limits of material to be paid for by the square yard. The pavement structure
described in the typical sections shall be those approved by the DEPARTMENT. The CONSULTANT
shall supply the DEPARTMENT with the project cover sheet, preliminary typical section sheets and
pavement designs during the course of the plan preparation for the purpose of presentation to the
DEPARTMENT'S Pavement Design Committee.
Any special condition (such as v-gutter, guardrail, barriers, low point underdrain, etc.) should be shown as
details on the typical section sheets unless these items are covered by a Georgia Standard or a
construction detail, then a note should be included referring to the standard or detail.
. The scale of each typical section may differ between the horizontal and the vertical in order to more
clearly show the division between separate layers of the structure of the pavement.
CONSTRUCTION PLAN SHEETS:
Construction plan sheets shall include but are not limited to:
Existing topography. Buildings labeled as to type of materials. (If data is available) For
example: Two story brick, Framed, etc.
Plan legend for all symbols
Land lot numbers and lines (shown and labeled). (If available from Right of Way.)
Land district numbers and lines (shown and labeled). (If available from Right of Way.)
G.M.D. numbers and lines (shown and labeled). (If available from Right of Way.)
City limits and county lines
North arrow
Construction centerline with bearing (Construction layout sheet or stakeout sheet).
Street Names - all existing locations including mainline, state route and U.S. No.'s.
1.
2.
3.
4.
5.
6.
7.
8.
9.
.
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10. Construction limits (labeled include symbols for cut (C) or fill (F)).
11. Existing R/W and existing LI A labeled.
12. Required R/W and required LI A.
13. Curve data for all roadways
14. (BLA) and (ELA) at access break points. Provide station and offset.
15. Dual project plans clearly show begin/end project. (By stations)
16. Begin and end construction. (By stations)
17. Angles and stations of all intersecting streets.
18. Edge of pavement (existing and proposed) and other roadway features, on mainline, cross
roads and drives.
19. Equality stations and exceptions.
20. Roadway drainage, curb inlets, drop inlets, yard drains, culverts, channel changes, side and
cross drains. All drainage structures shall be numbered and this number used consistently
throughout the plans. Show the pipe size and direction of flow.
21. Permanent erosion control measures such as slope and ditch protections, detention ponds, rip
rap, serrated slopes, etc.
22. Direction of drainage flow, and bodies of water adjacent to or up to 2000 feet downstream
from project.
23. Driveways, tie ins and cross streets (label mainline intersection station)
24. Dimension pavement widths, proposed right of way, width of drives, radii, flares and tapers.
25. Superelevation and Superelevation transitions
26. Full station and offsets at all points on required right of way and easements including P.C.
and P.T. stations.
27. Driveway easement should have full station and offset on all points.
28. Property owners name on all sheets applicable.
29. Guardrail, barriers and/or attenuators.
30. Right of Way markers.
31. Any other item deemed necessary by the CONSULTANT or the DEPARTMENT
.
.
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ROADWAY PROFILE SHEETS:
The roadway profiles should include the following:
1. Existing ground line and elevations.
2. Proposed grades and elevations.
3. Special ditches, drainage structures and flow lines.
4. Vertical curve data including design speed.
5. Corresponding horizontal curves
6. Equality stations and exceptions.
7. Bridges with begin and end stations (50 and 100 year HW information for bridges over water)
8. Critical clearances for bridges over roadways
9. Begin and end construction station.
DRAINAGE PROFILE SHEETS:
Drainage Profiles shall be shown for all proposed drainage structures except side drains (under
driveways). Existing drainage profiles shall be shown if pipe and structures are to be retained and when a
proposed drainage system connects to it. Drainage structures shall be fully detailed and dimensioned.
The following information is to be included on the drainage profiles and/or summary of quantity sheets:
I. Structure Nos. shall be shown on drainage profiles, plan sheets and drainage summary sheets for
cross referencing.
2. Station and offset from centerline
3. Plot the pipe line, percent grade, and all inlets, junction boxes and manholes etc.
4. Skew angle to centerline of roadway (if applicable)
5. Size, length and type of structure.
6. Condition of structure (existing)
7. Height of structure for catch basins, drop inlets, manholes, etc.
8. Flowline elevations at all inlets and outlets
9. Height offill over pipes and culverts (existing and proposed groundline)
10. Special foundation backfill material and imperfect trench backfill material.
11. Type of end treatment.
12. Slope and direction of flow.
13. Drainage Area, Q50, QIOO, Hw50, HwlOO for cross drains.
A - II
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14. Method of connection between proposed and existing structures.
15. Applicable standards, construction details and special designs.
16. All quantities to complete drainage and erosion control.
All cross drain structures will be sized by the P.c. computer program HY-8. The Allowable Highwater
will be the existing I OO-year elevation plus 1.0 foot.
All drainage structures that are in a designated floodway must be sized to comply with the FEMA
regulations. FEMA structures require the computer analysis from FEMA, usually HEC-2 analysis.
Remodel the floodway and do not increase the 100-year storm more than 1.0 foot total. If the floodway
must be altered, all the necessary maps and computer printouts must be included in the drainage analysis
and the CONSULTANT shall ensure that all FEMA and Local Government requirements are satisfied.
When changing sizes of pipes the top elevation of the pipes shall be the same and the flowlines will
change. All other guidelines and computation sheets are in the "Manual on Drainage Design for
Highways". The CONSULTANT shall submit all drainage preliminary computations with the plans for
the Preliminary field Plan review. Final drainage computations shall be submitted with plans for Final
field Plan Review.
EROSION AND SEDIMENT CONTROL SHEETS:
Erosion and Sediment Control plans detail the temporary erosion control devices to be used during
construction. These devices include, but are not limited to: sediment basins, sediment traps, silt control
gates, floating silt retention barriers, check dams, silt fence (types A, B, & C), bailed straw, ditch checks,
brush barriers, and slope drains. Additional plan sheets may be required for each stage of construction.
STAGE CONSTRUCTION SHEETS:
Stage Construction plans detail one method by which the contractor can build the project. The plans shall
show the maintenance of traffic while detailing what portions of the roadway can be built during the
specific stage. Each stage shall also include a written description of what can be built during this stage.
Temporary alignments, profiles, and cross sections may be required to provide adequate information to
A - 12
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the contractor for each stage. In addition, plans sheets for each stage may also include but are not limited
to:
1. Erosion control
2. Temporary signing, marking and signals
3. Locations for temporary variable message signs
4. Locations for temporary barrier, impact attenuators, barrels
5. Location of temporary drainage
6. Location of travel lanes to remain open
7. Detour roadways/ haul road/maps
8. Location of temporary walls
9. Location of temporary bridges
10. Quantities for stage construction
SUMMARY OF QUANTITY SHEETS:
The Summary of Quantities is a tabulation of the items of work, quantities, and units of measurement for
a particular project. Each item shall be summarized by one of the following four methods:
I. Sheet by Sheet: Placing all quantities required on each individual sheet together on a single
line in a spreadsheet format (most roadway items). Example: Paving items, Curb and Gutter,
right of way markers.
2. Station by Station: Listing quantities that will be required from a given beginning station to a
given ending station. Example: Walls, Ditch Protection, and Temporary Silt Fence
3. Exact Station: Listing quantities that will be required at a specific location. Example:
Drainage Structures, Sediment Basins, Spring Box and Summary of Driveway Quantities.
4. Lump: Quantities that will be required for the complete project. Example: Grassing, Traffic
Control and Earthwork Quantities.
Notes, if required, shall be placed under the corresponding Quantity Boxes. Each Note shall consist
of special requirements, method of payment, regulations or directions prepared to cover the work
required which is not covered by the Standard Specifications, or for General Information.
All quantities calculated and shown in the Summary of Quantities shall be to the nearest whole number.
Any item pertaining to linear mile shall be to the nearest thousandth of a mile. "As Directed by Engineer"
A - 13
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quantities shall only be added upon recommendation from the DEPARTMENT. Any quantity amounts to
be rounded off shall occur only when transferring them from the Summary Boxes to the Detailed Estimate
Sheet. See the Detailed Estimate sheet discussion below for information pertaining to rounding off.
DET AILED ESTIMATE SHEET:
The Detailed Estimate Sheet for a set of construction plans is one of the most important sheets. It is a
precise listing of all the different pay item types and materials with quantity amounts needed to construct
the project. The Detailed Estimate is used by the Department to prepare the bid item proposal booklets,
which are sold to contractors for the purpose of submitting an itemized Cost Estimate for the proposed
construction work.
The Detailed Estimate Sheet(s) are to be placed in the plans immediately following all summary of
Quantity Sheets. The Detailed Estimate Sheet will read in double columns from top left to bottom right
with the top being the 35" side of a plan sheet sized 23" by 35". The line items will be spaced and so
divided as to provide a clear and legible Detailed Estimate. The quantity amounts to be shown for each
pay item shall be transferred from the summary to the Detailed Estimate Sheet as follows:
1. Use only whole numbers on the following:
a. miles
b. Acres
2. For pay items with the unit of measurement "EACH" - the summary and detailed estimate quantity
must match.
3. For large quantity items with small unit costs, anything over 1000 units, such as Unclassified
Excavation, carry the next highest even 100 forward to the Detailed Estimate regardless of the last
two digits. For example: 16,206 cubic yards should be carried forward as 16,300 cubic yards.
21,433 cubic yards should be carried forward as 21,500 cubic yards.
4. For intermediate quantities, 100 to 1000 units, such as pavement or pipes carry the next highest even
10 forward. For example: Paving items: 284 tons, use 290 tons
Pipe: 271 LF, use 280 LF.
5. Small quantities of 100 units or less, carry the same total forward unless it contains a decimal.
Where a decimal occurs, use the next highest whole number. For example:
33 cubic yards Class "A" Concrete, use 33 cubic yards.
A - 14
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65.2 square yards. Conc. Approach Slab, use 66 square yards.
6. For quantities ofless than 1 always use 1 unit. Example: 0.35 mile, use 1 mile
7. For hybrid quantities with a lump sum pay item, the Detailed Estimate item unit and quantity column
must be "LUMP". For example, Clearing and Grubbing - Project Number LUMP LUMP.
8. The pay item numbers shall be in numerical order within their respective category. The usual
procedure in making the Detailed Estimate is as follows:
a. Roadway items
b. Drainage items
c. Erosion control - permanent
d. Erosion control - temporary
e. Signing and Marking & Signal items
f. Concrete Bridge Culvert items (each culvert listed separately)
g. Wall items (including alternates if applicable)
h. Bridge items (including alternates if applicable)
06/04/99
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J
GDOT
ELECTRONIC DATA GUIDELINES
GDOT
ELECTRONIC DATA GUIDELINES
First Edition
Current Revision Date:
October 31, 1997
Previous Revision Date:
August 22, 1997
Filename: c:\gdoCedg\october 3J 1997\gdot_edg.doc, Revision Date: October 31.1997
Last saved date: 4/13198 8:02 AM. Last printed 04/13198 II :23 AM; Page I of J S3
GDOT
ELECTRONIC DATA GUIDELINES
TABLE OF CONTENTS
. TABLE OF CONTENTS ...._..................____....._..._.__._._.__..._._______.._...........__.___.... 2
DISCLAIM ER ......................._...................................._......_._......................__._._....__.._.._ .... 9
.
.
REVISION SUMMARY FOR GDOT EDG..............._._....._._......._.._...._______... , _10
REFERE,1\iCE TO ApPEll/DIX D .... ............... ....... ....... ....... ...... ..... ........... ...... ... ....... ................................................... ) 0
GDOT EDC, FIRST EDIllON CREATED DATE: AUGUST 22,1997 ...................................................................... 10
REVISIONS TO GDOT ELECTRONIC DATA GUlDELINES.................._.....__........___...___. 10
Mo~'11f DA Y, YEAR.. REVISION DESCRlP1l0N ..................................................................................................... 10
~08ER 31, 1997 -.......... ....... ..... .................. .......... ......... ................... ...... ......... .............. ................................... 10
GENERAL INFORM A nON .........._................_......_............_..__.............._.....__.......__.... _ 12
1997 . TRANSITION TO r-."EW SOn-\\' ARE ................................................................................................... I:!
OTHER NOTES OF INTEREST ........................................................................................................................ 12
Documenr forma r ................. .................................................. .......................... ................ ... ..... ............ ............... J 2
63 ~.s. 256 LEVELS ........................................................................... ..................... ............................................. J:?
CURRENT DOT SOFTI\' ARE VERSIONS ............................................................................................_.._... 14
SUPPORT FOR CEAL SOFTI\' ARE..............,..,............................................................................................... 14
SUPPORT FOR CAICE SOFTWARE VERIONS: ........................................................................................... 14
MAJOR SOFT\\' ARE AND CURRENT PRODUCTION VERSIONS........................................................... 15
D R~ "'IN G EX CH A ~ G E FILES ................................_................................................................................__... 16
GRAPHIC STANDARDS CO\1MO~ TO CAlCE AND MICROSTATION.................................._.......__...17
M icroSrQrion ....,................................................................ ................................................... ........... ... ...... ........... J 7
COLOR :\"l: "MBER: "".. ......., ...... .... ....... ......., ...... ...,...,...., ,........ .... .............,........................ ...... ,... .......... ....................... ] 7
M icroSrQrion ..................................... ..................................................................................... ......... ........ ............ J 7
LU--t: CODE: ..., ............ ........... ......... .......... ,... .........,..., ..... ,. ...... ..... ,......... ...... ......... ......... ........ ............ .... ...... ....... .......... 17
M icroSrQrion ...... ..................,....... ....................... ....... ................. ........................... .......... ..... ............ ... .... ........... 17
WEIGHT J\ill.i1\lBER: ............... ..................... ......... ......... .... ... ............ ................ ....................................,........ '............... I 7
WEIGHT VS. THICKNESS ................................................................................................................................ 18
COLOR NAME AND NUMBER EQUIVALENCY VALUES FOR CAICE AND ~UCROSTAnON ....... 18
CAICE NUMBERING SCHEME: . ..................... ................................................................................................ 19
USER DEFINED LINESTYLES ..................... ............. .......... ............................................. ................ ................ 20
USER COM~ANDS ............................................................................................................................................ 20
GUIDELINES FOR SUBMIlTING ELECTRONIC DATA TO THE DEPARTMENT ..____..__ 20
DEVlA nON FROM FOR..~A T ......................................................................................................................... 21
USING BACKUP. DISKS. AND COMPRESSION ........................................................................................... 21
I) CD' s ........................ ..... .................................. ............ ........................................................ ......................... 2 I
2) Zip dislc.s .... ..................................... ................................................. .......... ......... ....... ............................:..... 21
3) 3 1/2 H djslc~rr~s... ............ ...................... ................................................ ..... ......... ......................................... 2 I
4) FTp. ...... ............... .............. .............. ............. .......................................... ........ ........ .................................. 2 I
PKZIP AND PKUNZIP................................................ ............... .......................................... ................. ................ 22
MICROST A nON. FILE FORMA T ..................................................................................................................23
ENGliSH UNITS:....................................... .....................................:.................................... ............... ............... 23
MICROSTA TION TYPICAL SECTIONS............................................................................................................ 25
METRIC SEED FILE................ .... ............ ........ ...................... ................... .... ............ .... ................. ..... ............... 26
MINIMUM TEXT SIZE FOR RIGHT OF WA Y PUNS...................................................................................... 27
I:IICn.In 'rU'l' SIU CiR1IDJU.%DS ........................................................................................................................ 27
Filename: c:\gdot_edg\october 31 1997\gdoCedg.doc. Revision Date: October 31. 1997
last saved date: 4/13198 8:02 AM. Last printed 04/l3~8 II :23 AM; Page 2 of lS3
.
GDOT
ELECTRONIC DATA GUIDELINES
JCB'1'JlIC ~ SIZK Qt7IDIU.:tDS........................................................................................................................... 27
HOW MINIMUM METRIC SIZE WAS SELECTED................................................................................................. 27
NOTE ON WEIGHT FOR TEXT: ............................................................................................................................. 28
.
N AM ING AND LEVEL SCHEM ES -......-..-.......-...................................._....._................__........ 28
LONG mE NA MES . ... .... .................. ................... .... .... ....... .......... ........ ................... .......................................... 29
USING PI' FOR SUBDIRECTORY ................................................................................................................. 29
WINDOWS NT AND WINDOWS 95 ................................................................................................................... 29
DOS........................ .................. ................... ....................................................................................... ................ 29
FILE NAMING SCHEME FOR MICROSTATION DESIGN FILES...___.._....._...._.. __. JO
SHEET DESIGN FILE NAMES ......................................................................................................................... 30
RIGHT OF WAY Pf.4.NS... .............. ..... ............................. .................................................................................. 30
CONSTR UCTION PUNS...................... ............................................ ......... ......... ............... ..... ........... ............... 30
UTI UTY PLANS......................................................... ............ ......... ................ .................... ............ ................... 30
M ISCEUANEOUS PUNS OR FILES....... ....................................... ................................................................. 30
SHEET NUMBER GUIDEliNE AND LONG FILE NAMES.............................................................................. 30
FOR WX1llDOWS 95 OR 1fXHDOWS R"l' ........................................................................................................................ JO
Por J)()S ORL Y ....... ................................. ........ ................. ........... .................................................................................. 31
DESIGN FILES FOR RIGHT OF WAY & CONSTRUCTION PLA.lIoJS ................................................................... 32
DESIGN FILE LOGICAL NAME (jrapplicable) DESCRlPTlON..................................................................... 32
TOPO., ,.. '" ... ................. .... ......:,.... ... .... ............... ............ .... ........ ...... ..... ......... '" '.......... ..... '..... ......... ...... ....................... 32
MA IN.,................................."............,..........,...,.......................... ,..................,.......... ....................................... ............. 32
SURV ...,.. .... ..... '.. ................,.. ... ,...........,. .........,.,.,.. .... ..... '., ... ..... ...'.... ......... ,. .:.........,... ..................... ..... .........,.............. 33
KCRW... ....... .... ..... ...,............ .... ............,.... .... ..... ........... ............".......... .... ......, .....' ,........... ..... ........ .............. ....... ,........, 33
ARFL............, ,."...........,......,.".,..,..."....,.,.........,.,...............,.........",....,.,.........,.....,..,.,.................. ...........,........",........ 3 3
RF A, ....'.....,'.....,'.'.. .........,... ......"... ......, ......... ............., ........ .......... ........,..,.... ......, .... ....................... ......... .... ................ 3~
RFB.............,.,..,........,.........,...,........"......,........,..............................,.....,......,...............................................................~
UT IL", ,..... .........., .............. .....,.." ..."..... ..... ........... ... ....... ........... ..... ......... ..... ...........,... .......................... ... ................ ... ~
CONT ..... ......,..... '" ..... ..... ........, '.... ...,. '" ... ..., .... ..... .......... ........... .....,.. ... ....... ... ............... .............. ................ .......... ........ 34
SIGN".....,.... ,........ ...,..... ....... ....... .......... .... ..... .... ..... ..... ........ ...... '..... ........ ....... ...... ,. ... ...................... ........... .,.............., ~
IMPORT TEXT,........... ............................................................................... ............ ....... ....... ........ ........... ........ ... 36
NOTE ON TOPO FILES.................. ............................................. .............. ........................................................ 37
TOPO or MAPPING file levels ,. ,..,.... .... ............................................ ........ ......................................................... 38
GUIDEUNES FOR ATTACHING REFERENCE FILES ................................................................................... 42
(MAl N##) DESIGN FILEs....................... ......... ...................... ............. ......... ..... ......... ....... ......... ........ ................ 42
LogicaJ NalDe Levels Displaytd ... ..... ........................,............................... ........ ,...............,....... ............................ ... 43
RIGHT OF WA Y COVER SHEET....................................................................................................................... 44
Logical III... LeT.l. DiaplayecS ...,......................................................,...................................................44
RIGHT OF WA Y PLAN SHEETS........................................................ ................................................................ 45
Logical .... Level. Di8playe4 ..............................................................................................................45
CONSTRUCTION COVER SHEET .......................................... ....... ............ .......... ........ ..... ................................ 46
Logical III... Level., Diaplaye4 ..............................................................................................................46
CONSTR UCl70N Pf.4.N SHEETS ... ......................... ....... ..... ............................ .................. ............. .................. 47
Logical III... %.eYel. Diapl.yect..............................................................................................................47
UTI UTY P LAN SHEETS.......................... ..... ........... .......................... ......... ...... ......... ................. ............. ...... .... 48
GUIDELINES FOR METRIC DA TA...._......_...._._..........._____.___..._.._._......__. 49
METRIC STATIONING: GADOT WILL USE Kn.oMETER STATIONING ................................................................49
METRIC 5cALEs I PLAN SHEETS ............................................. ....................... ....................................................... 49
Plan sheets:................. .........................:...... ............................................ .... ...... ...... ............................................ 50
a I Rural........ .................................. ... ....... .................. ........ .... ........... ............. .......................... ... ..... ..... ............. .... ..... ... 50
b I Urban.................. .................... ....... ....... ........... .................. ....... ................ ...... ..... ............... ..... .... ........ ...... .... ............. 50
Profile Sheers: ............................................................................................ ........ ..... ............................................ 50
CROSS SECIlON SHEETS: ............................... ........................................... .......... .................................... .............. SO
C ross- secrion interval:...... ..................................................................................... ........................... ............ ...... 50
.
