INTERAGENCY
AERIAL COMMITTEE OF
AUBURN, ALABAMA
REQUEST FOR PROPOSALS
TABLE OF CONTENTS
SECTION 1 – BACKGROUND
A. Introduction
B. Geographic
Area
C. Statement of
Work
SECTION 2 – INSTRUCTIONS FOR PROPOSAL
A.
Proposal Deadline
B.
Performance and Payment Bonds
C.
Insurance Requirements and Hold Harmless
D.
Price Quotations
E.
Project Administration
F.
Committee Rights
G.
Schedule
H.
Disclaimers
I.
Rejection of Proposals
J.
Proposal Term and Payment
SECTION 3 – PROPOSAL CONTENT
A.
Executive Summary
B.
Vendor Profile
C.
Required Experience and References
D.
Implementation Plan
E.
Cost Proposal
SECTION 4 – EVALUATION AND SELECTION CRITERIA
A. Evaluation
Methodology
B. Evaluation
Criteria
SECTION 5 – TECHNICAL SPECIFICATIONS PHASE 1: AERIAL PHOTOGRAPHY AND RECTIFICATION
A. Work Statement
B. Aerial
Photography
C. Photo Laboratory
Procedures
D. Scanning
SECTION 6 – TECHNICAL SPECIFICATIONS PHASE 2: GROUND CONTROL, AERIAL TRIANGULATION, DIGITAL ORTHOPHOTOS, PLANIMETRIC AND TOPOGRAPHIC MAPPING
A. Ground Control
B. Analytical
Triangulation
C. Topographic
Mapping
D. Planimetric
Mapping
E. Digital
Orthophotos
F. Geographic
Information System Considerations
SECTION 7 – INSPECTION, EDITING, AND ACCEPTANCE PROCEDURES OF DIGITAL FILES
A. Inspection
B. Editing
C. Deliverables
D. Acceptance
SECTION 8 – APPENDIX
SECTION 9 – MAPS AND INDEX
SECTION 10 – COMMITTEE MEMBER CONTACT
INFORMATION
SECTION 1 – BACKGROUND
A.
Introduction:
The
Interagency Aerial Committee of Auburn, Alabama, consisting of the City of
Auburn Public Works Department, City of Auburn Water Board, City of Opelika
Engineering Department, Auburn University's Facilities Division and Office of
Property & Facilities Planning and the Lee County Appraisal Office; is
soliciting qualifications and proposals from organizations experienced in
aerial surveying, photogrammetry, and GIS.
Aerial photography is to be acquired during the 2001 spring flying
season in east central Alabama. The
creation of digital images and map data will be delivered in the City of Auburn
and Lee County's AutoCAD 14 and ArcInfo/ArcView Geographic Information System
format. Planimetric, topographic, and
digital orthophotography map data will meet ASPRS Accuracy Standards for
Large-Scale Maps - Class 1 at 1”=200’ scale.
The services and products sought by this procurement will be
accomplished under the direct supervision of an active ASPRS Certified
Photogrammetrist.
B.
Geographic
Area:
The area to be
covered by this request for proposal encompasses all of Lee County, and any
area outside the county required to completely fill the 1”=200 grid tiles with
digital imagery. Special consideration
will be given to certain areas and a scaled map index of these areas and their
existing tile structure is included as appendices to this request.
C.
Statement of
Work:
The purpose of
the contract awarded through this procurement is to complete a comprehensive
aerial survey and resulting digital image dataset of the entire county. In addition this procurement is intended to
provide two pilot areas of comprehensive geographic information. The contractor shall complete all work
required by the contract in conformance with these specifications and any
contractual modifications or additions to these specifications. Areas requiring aerial photos, digital data
creation, and the pilot area are outlined in the appendix. The contract is to be completed within a
maximum of twelve (12) months.
SECTION
2 – INSTRUCTIONS FOR PROPOSAL
A.
Proposal Deadline:
Sealed
Proposals and Cost Proposal forms shall be submitted no later than 5:00 p.m.
Central Standard Time, Monday, February 12, 2001 to:
City of Auburn
Bryan Willis, GIS Coordinator
Public Works Department
214 North Donahue Drive
Auburn, AL 36832-3733
The proposals shall include all the phases necessary
to produce the topographic maps and planimetric data from aerial photographs,
and ground control phase complete with a ground control layout plan.