Filename: c:\gdot_edg\october 31 1997\gdoCedg.doc, Revision Date: October 31. 1997
Last saved date: 4/131988:02 AM. Last printed 04/13198 11:23 AM; Page 3 of lS3
.
GDOT
ELECTRONIC DATA GUIDELINES
UNITS SHOWN IN PLANS. ................. .....................................................:....................... ............. ..................... 50
FILE CONVERSION .. METRIc I ENCLISH....................................................................................................... 50
U.S. Surv~)' F ~~t (GA DOT plans) ................. ..................................................................................................... 51
Int~T7IQtional F ~~t .............. ................... ................... ............................................................... ............... ......... .... 5 J
I!;ROSION CONTROL....___........_..._._______..._._._........._.___.------..51
OTHER DESIGN FILES ----- . ---_._...__._______ 51
SA VING VIEWS IN MICROSTA nON FOR PLO'ITING -_._.___....._._______ 52
PROBLEM: RECALLING "'TO"," nON TO PLoT.. ........................................... ........ ........ ..................................... 52
SOlution: SV=P LOT....................... ............................................................................................. .... ......... ........... 52
SA VING THE 'CLlPPED BOUNDAR V'.. ...... ................................ ...... ........... ................. ................................. 53
C MA TCH Lf1\iES' ............. ............... ................................ ......... ......... .............................................. ............ ......... 53
LEVElS FOR SURVEY AND DESIGN INFORM A nON.__._.__...__.__ _ 55
SUR VPR 0 PO 1........__......__............_......................._............_...............__............._.._.._._. 57
PROPERTY AND RM' INFORMA nON ......................................................................................................... 57
PROPERTY BOUNDARY UNE MISCEJL.4NEOUS ......................................................................................... 57
RIGHT OF WA Y COM PUTED. .......................................................................................................................... 57
PROPERTY POINT ON UNE ............................................................................................................................ 57
PROPERTY CORNER FOUND...................................................., ...... ............................................................... 58
PROPERTY UNE POINT............................................................... .................................................................... 58
RIGHT OF WA Y MARKER FOUND ..................................................................................................................59
RIGHT OF WA Y PRESCRIPTION POINT......................................................................................................... 59
RIGHT OF WA Y RAILROAD .....................................................,.......................................................................59
RIGHT OF WA Y UTILITY COMPANY............................................................................................................... 60
POINT ON EASEMENT ............ ......... .................. ............................... .................................. ........ ..................... 60
. PARCEL LINE POINT........................................................................................................................................ 60
PARCEL OWNER AND INFORMA TlON.... ....... .................................. .......................................... '.... ............... 61
nEW SURVEY ALIGNMENT.... ............... .............. .............. ........ ............................ ...................... ................ 61
CENTERLINE............... ............ ............. ... ........,.................................. .............................................................., 6/
POINT ON CURVE ................... .......... ..... ..... ..................................................................................................... 6/
POINT OF INTERSECTION ..............................................................................................................................62
POINT OF TANGENCY ......................... ............................................................................................................ 62
POINT OF CUR V A TURE................................................................................................................................... '62
BOllNDA RV FEATURE LINES...... .................... ....................... ................ ................. ........ .......... ..................... 62
STATE UN E .... ........... ...... ............ ........... ............ ... .... ............. ... ........ ............. ......... ....... ......... ........... ........ ....... 63
COUNTY liNE .......................................................................................,........................................................... 63
cm U M IT LINE.......................................................... ................................. ....................... ...................... ....... 63
GEORGIA M IUTIA DISTRICT. .............. ........ .......... ......................................................................................... 63
UN D DISTRICT UNE................... ............................... ............................................................ ............ ..... ........ 64
UND LOT LINE............................. ................... ............. ........... ..................... ..... ...... ........ ..................... ........... 64
SIJRVMAPOI._______._.____ 65
LOCA nON SURVEY MAPPING [EA TURES ............................................................................................... 6S
LOCA TION SUR VEY CONTROL........ ........................... ........... ........ ............. ......... ................................... ........ 65
DISTRICT SURVEY CONTROL ................................................................ ........:................................................ 65
BENCH MARK.,'............................................................. ...................................................... ....................... ....... 66
NGS CONTROL MONUM ENT.............................................. ................... .................. '" .................... ................. 66
LOCA TION CONTROL MONUMENT............................................................................................................... 66
FlEW SURVEY DRAINA GE FEA TURES ...... ................................. ............................. .................................. 66
DAM. TOE....................................... ........................................................................................................... ........ 67
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Last saved date: 4/131988:02 AM. Last printed 04/13198 11:23 AM; Page 4 of lS3
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ELECTRONIC DATA GUIDELINES
DAM. TOP.......... .......... ....................... ................... .......... ...................... .............................................. .............. 67
CUL VERT END. FLOW UNE. ..... ................................................... .... ............................................................... 67
SINGLE CA TCH BASIN ............... ............................................. .......... .......................... ................................ ..... 68
CULVERT. WINGW AU END. .... ........ ................................ ...... .......... ........................................ ....................... 68
DOUBLE CA TCH BASIN................................................................................................................................... 68
DROP INLET, TOP ............................. .......... ..... ... .... .................... ..... ... ..... ............................... ......................... 68
HEAD W Au., END..... .... ........ ............................................................. ..................... ........................ ...... ............ 69
J UN CT/ON BOX. TOP................................. .................................. .............. ......... .......................... ..... .............. 69
DRA/NAGE PIPE. F IL ......... ....... ................................................................................ ... ................ .................... 69
STREAM BANK TOP.. ......... ............ .................................... ... ........ .... ................................................................ 70
STREAM CENTER F IL......................................................................................................................... .............. 70
STREAM EOG E.............................. ........................ .......... .................... ............. .............................. ................... 70
RIVER EDGE........ ............................................... ......................................... ......... .......... ............... .................... 71
TOP OF WA TER ELEV A TION........................................................................................................................... 71
EDGE OF WATER...... .............................. ................................. ..... .... ......... ........ ............................................... 71
SWAMP EDGE .......................... ................................................ .............. ...... ........................... .... ...................... 72
WETLAND BOUNDAR y..................................................................................................................................... 72
SPUR D/ KE .. ..... .................... .... ............... ........ ........ ....................................... ..... ......................... ..................... 72
LA KE ................. ..... ..... .............. ...................... ....... ............. ......................... ................... .............. ..................... 72
MISe. DRAINAGE FEA TURE ......................................................... .................................................................. 73
S VR VT 0 POO 1 ......................... ................... ................ .............. ........... ...... .............. .......................... .... ......_ _... ..... 73
FIELD SURVEY TOPO rEA TURES......................................................._........................................................ 73
CURB. ASPHALT EXISTING. ............... ........... ........................................., ................................. ....................... 73
WElJ... EXISTING......... ...................,. ............................................................., ,................................. ................. 74
WOODS LINE.............. ............................................... ............................. ............................................. .............. 7 oJ
WAU FACE. BOlTOM ..,......................,...........................................................................................................74
WAU FA CEo TOP. .................................. ........................................... .......................................... ............ .......... 75
SA TEWTE DISH.. ............................................................................. ................................................................ 75
TREE. CElvTER.......... ..................................................... .............................. ...... ..... ........ .................... .............. 75
BRIDGE. APPROA CH SLAB. EDGE,... .......................................... ... ...... .................................. ........................ 75
BRIDGE GurrER UNE. EXISTING .............................................................,................................................... 76
BRIDGE END. CENTER .........................., .......................................... ....... ........................................................ 76
BRIDGE END. CORNER........ ............. ...... ......... ......... ............................ .............. ........ ............. ....... ................. 76
BRIDGE END. EXISTING.................................................................................................................................. 77
BUILDING CORNER ............. ........................................................................ ........ .........., ...... ............ ............... 77
BUILDING ROOF UNE. CORNER ................................................................................................................... 77
CANOP Y ........ ............... ......... ............................................... ............................ ..... ....... ................. ..... ..... ........... 78
, CEM ITER Y UNE......................................... ............ ......................................... ..... ........... ......... ...... .................. 78
CURB & GurrER. FIL ...................................................................................................................................... 78
CURB & G UTTER. TOP.. ................. ..... ..... ......................... ..... ... ...... .... ............ ........................ ........................ 79
MARKER. M ISCEL1.AN EOU S .......... .................. ......... ..................................................... .................. ............... 79
DIRT DRIVE. C/L............. .......................................................................................... ...................... .................. 79
EDGE OF ASPHALT DRIVE ............................................................................................................................. 80
EDGE OF ASPHALT PA VEMENT.............................................................................................................:....... 80
EDGE OF ASPHALT SHOULDER .................................................................................................................... 80
EDGE OF CONCRETE DRIVE................... .......... .............................. ......... ............... ..... ............... ........... ........ 81
EDGE OF CONCRETE PA VEMENf................................................................................................................. 81
EDGE OF DIRT ROAD ................................................................ :...... .... ................. .......................................... 81
EDGE OF SURFACE TREA TM ENT....................................................... ...... ..................................................... 82
FENCE. CHAIN UN K. EXISTING............................. ........ ........... ...... ......... ................................................. ..... 82
FENCE. WOOD... .................................................... ......................... ... ............ ..... ... ........................................... 82
FENCE. BARBED WIRE. EXISTIN .................................................... ... ...... ....................................................... 83
FENCE. FIELD WIRE. EXISTING........................................................ .......................... ................................... 83
GASOUN E FILLER V AI. VE....................... ................ ................................... ...................................... ....... ........ 83
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GASOUNE MONITORING WEU..................................................................................................................... 84
GASO U NG P U M P. EXISTING........... .................... ................ ............................. .................. ................ ............ 84
GASOUNE PUMP ISUND. EXISTING ............................................................................................................ 84
GASOUNE STORAGE TANK. END .................................................................................................................. 85
GASOUNE VENT PIPE. EXISTING .................................................................................................................. 85
GUARD RAIL. EXISTING.. ..... ............ .......... ..... ..... ............ ............... ............ ....... ... ........ ..................... ............. 85
H EADER CURB. EXISTING ........... ... ..... ....................... .................................................................. .................. 86
HOUSE CORNER. EXISTING... ...... ..................................................... ................................. .................. ........... 86
HOUSE ROOF UNE CORNER. EXISTING ..................................................................................................... 86
MOBILE HOME CORNER. EXISTING.............................................................................................................. 87
MOBILE HOME ROOF UNE CORNER. EXISTING ........................................................................................ 87
MILE POST. HIGHWA Y. EXISTING ................................................................................................................. 87
MILE POST. RAILROAD. EXISTING ................................................................................................................ 88
KILOMETER POST. H IGHW A Y. EXISTING. ..... ...................... .......... .......................................... ..... ................ 88
SIGN. CENTER. EXISTING ... ......... .......... ................................ ..... ... .......... ...... ................. ................................ 88
SIDEWALK. CENTER. EXISTING ..................................................................................................................... 89
V.G U1T'ER. EXISTING ..................... ... .......... ....... .......... ...... ............. ......... ...... ....... .................................. ........ 89
W AU FA CEo EXISTING ....... ............... ........... ....... .............. ....... ..................... ..... ............ ...... ............ ...... ......... 89
DIRT ROAD. CIL EXISTING................ .................. .......-.-.:........ ....... ................,...... ........... .............. .................. 89
GRA VE. EXISTING ........... ........................ ............ .................. ...................................................... ................ ..... 90
BRIDGE CAP. EXISTING...................................... ................. ............................................... ................... ......... 90
BRIDGE COL U M N. CORNER EXISTING.................................. .............,.... ........ .......... .............. .............. ....... 90
BRIDGE COLUMN. EDGE. EXISTING... ........ .................................................................................................. 91
BRIDGE COLUMN. CENTER. EXISTING ..................::.................................................................................. 91
BRIDGE END ROLL EXISTING ... .... ...... .................................................. ........................................................ 91
IRRIGA TION UM IT. EXISTING.. .................................................................................................... ..............,.., 92
IRRIGATION PUMP TURNING POINT...................................,........................................................................ 92
CULTIVATION UNE. EXISTING ..................................................................................,...................................92
CONSTRUCTION BOUNDARY, ACTIVE. EXISTING....................................................................................... 93
CONSTRUCTION BOUNDARY, ACTIVE. EXiSTING....................................................................................... 93
CONSTRUCTION BOUNDARY. FINISHED ..................................................................................................... 94
UMIT UNE. EXISTING ....................................................... .............................................................................. 94
RAILROAD CENTERUNE. EXiSTING........................... ............................... ................................... ... .............. 94
RAILROAD, TOP OF RAIL. EXISTING.............................................................................................................95
TERRAIN POINT ON BREAK UNE .................................................................................................................. 95
RANDOM TERRAIN POINT. EXISTING ........................................................................................................... 95
OBSCURED AREA....... ............................ ......... ............ .............. ......... .............. ...... ............. .............. ......... ...... 96
DEAD AREA (CANNOT READ ELEVATIONS).................................................................................................96
TOPO. M ISCEll.4.NEOUS........ .... ...... ............... ............. ..... ....... '" ......... .............. ... ..................... ........... ...... .... 96
MA lNO I ...........---............--.....-.............._............__....__...._..._................._...___.._..._._.....__...._. 97
(INFORM A nON PLACED BY DESIGNERS) ................................................................................................ 97
SUR V EY CENTERU N E........ ..... ............. .................. ........... ..... ............................................ .............................. 97
CONSTR U CTION CENTERUNE........... ................ ................ ............................. ................. ................... ........... 97
SIDE OR CROSS ROAD CENTERUNE ............................................................................................................ 98
MISCELV.NEOUS EXISTING STRUCTURE..... ..........................................................................................:.... 98
NOTE AI: THE FOLLOWING APPLIES TO FEA 11JRE CODES OF : !NEOP. OUTEOP. CGBK. CGF. GUTBK.
~ .................... .......... ......... ...... ........................... .................... .................................. ...... ................. .......... ...... 99
PROPOSED ROADWA Y EDGE OF PA VING ..................................'................................................................. 99
ROADWAY lANE ELE.MENTS. PAINTING. STRIPING. PA1TERNS. ETC. PROPOSED............................. 100
BRIDGE AND BRIDGE CULVERT, PROPOSED ........................................................................................... 100
GUARD RAIL. PROPOSED ................................................................................................................ ............. 100
PLAN SHEET CUP BORDER....... .......... ....................................................................................... .................. 101
MAlN02......._..______._...... .......-...-...-.____.__......, .. ._____.. . ......__.___._.._._._ 101
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ELECTRONIC DATA GUIDELINES
.QRAINA GE rEA TIJRES. .......................... .................................. ..................................... ................................. 10 I
CA TCH BASIN. PROPOSEO ........................................ ............. ............................................ .......................... 101
DRIll NAG E STR V av RE. PRO POSED .................................................... ........ ........ ...................... ......... ...... 101
. RETAINING W AU, PROPOSED......................... ........................ ................ .......... ..... ...... ........ .................. ..... 102
MEDIAN OR SIDE BARRIER. PROPOSED...... ..... ............. ....... ................................... .................................. 102
SO V N 0 8A RRI E R W AU, PRO POSED.................. ........................... ....................................... ........... ............ 102
FENCE. PRO POSED .......... .......... ...... ...................... .................. .... ............................... ....... ........ ........ ........... 10J
SEDIMENT BASIN. PROPOSED.. ...... ......... ............................... ... ..................................................... ....... ...... 103
CDNSTR VCTION FEA TVRE, MISC.. PROPOSED. .................. ..................................................................... 103
C ONSTR V CTI ON LIMITS............. ............................. ................................ ...................... .............. ..... ............. 104
MAIN03......_.._....___....___..__._._ --. -104
1')\0 PER IT INFO !1M AnON.......... .......... .................................................................................. ....... ............. I 04
PARCEL 0 WN ER N AM E. N V M B ER. ETC. ................. ............. ........ ............ ........................ ........... ................ 104
RE Q V IRED RIW MARKER.... ................. ................. .. ..................... ................ ....... ........................ ...... ...... ...... 104
REQUIRED RIW POINT LINE. SHAPE. ETC. ......... ................. ..................................................................... 105
PRO POSED EASEMENT............................................................................................ ......................... ............ 105
TEMPORIIR Y EASEMENT....... .................................. .................... ................................ ................. ................. 105
DRIVEWA Y EASEMENT............. .......................... ..... ...................... .................... .......... ................ .................. 106
STA TlON " OFFSET FLAGS ...................................... .......... .............. ........... ............... ................ ...... ............ 106
STA TlON Fu. G. CENTERLINE CROSSING A FEA TVRE.. .............. .......... ........ ........... ........ ...................... 107
END AREA FEA TIJ REs CREA TED FROM CA ICE ....-.........................._.................._..............._____. 107
FOR USE ON CHECKING ROADWAY FEATUREs ................................................................................... 107
DITCH LINES............... ............... ......................................................... ............................................... ............ 107
SID EW ALK FACE AND BA CK.. ...... ........................... ........... .............. ...... ....... ............:..................... ............. 107
PROPOSED EDGE OF SHOU iDERL............................. ................ ...... ....... ..................... ............. .............. 108
C RO WN POINT.......... ..... ............. ....................................... ................ ...... ...... .......................... .............. ......... 108
SPECIAL DITCHES" HIGH CUTIF/U BERMS ...... ........ .................... .......................... ............ ............. ...... 108
. LEVELS FOR UTILITY INFOR\fA nON ......-.............................................._........................._.._ 109
SUR VUTILo 1......................................._.._....................._............................_..........__........_._.._.... III
WATER !\fA INS OR LINES (BLUE, EXISTING AND PROPOSEQj .. .............. ...... ................................... I I J
WA TER LINES..... ...... ...... .............. ........................ ....... ..... ................... .......... ......... ..... ............... ..................... III
WATER M ETEN........ ....... .............. ................... ........... ............ ....... ...... ....... ........... ............... ..... ......... ............. 112
FIRE H YDRIINT..... ......... .............. ................... ......... ............. ........ ........ ..... ....................... ..... ............... .......... 112
W A TEN VAL VE................... ................. .................... ..... ....... ......... .......... ............. ..... ......................... ............... II)
WA TER LINE, NON POTABLE.... ..................................... ..... ................... ............................................ ........... 114
GAS !\fA INS OR LINES (YELLOW. EXISJ1NG AND PROPosEDj......................................................... 1 15
GAS LINE............................ ........... .. ............................ ........................ . ...... ............... ................... ................... 115
GAS METER................................... .......... .......... .......................... ............................ ............ ...................... ...... 115
G AS CASING........................................................................................................... .......... ........... ...... ..... ......... 116
GAS VAL VE.. .. .. ............................ ....................... ............................ ................................................................. 117
GAS UN E MARKEN... ................................................... ....................... ................................ ........ ...... .............. 117
GAS VENT PlPE............................ ............................... .................................. ............. ............................ ......... 1/8
GAS YARD LlGHT..... ................. ... .......... ........................... ................................... ............................... ...... ...... 118
SANITARY SEWER (GREEN. EX!STING A!\lD ~ROPQSEDj ................................................................... 1 19
SAN IT AR Y SEWER U NE .............. ........... ......... .............. ........... ........ .................. .......... ......................... ......... 119
MAN HOLE. SAN IT AR Y SEW ER TOP.................... ............................................ .......... ........................... ......... 120
MANHOLE. SANITARY SEWER. FLOW LINE.......................................................... ........................,.............. 121
STORM SEWER (BLUE. EXISTING AND tROPoSEQ)..... ................................ ........................................ 122
STORM SEW ER LINE. EXISTING.... ........ ............ ............... .............. .......... ............................................... ..... 122
MANHOLE, STORM SEWER TOP. EXISTING................................................................................................ 123
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ELECTRONIC DATA GUIDELINES
SURVl!DL02......._...._____ --_..__....._ , .____....__.._....__........_......_ 124
LECTRIC POWER RED EXISTING AND PR POSED ........................................................................ 124
ELECTRIC PO WER. OVERHEAD.......................................... .................. ................ ................ ..... .............. .... 124
ELECTRIC POWER, UNDERGROUND. ............ ........... ..................... ........... ..... .................... ...... ........ ........... 125
GUY POLE .............. .... .......................... ..... .......................................................... ....... .... '" ....................... ....... 126
POWER POLE.. ...... ............ ................................ ....... ........... .......................... ...................... ............................ 126
POLE ANCHOR ... ...... ... ... ........ ....... ................................. ................. ............................................................... 127
ELECTRICAL TRANSFORMER....................................................................................................................... 128
ELECTRICAL BOX..... .........:............................................... ............ ...... ........................ ......................... .......... 128
ELECTRICAL YARD UGHT............................................................................................................................ 129
ELECTRIC UGHT POLE. ................... ................... .... ...... ................. .......................... ..................................... 130
MANHOLE. ELECTRiCAL....... .................. ....... .................. ... .......................................................... .......... ...... 131
TELEPHONE AND TELEGRAPH (ORANGE. EXISTING AND PROPOSED)........................................ 131
TELEPHONE UNE. OVERHEAD .............................. ..................................................................................... 131
TELEPHONE UNE. UNDERGROUND .......................................................................................................... 132
TELEPHONE POLE........................................ .................. ............. ........ ............. .................................... ......... 133
TELEPHONE PEDESTAL................... ..... ......... ............. ............... .................. ..... .................................. .......... 134
MANHOLE. TELEPHONE............................................................................................................................... 135
TELEPHONE. CM........................................................................................................ .................. .................. 135
TELEVISION CABLE (ORANGE. EXISTING AND PROPOSED)............................................................. 136
TELEVISION UNE. OVERHEAD .................................................................................................................... 136
TELEVISION UNE. UNDERGROUND .................... ....................... '" .................................... ......................... 137
SUR VUTI LO 3...... .............. ......................................... ..................................._. ..... .............. ................................... J 38
MICROWA VE CABLE (ORANGE. EXISTING AND PROPOSEDL......................................................... 138
M ICROW A VE. OVERHEAD .......... '" ...................................................................... .... ;.................. .................. 138
MICROWA VE. UNDERGROUND ............................................................,...................................................... 139
RAILROAD YELLOW EXISTING AND PROPOSED WIRED ON SOME PROPOSED ..................... 140
. RAILROAD TRA CKS........................................................................................................................................ 140
RAILROAD CROSSING SIGN....... .................. ................ ................................................................................. 142
RAILROAD CROSSING SIGN AND SIGNAL .................................................................................................. 142
RAILROAD F L4.SH I NG SIGNAL .......... .............. ................................................................... ..................... ..... 143
AUTOMA TIC GA TES (RR X-ING. DRA W BRIDGE. PARKING LOT}.................................................... 144
RAILROAD. ,A UTOMA TIC GA TE.................................................................................................................... 145
RAILROAD. AUTOMATIC GATE W/FL4.SHING SIGNAL.............................................................................. 145
MISCELLANEOUS UTILITY lNFORMA nON ........................................................................................... 146
STRAIN POLE. ....... ............ ............... ..... ................... ........... ................ .......... ..... .... ..... ..... .... ........ .... ...... ......... 146
UTIliTY. M ISCEl..LANEOUS.................................. ... ......... .... ............ .... ................. .......... .... ... ............. .... ...... J 47
PETROLEUM PRODUCT PIPE LINES /YELLOW. EXISTING AND PROPOSED) .............................. 148
PETROLEUM PRODUCT. PIPE UNE. .......... ................... ................. ............... ...... ........................................ 148
PETROLEUM PRODUCT, PIPE UNE CASiNG............................................................................................. 149
STEAM LINES (yELLOW. EXISTING AND PROPOSED} ........................................................................ ISO
STEAM .UN ES .................... ............ ............................................. ................ ..................... ................................ 150
UTIliTY ABBREVIA TIONS................................ ................................ ................... ........................................... 151
.
INDEX ......_.._...._..__.
......-..........----...-.-..-----...-.-.--..----.---.-...- 153
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GDOT
ELECTRONIC DATA GUIDELINES
.
DXSCLADG:a
The guidelines contained in this do~~ment are for
reference only. The material contained is provided
without warranty or, liability of any kind to the
Department · Every effort has been made to make the
do~'mentation as complete and accurate as possible
without errors.
This, information is provided on an -as is - basis.
updates to these guidelines will he made as needed due
to any errors found in the documentation, new programs,
change in software, software enhAncements, or as policy
and management dictate.
.
As with any documentation or guidelines, improvements
can and should be made. Any additions, suggestions or
comments for improvement are encouraged. This
documentation is not meant to be a complete
instructional document. The intent is to provide
guidelines that, if followed, will result in better
quality and consistency for electronic plans and
documents.
Any recommendation for improve~ent to this
documentation is welcomed. Any errors found should be
brought to the attention of the DOT 80 corrections can
be made. Any additional information or detailed
explanation needed to this documentatioD .hould be
do~".ftented and mailed to:
Georgia Department of Transportation
--
271 Capitol Avenue, Room 442
Attention: Computer SUpport
Atlanta, Georgia 30334
.
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GDOT
ELECTRONIC DATA GUIDELINES
.
REVZSION StzMMARY FOR GDOT BOO
Reference to Appendix D
Previous Guidelines were referred to as Appendix D.
This documentation totally replaces any previous
electronic data guidelines as referenced in Appendix D.
GDOT BDG, Pirst Bdition Created Date: August 22, 1997
Revisions to GDOT Electronic Data Guidelines
Month day, year -- revision description
October 31, 1997 _
Page 62 on the original document, under STATE LINE,
the NEW CAICE FEATURE CODE for STATE LINE was shown as
BGL. This should have been shown as BSL and has been
modified. There were 6 total changes from BGL to BSL.
Page 107 on the original document, under SIDEWALK
FACE AND BACK, the NEW CAICE FEATURE CODE for SIDEWALK
~ FACE was shown as SFW. This should have been shown as
SWF and has been modified. There was 1 total change
from SFW to SWF.
Page 111 on the original document, under WATER
LINES, the EXISTING CEAL CLASS CODE and the NEW CAICE
FEATURE CODE for WATER LINES was shown as OWL. This
should have been shown as UUWL and has been modified.
There were 6 total changes from UWL to UUWL under each
heading.
Page 141 on the original document, under MILEPOST
RAILROAD, the NEW CAICE FEATURE CODE for MILEPOST
RAILROAD was shown as TMPR .. A \ U' has been
added. An existing code under SURVEY information also
contained the original feature code. There were 14
total changes of 'u' being added to the end of the
feature codes under MILEPOST, RAILROAD that began with
TMPR . . ..
Page 86,87, and 88 on the original document, under
~MILE POST, HIGHWAY EXISTING; MILE POST, RAILROAD
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GDOT
ELECTRONIC DATA GUIDELINES
EXISTING; KILOMETER POST, HIGHWAY EXISTING; SIGN,
CENTER, EXISTING; the level shown to plot on R/W and
Constr. plans was changed from 5 to 1.
Page Ill, 112, deleted rows On chart to allow
landscape page numbering to begin on an odd page number
to eliminate a page being skipped in the page
numbering. Renumbered pages accordingly.
.
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.
GENERAL INFORMATION
1997 - TRANSITION TO HEW SOFTWARE
During 1997, all Georgia DOT roadway design offices are
transitioning from a DOS/Windows 3.x environment to a
Windows NT Server/WorkStation operating system.
Windows 95 will be used for administrative type
functions on PC's that do not have NT. During 1997,
all new procedures will be developed with new
documentation.
OTHER NOTES OF IN'l'EREST
Document format
This document was created using the MicroSoft Office 97
Suite. MicroSoft Word 97 ~ the format of this
document. The tables were inserted as a file from
MicroSoft Excel.
.
63 vs. 256 LEVELS
When selecting level schemes for MicroStation, a limit
of 63 levels for each design file is a current software
limi tation. A future enhancement to MicroStation
software should enable up to 256 levels in one file.
When the 256 level enhancement is released in a
production version, level schemes will be modified to
take advantage of the additional levels. The DOT will
make a revision to the Electronic Data Guidelines
allowing 256 levels per file to be used. Until the
revision, only 63 levels can be used.
It is important that information not is duplicated.
Documentation of procedures and project history should
be maintained in a project log file.
Only one centerline is desired on plans when plot ted.
If two centerlines exist in a drawing file or plan
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ELECTRONIC DATA GUIDELINES
sheet, each must be placed on a separate level and
described in detail.
As a rule, topography files will remain an independent
file and should not be modified except in special
situations. Only topographic information should be
included in topo files. No centerline information
should be created or shown in the topography files.
In places where EDG is mentioned in this document,
unless otherwise stated, it represents an acronym for
Electronic Data Guidelines and not the MicroStation EDG
utility which is 'a graphics design file editor.
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ELECTRONIC DATA GUIDELINES
CURRENT DOT SOPTWARE VERSIONS
The Georgia DOT desires to stay current with state of
the art trends in the market, however, budget
constraints, statewide implementation, impact on users,
and providing support for the new features must be
considered prior to any change.
As the department makes a change that results in
modifying electronic procedures, the Electronic Data
Guidelines will be updated where necessary to reflect'
the change. A list of the modifications will be.found
in the revision sununary. As a rule, until
do~ntation is modified, no deviation fram the
current dated guidelines should be considered.
SUPPORT FOR CEAL SOFTWARE
The Georgia DOT no longer uses CEAL for the design of
new projects. However, plans contracted using CEAL as
the design software must be submitted to the department
on versions no higher than 7.033. Versions higher than
7.033 can not be used by the department.
In previous electronic guidelines, it was stated that
'only versions current to or approved by the DOT would
be acceptable'. To transition to a new design
software, the DOT froze the production versions of CEAL
at 7.033.
SUPPORT FOR CAiCE SOFTWARE VERJ:ONS:
The Georgia DOT documentation support for CAiCE will
begin wi th CAiCE version 6.1. Versions prior to 6.1
will not be supported with documentation. If previous
versions of CAiCE are used, the INI files, sheet
commands, grid files, etc., provided by the DOT will
not work.
Except for special pre-approved projects, any project
beginning after February, 1997, must use CAiCE as the
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ELECTRONIC DATA GUIDELINES
design software. Only versions current to or approved
by the DOT will be acceptable.
MAJOR SOFTWARE AND CURRENT PRODUCTION VERSIONS
1. MicroStation 5.00.95, MicroStation 95
2. CAiCE vs. 6.1
3. DOS vs. 6.21, 6.22
4. Windows NT WorkStation vs 4.0
5. Windows NT SERVER vs 4.0
6 . Windows 95
.
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DRAWING EXCHANGE FILES
The onl acce table
DOT is MicroStation.
is acceptable for
department.
CADD software used b the Geor ia
Only the MicroStation file format
transmitting CADD files to the
Translation tables, conversion tables, or special
software programs have not been created or standardized
for exchanging information between common file formats
such as DXF, DWG, ICES, IGES, or software such as
Autocad, ARCVIEW, ARCINFO, etc.
MicroStation provides methods for exchanging select
file types but data is often modified during the
process. Improvements have been made and are being
evaluated. If CADD software other than MicroStation is
used, those files should be converted to MicroStation
and thoroughly reviewed prior to transmi tting to the
department.
Until exchange files, tables, etc. are created,
documented, and made available with DOT guidelines,
onl the MicroStation file format for CADD will be
acceDted and SUDDorted.
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ELECTRONIC DATA GUIDELINES
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GRAPHIC STANDARDS
MICROSTATION
AND
COMMON
CAiCE
'1'0
The following is provided for reference only.
MicroStation
COLOR NUMBER:
CO I: .
o
1
2
3
4
5
6
7
8
etc.
background)
~ RESULTING COLOR
= WHITE
= BLUE
= GREEN
= RED
= YELLOW
= PURPLE
= ORANGE
= BROWN
= VIOLET
to 255
(255,
reserved
for
. MicroStation
LINE CODE:
LC - # ~ RESULTING LINE STYLE
-
0 = SOLID
1 = DOTTED
2 = MEDIUM DASH
3 = LONG DASH
4 = DOT DASH
5 = SHORT DASH
6 = DASH DOT DOT
7 = LONG DASH SHORT DASH
.
MicroStation
WEIGHT NUMBER:
WT I: .
o
1
2
3
~ RESULTING WBIGHT I THICKNESS *
= 0.005"
= 0.010"
= 0.015"
= 0.020"
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4 = 0.025"
5 = 0.030"
6 = 0.035"
7 = 0.040"
8 = 0.045"
9 = 0.050"
10 = 0.055"
WEIGHT VS. 'l'BICKNESS
* NOTE: MicroStation weights range from 0 to 31. The
resul ting weight as shown above is not a MicroStation
design file thickness value as viewed on the monitor
screen, but is the measured width or thickness on a
hardcopy plot from an output-device such as a plotter.
The resulting value may vary slightly in appearance or
measured width due to plotter specific controls. A
measured value of width or thickness as shown above is
desired and must be obtained within a reasonable
tolerance.
'.
Experience indicates there is no problem meeting the
above guideline for thickness and appearance. For that
reason, a tolerance value is not specified. If upon
review of plans submitted to the Department or
submitted by another office. of the Department, it is
found that the line thickness, weight, or style does
not meet the Departments guidelines, the Department
shall reserve the right to reject those plans.
COLOR NAME AND HUMBER BO'O~cy VALUES FOR CAfCE AND
MICROSTATION
The CAiCE color table (COLOR.TBL) has been modified to
reflect the colors found in the MicroStation color
table used by the department. CAiCE uses only 16
colors. The RGB colors (0-15) and numbers (0-15) are
set the same for CAiCE and MicroStation. Some values
have been modified slightly to produce the color needed
for compatibility of previous written processes.
.
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RGB
255 255
o 140
o 255
255 0
255 255
160 32
255 165
205 155
20 120
204 204
o 0
o 204
100 149
204 204
136 34
204 51
60 105
255
255
o
o
o
240
o
105
50
204
204
o
237
o
136
o
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ELECTRONIC DATA GUIDELINES
CAiCE .
o
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
B*
COLOR RAME MICROSTA.
white
blue
green
red
yellow
purple
orange
brown
violet
grey
true blue
true green
cornflower blue
yellow gold
purple
burnt red
dark skyblue bkgrnd
COLOR .
o
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
255
*Note: B as used here 1.S not a color. It represents
background color only is in the lower right corner of
the color table when displayed in MicroStation. IB' is
not to be confused with any color value or name.
The common color name or number may vary with software
packages due to the built in software codes for
programmer preference. Graphics cards and settings, a
monitors display capability, manufacturer settings,
etc., are just a few items that could affect the
displayed color. This information is provided for user
reference only.
CAiCE HOMBERING SQIEME:
1-4,999 (survey); 5,000 and above, (design)
Numbers 1 through 4,999 shall be reserved for survey
information only. The designers shall start all of
their numbers, regardless of the alpha prefix with
5000. This is to minimize problems with down loading
points into the data collector for survey use.
.
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USER DEFINED LINESTYLES
MicroStation version 5.x and above provides a feature
for USER DEFINED or CUSTOMIZED LINESTYLES. Linestyle
tables are to be developed and standardized for use in
plans. When completed, they will be made a part of
this documentation and made available for use.
USER COMMANDS
The DOT is phasing out the use of MicroStation user
commands. Due to their ease of use, additional
commands may be written but the Department will not
depend on this tool as a major part of future
development. Current MicroStation versions support
their use and we will continue utilization of existing
user commands until they can be replaced.
GUIDELINES FOR SUBMITTING ELECTRONIC DATA TO THE
DEPARTMENT
All electronic data furnished to the GA DOT shall use
the appropr ia te naming scheme and format for the type
of data to be transmitted. It is very important to
clearly communica te what is being transmi tted and to
describe the format of the transmitted files.
A letter is to be attached to all submissions stating
briefly:
1. File content
2. File Format (zipped, NT, DOS, MicroStation, CAiCE
etc. and the utility used)
3. CAiCE or MicroStation version (5 for DOS, 95 for
DOS, 95 for Windows 95/NT, etc.)
4. Number of diskettes, zip disks, etc.
5. Files must be in the proper format before
transmitting to the DOT. No translating of
information by DOT personnel shall be required.
6. If files are zipped or backed up, a brief
explanation of the recommended procedure to extract
the files should be included.
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ELECTRONIC DATA GUIDELINES
7 . Versions of software must be current to or fully
compatible with that of the GA DOT.
8. Each disk submitted shall be labeled and dated with
a minimum of the PIt and date. If a series of
disks are transmi tted, the disk label shall also
include the disk number and the total disks of that
set, {ex: l' of 10}. Other subsequent disks shall
be labeled so as to uniquely identify each group or
set and shall include the sequence number followed
by the total number in the group {ex: 2 of 10, 3 of
10, etc.}
9. The DOT reserves the right to reject any file
transmitted that does not conform to these
guidelines.
.
DEVIATION FROM FORMAT
Any file to be submitted that deviates from the above
mentioned format must have prior DOT approval. The
approval must be in writing with the name of the
individual fram the DOT who pe~tted the varying
format.
If MicroStation tables for linestyles, multilines,
level tables, symbology tables, database, special
fonts, or any special user defined feature is used,
that information must be provided and shall become
property of the department and be available for
department wide use. A name and description of each
file must also be provided.
OSING BAClroP, DISKS, AND COMPRESSION
In general, all files are to be furnished on one of the
following in order of preference:
l)CD's
2)Zil) disks
3)3 1/2- diskettes
4) F'l'P *
.
*FTP is a potential method for the transfer of file
information. Special instructions must be documented
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ELECTRONIC DATA GUIDELINES
with the correct steps necessary to standardize and
successfully transfer files. The setup and process for
this procedure is currently being tested and reviewed.
Documentation will. be provided when the procedure is
stable and standardized.
PKZIP and PKUNZIP
If data compression is necessary, PKZIP will be the
standard format used. The PKZIP and PKUNZIP executable
shall be included with the transmitted files. If a file
or a group of files is too large to be copied on a
single diskette, then a zip disk or CD is recommended.
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ELECTRONIC DATA GUIDELINES
MICROSTATION - FILE FORMAT
From the MicroStation (IGDS) file type, the number of
units of resolution are: 4,294,967,295 or 2 to the 32nd
power +1.
The English Seed file is noted as SEED2D.DGN and is not
to be confused with the SEED2D.DGN provided with the
MicroStation software. It is recommended the original
SEED2D.DGN file provided with MicroStation be
maintained in a different directory without altering
its structure. Always make a write protected copy of
all seed files both on-line and on backup.
The Metric seed file, indicated by the "M", has been
named SEED2DM.DGN. The modified SEED2D.DGN and
SEED2DM.DGN should be kept in a separate directory to
avoid conflict with the software supplied generic seed
files. It is recorrunended that a directory location
include \MS_SEED\ as part of the directory name.
For example: C:\GDOT\MS_SEED\
ENGLISH UNITS:
FOR ALL ENGLISH MICROSTATION FILES EXCEPT TYPICAL
SECTIONS
MicroStation format is to be used for all CADD files
submitted using the following working units:
Working area of 4,294,967
Master Units:
Sub Units:
Positional Units:
FT square
FT (Master Units of feet)"
10 th per FT
100 (Positional Units per th)
The Global Origin shall be moved so that the 0,0
position is located in the lower left corner of the
des~gn plane and not in the center. The global or~g~n
should be moved prior to any work being done in the
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file. A FILE DESIGN or SAVE SETTINGS must be issued to
save new parameters once they are modified. If the
Global Origin needs to be moved, once in MicroStation.
keyin:
GO=O,O
XY=-2147483647.,-2147483647.
This provides a design plane for a range in coordinate
values (x,y) from
(0,0) to (4,294,967.295,4,294,967.295).
If coordinates are placed on or outside the design
plane, a problem with the file will result.
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MICROSTATION TYPICAL SECTIONS
ENGLISH UNITS ONLY
MicroStation format is to be used for all ENGLISH
typical sections submitted using the following working
units:
Working area of
3,579,139
Master Units:
Sub Units:
foot}
Positional units:
FT square
FT (Master Units of feet)
12 "(Sub Units of 12 inches per
100 (Positional Units per ")
MicroStation Symbology (color, weight, style), levels,
symbol s I description I etc., are assigned for various
features and are to be placed in specified files.
Examples are shown in the fOllowing nMICROSTATION
NAMING AND LEVEL SCHEMES" section.
Documentation must be provided for information placed
in MicroStation files but not listed in the fOllowing
sections.
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METRIC SEED PILE
METRIC SEED PILE (is the same for both desian and
tygical section files):
858993 M
1000 rom
5
Master Units MU (Master Units, Meters)
Sub Units SU (Sub Units, millimeters)
Positional Units PU (Positional Units)
The above setup will allow the whole state to be in one
plane (@S, 000 uni ts per Meter) which eliminates the
need to set global origins if the correct seed file is
used.
The Global Origin of the seed file SEED2DM.DGN has been
shifted to the lower left corner of the design plane by
the following:
GO=O,Q
XY=-2l47483647.,-2l47483647.
This should provide a design file plane for a range in
coordinate values (x,y)from
(0,0) to
(858,993.459,858,993.459) .
If coordinates are placed on or outside the design
plane, a problem with the file will usually result.
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MINIMUM TEXT SIZE POR RIGHT OP WAY PLANS
ENGLISH TEXT SIZE GUIDELINES
The minimum size for text .on a set of English Right of
Way plans and plans in general is to be 0.15 inches on
the final D size plot.