All
respondents must furnish the City with five (5) bound copies of the proposal
and one (1) copy suitable for reproduction.
All proposals shall be delivered, sealed and clearly labeled as:
2001 Technical Proposals
Aerial Photography and Digital Mapping Update
Proposals
received after the scheduled receipt time will not be accepted. Proposals will
be marked “LATE” and will be returned unopened to the respondent. In addition,
faxed proposals will not be accepted.
All
Proposals submitted shall become the property of the Interagency Aerial
Committee of Auburn, Alabama and will not be
returned. The Committee is not
responsible for any cost incurred by the respondent in proposal preparation,
presentations given, or benchmarks performed.
B. Performance and
Payment Bonds:
At least five percent (5%) of the bid amount in the form of a certified
or cashier's check or a bid bond must be made payable to the contract
holder. Company checks that are not
bank certified will not be accepted as bond.
You are to base your bid bond on the total project price. Cashiers checks or bank issued irrevocable
letters of credit for cash payments in the event of failure to perform may also
be accepted.
Contractors may be required to submit performance and payment bonds in
the amount of one hundred percent (100%) of the contract price posted by a
corporate surety duly authorized to do business in the State of Alabama. Surety companies executing bonds must appear
on the Treasury Department’s most current list (Circular 570 as amended). The performance and payment bonds must be
provided no later than the fifteenth day after signing the contract. The delivery of the performance and payment
bonds will be a condition precedent to taking effect of the contract and to the
performance of any of the Interagency Aerial Committee’s obligations herein.
C. Insurance Requirements and Hold Harmless:
The Contractor will be required to
provide certificates of insurance showing the Contractor carries, or has in
force, automobile liability insurance, general liability insurance, workers’
compensation insurance and aviation insurance.
Limits of liability for automobile liability insurance shall be, at a
minimum, $500,000 combined single limit.
Limits of liability for general liability insurance shall be, at a
minimum, $500,000 per occurrence, $500.000 personal and advertising injury,
$1,000,000 general aggregate and $1,000,000 products/completed operations
aggregate. General
liability insurance will include coverage for contractually assumed
liability. Workers’ compensation
insurance shall provide statutory workers’ compensation insurance employers’
liability coverage with limits of, at a minimum, $100,000 each accident,
$100,000 each accident, $100,000 disease – each employee and $500,000 accident,
$500,000 disease – policy limit. Limits
of liability for aviation liability insurance shall be, at a minimum,
$1,000,000 per occurrence and $1,000,000 aggregate.
The certificate of insurance shall
provide the Committee with thirty (30) days written notice of cancellation of
any of the coverage’s named in said certificate.
The Contractor shall require
certificates of insurance from subcontractors.
Subcontractors will carry limits of insurance equal to or greater than
those carried by the Contractor. These
certificates shall evidence waivers of subrogation in favor of the Contractor
and Committee, and shall be made available to the Committee upon request.
At the Committee’s discretion, the
Contractor may be required to have in force higher liability limits than those
mentioned above and/or broader coverage than normally carried by the
Contractor.
The Contractor agrees
to indemnify, hold harmless, and defend the Committee, its officials,
representatives, agents servants, and employees from and against any and all
claims, actions, lawsuits, damages, judgements, liability and expenses,
including attorneys fees and litigation expenses, in whole or in part arising
out of, the Contractor, its employees, or its subcontractors in connection with
the work to be performed under the proposal.
Contractor shall purchase liability insurance to cover this indemnity
obligation.
D. Price Quotations:
Proposals may not be
modified after submittal. Prices quoted
for work to be completed to will be considered firm. All prices will be valid for 120 days.
E. Project Administration:
A Project Evaluation
Committee will be formed to manage the project. The committee will appoint one person as Project Manager. The awarded contractor shall meet with each
committee participant prior to writing of contract to clarify and make any
amendments to proposed contract. All
communications, verbal or written, between the Contractor and this committee
will be through the Project Manager after the project has begun.
F.
Committee Rights:
The Interagency
Aerial Committee, under the direction of the Project Evaluation Committee,
hereafter known as the “Committee”, reserves the right to accept any proposal,
to reject any or all proposals, to waive irregularities and/or informalities in
any proposals, and to make the award in any manner deemed in the best interest
of the Interagency Aerial Committee.