Text information shown on Right of Way plan sheets
should be placed at a minimum size of (0.15 X the scale
for the plans). Plans are usually done at 1 inch equals
fifty feet (1 "=50 ') which would equal a text size of
7.5ft (0.15 x 50 = 7.5).
.
METRIC TEXT SIZE GUIDELINES
The minimum size for text on Metric Right of Way plans
and plans in general is to be 4 millimeters on the
final Al size drawings. This means on a final full
size drawing, the text size shall measure to be no less
than 4 millimeters. Placing text elements in
MicroStation would be dependent on the ratio of final
drawings and should be determined prior to placement.
.
HOW MINIMUM METRIC SIZE WAS SELECTED
The resulting 4 millimeters was arrived by
following. If the 0.3048 factor for converting
English (foot) to Metric (meter) were used and
current English factor of (0.15 x plan scale) was
converted to Metric the result would be:
0.15 X plan scale x 0.3048 = 0.04572 x plan scale,
however, the plan scale uses an inch to feet
assumption. The 0.04572 still needs to be divided
by 12 (12 inches per foot) ,to provide a metric
ratio equivalent. The resulting common factor
would be:
0.00381, which is (0.04572 / 12).
Instead of using an odd factor of 0.00381 x plan
ratio, the decision has been made to round up to a
0.004 factor. This means that the minimum size
text measurement on final Al hardcopy plan sheets
the
from
the
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ELECTRONIC DATA GUIDELINES
should measure 4 millimeters. For example, if the
plan ratio were 1:1, 1:10, 1:250, 1:500, or 1:1000,
the MicroStation text size (tx= ) would result as
follows:
0.004 x 1 = .004 m (tx=.004)
0.004 x 10 = .04 m (tx=.04)
0.004 x 250 = 1 m (tx=l)
0.004 x 500 = 2 m (tx=2 )
0.004 x 1000 = 4 m (tx=4)
NO'l'E ON WEIGHT FOR TEXT:
It is important on small text to keep the weight to a
maximum of weight=2 and preferably ei ther weight 0 or
1. Heavier weights, especially numbers, when reduced
to a small document will appear as blurred objects and
are not legible.
WHY THE MINIMUM SIZE AND WEIGHT FOR TEXT
A minimum text size on Right of Way, plans must be
followed for several reasons. The most important is
the requirement for filing legible courthouse
documents, deeds, etc. Plans, or selected areas of
plans are often reduced to a letter size document to
provide the legal description to be filed in the
courthouse as the final document. The minimum text
size guideline was established to meet the need of this
requirement.
There are situations where the text size may be smaller
but this generally applies to construction plans. The
final output is also dependent on the device used for
generating the final plot or hardcopy. The above
guideline for text size considered these factors and
more when selecting the size.
NAMING AND LEVEL SCHEMES
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ELECTRONIC DATA GUIDELINES
LONG FILE NAMES
Long file names can be used with NT and Windows 95,
however, do not use long file names and expect to use
them in a DOS only environment.
USZNG PZ ., FOR SUBDZRECTORY
WINDOWS NT AND WINDOWS 95
The complete P. I . # should be included
softwares are used. The P.I.# followed
characters shall be used to describe the
MicroStation design file.
if these
by three
type of
DOS
If DOS is used, a limitation of eight characters for
the beginning of a file name and three characters for
the ending of a file name is a restriction of DOS
software. For DOS, the third digi t of the PI Number
should be dropped so appropriate file code names can be
used.
. Assuming the drive letter C: \ 1.S used as the root
directory and a PI Number of 121510 is the active
project, the third number of the PI number, 1 for this
project, should be dropped and the appropriate file
type added. If NT or Windows 95 is used, the third
digit should not be dropped.
All file names must use the PI Number as part of the
file name.
MicroStation files should be located in a sub-
subdirectory of the PI Number named \DGN\.
Example:
C:\121510\DGN
CAiCE files should be located in a sub-subdirectory of
the PI Number named \CAICE\.
.
Example:
C:\121510\CAICE
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The example that follows is for MicroStation design
files including their logical names and is shown for
long file ,names. Only one project should be maintained
under one PI Number. The drive letter used will vary.
FILE NAMING SCHEME FOR MICROSTATION DESIGN FILES
SHEET DESIGN FILE HAMES
RIGHT OF WAY PLANS
121510RC1.DGN Main Right of Way Cover sheet.
121510RC2.DGN Second Right of Way Cover sheet, etc.
121510ROl.DGN Right of Way-'plan sheet 1
CONSTRUCTION PLANS
121510CCl.DGN
121510CC2.DGN
121510rOl.DGN
121510DE01.DGN
121510QOI.DGN
121510Q99.DGN
121510TOl.DGN
121510C01.DGN
121510DOI.DGN
121510X01.DGN
UTILITY PLANS
121510UC1.DGN
121510UOl.DGN
Constructio~-Plans Cover sheet 1
Construction Plans Cover sheet 2 etc.
Index sheet file no. 1
Detailed Estimate sheet no. I
Summary of Quantities sheet no. 1
Summary of Quantities sheet no. 99
Typical Sections sheet no. 1
Construction plan sheet no. I
Drainage X~Sections, sheet no. 1
Earthwork X-Sections
Utility plans cover sheet (if needed)
Utility plan sheet for sheet NO. 1
MISCELLANEOUS PLANS OR FILES
121510??#. DGN Other files as needed (designer must
document field names and include a description)
SHEET HUMBER GOID.LIRE AND LONG FILE HAMES
FOR WJ:NDOWS 95 OR wnmows NT
Long file names are allowed if NT or Windows 95 is
used. If more sheets are needed than 99, the
numbering should continue consecutively. For
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example, 121S10D99.DGN, 121S10DI00.DGN,
121S10DI0l.DGN, etc.
For DOS ONLY
Since DOS files have a file name limit of 8
characters before the \ , and 3 characters after,
the middle digit of the PI number should be dropped
for DOS file names. 121S10C01.dgn under NT would
be 12510C01.dgn under DOS.
If more sheets are needed than the DOS guideline
provides (over 99), the last digit of tpe PI number
should be dropped and the appropriate letter for
the file type moved to that position with the
numeric sheet number continuing in sequence.
For example 121510C999.dgn under NT would be
1251C999.dgn for DOS. If more than 99 sheets are
needed, the following should be used. The
construction plan sheets are shown as an example.
. 12510C01.DGN Construction plan sheet NO. 1
thru
12510C99.DGN Construction plan sheet NO. 99
1251CI00.DGN Construction plan sheet NO. 100
thru
1251C999.DGN Construction plan sheet NO. 999
.
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GDOT
ELECTRONIC DATA GUIDELINES
DESIGN FILES FOR RIGHT OF WAY & CONSTRUcnON PLANS
Note:
Many files listed below will be used as
reference files to sheet files and other files
as needed. The logical names shown are to be
used when the files are attached as reference
files. A maximum of 20 characters for logical
name can be used.
DESIGN FILE LOGICAL NAME (if applicable) DESCRIPTION
TOPO
121510M##.DGN (SURVTOPO#) The main Topography file,
should be Tapa or TOPOl. The
M indicates a MAPPING or
TOPOGRAPHY file. The ##
should be 01 for the first
mapping file, 02 for the
second file, etc. SUR
indicates SURVEY Mapping.
121510M##.DGN
( LOCTOPO# )
Additional Topography as
needed for the project
information. Should be TOP02,
TOP03, etc. The M indicates a
MAPPING or TOPOGRAPHY file.
LaC indicates Location
Photography mapping.
MAIN
l21510DGN1.DGN
121510DGN2.DGN
121510DGN3.DGN
(MAINO 1 )
(MAINO 2 )
(MAIN03 )
'Main' Design files cont~in
design info. Including
alignments, Curve Data, misc.
notes, .proposed edge of
pavements, constr. limits,
driveways, drainage structure,
etc. Required Right of Way
Lines, Distance & Bearings,
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GDOT
ELECTRONIC DATA GUIDELI,.ES
and associated points.
Construction and Drainage
Easement, . and associated
points, flags for Station and
Offsets for Existing and
Required of Way, all Easement
Flags, Construction Limits,
and Parcel data.
.
SURV
121510SDEl.DGN
121510SDE2.DGN
121510SDE3.DGN
(SURVPROP# )
(SURVMAPI }I
(SORVTOPOI) PROP indicates field
survey property information,
MAP field survey mapping,
TOPO field surveyed topo,
SDE - Survey Data Engineer
KCRW
121510RWT.DGN (KCRW)
.
ARFL
121510AFL.DGN (ARFL#)
.
Right of Way Text for
dist/bear, station/offset etc.
If shown in chart form, the
text files should be included
in this design file. For a
small project, this
information may be shown on
the individual right of way
plan sheet.
Place shapes on the
corresponding levels of the
area to be filled. To area
fill an existing building,' the
complex shape will reside on
level 9 of this file. Area
fill can also be used for
stage construction by placing
shapes on different levels to
obtain different degrees of
gray scaling.
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GDOT
ELECTRONIC DATA GUIDELINES
.
RFA
121510RFA.DGN (RFA)
Future Information (could be a
3rd topo file, etc...). When
created with initial files it
will serve as a pre-clipped
reference file. This is an
optional file.
US
121510RFB.DGN (RFB)
Future Information (unforeseen
future info.). Will serve as
a future pre-clipped reference
file. This is an optional
file.
121510UC#.DGN
Utility plans Cover Sheet #,
if necessary
121510U###.DGN
Utility plans Sheets
. U'l'IL
121510UTIL.DGN (?UTIL##) Utility information
CONT
121510ECN.DGN (CONT#) Existing contours file
121510FCN.DGN (CONT# ) Final contours file
SIGN
121510SGN.DGN (SIGN) Signing and Marking Plans
121510??#.DGN (????????) Other files as needed
121510RC#.DGN Right of Way Cover Sheet #
1215.10R###.DGN Right of Way Sheets
121510CC#.DGN Construction Cover Sheet #
.
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GDOT
ELECTRONIC DATA GUIDELINES
121510C###.DGN Construction plan Sheets
.. 121510TYP.DGN Typical Sections file
121510'1'##.DGN Typical Sections sheet file
121510E##.DGN Erosion control sheet files
121510SUM.DGN Summary of Quantities file
121510Q##.DGN Summary of Quantities sheet
files
12l510IND.DGN Index file (if not designated
by a plan sheet number in the
construction plans)
l2l5l0I##.DGN Index sheet files
12l5l0DET.DGN Detailed Estimate file
.
12l5l0DE#.DGN
Detailed Estimate sheet files
12l5l0PR#.DGN
Profile files
l2l5l0P##.DGN
Profile sheet
applicable)
files
(if
121510X##.DGN
Cross section files
121510DRN.DGN
Drainage profiles and drainage
cross sections
1215l0D##.DGN
Drainage sheet files
121510???DGN
Miscellaneous files to
documented as needed by
user. If needed for
projects, the appropriate
be
the
all
name
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ELECTRONIC DATA GUIDELINES
will be added
documentation.
to
this
Note:
The files attached
sheet files should
clean out borders.
shown on a scratch
file LEVEL 62.
as reference files to the
have I CLIP BOUNDARIES' to
The boundaries should be
level in the 'MAIN' design
HO'l'E: See the Electronic Data Guideline Level
Information spread sheets for specific level
information on design files not noted in this document.
Right of Way Text data may be included from a text file
for describing the right of way areas. If text for
dist/bear, station/offset et~~ is shown in chart form,
the text files should be included in this design file.
This file should only be used in the Right of Way plans
and not attached to the construction plans as a
reference file.)
IMPORT TEXT
The INCLUDE corrunand (or IMPORT TEXT option) ~n
MicroStation is to be used for including R/W text data
into the design file. Key strings should be placed at
the beginning of text, as shown in the example below
for a scale of 1" =50 I, to set the text attributes. A
.NEWGG command at the beginning of separate groups of
text will allow multiple lines of text to be moved into
a ,design file as one unit if the graphics group lock is
on.
.LOCK GG ON
.TH=7.5
.TW=5.0
.LS=2.0
.FT=24
.WT=l
.CO=2
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ELECTRONIC DATA GUIDELINES
.ACTIVE TXJ LT
. ACTIVE TNJ LT
.LV=33
. NEWGG .
TEXT INFORMATION FOR DESCRIPTION OF PARCELS,
AREA/BEARINGS, STATION/OFFSET, ETC.
etc.
etc.
.NEWGG
TEXT INFORMATION FOR DESCRIPTION OF PARCELS,
AREA/BEARINGS, STATION/OFFSET, ETC.
etc.
etc.
The above is for example only. The appropriate values
need to be used based on English or Metric plans
according to the plan scale.
.
NOTE ON TOPO FILES
To make the topo files appear as existing information,
all topo symbology should have the appearance of or be
placed at linestyle 1 (short dash) or 2 (medium dash),
font 0 or 24, weight 0 or 1.
If the project scale was 1"=50ft., all text should be
placed at a text size of 7.5ft (tx=7.5) at weight 0 or
1 (wt=O). In congested areas the absolute minimum text
size should be 5. Oft. for a 1 inch=50ft scale set of
plans.
As project data is enhanced, information shown in the
original topo file may be updated and provided later in
another file.
.'
For example, if utilities or drainage structures as
shown in the original file, are' enhanced with survey
field data, the new topo or mapping features would be
up to date and more accurate. The updated information
shou~d be shown in the appropriate design file, in this
case the 'UTILITY' design file or the 'MAIN##' project
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ELECTRONIC DATA GUIDELINES
design file. The latest and most accurate
should be shown on the plans. Duplicate
should be avoided. The old da ta
modification or marked appropriately.
information
information
would need
TOPO or MAPPING file levels
LEVEL
01
CO/LC/WT/FT DBSCRIPTION
North Arrow, Bar Scale, Grid Ticks
and Labels
02
Used for cropping cell for sheet-
plots
(using CLIP or similar programs) .'
03
Used for
MAPPING
LIMITS.
PHOTO
CENTERS
and
04
TRAVERSE CONTROL POINTS.
05
TRAVERSE CONTROL POINTS LABELS.
06
SPOT ELEVATIONS
07
SPOT ELEVATIONS (information
some
cases)
~n
08
Designated for DRAINAGE DITCHES,
WET WEATHER STREAMS, and simi lar
items.
09
Designated for BUILDINGS and
FOUNDATIONS (also building ruins)
10
Designated for TEXT FOR
MAN-MADE CULTURE (this level will
be separated later)
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ELECTRONIC DATA GUIDELINES
11
Designated for UTILITIES
(overhead and underground lines,
utility poles, utility towers and
utility boxes)
12
Designated for TEXT FOR UTILITIES
13
Designated for DRAINAGE
STRUCTURES (catch basins,
manholes, culverts and headwalls)
14
Designated for TEXT FOR DRAINAGE
STRUCTURES
15
Designated
RAILROAD
NAMES
for
ROADWAY
AND
16
Designa ted for EDGE OF ROADS
(paved, gravel,
dirt, and curbed)
17
Designated for RAILROADS
18
Designated for
UTILITIES (this is
to level 11, this
large scale plots) .
oversized
in addition
is used for
19
Designated for
SIDEWALKS,
and PARKING LOTS
DRIVEWAYS,
20
Designated for TEXT FOR ITEMS
ON
LEVEL 19
21
Designated
ROADWAY SHOULDERS and
for
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ELECTRONIC DATA GUIDELINES
ROADWAY EDGE at DRIVES
22
Designated for BRIDGES STRUCTURES
23
Designated for HIGHWAY
ACCESSORIES (including guardrail,
wall barriers, milepost and
signals)
24
Designated for TEXT FOR ITEMS
ON
LEVEL 23
Designated for all SIGNS and
BILLBOARDS
25
26
27
Used to MARK NATURAL
and
TEXT FOR THE SAME.
VEGETATION
28
Used for MAJOR BODIES
WATER (lakes, rivers,
Drainage di tches and wet
streams are on level 8.
OF
etc)
weather
29
Used to mark obscure areas (unable
to accurately map and unable
to determine elevation)
38
Designated for WATER BODIES NAMES
39
Designated to show RELIEF
(ridge lines,
flow area, and slope vectors)
40
Designated for COUNTY LINES and
other PHYSICAL BOUNDARIES
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GDOT
ELECTRONIC DATA GUIDELINES
Designated for TEXT FOR ITEMS
ON
LEVEL 40
42
Designated for LAND USE
(trailer parks, construction area,
cemetery, agriculture vegetation,
quarries)
43
Designated for TEXT FOR ITEMS
ON
LEVEL 42
44
Reserved for MAN-MADE CULTURE not
otherwise designated (fences,
retaining walls, walkways earthen
dams, swimming pools, satellite
dishes, and the like)
45
Designated for TEXT FOR ITEMS ON
LEVEL 44
51
Photogrammetric control points
52
Photogrammetric
text
control
points
58
Designated for INDEX CONTOUR
(including both hidden and
depression), CONTOUR LABELS.
59
Designated for
CONTOURS (including
and depression)
INTERMEDIATE
both hidden
60
Working notes usually erased
61
North arrows
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ELECTRONIC DATA GUIDELINES
Miscellaneous grid labels used
roll plots (labeling
perimeter)
for
the
(RFA) (RFB) (????????) O'1'BERREFERENCE PILES
Document information placed in these files using levels
1 thru 60 only. List the filenames, levels used and
information placed.
DESIGN FILE LOGICAL NAME DESCRIPTION
121510RFA.DGN (RFA) Future
Information (3rd topo or
mapping file, etc...)
121510RFB.DGN
(RFB)
Inf.Qrmation
info. )
Future
(topo, unforeseen
121510???DGN
(????????)
other Information
GUIDELINES FOR ATTACHING REFERENCE FILES
The following are guidelines for attaching reference
files to selected files using logical names.
Recommended levels to display are also noted. For
plotting various information, levels may need to be
modified to display or not display information as
desired.
(MAINi') DESIGN FILEs
The following are suggested files to attach to the
'MAIN01' design file. This file can be used for
plotting 'continuous roll' plots. Another option is to
create a PI#roll.dgn for continuous roll plotting and
attach all files to this design file. The MAINOl file
would need to be added to the list below.
Recommended Reference Files to attach to the ~NOl
design files
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Lorital Name
SURVPROP#
SURVMAP#
SURVTOPO#
LOCTOPO#
MAINO 2
MAIN03
KCRW
RFA
RFB
SURVUTIL#
SIGN
????????
GDOT
ELECTRONIC DATA GUIDELINES
Levels Displaved
(1-60)
(1-60)
(1-60)
(1-60)
(1-60)
(1-60)
(1-60)
(1-60)
(1-60)
(1-60)
(1-60)
(list and show levels)
* Levels displayed may vary due to user preference and
required data needed for display.
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ELECTRONIC DATA GUIDELINES
RIGHT OF WAY COVER SHEET
Cover sheet to be placed on level 60
Recommended Reference Files to attach to the Right of
Way Cover sheet
Lcxrical Name
SURVPROP#
SURVMAP#
SURVTOPO#
LOCTOPO#
MAINO 1
MAIN02
MAINO 3
RFA
RFB
??????
Levels DisDlayed
(5,11,31,37,43,49,55,61)
(21,33,45,51,57,58,63)
(5,17,23,29,35)
(17,22,28,40,42)
(15,17,42,52)*see note #1
(36,42,55)
(4,8,15,22,29,31)
(1-60) levels documented by user
(1-60) levels documented by user
(#,#) other files, levels documented
by user
( # , # ) show
conflicts, see
( # , # ) show
conflicts, see
( # , # ) show
conflicts, see
SURVUTILOl
only
utility
only
utility
only
utility
ma j 0 rut i 1 i t Y
file for levels
ma j 0 rut i lit Y
file for levels
ma j 0 rut i lit Y
file for levels
SURVUTIL02
SURVUTIL03
Note #1: If stations and offsets for Right of Way are
based off an alignment other than the mainline
construction centerline, levels of that
alignment will need to be displayed.
Note #2: Depending upon the detail in the topo files, it
mayor may not warrant attaching. Levels may
vary due to congestion.
**
Notes needed for Right of Way cover sheet
information should be added to the cover sheet file
with level 60 being the preferred level for data.
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GDOT
ELECTRONIC DATA GUIDELINES
RIGHT OF WAY PLAN SHEETS
Right of Way plan sheets are to be placed on level 60.
.
Recommended reference files to attach to the Right of
Way plan sheets are as follows:
Logical Name
SURVPROP#
SURVMAP#
SURVTOPO#
LOCTOPO#
MAIN01
MAIN02
.
MAINO 3
KCRW
KCMRW
RFA
RFB
??????
SURVUTILOl
SURVUTIL02
.
Levels DisDlayed
. (1,2,S,6,7,8,11,12,13,16,27,28,31,
32,33,34/37,38,39,40,43,44,4S,46,49,
SO,S1,S2,5S,S6,57,S8,61,62)
(21,22,27,28,33,34,39,40,4S,46,
S1,S2,S7,58,63)
(5,6,17,18,23,24,29,30,35,36,41,42)
(1,8,9,10,11,12,13,14,1S,16,17,
19,20,21,22,23,24,2S,27,28,29,38,40,
41,42,43,44,4S)
(11,12,15,16,17,18,19,20,3S,36,
42,43,44,45,46,47,52,53,S9,60)*see
note #1
(5,6,12,13,18,19,24,25,30,31,36,
37,42,43,48,49,Sl,52,5S)
(1,2,3,4,5,8,9,10,11,12,lS,16,18,19,
22,23,24,25,26,29,30,31,32,33,34,35,
38,39)
(1-60)
or
(1-60)
(1-60) levels documented by user
(1-60) levels documented by user
(#,#) other files, levels documented
by user
(9,10,17,lS,23,24,31,32,37,3S,4S,
46,Sl,S2,55,59,60,61) show only major
utility conflicts, see utility file
for levels
(5,6,13,14/19,20,27,28,33,34,41,
42,44,47,48,55,56,61) show only major
utility conflicts, see utility file
for levels
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SURVUTIL02
GDOT
ELECTRONIC DATA GUIDELINES
(5,6,13,14,19,20,27,28,33,34,41,
42,44,47,48,55,56,61) show only major
utility conflicts, see utility file
for levels
.
Note #1: If stations and offsets for Right of Way are
based off an alignment other ,than the mainline
construction centerline, levels of that
alignment will need to be displayed.
Note #2: Levels could vary due to congestion.
**
Notes needed for Right of Way plan sheet
information only, should be added to the individual
sheet file with level 60 being the preferred level
for data.
CONSTRUCTION COVER SHEET
. The construction cover sheet should be placed on level
60.
Recommended Reference files to attach
construction cover sheet are as follows:
to
the
Loaical Name
MAINO 1
MAIN02
MAINO 3
??????
Levels DisDlayed
() *see note #1
() *see note #1
() *see note #1
other files levels documented by
user
Note #1: Normally, the construction cover sheet is a
stand alone sheet. Depending on the scale
used, it may not contain any reference files.
If reference files are attached, the levels
displayed should be recorded. The MAIN file
shown above mayor may not be attached.
.
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ELECTRONIC DATA GUIDELINES
** Notes needed for Construction cover sheet
information should be added to the cover sheet file
with level 60 being the preferred level for the
data.
.
CONSTRUCTION PLAN SHEETS
The construction plan sheet should be placed on level
60.
Recommended Reference files to attach
construction plan sheet are as follows:
Logical Name
SURVPROP#
SURVMAP#
.
SURVTOPO#
LOCTOPO#
MAIN01
MAIN02
MAIN03
RFA
RFB
??????
SURVUTIL01
.
to
the
Levels DisDlayed
(5,6,7,11,12,16,27,31,32,33,
37,38,39,43,44,45,49,50,51,55,
56,57,61,62,)
(21,22,27,28,33,34,39,40,45,46,
51,52,57,58,63)
(5,6,17,18,23,24,29,30,35,36,41,42)
(1,8,9,11,13,15,16,17,21,22,23,25,27,
28,29,38,40,42,44) *see note #2
(11,12,15,16,17,18,19,20,21,22,
25,26,27,28,29,30,35,36,37,42,43,44,
45,46,47,52,53,54,59,60,61) *see note
#1
(5,6,7,12,13,18,19,24,25,30,31,
32,36,37,42,43,48,49,51,52,55,56) *see
note #1
(1,4,8,9,10,15,16,22,23,24,29,30,
31,34,35,36,37,38,39) *see note #1
(1-60) levels documented by user
(1-60) levels documented by user
(#,#) other files, levels documented
by user
(9,10,17,18,23,24,31,32,37,38,45,
46,51,52,55,59,60,61) show only major
utility conflicts, see utility file
for levels
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SURVUTIL02
GDOT
ELECTRONIC DATA GUIDELINES
(5,6,13,14,19,20,27,28,33,34,41,
42,44,47,48,55,56,61) show only
utility conflicts, see utility
for levels
(5,6,13,14,19,20,27,28,33,34,41,
42,47 ,48, 55,56,61) show only
utility conflicts, see utility
for levels
major
file
major
file
SURVUTIL03
Note #1: If stations and offsets are based off an
alignment other than the mainline construction
centerline, those levels will need to be
displayed.
Note #2: Levels could vary due to congestion.
** Notes needed for c~nstruction plan sheet
information should be added to the individual
sheet file with level 60 being the preferred level
for data.
UTILITY PLAN SHEETS
The utility plan sheet should be placed on level 60.
Recommended Reference files to attach to the utility
plan sheets are the same as for the construction plan
sheets. See the construction plan sheets above for
reference information.
** Notes needed for utility project information should
be added to the individual sheet file with level 60
being the preferred level for data. If a cover
sheet is needed, construction cover sheet
information may be used with appropriate reference
made to UTILITY PLANS instead of construction.
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GDOT
ELECTRONIC DATA GUIDELINES
-.
GUIDELINES FOR METRIC DATA
PLAN ELEMENT INFORMATION PRESENTLY SELECTED POR OSE IN
GADoT POR METRIC PILES
Sheet size will Change from the ENGLISH STANDARD to the
METRIC STANDARD. We are assuming the metric width
paper will some day be the standard to eliminate the
need for re-sizing sheets in the future. We will
utilize the ENGLISH STANDARD width (36" and 24") for
plotting METRIC files until the hardware is phased out
or modified for metric standards.
NOTE:
The English CADD sheet border size is normally
35" x 23" to fit on a standard cut size of 36"
x 24" cut sheet. The equivalent in Metric is a
760 rom x 560 rom border size to fit a standard
metric cut size of 841 rom x 594 rom.
.
Al metric standard sheet: (841 rom x 594 rom) (cut size)
GADOT sheet border: (780 rom x 560 rom) (border
size)
Metric Stationing: GADoT will use Kilometer Stationing
Kilometer Stationing (50+000, 51+000, 52+000, etc. with
labels at every 100 meters - 50+100, 50+200, 50+300,
etc., NOT 100 meter stationing which would be 501+00,
502+00, 503+00, etc.)
Stationing
intervals
stations.
is 457.81
tic marks will be shown at 20 meter
with each 100 meters being flagged with
Example: 15+457.81 indicates a point that
meters forward of kilometer station 15+000.
Metric Seales I Plan Sheet.
.
Filename: c:\gdot_edg\oclober 3 J ) 997\gdOCedg.doc, Revision Date: October 3 I. J 997
Last saved date: 4/131988:02 AM. Last printed 04/13198 11:23 AM; Page 49 of J53
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GDOT
ELECTRONIC DATA GUIDELINES
Plan sheets:
a)Rural
1:500 (plan sheet covers 360 meters +/- along
centerline) replaces 1"=50ft
b) Urban
1:250 (plan sheet covers 180 meters +/- along
centerline) replaces 1"=20ft
Profile Sheets:
a)Rural - 1:500 Horizontal;
1:100 Vertical (approximately 1"=10ft vertical)
b)Urban - 1:250 Horizontal;
1:50 Vertical (approximately 1"=Sft vertical)
Cross Section Sheets:
a) Narrow: 1:200 Vertical and Horizontal
b) Wide: 1:100 Vertical and Horizontal
Cross-section interval:
20 meters (Rural)
10 meters (Urban)
UNITS SHOWN IN PLANS
All survey information will be expressed in meters or
millimeters. Right of way plan descriptions will be
addressed in the CLMRWM process.
Dt1ALONITS WILL NOT BE SHOWN ON PLANS!!!!
PILE CONVERSION -- Metric I Bnalish
When converting meters to feet and extreme accuracy is
needed, use the conversion factor for U.S. Survey Feet
rather than the slightly different factor for the
International Foot. The factors are as follows:
Filename: c:\gdol_edg\october 31 I 997\gdoced,.doc. Revision Date: Oclober 31..1997
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GDOT
ELECTRONIC DATA GUIDELINES
o. S . SUrvey Feet (GA DOT olans)
For conversion of meters to U.S. Survey Feet, multiply
the meters by 39.37 divided by 12 which is
3.28083333333 to 12 significant figures.
To further explain: using 1 meter = 39.37 inches, and
converting to meters per feet,
((1 m / 39.37 ") x (12 n / ft)) = 0.3048006096012
m/ft or rounding for a factor of 0.3048
International Feet
For conversion of meters to International Feet,
multiply the meters by 100.0 divided by 30.48 which is
3.28083989501 to 12 significant figures.
To further explain: using 25.4 millimeters = 1 inch,
and converting to meters per feet,
((25.4 rom /1 ") x (12 " / ft) x (m / 1000 rom)) =
0.3048000000000 m/ft or rounding for a factor of
0.3048
EROSION CONTROL
Erosion Control plans are still under
They will be included as a standard
documentation at a later date.
development.
part of the
OTHER DESIGN FILES
See spread sheets for levels, logical file names etc.
that are not shown above.
Filename: c:\gdoCedg\october 31 1997\gdoCedg.doc. Revision Date: October 31.1997
Last saved date: 4/13198 8:02 AM, Lasl printed 04/13198 II :23 AM; Page S 1 of 153
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GDOT
ELECTRONIC DATA GUIDELINES
SAVING VIEWS IN MICROS TAT ION FOR PLOTTING
Problem: Recalling information to olot
When design files are provided for review, modification
revision, etc., the personnel viewing or modifying the
design files can not easily determine what reference
files are attached or what levels in various files are
to be displayed.
Solution: SV=PLOT
For each sheet file and all major files for which a
plot is created from, a named/saved view called PLOT
will be created that contains the exact levels
displayed for the active file and all reference files
attached which produce the final plot. Once the file
is rotated on the screen correctly, view attributes set
correctly, all files attached with appropriate levels
displayed and all reference files clipped, the user
should keyin 'SV=PLOT' to save the view.
For example, assum~ng the design file 123456R101.DGN
for right of way will be opened in MicroStation for
review or modification and the plotting information was
saved in a view named PLOT, the reviewer would open the
design sheet file in MicroStation and key-in \~=PLOT'.
This should display the file exactly as it would appear
on the final plot for this particular sheet.
Filename: c:\gdot_edg\october 31 1997\gdot_edg.doc. Revision Dale: October 31. 1997
Last saved date: 4/13198 8:02 AM, Last printed 04/13198 ) ) :23 AM; Page S2 of 153
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GDOT
ELECTRONIC DATA GUIDELINES
6("~tI'J"I""J ....n..'.....-.n..... ..,_ V
~ ~ no-- a-. 1- U-- -..- ~ _ .....
! --- - --c-l--i-p-p-e-a---Dou-n-a-Or--y-~--
i SV=f'LOT ShOU I d be saved so that the /
: f i I es and I eve I s d i sp I oyed on the fino I plot
: wi I I be reco I I ed when V I =PLOT is attached
I to 0 view.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:- - - ~!1~_~! _C9!.9_tE!~ _ t]9~J _~qr}!9 L .51..'!~ _~~LtL~ ~ _!9__S_~~~D__'
-
5:":'Mr
~
- .. I~.
"~-I~"~=~
s.....ct~._A ..f4III....~.-I.
I ~ Ii ~.,
- -
----.----- .-.-----------
SV=PLOT, VI=PLOT for MicroStation
SAVING THE 'CLIPPED BOUNDARY'
Rotating the view so the plan sheet orientation is
horizontal and vertical to the screen will be required
for creating the final plot. The length or long
dimension of the sheet shall be from left to right on
the screen while the width or short dimension shall be
from top to bottom as shown above.
The clipped boundary should also be saved with the
named view. The clipped boundary should be stored. as a
shape element. This provides a method to add reference
files and use the exact clipped boundary of reference
files already attached.
'MATCH LINES'
A clipped boundary should be placed so that a match
line is created for the adjacent sheets to be plotted.
Filename: c:\gdoCedg\october 31 199i\8dot_edg.doc. Revision Date: October 31, 1997
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.
GDOT
ELECTRONIC DATA GUIDELINES
This minimizes the possibility for duplication of data
between plan sheets.
.
.
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GDOT
ELECTRONIC DATA GUIDELINES
LEVELS FOR SURVEY AND DESIGN INFORMATION
The fOllowing information is reference information for
levels, color and weight of survey and design
information.
Please note:
The information in the last two columns is for future
development. It is anticipated that a future release
of MicroStation is to include a scheme for 256 levels.
Filename: c:\gdol_edg\october 31 1997\gdOCedg.doc. Revision Date: Oclober 31.1997
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GDOT
ELECTRONIC DATA GUIDELINES
The levels recommended to display on a final plot is
for reference only. The project designer will need to
make the final determination of level display for each
sheet.
Filename: c:\gdol_edg\oclober 31 1997\gdoCedg.doc, Revision Date: October 31.1997
Last saved date: 4/13198 8:02 AM. Last printed 04/13198 II :23 AM; Page 56 of 153
Plot on AIW plan sht.
Plot - Constr. plan sht.
MicroStation level (63
levels per design file) .
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Existing CEAL class
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New CAiCE feature
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w
Plot on RIW plan sin.
Plot. Constr. plan shl
MicroStation level (63 .
level. per design file)
Design file or logical
name (logical name up
to 20 characters)
m
,.
m
n
...
:a
o
.
'-
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C
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-
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m
tit
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code names used
New CAJCE feature
codes (up to 8
characters)
c
CD
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xx x
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GDOT
ELECTRONIC DATA GUIDELINES
LEVELS FOR UTILITY INFORMATION
The fOllowing information is UTILITY reference
information.
Please note:
The information in the last two columns is for future
development. It is anticipated that a future release
of MicroStation is to include a scheme for 256 levels.
Filename: c:\gdoCedg\october 31 1991\gdot_edg,doc, Revision Date: October 31, 1997
Last saved date: 4/13198 8:02 AM. Last printed 04/13198 11:23 AM; Page 109 of 153
.
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.
GDOT
ELECTRONIC DATA GUIDELINES
Filename: c:\gdol_edg\october 3 I 1991\gdol_edg,doc, Revision Dale: October 3 I. 1997
Lasl saved date: 4/13198 8:02 AM. Last printed 04/1 3198 I I :23 AM; Page 110 of 153
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GDOT
ELECTRONIC DATA GUIDELINES
INDEX
.
3 1/2 ...............0.0......................0..0........................0..0 21
Al metr ic ..0............0..................0....0....0....0.......0. 49
~.o.........o..o..o.....o..oo..........o.......o.o...o..o.......0..0.0.033
CEAL COLOR ...........0..0.............................0..0..0....0 19
CLIP BOUNDARIES ...0..........00..0.....00....00............ 36
c::LIIRW ..0.0.....0. .0.0....... ...00.00.0.. ......... ....0.0.......0..000.... 33
COLOR NUMBER .....0...0.....0.........0......0.000......0...00 17
COIafON COLOR DMB....o..o............o.o..o.o.o...o.....o 19
COMPRESSION......o......o..........o..o................o..o..o 21
CONSTRUcnON COVER SHEET....o.........oo...... 46
CONSTRUcnON PLAN SHEETS.............o......... 47
COH'l' 0..0.....00.00.....00......000.00......0...0..... 0..0.00. ..00...0.00.0. 34
J)B'1' .......0.0.0000....0....0... ..0.0.. .0....0..00.0.....00. .0.0.0......0.... 35
Disclaimer .........0..........................00...............0000.0 9. 16
DOS Format .............0.......0000.......0.....................0. 22
DOS limitations ......0..............................0.....0 29
Drawin!! Exchan!!e Files ...............................0...0..0.. 16
DRN.. ........ .... .0.... ..... ... ........ ..... ............ .0....... ....0. ..0. 0 35
BLBC'l'ROmC DATA GUIDELINES .....0.............. I
Erosion control sheet file .........0.0.....035
FILE CONVERSION.. Metric / Enldish ........... 50
International Feet.......o...o.............................o.....o 5 I
U.S. Survey Feet.......................................o......... 5 I
FILE NAMING SCHEME ...........................0......... 30
GENERAL INFORMATION ..............0.................. 16
Global Origin .................................0...............26
GUIDELINES FOR METRIC DATA.................... 49
35 ..................................0.............0......................49
3 6 ................0........................................0............. 49
760 mm x 560 1tUTI...o....................................49
841 mm x 594 ItUTI ..0...............................0..... 49
sheet border s i ze...........o...o.................... 49
Sheet size .........0.......................................... 49
IMPORT TEXT ..........0.00.......0.0.....0..............0......... 36
IND ..... ....0.....0................0.0......................0......... 30. 35
NAIN.. ............................. ...........................0.....0 320 42
Metric Scales ......0........0.....0.0.........0..................0...049
Cross Section Sheets ..................0..........0...0000..0. 50
Cross.section interval.... .0. ........ .....0..................... SO
Plan sheets ..0........0......................00....0....00.......0... 50
.
.
Profile Sheets ................0..0...............0......0........... SO
UNITS SHOWN IN PLANS.....o...........o..........o SO
Metric Stationing .........0.0.000.....:.0..............0.....0....0 49
MICROSTATlON. FILE FORMAT................o 23
ENGLISH UNITS....oo...o....o.o..o..o........oo.....ooo.....o 23
METRIC SEED FILE..............o..oo..oo.....o..oo........ 26
TYPICAL SEcnONS ........000..00..........00......0..... 2S
mCROSTATIOIl COLOR ...0..0....00..0..0...000............ 19
MINIMUM TEXT SIZE.o..o.......o..o..o.....................o 27
DlCLISB 'nX'1' SIZB......o...ooo.....o..o.............. 27
DTRIC 'nX'1' SIZE .......0..0...........00....00...0.... 27
WEIGHT FOR TEXT ...........0..00.....00.....0.........00 28
PI Number .....0..0.00000..........0.00..0..00....0........0......... 30
PKUNZ I P 00..............................................0..0..0..0..0.. 22
PKZ I P ... ..0............0.......0.0.0.......0000...... ...... ....0...... .0. 22
PR' ....0..0.0..0......... ..0..............0....... ......0.0.0........ ....... 3S
Revision Summary .....0...........................0...0......0..... 16
UA......o..o.oo.............o...............o........................ 34.42
R1'B ..... ...........0......................0....................0...... 34. 42
RIGHT OF WAY COVER SHEET...........oo........... 44
RIGHT OF WAY PLAN SHEETS...................o..... 4S
IDB .......0..... .......... .0............ ..... ..0..... ...0. ............ ...0.. 33
SHEET DESIGN FILE NAMES ......................... 30
CONSTRUcnON PLANS ................................ 30
MlSCELLA."1EOUS PLANS.............................. 30
RIGHT OF WAY PLANS ....................0.............30
UTILITY PLANS .............................0................. 30
Sheet number guideline........o......................o........... 30
SIGH..... ..0............ 0.... ....... ...................... ..0.......... .0.. 34
SUM............... ...0..... ...0...0.......... ..... .0............0... ........ 35
TOPO.o....o .00. 0........0....... ...0..0..0.0.... ... ..0..0...... o. .0. .0..... 32
TOPO or MAPPING file levels ..................0.0..... 38
'1'YP .......0 ........ ..0.. ..0.................... .0... .....0..0...0... ..0..... 35
USER DEFINED LINESlYLES ................... 19.20
O'1'IL..... 0.0.0000.0..0.0.0..00.. o. 0.....0..... 0 0.0.0......0.00.0.00.00.00.0 34
UTILITY PLA.lI.l SHEETS......o..........o.............o...... 48
WBIaB'l' CODE ....0............0.0...........0...0.................. 17
WEIGHT VS. THICKNESS .....0....0.0......0.0.........0 18
X" .0000000..00..0..00.000..0........0..0.0..0...00........0.0.. .00. ....0..0 35
Filename: c:\gdot_edg\october 31 1997\gdoCedgodoc. Revision Date: October 31, 1997
Last saved date: 4/13198 8:02 AM. Last printed 04/13198 11:23 AM; Page 153 of 153
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Janulll)' 22, 1999
APPENDIX "D"
PRELIMINARY LAYOUT CRITERIA FOR BRIDGES AND WALLS
BRIDGES
I. The CONSULTANT shall gather from the DEPARTMENT all available data and infonnation pertinent
to the preparation of the Preliminary Layoutso The DEPARTMENT will have the final decision as to what
data and infonnation is pertinent.
20 The CONSULTANT shall prepare and submit the Preliminary Layouts for review and approval by the
DEPARTMENT.
30 The CONSULTANT shall prepare the Preliminary Layouts taking into account the criteria outlined
hereinafter.
40 Any preliminary superstructure design shall be in accordance with the American Association of State
Highway and Transportation Specifications for Highway Bridges, Sixteenth Edition, 19960 Structures
involving curved steel members shall also be investigated using the AASHTO Guide Specifications for
Horizontally Curved Bridges dated 19930
5.