The Committee reserves the right to disqualify any proposals before or
after opening, upon evidence of collusion with intent to defraud, or other
illegal practices on the part of the respondent.
The Committee
reserves the right to cancel the project, in full or in part, if the Contractor
fails to perform in keeping with these specifications and/or his proposed
schedule, or if, in the Committee’s opinion, leaf cover obscures desired
detail.
G. Schedule:
The Committee has
established a schedule for the respondent, proposal review, contractor
selection, and project initiation. The
following dates have been established for the procurement of solicited
proposals:
|
RFP
Released |
Friday, January 26, 2001 |
|
Request
for further data deadline |
Friday, February 2, 2001 |
|
Proposals
Due |
Monday, February 12, 2001 |
H.
Disclaimers:
The Interagency Aerial Committee reserves the right to withdraw this RFP at any time for any reason, and to issue such clarifications, modifications, and/or addenda as it may deem appropriate. The Committee reserves the right to waive minor variances in proposals, provided they are in the best interest of the Committee. Any such waiver shall not modify any remaining RFP requirement.
I.
Rejection of
Proposals:
The Committee
reserves
the right to accept or reject in part or in whole any or all proposals
submitted.
J. Proposal Term and Payment:
Progress
payments will be made over a two fiscal year time frame, with final payment
made by December 15, 2001. The progress
payments made in the first year shall not exceed one half of the total cost of
the project. The remaining one half of
payment shall be made in the following fiscal year 2002 as stated by December
15, 2001 if project has reached completion.
SECTION
3 – PROPOSAL CONTENT
A. Executive Summary:
An Executive
Summary shall provide a brief description of the Contractor’s approach to
accomplish the requested services.
B. Vendor Profile:
The contractor
must provide the following information relative to his firm. Similar
information must be provided for each subcontractor or each member of a joint
venture.
1. Firm Name and
Business Address, including telephone number
2. Type of
ownership and year established, indicate if the firm has done business under a
different name or ownership as well as the name and location of any parent
company or subsidiaries
3. Indication of
whether the firm is licensed to do business in the State of Alabama
4. Verification
of active ASPRS Certified Photogrammetrist status
5. Number of full
time employees and the number of full-time professional accounting, data
processing, training, sales, and support personnel.
6. The firm will
need to provide a comprehensive list of projects currently in production and
any recently awarded projects. An
itemized list of equipment and personnel to be used on this project is
required. Further, a spreadsheet or
some other graphic depiction should be submitted showing the assignment of
resources to complete current and awarded projects in house now. This spreadsheet or graphic depiction should
also show resources that will be dedicated to the Committee’s project in order
to meet a projected completion date of December 1, 2001.
C. Required
Experience and References:
Proposals shall include the firm’s or the key personnel’s 3 projects that contain components equal to these specifications occurring within the last three (3) years. Information shall include client name, phone number, and project management point of contact. In addition to the firm’s experience, also provide the following information for key personnel assigned to this project:
1. Name and Title
2. Project
Assignment
3. Years
Experience with this firm ___ with
other firms ___
4. Education and
Experience: Degree(s) /Year/Specialization
Experience
must include involvement with planimetric, topographic, and digital
orthophotography.
5. Vendor must provide proof of experience compiling map data that meets ASPRS Accuracy Standards as specified. All map data must meet ASPRS Accuracy Standards for Large- Scale Maps – Class 1 at 1”=200’ scale.
6... Active Registrations: Must provide active ASPRS Certification Number
7... The services and products sought by this procurement must be accomplished under the direct supervision of an active ASPRS Certified Photogrammetrist.
8. Other relevant
experience and qualifications to the proposed project complete with client name, phone number,
and contact
9. The firm or
the key personnel must have experience rectifying digital aerial photography to
a cadastral mapping base.
D. Implementation
Plan:
Description of the implementation plans for all project phases will be submitted. This plan must include the elements described below. The implementation plan must identify the project team and include persons and/or organizations responsible for each phase of the work. The implementation plan must include a schedule of events in narrative and chart form. The schedule must include but is not limited to the following milestones:
1.