All Preliminary Layout computations shall be neatly recorded on 8 112 inch by 11 inch computation sheets,
fully titled, numbered, dated, signed by the designer and checker, and indexedo Preliminary layout
drawings may be pencil or ink on mylar having outside dimensions of23 inches by 36 inches. Drawing
borders of~ inch will be used at the top, bottom and right edge. The left border (binding edge) will be
2 inches.
6. The CONSULTANT shall prepare preliminary layouts utilizing the best and most economical
superstructure and substructureo The CONSULTANT shall submit calculations supporting their economic
decision with the preliminary layout submittal.
70 The CONSULTANT shall outline on each preliminary layout the construction scheme for the structure.
The outline shall address the location of any temporary bents, traffic handling requirements, deck
screeding operations, location of longitudinal and transverse construction joints in the deck, and any other
construction operation which must be accounted for in the design of the structure.
80 The CONSULTANT shall consider the use of abutments at the ends of the bridges and shall make an
economic analysis as to the cost effectiveness of their use. If economically justified, the abutments shall
be indicated on the preliminary layoutso
9. The CONSULTANT shall prepare a typical section which shall indicate the following infonnation:
ao For Steel I-shapes and Prestressed AASHTO girders:
(I) Center to center spacing of girderso
(2) Distance from outside edge of slab to center of exterior girdero This distance (overhang) shall
be limited to a maximum of 4'-7 W'.
D-l
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January 22, 1999
(3) Deck thickness between girders and thickness of centerline of girder from top surface of deck
to top of the flange.
(4) Thickness of the top and bottom flange and depth of web for steel girders and the type of
prestressed girder used for determining vertical clearances.
(5) Distance from gutterIine to gutterIine and from outside edge of slab to outside edge of slab.
(6) The slope of the deck and the location of any longitudinal construction joints.
bo For Steel and Concrete Boxes:
(1) Box spacing as measured along the bottom of the deck.
(2) Width of the bottom of the box.
(3) Depth of section used for computing the vertical clearance. Thickness of the deck between
webs and the top and bottom flanges of steel boxes shall be indicated as well as the thickness
of deck at the center of the steel box web.
(4) Distance from gutterIine to gutterline and from outside edge of slab to outside edge of slab.
(5) The slope of the deck and location of any longitudinal construction joints.
(6) The overhang dimension shall be shown. (The maximum overhang shall be limited to a
maximum of 4' -7 \12" for steel boxes and 9' -6" for concrete boxes.)
(7) The proposed location of longitudinal prestressing ducts shall be indicated.
10. Steel boxes shall be proportioned following the AASHTO Guide Specifications for Horizontally Curved
Highway Bridges dated 1993. For those bridges where the use of two steel boxes may be proposed, the
section will be considered fracture critical and this requirement shall be taken into account when
determining the economics of the sectiono
11.
In addition to the requirements above, the preliminary layouts shall indicate the following:
ao A plan view of the proposed structure indicating beginning and end bridge stations, skew angles, joint
locations, station and skew of roadways crossing under the structure, width of roadways beneath the
structure, taper control station, offset and rate, location of point of minimum vertical clearance, and
location and magnitude of the horizontal clearances from edge oftravelway beneath the structure to
the face of intermediate bents and abutmentso
bo An elevation view of the proposed structure indicating the span length, location of fixed and
expansion joints, profile of roadways beneath structures, vertical clearance from bottom of structure
to roadway beneath, proposed bent locations, and existing ground profileo
c. All horizontal and vertical curve data for the bridge and the roadway beneath the bridge.
do The location and elevation of the nearest bench mark.
e. A brief description of the proposed structure indicating span lengths, curved units, type of end bents,
and number of intermediate bents.
fo Any drawing and/or narrative description of the construction scheme necessary to indicate how the
bridge is to be built, including traffic handling sketches.
go In the case of a railroad bridge, the layout will show the nearest railroad mile post number, direction,
and distance from the bridge centerlineo
12. The minimum vertical clearance from bottom of superstructure to roadway beneath shall be 17'-6" for
concrete boxes and 16'-6" for other types of construction. All horizontal and vertical clearances and
beginning and end bridge stations shall be mathematically computed and checkedo The CONSULTANT
shall provide adequate vertical and horizontal clearance for falsework constructiono
13.
The CONSULTANT shall prepare a construction cost estimateo
D-2
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January 22, 1999
RETAINING WALLS
A. The CONSULTANT shall prepare the following information for review by the DEPARTMENT:
10 An elevation view or wall envelope of the proposed wall drawn to a scale of ] "=] 0' and indicating the
following data:
a. Beginning and end wall stations;
bo Elevations on top of wall (parapet, coping, or traffic barrier) at beginning and end of wall, at profile
break points and at least every] 00 feet along the wall;
Co Bottom of wall (top offooting) elevation necessary to maintain minimum berm requirements;
d. Original ground profile, and
e. Proposed ground profile.
20 Cross-sections in the vicinity of the wall that will indicate the existing and final slope behind the wall.
3. Typical Sections associated with the wall.
4. Project Plan and Profile sheets which indicate the following:
a. Limits of right-of-way;
bo Superelevation data;
Co Horizontal and vertical alignment data;
d. Horizontal offsets to face of retaining wall;
eo Location and height of noise walls which may be required near retaining walls;
f. Location and type of overhead signs which may be near retaining walls;
go Location of roadway lighting which may be near retaining walls, and
ho Location and size of any drainage structures which will affect the retaining walls.
50 Any Sequence of Construction requirements including Plans and Special Provisions which will affect
the construction of the walls and which will have to be accounted for in the preparation of retaining wall
plans.
6. Any architectural considerations which may be required for the project.
0-3
January 22, 1999
. B. The Consultant shall establish top and bottom wall elevations according to the following criteria:
1. The minimum cover from the proposed ground line to the bottom ofthe wall (top of footing) shall be
2 feet. See Figure I hereino
20 The maximum slope behind the wall shall be 2 horizontal to 1 vertical. See Figure 2 herein.
3. The top elevation of all walls which retain sloping backfills shall be set to provide a drainage ditcho See
Figure 2, Detail A or B, and coordinate the use of the drainage ditch with the roadway designer.
40 The top of wall elevations shall follow smooth curves with no sharp breaks in the profile. Any changes
in the profile that are deemed necessary shall be discussed with the roadway designer.
5. Where the proposed ground line slopes downward from the front face of the wall, the elevation of the
bottom of the wall (top of footing) shall be set to maintain a minimum 10 foot berm. See Figure 3
herein.
.
C. The Consultant shall meet with the Department to discuss the proposed wall structures. Conceptual sketches
indicating the proposed structures shall be presented and discussed before the preliminary layout is preparedo
Do The Consultant shall submit three sets of preliminary wall plans for the Department's review and approval.
If necessary, the Consultant shall submit three revised sets of preliminary wall plans to the Department.
Once approved, the Bridge Office will furnish the data to the Geotechnical Engineering Bureau for review
and any adjustment of Wall Bottom Elevations, and at the same time, soil investigations will be requested.
Also in the request to the Materials Office, the types of walls being considered for use (Tie-back,
Mechanically Stabilized Embankment, Cast-in-place, etc.) shall be indicated.
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January 22,1999
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0-4
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PROPOSED GROUND LINE
~~~~~~~~o o~~?~~.~..o~~~~.~.
......
TOP OF LEVELING PAD L
'.
.0
.................
ORIGINAL
January 22, 1999
........................
...................
PROPOSED GROUND LINE
600 mm MIN. COVER
FILL SECTION
.......
'00
GROUND L1NE}- - \PROPOSED GROUND
0.-
............... ...........
...................
TOP OF LEVELING PADL
600 mm MIN. COVER
CUT SECTION
FIGURE I
LINE
January 22, ) 999
.
TOP OF WALL ELEVATION
>"
DET AIL A
.
TOP OF WALL ELEVATION
600 600
mm
mm
mm
DET AIL B
DRAINAGE DITCH
SEE ROADWAY PLANS FOR FURTHER INFORM A TlON
FIGURE 2
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PROPOSED GROUND LINE
TOP OF LEVELING PAD L
PROPOSED GROUND LINE
I.. 3000 mm MIN. ..I
BERM
BERM SECTION
.
FIGURE 3
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January 22, 1999
January 22. 1999
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APPENDIX "D-l"
. GUIDELINES FOR BRIDGE SURVEYS
BRIDGE SURVEYS
The length of a bridge survey should normally start 1 000 feet before the beginning of the bridge, cover
the length of the bridge and extend for 1 000 feet beyond the end of the bridgeo If a stream lies beneath
the bridge, a stream traverse 500 feet upstream and 500 feet downstream, for a total of 1000 feet is
requiredo If a railroad lies beneath the bridge, a railroad survey for 500 feet on each side ofthe bridge is
required. If a bridge is over an existing road, a roadway survey for 300 feet on each side of the bridge
is required.
A. The following items are needed on a BRIDGE SURVEY WHICH IS OVER A STREAM:
1. A Property Survey which covers the roadway alignment and a stream traverseo Tax
maps, property owners names and addresc;es, deeds and plats are also required for the
Property Surveyo The right-of-way should always be verified by deedso
20 Alignment of the existing bridge and also the alignment of the roadway for 1000 feet
from each end of bridgeo The beginning and ending centerline station should be
established on the ground or pavement along with the beginning and ending centerline
stations ofthe bridge and any PC's or PT's.
3. DTM Bridge Survey- To define the right-of-way limits and alignment, take a shot in the
center of the bridge at the BFPR, two shots on each tangent of centerlines and three shots
on each curve centerlineo
.
4.
Topo- Topo should be taken to at least 10 feet beyond the existing right-of-way, except
for the area 500 feet before the beginning of the bridge to 500 feet beyond the end of the
bridge. The coverage in this area normally should be 200 feet left and right of the
centerline of the existing roado
5. Benchmarks- Three benchmarks are required: One at the beginning of the survey, one
at the bridge or stream site near the right-of-way, and one at the end of the surveyo These
three benchmarks should be described with a sketch which also shows the X, Y, and Z
coordinateso All elevations should be established with a spirit level.
6. Cross Sections or DTM Survey coverage should have the same limits as the Topo limits.
Elevations along the bridge deck centerline and the gutterlines at the intersection with
the centerline of each bent and at each mid-span should be established with a SPIRIT
LEVEL. See example "A"o Adequate plus stations or DTM shots should be taken to
accurately define the profile of the terrain beneath the bridge, to include endrolls, stream
channel banks, stream centerline, scour and any other breaks in the terrain.
70
Stream Traverse- The stream traverse should begin at 500 feet upstream from the bridge
centerline with Station 1 +00.00 and then continue downstream to a station 500 feet below
the bridge centerline. A top of water elevation shall be taken at the 500 feet upstream,
500 feet downstream, and at the bridge centerline siteso The topo, profile levels, and
cross sections of the stream can be shown either by the plus and offset method or by the
DTM method. Whichever method is used, sufficient data should be taken to accurately
represent the profile of the stream bed.
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January 22, 1999
8.
D-l-l
Floodplain Cross Sections- Two floodplain cross sections are required and should extend
to a point 2 feet above the high water mark that has been established for the stream at the
bridge site. The floodplain elevations are to be taken at 100 feet intervals on natural
ground, preferably between 50 and 100 feet on each side of the roadway. When
floodplain cross sections extend past the Bridge Survey alignment, the floodplain cross
sections should be taken at 500 feet intervals until the 2 feet above high water floodplain
has been reachedo Five shots or elevations are needed at each station cross section, one
at the centerline of the road, one on each edge of the pavement and one on natural ground
on each side of the roado Floodplain cross sections may be required for bridges located
within 2000 feet upstream or downstream of the Bridge Surveyo On these bridges the
surveyor should always call the Bridge Hydraulic Office to verify the requirement for
floodplain cross sections.
Bridge Sketch- Bridge sketches snail be drawn showing the elevation and centt:rline plus
the bottom of the bridge beam at each cap. This sketch also shows the centerline station
plus and elevation on all terrain breaks beneath the bridges. The stationing used to show
elevations on the bottom of the beam and the profile of the ground beneath the lowest
bridge beam shall be the same as the stationing for the alignment of the bridge deck. On
mapping surveys which have no alignment, the stationing for the bridge sketch shall
begin with station 0+000 See example "B"o For structures located upstream or
downstream that could have an adverse affect of the bridge at the survey site, a sketch
is requiredo This distance could be as much as 2000 feeto For upstream drainage
structures beyond this limit, the size and type should be plotted on a quadrangle map or
county map. See example "C"o
90
10.
Overflow Bridges or Culverts within Floodplain- A distance from the bridge being
surveyed to any overflow bridge or culvert that is within it's floodplain should be shown
along with a bridge sketch, the elevation of the deck or size of the culvert and the
flowline elevation.
Bo In summary, the following items are needed for a BRIDGE SURVEY OVER AN EXISTING ROAD:
1. Property Survey (Same as A-I).
20 Alignment of Existing Bridge and Roadway (Same as A-2)0
3. Topo (Same as A-4)0
4. Benchmarks (Same as A-5).
5. Profile and Cross Sections or DTM coverage should have the same limits as the Topo limitso See
example "C" for the location of needed elevations on the bridge deck.
60 Roadway Beneath Bridge (The road beneath a bridge for 250 feet left and right of the bridge
requires a complete survey which includes: Alignment, property, topo, profile levels and cross
sectioris or DTM survey datao
70 Bridge Sketch (A bridge sketch is requiredo On this sketch it is important to show the vertical
clearance from the bottom of the outside bridge beams to the roadway pavement at the centerline
of the road and at each edge of pavement of the road)o See example Noso "D" through "H".
.
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January 22, 1999
C.
0-1-2
In summary, the following items are needed for a BRIDGE SURVEY OVER AN EXISTING
RAILROAD: See attached MOG 4465-40
I. Property Survey (Same as A-I).
2. Alignment of Existing Bridge and Roadway (Same as A-2).
30 Topo (Same as A-4)0
4. Benchmarks (Same as A-5).
S. Profile and Cross Sections or DTM coverage should have the same limits as the topo limits. See
example "C" for the location of needed elevations on the bridge deck.
D. Railroad Beneath Bridge- The railroad beneath the bridge for 500 feet left and right of the bridge requires
a complete survey which includes:
I. Alignment- The alignment of the centerline on the main railroad tracts for 500 feet left and right
of the bridge shall be surveyed. The intersection of the bridge alignment and the railroad
alignment shall be tied to a railroad mile post.
2. Property
30 Topo- The topo coverage limit shall be 100 feet left and right on each side of the track. If the
location has multiple tracks, coverage should be 100 feet beyond the centerline of the outer most
track. The location of the existing bridge pilings should be located from the survey centerlineo
4.
Profile Levels and Cross Sections or DTM Survey Data- The profile and cross sections or DTM
survey data shall be taken a minimum of 100 feet each side of the tracko If the location has
multiple tracks, coverage shall extend for 100 feet beyond the centerline of the outer most tracko
Elevations are to be taken on the top of each rail. If collecting elevations in the cross section
format, a minimum offive (5) cross sections shall be taken between the proposed right-of-way
limits. One at the proposed right-of-way, one half-way between the proposed right-of-way and
the bridge centerline, one at the bridge centerline and the same for the other side of the bridge.
These cross sections will be taken perpendicular to the railroad track centerline and extend for
100 feet beyond the centerline of the outer most track.
50 Drainage- All drainage structures and features within the 1000 feet Railroad Survey shall be
provided.
6. Bridge Sketch- A bridge sketch is required. On this sketch it is important to show the vertical
clearance from the bottom of the outer most bridge beams to the top of the railroad rail for each
rail beneath the bridgeo
JBIIUary 22, 1999
.
D-1-3
Include Examples "A" through "H"
And
MOG 4465-4
.
See Darrell Richardson or Wayne Mote
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January 22, 1999
APPENDIX "E"
HYDRAULIC AND HYDROLOGICAL STUDIES
POLICY
All bridges will be designed to minimize flood hazards, to preserve the ecological systems of wetlands and to pass
the flood across the right of way with due consideration given to the risk to the facility an to the traveling public.
1. DESIGN CRITERIA
All bridges will be sized to convey the design flood and base flood without causing significant damage to the
highway, the stream or other propertyo The design flood will be conveyed only through the bridge opening. while
the base (100 year) flood and any floods greater than the design flood may be conveyed over the roadway and
through the bridge opening.
1.1 DESIGN FREQUENCIES AND FREEBOARDS
A. RIVERINE BRIDGE REPLACEMENTSINEW LOCATIONS
1. INTERSTATE
ao The design flood shall be the 50 year frequency storm.
b. A minimum of 2 feet of freeboard above the design floodstage is required.
c. A minimum of one foot of freeboard above the 1 DO-year floodstage is required.
2. ROADS DESIGNATED AS STATE ROUTES
a. The design flood shall be the 50 year frequency storm.
b. A minimum of2 feet of freeboard above the design flood stage is required.
c. A minimum of one foot of freeboard above the I DO-year flood stage is required.
3. ROADS NOT DESIGNATED AS STATE ROUTES
ao The design flood will be based on traffic counts as follows:
DESIGN TRAFFIC (ADT)
FREQUENCY
MINIMUM DESIGN STORM
o - 100
100 - 400
400 - 1500
Over 1500
5 Year
10 Year
25 Year
50 Year
January 22, 1999
1
.
E-l
bo A minimum of2 feet of freeboard above the design floodstage is required.
c. One foot of freeboard above the tOO-year (base) flood is desirableo
do A minimum of one foot of freeboard above the roadway overtopping floodstageo
NOTE: APPROVAL MUST BE OBTAINED FROM THE HYDRAULIC ENGINEER IF
THE PROPOSED SUPERSTRUCTURE DOES NOT CLEAR THE 100 YEAR
FLOODST AGE.
4. FREEBOARD FOR ROAD SUBGRADES
To protect the pavement, road subgrades should be one foot above the design highwater level.
s. ADDITIONAL DESIGN FREQUENCY AND FREEBOARD CONSIDERATIONS
ao The storms mentioned above are minimum design storms. The actual design storm can have
a greater design frequency based on the engineer's discretiono
b. If the bridge site is affected by abnormal flood stages, the bridge will provide freeboard above
the abnormal floodstage and be designed for a velocity that occurs without the effects of the
abnormal floodstage.
.
Co If the bridge is over one of the major lakes or reservoirs where there is boat traffic, the grade
should be set so that there is a minimum of 8 feet of freeboard above the maximum operating
pool.
d. If debris is a problem at the site, the engineer may, at his discretion, increase the above-
required minimum clearances.
A. TIDAL BRIDGE REPLACEMENTSINEW LOCATIONS
NOTE: CONTACT THE HYDRAULIC BRIDGE ENGINEER FOR DESIGN CRITERIA
FOR TIDAL PROJECTS.
1.2 DISCHARGES
The latest version of the USGS publication, "Techniques for Estimating Magnitude and
Frequency of Floods in Rural basins of Georgia" shall be used in calculating the various storm
discharges at the project siteo The regional flood frequency relations and applicable gage data
shall be utilized as shown in this publicationo In addition to the above named publication, the
USGS also has a publication, "Annual Peak Discharges and Stages for Gauging Stations in
Georgia" which contains the various storm discharges at the gauged sites. When applicable, the
USGS publication, "Flood-Frequency Relations for Urban Streams in Georgia" shall be used in
calculating the various storm discharges for urban streams.
.
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January 22, 1999
1.3
E-2
CALmRATION OF COMPUTER MODEL
When a USGS gage is located at or near the bridge site, floodstages to calibrate the computer
model can be obtained from the USGS regional office in Atlanta. In addition, if in the engineer's
judgement, reliable highwater infonnation at or near the site is available and the flood frequency
of the applicable stonn can be detennined, the model can be calibrated using this infonnation.
1.4 BACKWATER
ao The 100-year backwater shall be limited to one foot.above the unrestricted or natural I OO-year
profile.
b. In addition to the above limitations, bridges located within areas covered by a FEMA regulatory
floodway will be sized to satisfy FEMA requirementso See Section 0, "FLOODW A Y -
FLOODPLAIN REQUIREMENTS".
Co Development and/or existing flooding conditions in the upstream floodplain shall be considered
in all caseso
1.5
FLOW VELOCITIES
Flow velocities within the bridge opening should be limited to minimize scour in the overbank
portion ofthe opening. Acceptable stream channel and overbank velocities may be detennined
by comparison with the natural velocities and existing bridge velocities, along with any scour
problems, or lack thereof, at the existing structure. The type of soil at the site (highly erodible or
not) should be considered. Box culverts should be sized with acceptable flow velocities to
minimize potential scouro
1.6
BRIDGE SCOUR
A scour analysis will be perfonned for all bridges, using the methods in the latest version of
HEC-180 General contraction and local (pier) scour calculations shall be perfonned. The design
flood for scour shall be the 100 year or overtopping flood if it is less than or equal to the 100 year
flood. Scour should also be computed for the 500 year flood, or the overtopping flood if it is
greater than the 100 year flood and less than the 500 year floodo
1.7
BRIDGE ABUTMENT PROTECTION
Spillthrough type abutment type endrolls with a 2: I slope nonnal to the end bent are nonnally
used for new bridges. Riprap protection for these endrolls shall be sized using the method shown
in the latest version of HEC-18. The 100 year flood should be used for this designo This riprap
protection shall be entrenched 2 feet below the ground line and extend 2 feet above the 100-year
floodstage elevation. The riprap protection shall be extended a minimum distance of 20 feet
beyond the end of the wingwallso A riprap apron, with a width equal to twice the 100 year stonn
flow depth in the overbank area, from a minimum width of 10 feet to a maximum of25 feet, shall
be used to protect the endroll toes. The depth of riprap at the endrolls is nonnally 2 feet. The
Department of Transportation uses two sizes of riprap: Type I riprap has a 050 of 1014 feet and
Type 3 riprap has a D50 of 0064 feet. Plastic filter fabric is placed under the riprap.
.
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January 22, 1999
E-3
1.8
GUIDE BANKS (SPUR DIKES)
Guide bank calculations shall be performed as shown in the latest version ofHEC-20 and shall
be based on the 100 year floodo A guide bank shall not be built where the required length is less
than 150 feet. Based on FHW A recommendations, the GDOT policy is to build a maximum
length guide bank of 150 feet. The engineer, at his discretion, may specify a longer guide bank.
1.9 DETOUR STRUCTURES
a. Detour structures should be sized, where required, to maintain traffic during the new construction.
The detour structure may be a bridge, extension of a proposed culvert, or corrugated metal pipes.
The detour structure is sized to convey the 10-year storm, and is recommended to be placed
downstream of the proposed bridge siteo The detour bridge superstructure shall clear the to year
flood stage elevation. Traffi'~ can also be maintained, in certain cases, by stage const:!"'Jction of
the proposed bridge.
b. Detour structures in tidal areas are to be sized based on the engineer's judgement. The minimum
size should be based on the high tide flow conditions.
2. HYDRAULIC AND HYDROLOGICAL STUDIES
2.1 METHODS/PROCEDVRES - ALL RIVERINE BRIDGE PROJECTS
NOTE: The following methods/procedures are for bridge replacements, widenings and
parallelings unless otherwise noted.
A. The following hydraulic computer models are approved by the GDOT to be utilized when tidal flow
is not present:
10 The Federal Highway Administration (FHW A) computer model 'WSPRO';
2. The UoSo Anny Corps of Engineers computer model 'HEC-RAS'. This model shall be used with
the 'WSPRO' bridge routine option;
3. The 'FESWMS' computer model. This model shall be used in cases where there is a large
amount of two-dimensional flow. Cases where this program shall be utilized include, a skewed
crossing of a wide floodplain, a wide floodplain requiring multiple bridges, or if there is
significant lateral flow in the vicinity of the bridge, such as close proximity to a meander bend,
or a stream junction immediately upstream;
NOTE: OBTAIN APPROVAL FROM THE HYDRAULIC ENGINEER BEFORE USING
'FESWMS' .
4. For bridge sites with a drainage area of20 square miles or less, a box culvert alternate must be
considered. Two culvert computer models are accepted; I) The FHW A 'HY-8' computer model
for box culverts shall be used in conjunction with the 'WSPRO' computer model; and 2) The
'HEC-RAS' computer model;
5. The UoS. Anny Corps of Engineers computer model 'HEC-2' shall only be used in modeling the
regulatory floodways for the required coordination with FEMA. 'HEC-RAS' can be utilized to
duplicate/model the floodway and profile runs if acceptable by FEMAo
January 22, ) 999
.
E-4
B. Investigate the flood history of the stream. Sources for this infonnation include, but are not limited
to:
1. USGS gage records;
20 Existing bridge and maintenance files;
3. Previous studies done by the DOT, Corp of Engineers, FEMA and the USGS;
4. Infonnation from local residents;
5. Infonnation from the local community;
6. Infonnation from local Department personnel;
7. Hydraulic Engineering Field Report.
C. Investigate the bridge site scour historyo Some sources of infonnation are:
.
1. The bridge inspe::tion and maintenance files;
2. A comparison of the original bridge plan and profile with the currently surveyed profile;
3. Aerial photographs taken over as long a time span as available. Based on this infonnation, an
indication of the long-tenn channel stability and aggradation or degradation can be estimated.
An evaluation of the perfonnance of the existing bridges can also be madeo
4. For bridge widenings and parallelings only: A bridge condition survey for the existing bridge shall
be requested from the Office of Maintenance, along with a bridge deck condition survey from the
Office of Materials and Research (Forest Park Lab). These surveys will recommend any needed
repairs to the existing bridge, or if the repairs are extensive, will recommend the replacement of
the existing structure. These recommendations shall be incorporated into the preliminary bridge
layout and study.
D. Hydrology:
I. Using USGS topographic maps, detennine the boundaries of the drainage basin and measure the
area. Detennine the land usage from aerial photography, topographic maps, and a site visit;
2. The latest version of the USGS publication, "Techniques for Estimating Magnitude and
Frequency of Floods in Rural basins of Georgia" shall be used in calculating the various stonn
discharges at the project site. The regional flood frequency relations and applicable gage data
shall be utilized as shown in this publicationo In addition to the above named publication, the
USGS also has a publication, "Annual Peak Discharges and Stages for Gauging Stations in
Georgia" which contains the various stonn discharges at the gauged siteso When applicable, the
USGS publication, "Flood-Frequency Relations for Urban Streams in Georgia" shall be used in
calculating the various stonn discharges for urban streams;
3. The hydraulic slope is at the site is nonnally detennined by use of the USGS topographical sheets
and/or the surveyed water surface elevations taken 500 feet upstream and downstream and at the
centerline of the crossing;
40 If the drainage area contains significant storage volume upstream of the project site, the runoff
must be detennined by developing unit hydrographs and routing the various floods through the
basin taking into account the storageo
E. Site Inspection:
.
10 Evaluate the stream characteristics and hydraulic properties, evaluate the perfonnance of the
existing bridge (if applicable), evaluate the channel and floodplain geometries, and evaluate the
adequacy and accuracy of the survey data;
January 22, 1999
.
E-5
20 Possible flooding problems of buildings and other structures in the floodplain should be
identified;
3. Any existing scour problems should be noted;
4. Any possible channel migration should be noted;
50 Bridge sites immediately upstream and downstream of the project site along the same stream
should be visited and the performance of the structures evaluated.
F. Hydraulic Analysis:
1. The hydraulic computer model shall be used to determine the existing and proposed conditions
at the site. The 2 year, 10 year, design year, 100 year and 500 year or overtopping storm shall
be modeled for the project site. The design flood shall be conveyed through the bridge opening,
while floods greater than the design flood may be conveyed over the roadway and through the
bridg~ vpening. The 2 year flood is modeled for Cvrp permit purposeso The 10 year storm is
used to size the detour structure;
2. If the drainage area is less than 20 square miles, a box culvert alternate should be analyzed. The
natural or unrestricted highwater profiles should be developed using 'WSPRO' or 'HEC-RAS'.
Two culvert computer models are accepted; 1 )The FHW A 'HY -8' computer model; and 2) The
'HEC-RAS' computer model;
3. If the project is within a FEMA regulatory flood way, see Section D, "Floodway - Floodplain
Requirements".
.
G. Design of Bridge
1. Bridge Replacements
ao Establish the orientation of the bridge substructure by determining the flood flow angle. This
should be based on topographic maps, aerial photographs and the site inspectiono If
'FESWMS' is used, it will compute the velocity vectors, which will show the flood flow
angle directly;
bo Spillthrough abutment type endrolls with a 2: 1 slope normal to the end bent are normally used
for new bridges. The toe of the bridge endrolls shall be placed a minimum of 10 feet back
from the creek bank or at a point 10 feet back from where a 2: I slope from the bottom of the
creek bank intersects the groundline in the overbank, whichever is greater;
co Set the span lengths for the bridge. The span over the channel should be set first. If practical,
the channel should be completely spannedo The substructure should be set far enough back
of the channel banks so that the banks will not be broken down during construction;
d. At sites where the bridge bent heights are acceptable and subsurface conditions are suitable,
pile bents are normally usedo Concrete reinforced 'T' - beam superstructure, with spans of
30 feet or 40 feet, is used with this substructure;
eo At sites where the bridge bents are too high for pile substructure, or the subsurface conditions
warrant, or there is a debris problem, or a long span is required, concrete intermediate bents
with footings are typically usedo Spans longer than 40 feet normally use cast-in-place
concrete bents;
f. At sites where intermediate bents have to be located within the stream channel, the bents
should align with the stream channel flowo Ifpile bents are located within the stream channel
or at the channel banks, they should not be tower bents;
g. For ease of structural design and repetition in fabrication, the use of equal span lengths are
recommended while following sound hydraulic design practice;
h. The bridge superstructure shall meet the clearance requirements specified in the Design
.
January 22, 1999
.
Criteria sectiono
E-6
20 Bridge Widenings and Parallelings
.
ao In general, the above recommendations (G.l) for bridge replacements apply where applicable;
bo The first choice for the widening and/or paralleling of an existing bridge is to approximate
the existing bottom of beam elevation, span lengths and bent skewo Some common
complications and solutions are as follows:
1) If the bridge widening is significant and the existing bents do not align with the flood
and/or channel flow, the widened bents can be skewed to match the flood and/or channel
flowo The parallel bridge bents can be skewed to match the flood/channel flow;
2) The span arrangement for the parallel bridge can be varied from the existing bridge to
adhere to the recommendations in G 01.
3) If the existing bottom of beam elevation does not provide the required clearance over the
design year and 100 year floods and/or the backwater/velocity/scour values yield values
which indicate that a longerlhigher structure is needed, the following steps should be
taken:
a) The bridge history should be checked outo The maintenance records should be
reviewed for any past or existing scour problems at the siteo In addition, the
Hydraulic Engineering Field Report should indicate any existing flooding and/or
scour problems. The engineer should perfonn a site inspection to observe any
existing or proposed problems;
b) If no scour or flooding problems exist and the potential for any significant problems
seems low, the engineer can opt to widen! parallel in-kind with no major changes;
c) If there is evidence of flooding and/or scour problems, or if the widening/paralleling
is so significant that the calculations indicate that a longerlhigher structure(s) is
required, or that the existing foundations are inadequate, then the engineer must
make the necessary adjustments to the existing structure until satisfied that it is
hydraulically sufficient. These options can include replacing the existing structure.
Co It is desirable for the proposed widened and/or parallel bridge endrolls to clear the creek
channel by the minimum distance specified in GoI.b. If this clearance cannot be achieved by
widening or paralleling in-kind, the following options should be considered:
1) For a bridge widening, the widened end bent(s) can be skewed away from the stream
channel;
2) The proposed widened and/or parallel bridge(s) can be lengthened, placing the end
bent(s) farther away from the stream channel to obtain this clearance;
do The possibility of replacing the existing bridge with a more cost effective structure should
be checked if:
1) The computer model and various hydraulic calculations indicate that the existing bridge
. is oversized;
2) Extensive repairs to the existing bridge are required;
3) The existing bridge has steel beam superstructure.
NOTE: OBTAIN APPROVAL FROM THE HYDRAULIC ENGINEER BEFORE
REPLACING THE EXISTING BRIDGE.
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January 22,1999
E-7
30 Bridge Box Culverts
In general, box culverts are placed at sites which have favorable floodplain conditions, which
include, a well-defined creek channel and a site that is not likely to accumulate silt in the culvert
barrels. For this reason, culverts are not nonnally placed in swampy areas or sites that are
frequently affected by abnonnal stage conditions. The culvert width is nonnally set by matching
the width of the stream channel and is designed to flow full for the design year and 100 year
stonns. A Georgia standard size and skew box culvert should be used if possibleo
H. Scour Analysis
1. A scour analysis will be performed for all bridges, using the methods in the latest version of HEC-
18. HEC-20 should also be consulted. General contraction and local (pier) scour calculations shall
be perfonned. The design flood for scour shall be the 100 year or overtopping flood if it is less than
or equal to the 100 year floodo Scour should also be computed for the 500 year flood, or the
overtopping flood if it is greater than the 100 year flood and less than the 500 year flood;
20 One of the primary scour areas is abutment scour. This is due to insufficient bridge opening or a
large discharge in the overbank area. Guide banks (Spur dikes) should be considered for protection
against this type of scouro All bridge abutments shall be protected for scour by riprap. The
proposed bridge opening(s) should be sized to minimize the possibility of abutment scour;
30 If the bridge is located in or near a channel bend, the possibility of channel migration is increasedo
Placing the bridge foundations deep enough to withstand the possible migration and channel scour
is recommendedo The bridge abutments should be placed far enough back so that any channel
migration would not reach them during the lifetime of the bridge, 75 years at a minimum. Channel
stabilization should be considered utilizing the methods in HEC-200
I.
Cost Analysis
Cost estimates should be perfonned for all proposed drainage structure alternates. The most cost
effective, hydraulically adequate, alternate should be chosen.
Jo Risk Assessment
When the bridge hydraulic design is selected, a risk assessment will be performed to detennine if a
more economical design approach should be considered. The risk assessment involves answering a
series of questions that will determine the need for a risk analysis. See Risk Assessment chartso
K. Channel Changes.
For both bridges and culverts it may be desirable in some instances to construct a channel change to
improve the hydraulic perfonnance of the structure. Several considerations must be made.
Environmental resource agencies object highly to channel changes. They require extensive mitigation
for channel changeso Channel changes are to be avoided if at all possibleo
In the rare instances that a channel realignment is required and used, the change and effects must be
reflected in the appropriate hydraulic computer model.
NOTE: DUE TO APPROVAL PROBLEMS WITH THE ENVIRONMENTAL RESOURCE
AGENCIES, THE HYDRAULIC ENGINEER WILL ONLY CONSIDER CHANNEL
.
.
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January 22, 1999
CHANGES FOR EXTREME CONDITIONS.
E-8
L. Preliminary Bridge Layout.
Infonnation to be shown on the preliminary bridge layout includes but is not limited to the following:
10 A plan and elevation view of the proposed bridge. The existing bridge location is shown on the
plan view, and if any of the existing bridge and roadway fill is within the proposed bridge
opening, this fill is shown as fill to be removed;
2. The approximate original groundline should be shown in the elevation view;
30 Historic highwater (Flood of Record) data including: elevation of highwater, date of occurrence
and source of data;
4. Design highwater elevation, 100 year highwater elevation, and the 500 year or overtopping
highwater elevation. The highwater elevation should include the backwater produced;
5. Hydrology Data:
ao Drainage area at site:
b. Storm discharges for the design year, 100 year and 500 year or overtopping floods;
co Areas of opening below the design year, 100 year and 500 year or overtopping floods;
d. Mean flow velocities through the bridge opening for the design year, 100 year and 500
year or overtopping floods;
6. Scour table showing the general contraction, local (pier) and total calculated scour depths for the
100 year and 500 year or overtopping stonns. The profile of the 500 year or overtopping stonn
theoretical scour line shall be shown on the bridge elevation view;
7. An endroll riprap detail at the end bents;
8. A benn elevation table. This table reflects the proposed benn elevations at the left and right edges
of the bridge. A note should be placed under this table that states' For bridge endroll staking
purposes only;
9. A 'Bridge Consists Of table which includes the length, type and number of superstructure spans;
the number and type of substructure bents; the depth and type of riprap at the endrolls; length of
guide banks (spur dikes); type and size of detour structure.
10. Proposed grade data;
11. Horizontal curve data;
12. Benchmark data;
13. Traffic data;
140 Utilities, existing and proposed;
15. Design data, e.g. 'MS -18 and/or military loading... impact allowed'.
16. A typical section if stage constructed. A construction sequence is required if stage constructed;
17. Notes which specify the minimum bottom of proposed beam elevation; the proposed deck cross
slope or superelevation;
18. North arrow;
190 Flow direction arrow;
20. Destination arrows.
2.2 METHODS/PROCEDURES - ALL TIDAL BRIDGE PROJECTS
NOTE: CONTACT THE HYDRAULIC BRIDGE ENGINEER FOR
METHODS/PROCEDURES FOR TIDAL PROJECTS.
.
.
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January 22, 1999
E-9
3. CONTENTS OF HYDRAULIC AND HYDROLOGICAL STUDIES
A. Cover Sheet.
The following information shall be shown:
10 Project number, PI number, Route and stream name;
20 Statement whether coordination with FEMA is required;
3. Signed and dated. Note: For consultant projects, the Hydraulic Study shall be stamped and
signed by a registered Professional Engineero
B. Hydraulic and Hydrological Reporto
Include the description of the project, the alternates considered, the methods of analysis, and the
conclusions for the siteo
C. Site Inspection.
A site inspection shall be performed with the results included in the study.
D. Scour Report.
The report shall include but shall not be limited to the following:
10 Scour Table: Show the general contraction, local (pier) and total scour for the 100 and
500 year (or overtopping) storm at each intermediate bent;
20 Show the general scour calculations for the stream channel and overbanks;
30 Show the local (pier) scour calculations for each intermediate bento
Eo Hydraulic Table.
Tables showing the hydraulic values for the existing and proposed conditions along with any
applicable alternates. Included are the flood stages at the bridge and the unconstricted and
constricted floodstages at the upstream approach sectiono Areas of opening under floodstage,
discharge through the bridge and over the roadway, channel and mean velocities through the
bridge, and backwater valueso The two year floodstage elevation, along with the design year and
100 year storm natural (unconstricted) channel velocities should be shown on this sheet. If the
site is affected by abnormal floodstages, separate tables should be shown for the stream floods
and abnormal floodso
F. Drainage Calculationso
Discharge calculations and hydraulic slope determination shall be shown.
Go Copies of Gage Data used (or other supporting data)o
H. Sub-Area Property Calculations.
Using the computer model, show channel and overbank discharges, velocities and areas for the
design storm, 1 OO-year storm, and 500 year (or overtopping) stormo
I. Guide Bank (Spur Dike) Calculations.
J. Riprap Calculationso
K. Hydraulic Engineering Field Reporto
L. Cost Comparison.
.
.
.
Cost estimates of the alternate drainage structures shall be included in the studyo
E-IO
January 22, 1999
M. Risk Assessment Sheet.
No Clearance Determination.
Show the proposed bottom of beam clearance over the design year and I 00 year floodstage
elevations. If abnonnal flood stages are present, clearances should also be shown over the
respective abnormal floodstage elevationso
O. Roadway Plan Sheets.
Half-size copies of the plan and profile sheets, along with the typical section sheet shall be
included. Note: If the proposed drainage structure is a box culvert, a sketch of the culvert
placement should be shown on the applicable plan and profile sheet.
P. Preliminary Bridge Layout.
A half-size copy shall be included.
Qo County Location Map.
R. USGS Quadrangle Map.
So Charts, tables and graphs.
Many of the hydraulic computer models have capabilities to show and/or clarify results utilizing
these methods.
To Computer Datao
Input and Output of the hydraulic computer model for the following:
I. Existing and proposed conditions;
2. Applicable alternates; and
3. Detour structure (if applicable).
NOTE: In addition, a computer disk with the required computer runs shall be provided if done
by a consultant.
u. Flood Insurance Study Infonnationo
If the site is located within a FEMA regulatory floodway, the following information is
required to be placed within the study:
10 An explanation of any required modification and/or corrections to the floodway model;
20 The floodway map with the site marked and any modification delineated;
30 Floodway data tables for the existing (published), base and proposed conditions;
4. Flood profile and flood way run input;
5. Consultant projects shall also include the flood profile runs for the 10,50, 100 and 500 year
stormso The 100 year floodway run is also requiredo
4. FLOODW A Y - FLOODPLAIN REQUIREMENTS
All floodplain crossings must meet the Federal Emergency Management Agency (FEMA) regulation
requirementso The GADOT adheres to the guidelines set forth in the Federal Highway Administration's
Federal-Aid Policy Guide, 23 CRF 650A, September 30, 1992, Transmittal 5, "Procedures For
Coordinating Highway Encroachments On Floodplains With Federal Emergency Management Agency'.
.
.
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January 22, 1999
E-ll
All bridges within the State fall into one of the following five categories concerning Federal Emergency
Management Agency (FEMA) involvement:
A. If the stream is a designated floodway, the structure should be designed, if practical, so that the bridge
approaches will not encroach on the regulatory floodway;
B. Ifthe stream is a designated floodway, and encroachment on the regulatory floodway is necessary,
the structure should be designed, if practical, so that there will be no change in the 100 year flood
elevations, floodway elevations, and floodway widths at any cross section. This is considered a ''No
Rise" projecto A signed and sealed ''No Rise" certification by a registered professional engineer is
requiredo If this criterion is met, two original sets of supporting documentation should be preparedo
One set is for submission to the affected Community, and one set is for GA DOT's records;
C. If the stream is a designated flood way, and encroachment on the regulatory floodway is necessary,
and the above criterion in (B) is not met, then the floodway will be adjusted to meet the requirements
of the local community and FEMAo The Professional Certification Fonn required by FEMA is to be
completed, and signed and sealed by a registered professional engineero In this case, three original
sets of supporting documentation should be preparedo One set is for submission to the affected
Community, one set is for submission to FEMA, and one set is for GADOT's records;
Do For bridges in areas not in a designated floodway, but covered by Flood Insurance Maps, the bridge
will be sized to limit the backwater to no more than a 1 foot increase in the existing 100 year (base)
flood elevation;
Eo For bridges which are outside of National Flood Insurance Program (NFIP) communities or NFIP
identified flood hazard areas, the bridge should be sized using the GADOT guidelines and policies.