Complete placement of targets or ground control
2. Completion of
photographic mission and lab work
3. Scanning
complete
4.
Submittal of digital rectification pilot imagery
5. Completion of
countywide digital rectifications
6. Completion of
aerial triangulation
7. Completion and
submission of the topographic mapping pilot
8. Completion and
delivery schedule of topographic mapping and orthophotography
E. Cost Proposal:
Contractor shall submit the cost proposal form supplied with this request in the appendix.
SECTION 4 – EVALUATION AND
SELECTION CRITERIA
A.
Evaluation
Methodology:
Award shall be
made to the contractor whose proposal is determined to be the most advantageous
to Interagency Aerial Committee, taking into consideration price and the
evaluation factors set forth in this request for proposal.
Final determination will not be based
on price alone. Proposals will first be examined to eliminate those, which are
non-responsive to the stated requirements.
Contractors should exercise particular care in reviewing Section 3,
PROPOSAL CONTENT section of this RFP. Those proposals, which meet the criteria
set out in the RFP, will be evaluated in detail for the quality of the
response.
B.
Evaluation
Criteria:
The criteria listed below, shown in order of importance, will be used in the evaluation of the proposals received.
1. Applicability
of respondent’s proposed fee.
2. Respondent’s
proposed time frame.
3. Soundness of
respondent’s approach to the technical objectives and accuracies required by
the project.
4. Qualifications
of the personnel and respondents ability to commitment capable staff to the
project.
5. Demonstrated
understanding of the problems and needs presented by the project.
6. Ability to
complete the project in the specified time frame without major deviations from
necessary requirements.
SECTION 5 – TECHNICAL
SPECIFICATIONS PHASE 1: AERIAL
PHOTOGRAPHY AND RECTIFICATION
A. Work Statement:
The purpose of the contract is to acquire a complete set of aerial photography of appropriate quality and accuracy to create digital imagery for the project area, and topographic/planimetric mapping for Areas outlined on the map index. The contractor shall furnish the materials, supervision, labor, equipment, and transportation, and shall execute and complete all of the work required by the contract in conformance with these specifications. Any deviation from these specifications, unless specifically authorized in writing by the contract officer, shall be cause for rejection of the work performed.
B.. Aerial Photography:
1. Vertical aerial photography will be accomplished during the spring of 2001 during the conditions when deciduous trees are barren, and generally between 10:00 a.m. and 2:00 p.m. local time when the sun angle is greater than 30 degrees. Photography will not be undertaken when the ground is obscured by snow, haze, fog, or dust; when streams are not within there normal banks; or when clouds shadows will appear in more than five percent (5%) of the area in any one photograph. Photography flights should be conducted during the period of January 1, 2001 to March 15, 2001, conditions permitting.
2. Black and white aerial photography at a photo scale of 1”=660’ shall be obtained. Aerial film used shall be a fine-grained, high-speed photographic emulsion on a dimensionally stable base. Negatives deviating the specified scale by more than five percent (5%) may be rejected.
3. Sheet-centered aerial photographs shall have a sufficient forward overlap, and sufficient sidelap to be able to produce a digital image from the center most portion of one aerial negative. Crab and tilt shall not exceed 3 degrees with respect to adjacent photographs.
4. The aerial camera shall be a precision aerial mapping camera equipped with forward motion compensation (FMC) and a low distortion, high-resolution lens. The focal length of the lens shall be 6” with an area-weighted-average resolution (AWAR) of 100 or greater. A USGS camera calibration report, no more than two years old, shall be submitted with the flight plan prior to the photo-mission.
C.. Photo Laboratory Procedures:
Images on the negatives shall be clear and sharp in detail and free from light streaks, static marks, scratched, and other blemishes. Film shall be exposed and processed with a target density range of 1.0 +/- 0.2 as measured in the neat areas of each roll of film. Measuring with a densitometer with a scale range of 0 to 3.0 density shall not be less than 3.0; the maximum density shall not exceed 1.5. All fiducial mark images shall be clear and sharp.
D. Scanning:
Scanning the film diapositives using a precision image scanner shall create digital image files of the aerial photography. Image brightness shall be represented by 256 gray levels ranging from 0 (black) to 255 (white). All intermediate values shall represent shades of gray varying uniformly from black to white. Imagery will be scanned at a resolution of 12.5 microns or finer. Respondent should indicate the proposed scan rate, compression blocking factors, and a scanner calibration report.
SECTION 6 – TECHNICAL
SPECIFICATIONS PHASE 2: GROUND CONTROL,
AERIAL TRIANGULATION, DIGITIAL ORTHOPHOTOS, PLANIMETRIC AND TOPOGRAPHIC MAPPING
A. Ground Control:
A Professional Land Surveyor licensed by the State of Alabama shall establish all horizontal and vertical control surveys to support the topographic mapping. All data shall be tied to Alabama East 101 State Plane Coordinates. This survey must support all photogrammetry and digital orthophotography purposes set forth in this specification and will yield final products meeting ASPRS Accuracies for Large-Scale Maps – Class 1 for maps at 1”=200’ scale with a 5 foot contour interval. Some areas will require 1 foot and 2 foot contours. These areas are outlined on the attached map index.
The respondent’s proposal must indicate the surveyor and their experience with supporting aerial survey projects. The topographic mapping area must have a minimum of one full control point for every three stereo model bases or another configuration that will provide the accuracies required for this project. All existing control should be recovered and used when present. These points are to be established and paneled prior to the aerial photo mission.
Sufficient horizontal and vertical control surveys shall be established by the Contractor for all photogrammetry and digital orthophotography purposes based on ASPRS Accuracy Standards for Large-scale Class 1 maps at 1”=200’ scale with a 5 foot contour. Prior to the establishment of the necessary control, the Contractor shall make a thorough search of the project area for existing control of second order accuracy or better for horizontal control, as established by the U.S. National Geodetic Survey (NGS), the U.S. Geological Survey (USGS), the Alabama Department of Transportation (ALDOT), and recent projects by adjacent counties.
All such control, recovered or established shall be utilized to the fullest extent possible. The Contractor will provide a brief description of the equipment and methods to be used for new ground surveys, and attach this report to a copy of the contract map prepared to show the locations of all control points intended for use in the mapping project.
All basic horizontal control shall be established by Global Positioning System (GPS) survey technology. The accuracy shall adhere to Federal Geodetic Control Committee (FGDC)(September 1984) standards and specifications for Second Order Class II control.
All basic vertical control shall be established at third or higher accuracy to GDC standards. All basic vertical control lines and picture point control shall be tied to existing NGS monuments of second order or higher order accuracy. The Contractor shall compute, adjust, and furnish orthometric heights, based on either the North American Vertical Datum (NAVD) 1988 or the National Geodetic Vertical Datum (NGVD), 1929, and shall provide complete descriptions, including location diagrams. All field records and computations will be delivered to the project manager.
B. Analytical Triangulation:
Fully analytical aerial triangulation (FAAT) shall be accomplished using a minimum of nine pass points per frame, with the exception of end frames of the flight lines, which will carry six pass points. One point will lie near the corner of each model and one point will lie near the nadir position of each neat model. It is recognized that deviation from this ideal distribution may be necessary for those photographs with areas of heavy ground cover. Tie points between strips will occur with a frequency of at least one per frame. As a general rule, wing pass points within lines of flight will also serve as tie points between strips. No points shall be closer than 5mm to the photo edge.
Respondents
shall detail the software programs and photogrammetric equipment to be used to
accomplish the block adjustment solution in their technical plan of
operation.
C.
Topographic
Mapping:
Cartographically complete and topologically correct 1', 2' and 5’ contours and spot heights to ASPRS Accuracies for Large Scale Maps – Class 1 will be developed by the contractor. All contours are to be mapped, regardless of steepness. In densely wooded areas where heavy brush or tree cover fully obscures the ground and the contours are shown as dashed lines, they shall be plotted from the stereoscopic model, while making full use of the spot elevations measured photogrammetrically in places where the ground is visible. Elevation values shall be assigned to the contour lines as attributes. Contours of any given elevation shall be displayed by attribute query.
D.