5. REQUIRED SUPPORTING DOCUMENTATION
A. A copy of the original HEC-2 computer floodway run.
B. A copy ofthe original HEC-2 computer run with the 10,50, 100 and 500 year highwater profileso
Co A copy of the HEC-2 base computer floodway run for the existing conditions using the original
floodway data with any required modifications/additions.
D. A copy of the HEC-2 base computer run for the existing conditions showing the 10,50, 100 and 500
year highwater profiles using the modified datao
Eo A copy of the HEC-2 computer floodway run reflecting the proposed conditions.
F. A copy of the HEC-2 computer run for the 10, 50, 100 and 500 year highwater profiles for the
proposed constructiono
G. Note: Three computer disks with the required HEC-2 computer runs shall be provided if done
by a consultant.
H. A copy of the published floodway map and the published highwater profiles. The revised floodway
boundaries, if any, should be shown on the floodway mapo
I. Floodway tables showing the existing, base (modified/corrected existing), and proposed conditions.
Jo A detailed explanation of the results of the floodway calculations.
Ko A set of the proposed roadway plans and the preliminary bridge layout.
L. This documentation must be signed and sealed by a registered Professional Engineer if done by a
consultanto
NOTE: 'HEC-RAS' can be utilized to duplicate/model the floodway and profile runs if acceptable by
FEMA.
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E-12
APPENDIX "F"
ADDITIONAL DESIGN CRITERIA FOR BRIDGES AND WALLS
BRIDGES
January 22, 1999
A. MISCELLANEOUS
1. All reinforcing steel shall be ASTM Grade 60.
20 Concrete shall have a minimum 28 day strength of3500 psi (Class AA Concrete) in the superstructure
and 3000 psi (Class A Concrete) in the substructureo
3. All bridges shall be grooved in accordance with Section 500 of the Standard Specifications.
40 Column ties shall be arranged in such a manner as to accommodate at least a 6 inch tremie so that proper
concrete placement will be facilitated.
5. Do not detail construction joints in columns less than 30 feet in height.
6. A future asphalt paving allowance of 30 pounds per square foot shall be included in the design of all
bridgeso
7. Edge beams are to be designed and detailed where the deck slab is discontinuous, and shall extend a
minimum of 18 inches below the top beam flangeo Slab transverse and longitudinal reinforcing steel is
to be brought to the edge ofthe slab and the top mat of edge beam bars shall be below the bottom of the
decko Do not use truss-shaped bars in the edge beam. Extend stirrups from edge beam into slab.
8. All construction plans and documents designed, detailed and furnished by consulting finns for Department
use shall bear a valid Professional Engineer stampo All plans submitted to the Department for review shall
have been checked by the Consultant prior to submissiono
9. The bridge deck slabs for all bridges shall be designed using the slab design charts of Figure Noo 1.
100 Every reasonable effort shall be made by the designer to arrive at the most economical structure. The
Consultant shall also consider construction problems and difficulties, in particular the use of cofferdams
and seals. The Consultant shall meet and discuss economic considerations and construction staging and
requirements with the Department prior to final design.
11. The maximum batter on piling shall be 4 horizontally on 12 vertically.
12. The minimum size PSC pile shall be 14 inches square.
13. Pile spacing shall confonn to Subsection 4.5015011 of the AASHTO Standard Specifications for Highway
Bridges.
January 22, 1999
.
F-l
.
14. Construction plans prepared by the Consultant for bridges shall contain all dimensions, notes, and details
necessary for a Contractor to prepare a bid and construct the structureo Construction plans shall contain
the following minimum sheets:
(a.) 'Plan and Elevation sheets,
(bo) General Notes sheets,
(co) Deck Plan sheets,
(do) Deck Cross-Section sheets,
(eo) Bearing assembly sheets,
(f.) Beam or Box Elevation and S.ection sheets,
(go) Miscellaneous Beam sheets,
(h.)
(i.)
G.) Intermediate Bent sheets,
(k.) As Built Foundation sheets, and
(1.) Bar Bending Detail sheets.
Additional sheets may be necessary to show the details required for construction and shall be provided
by the Consultant at no additional cost when deemed necessary by the Department.
Framing Plan and Substructure Layout sheets,
End Bent sheets,
The Deck Cross-section sheets shall contain one full-width section across the structure which indicates,
at least, all the horizontal dimensions necessary to construct the bridge. If the structure is to be stage
constructed, or if an existing bridge is involved with the new structure, there shall be sufficient deck cross-
sections prepared to indicate the staging, location of the existing structure and location of any temporary
barriers on the structure. Deck cross-sections shall be prepared indicating the deck, barrier, sidewalk and
parapet reinforcing for as many locations as are necessary to show all the deck reinforcing. Deck cross-
sections shall also be drawn indicating edge beams, backwalls, diaphragms or cross-frames, end frames,
and end walls. Cross-sections shall be cut radially across the structureo
The Deck Plan shall contain all longitudinal and transverse dimensions necessary to construct the bridge
as well as indicate reinforcing bar numbers and sizes, edge beam width, expansion joint widths, backwall
or end wall locations, location of construction and expansion joints, and any other items that are necessary
to construct the structure.
.
All details except those shown on beam or box elevation sheets shall be drawn to scale. Deck cross-
section and intermediate bent sheets shall be drawn, "Looking Ahead". If the end bents are drawn
separately, bent one shall be "Looking Back", and the other end bent shall be drawn "Looking Ahead",
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January 22, 1999
F-2
Plans shall be neatly drawn and professionally prepared. Plans shall be fully checked by the Consultant
for completeness of content and accuracy before submittal to the Department for reviewo All details
shown in the Plans shall be clear. The Consultant shall meet with the Department and discuss how the
plans will be prepared prior to beginning drafting on the Project. The Department will have the final say
as to how a Project is to be drawn and will have the right to require 'additional drawings at no increase in
Contract cost.
15. The Consultant shall review the Bridge Foundation Investigation report prepared by the Department for
any possible errors or omissions prior to fonnalizing the design of the Project. Any discrepancies shall
be brought to the Department's attention for resolution.
16. The Consultant shall provide for the installation of utilities on bridges as required. The Department shall
furnish the Consultant with the infonnation regarding the utilitieso The installation of the utilities shall
be considered in staging the construction of the bridges.
17. The Consultant shall detennine the vertical and lateral clearances and bridge end stations for all bridge
site by mathematical calculation. The Liaison Engineer for the Department shall be notified of any
discrepancies. All discrepancies shall be reconciled before the Consultant proceeds with construction
plans development.
STAY IN PLACE FORMS
B.
1.
Provide the following non-composite dead loads to account for metal stay-in-place fonns:
ao Main deck reinforcing nonnal to centerline of Bridge- 9025 Ibs./sq. fto
bo Main deck reinforcing skewed to centerline of Bridge - 16 Ibs./sq. fto
Do not show on plans any reference for additional weight due to stay in place fonns.
When designing composite prestressed concrete beam bridges, neglect one inch of the bottom of the slab
thickness for all strength calculationso Where applicable Y4 inch of the top of the slab shall also be
neglected for strength calculationso The one inch and the V. inch thickness shall be included in the dead
load calculationso
During review of shop detail drawings for prestressed concrete deck panels, the Consultant shall ask the
Supplier to send sepia sheets of the panel location plans and details of all revised bar reinforcement at the
time the Supplier sends the final sets of drawings to the Department for distribution. The Department
shall revise the bridge plans to include the sepias and make proper distribution to all holders of plans so
that a record will be made of the change in slab design and construction.
4. For cast-in-place or precast concrete superstructure stringer construction, the Consultant shall investigate
the designed deck thickness to detennine if prestressed concrete deck panels will work without adding
additional thickness to the slabo If additional slab thickness is required, the Consultant shall make a check
of the beams to detennine if the extra dead load will cause any overstress. If the extra dead load adversely
affects the beams, a note shall be placed in the Plan and Elevation sheet prohibiting the use of prestressed
20
3.
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January 22, 1999
concrete deck panels for the entire span or structure.
F-3
Co PRESTRESSED CONCRETE BEAMS
10 Anchorage beds are set for horizontal and vertical strand patterns of two inch center to center. Detail all
straight and draped strands on two inch spacings.
2. All plans shall show a minimum design release strength.
30 Place the following note on plans:
"Shop drawings shall show the details of lifting devices embedded in beam ends."
Check shop drawings to verify that lifting devices extend to near the bottoms of beams so that the weight
of the beam will not cause tension stresses at the junction of the web and top flange.
40 To prevent cracking at beam ends, provide the minimum amount of reinforcing steel at beam ends as
required by AASHTO in Article 9.21.
5. Detail beam lengths to 1/16 inch increments and state on plans that lengths are horizontal dimensions for
in place beams and that the Fabricator shall adjust lengths for grade and fabrication effects such as
shrinkage and elastic shorteningo
6. Place the following note on the plans:
"The Contractor shall submit Shop Drawings showing complete details of beams including the following:
a. Non-prestressed reinforcement,
b. The method of retaining depressed strands in place,
c. Calculations for determination of the strand elongation required to produce the specified
pretensioning force, and detensioning schedule, and
d. Calculations for the determ ination of casting length."
Do STEEL GIRDERS
1. All steel utilized in steel girders shall be ASTM designation A 709 Grade 36 or 50.
2. Main load carrying members subject to tension shall be indicated in the Plans and shall meet the Charpy
V-notch test requirements found in the Standard Specifications.
3. When designing for fatigue, all welds shall be Category C or better as defined by the AASHTO
Specifications.
4. The Electro-slag welding process is not allowed for construction of bridges in Georgiao The Consultant
shall not design this welding process into any structureo
5. For girder webs 6 feet or greater in depth, safety handrailing must be provided. Details of the handrailing
must be included on the Plans.
6. Web stiffeners shall be provided no closer than 6 inches from web splices. Web stiffeners must be
provided for all field web spliceso
7. Gusset plates attaching lateral bracing to the webs of girders shall be bolted to the girder web. Also a
positive support system for the crossing of the lateral bracing diagonals shall be provided to limit
deflection of the bracing system.
8. All gusset plates shall be attached to the flanges of steel girders and rolled sections in accordance with
AASHTO Section 10.2001.
F-4
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January 22, 1999
E. SEISMIC DESIGN
1. New bridges and widened portions of existing bridges shall be designed for seismic performance category
"A".
RETAINING WALLS - MECHANICALLY STABILIZED EMBANKMENT WALLS
10 The Consultant shall coordinate the design of the retaining wall with the Reinforced Earth Wall
Company, the Retained Earth Wall Company, the Doublewall Corporation, and other proprietary wall
companies as designated by the Department. The Consultant shall furnish the wall companies with
the approved preliminary wall layout sheets for the walls and all roadway plans concerning the wallso
20 The Consultant shall provide the wall companies with the following information for those walls used
as bridge abutments:
ao The location of the beams;
bo The magnitude of the dead load and live load reactions, both horizontal and vertical; and
c. Sketches indicating the location of the bridge end bent in relation to the wall.
30 The Consultant shall promptly furnish by letter to the wall companies any revision in the wall data,
such as adjustment of the top or bottom of wall elevations, or begin or end wall stations.
4. The Consultant shall design and prepare construction plans for the Georgia Stabilized Embankment
(GASE) walls that include the following information:
a. A Plan and Elevation sheet or sheets for each wall which contains the following:
(1) An Elevation view ofthe wall drawn to a scale of 1"= 10' which shall indicate the elevation
at the top of the wall (parapet, coping, or traffic barrier) at all horizontal and vertical break
points and at least every 1 00 feet along the wall, elevations at top of the leveling pad,
distance along face of wall to all steps in leveling pads, distance along face of wall to all
steps in leveling pads, designation as to the type of panel, length of mesh and distance along
face of wall to where changes in length of the mesh occur, and an indication of original and
final ground line.
(2) A Plan view of the wall which shall indicate the offset from construction baseline to face of
wall at the changes in horizontal alignment, limits of mesh, right-of-way limits behind a wall
with offsets and stations to comers, location and height of noise walls, location of signs and
light standards that are near a wall by station and offsets, and centerline of drainage and
utilities behind and passing through or under wallso
b. General notes required for constructing the wall.
c. All horizontal and vertical curve data affecting the wall shall be giveno
d. All details for parapets, coping and traffic barriers shall be shown including reinforcing bar
bending detailso
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January 22, 1999
All details necessary for attaching light standards and noise walls shall be shown.
F-5
All details for leveling pads shall be shown including details for steps in leveling padso
Details of typical and special panels shall be included which shall indicate all dimensions
necessary to fabricate the panelso
All panels used in the construction of a wall shall be designated on the Elevation view for the
wall.
1. All details for construction walls around bridge bents, drainage facilities, and sign footings shall
be clearly indicated. Particular attention shall be given to accommodating wall construction
around end bent pileso
J. The plans shall contain a Table of Quantities for each wallo The Table of Quantities shall list all
of the pay items and their quantities that are necessary to bid and construct the wall.
50 The Consultant shall review the soils investigation report furnished by the Department for possible
unstable wall conditionso The Consultant shall discuss any questionable sites with the Department
prior to final design and detailing of the wallo The Department will review the questionable sites and
will direct the Consultant as to how to proceed with the designo
6. The Consultant shall make every effort to provide the most economical wall.
.
7. The Consultant shall review the wall plans prepared by the MSE wall companies for completeness
and accuracy. Infonnation required in item 4, above, shall be provided for panels or modules, straps
or mesh, foundations or leveling pads used in the MSE wall plans. Some specific items to be
considered in the review are as follows:
a. Check to make sure all alternates agree with top of wall elevations and are horizontally aligned
as per roadway planso
b. Check to make sure all alternates begin and end within close proximity of the Plan and Elevation
prepared by the Consultanto
Co Check to make sure wall construction shall be within set right-of-way limits.
do Check to make sure all alternates have bottom of wall elevations set correctly and they don't
infringe on the wall envelope.
eo Check noise wall, light standard and drainage details.
f. Coordinate wall details with bridge end details.
g. Ensure that bridge abutments at MSE walls are mechanically separate from the wall, and
ho Check construction sequence with roadway plans.
.
8. At the time the wall plans are submitted to the Consultant for review, they shall be accompanied with
a set of Design Notes for the walls. The notes shall be clearly legible and shall include an explanation
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January 22, 1999
of any symbols and computer programs used in designing the wallso The notes shall account for the
effects of noise walls, traffic barriers, parapets, signs, light standards, and bridge reactions.
F-6
90 When the GASE plans are submitted to the Depamnent for initial review, the Plans shall be
completely detailed with all notes and quantities. The initial submission shall consist of four sets of
Plans for Interstate Projects and three sets of Plans for other projects. The Initial Review Plans of the
GASE wall, including a blue line of the MSE walls, shall be submitted to the Department at least three
weeks before the Final Plans due date. The Depamnent shall return one set of Plans with comments
and corrections indicated. When all corrections have been made, one set of mylar sepias and one set
of blue lines and half size prints of the GASE and MSE wall plans shall be forwarded to the
Depamnent.
100 The Consultant shall prepare and submit the Retaining Wall Summary of Quantities Sheet when the
walls are complete and submitted.
11. After the project has been let to Contract, the Consultant shall review actual ground elevations, as
provided by the Department, to detennine whether the plan details meet all minimum wall
requirements at its location. A written statement ofthe wall's acceptability shall be submitted to the
Department.
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F-7
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1.
2.
30
4.
50
6.
7.
. 80
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January 22.1999
APPENDIX "G"
GUIDELINES FOR ELECTRONIC BRIDGE PLAN SUBMISSION
Electronic plan submission to the Office of Bridge and Structural Design shall confonn to the following:
Microstation 32 (Clix) or Microstation PC/DOS Cadd operating system shall be used.
Files,. cells and user commands will be supplied by the Bridge Office. See Files, Cells and User
Commands Provided by the Bridge Office".
Seed design file shall be hrseed.dgn.
Bridge fonts 2 and 49 shall be used as shown in fonts.dgno Examples of fonts and special symbols are
shown in fonts.dgn.
Levels and line criteria shall be used as shown in lines.dgn. A detailed explanation of line codes and
associated user commands is shown in lines.dgno
Brpen.tbl will be provided for plotting purposeso Brpen.tbl is provided as an example.
Bridge design cells or modified versions as necessary shall be used, particularly cells for rebars and
arrowheads (line tenninators).
a) General Notes shall be created using the V AX programs BRNOTES and BRRUNOFF to create text
files to be "included" into the design file with the user command gen.ucm.
b) Bar reinforcing schedules shall be created using the VAX programs BRRBAR and BRCONVER T to
create text files to be "included" into the design file with the user commend reb.ucm. and incorporated
with the cells rebar 1, rebar 2, and rebar 30 Example of bar reinforcement tables is shown in rebar.dgn.
c) Access to the VAX programs BRNOTES, BRRUNOFF, BRRBAR, and BRCONVERT will be
provided by the bridge office.
d) Access to the VAX drawing programs BRGMINT, BRDECK, BREBENT, and BRIBNT will be
provided by the bridge office. An ISIF translation utility will be required to translate the output from
these programs into design files.
90 Cell Cbord shall be used to create sheet borderso Outer border size shall be 36" x 23"0
10. Each design file shall contain one bridge sheet only. See ''Naming of Files for Bridge Plans"o
110 "Reference files" and "shared cells" shall not be used because of the difficulty in transition/translation.
12. Final plan electronic submissions shall be furnished on 3 1/2" micro-floppy disketteso Files shall be in
unix tar fonnat or in PC/DOS fonnat using no compression utilityo Each disk shall be labeled with the
disk number, project number, bridge number and county nameo Sheet design files shall be loaded on disks
in sequential order.
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January 22, 1999
G-l
Files, Cells and User Commands Provided by the Bridge Office
All files have been created for use on Microstation 32 (Clix) and may need some modification for use on
Microstation PC/DOSo
1.
Design Files
brseed.dgn
fonts.dgn
lines.dgn
rebodgn
Miscellaneous files and Cells
brcolr.tbl
brfont.flb
brfont.rsc
bridge.cel
2.
3.
bridge2.cel
brpen.tbl
User Commands
acllinoucm
bmclinoucm
cbmlinoucm
ceblin.ucm
chdlin.ucm
cllinoucm
conlin.ucm
dimlinoucm
ebrlin.ucm
gen.ucm
grdlinoucm
objlinoucm
reb.ucm
sbmlin.ucm
sdilin.ucm
sthlinoucm
stllinoucm
xlin.ucm
standard seed design file
design file showing fonts
design file showing line parameters and associated user commands
design file showing rebar tables/border and title block
color table
font library
font resource file
cell library (this cell library must be used for drawing programs
BRDECK, BREBNT, and BRIBNT)
additional cell library
IPLOT pen table (for use as example)
alternate center lines
beam centerlines
concrete beam lines
edge beam, etco lines
concrete hidden lines
bridge centerlines
construction lines
dimension lines
existing bridge lines
to "include" general notes into design file in proper format
ground lines
concrete (object) lines
to "include" rebar output tables into design file in proper format
steel beam lines
steel diaphragm lines
steel detail hidden lines
steel detail object lines
cross- hatchlbreakl ines
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January 22, 1999
1.
G-2
Naming of Files for Bridge Plans
Name design files on a set of bridge plans using the following codes:
CODE
SHEET DESCRIPTION
Plan and Elevation
Construction Sequence
General Notes
Deck Plan
Deck Sections
Utilities Details (if needed)
Miscellaneous Details (if needed)
Diaphragm Layout
Bridge Deck Joint
Welding Details
Beam Details
Bearing Details
Bents-Replace (x) with Bent Number
As Built Foundation Details
Reinforcement Schedule
pe
cs
gen
dp
ds
ut
misc
dl
bdj
weld
bm
brg
bt(x)
abf
rb
20 All design files shall be named in lower case letters with the .dgn qualifier. A number designation or letter
shall be placed after a sheet code when more than one sheet is needed to detail a section of the bridge.
See EXAMPLE sheet.
3. All files shall be entered onto the file index sheet provided by the Bridge Officeo A typed copy of file
index sheet(s) and diskette(s) shall be submitted to the Bridge Office with the final submittal. A blank
FILE INDEX ON DISKEITES sheet is provided in this appendix.
G-3