Planimetric
Mapping:
Position of Planimetric features shall comply with ASPRS Accuracy Standards for Large-scale Class 1 Maps. All annotation shall be derived from logical attributes. Annotation and titling will be optimized for 1”=200’ topographic maps. Titling of continuous features such as rivers shall be so placed and repeated as to occur at least once in full on each map tile. Font selection, sizing, and orientation of all labeling shall be such that each map sheet will contain all specified details in clearly legible form, distinguishable by type, and optimized for scales of 1”=200. The following features are to be mapped:
1. Edge of Paved & Unpaved Roads, Railroads and Runways (include Centerline of Public Roads)
2. Retaining Walls and Bridges
3. Hydrology
4. Towers, Mast, and Commercial Billboards over 50’
5. Buildings over 20’ on one side
6. Visible Utility Right of Way clear cuts over 100’ wide
7. Sidewalks
8. Parking over 10 spaces
9. Features for Auburn University in the 1 foot contour areas will require more detail. (see appendix III)
E.
Digital
Orthophotos:
Respondents should describe their approach for developing the digital terrain model (DTM) for use in developing the digital orthophotography and generating contours. The type of equipment and software to be used in the production of the orthos should be described. Gray tone and density matching must be completed on each digital orthophoto image. All images shall be radiometrically and geometrically corrected to enable adjacent files to be displayed simultaneously without obvious distinction between them. This process shall include the removal of obvious effects of building "lean" for structures that appear at tile boundaries and distortion that occurs in any bridges in the area covered by the orthos. Images should be delivered in TIFF format (or other format as required by Auburn Alabama Aerial Committee) on CD-ROMs.
F.
Geographic
Information System Considerations:
Planimetric data should be clean with respect to line work i.e. no over or under shoots. All polygons should be closed figures i.e. buildings, ponds, etc.
SECTION 7 – INSPECTION,
EDITING, AND ACCEPTANCE PROCEDURES OF DIGITAL FILES
A. Inspection:
Initial work
unit deliveries will be checked within 21 days of delivery. Files will be subject
to a combination of selective field and source inspections, which may include
the following:
1. Mounting,
Manipulation, and display of digital files on existing system
2. Digital image
quality and comparison of file content to the corresponding photography /
imagery
3. Comparison of
coordinated positions of well-defined features for the orthophotographs and
photogrammetrically compiled data
B.
Editing:
All edits or
resubmissions required by the Committee after quality inspection must be
completed and new files submitted within 21 days of their return to the vendor
C.
Deliverables:
1. Five complete
sets of all Digital Aerial Files pertaining to the project on CD ROMs
(Images should be delivered in TIFF format – or other format as required by the
Auburn Alabama Aerial Committee)
2. Aerial
Photography -
a. Final flight
line map with photo centers on mylar and in digital format.
b. Annotated
rolls of aerial photography film labled in the original containers.
c. U.S.G.S.
camera calibration report for camera used.
d. Final report
from the aerial photographer
3. Photolab
Products
a... Two (2)
sets of contact prints including sets used in the ground control process.
b... One (1) set
of diapositives in sleeves.
4. Ground Control
Information
a. Index maps on
mylar and in digital format (Auto CAD) the recovered/established control
points.
b. Photo control
contact prints and survey records in a book form with annotated contact prints
showing and describing the control point location.
5. All FAAT
results including but not limited to:
a. All
intermediate and final reports.
b. Computer
printout
c. Diskettes
(100mg zip disks)
6. DTM, (mass
points and breaklines in AutoCAD 14 format) Planimetric Data in AutoCAD format
and Arcview shapefile format delivered as specified.
7. Provide AU
with the Planemetric/Topographic .dwg files broken into a 21 (twenty one) sheet
grid format at 1” = 100’ scale. AU will
provide the drawing borders and a map of the main campus showing the 21 sheet
layout. This is known as Area “D”. AU will also provide the current
alpha-numeric grid which overlays on these 21 sheets. This grid system determines the numbering for all buildings on
campus.
*Each
participant prior to contract signing to assure conformity will define AutoCAD
layer structure.
D.
Acceptance:
1. Final
acceptance will be determined by the Interagency Aerial Committee of Auburn,
Alabama’s Project Manager.
SECTION
8 – APPENDIX I
City of Auburn
Cost
Topographic
Mapping and Digital Orthophotography
171 square
miles
Aerial
Photography & Control............................................................................................. __________
Scanning............................................................................................................................... __________
Ground Control
(cost per need Point)................................................................................ __________
Aerial
Triangulation.............................................................................................................. __________
Topographic
Mapping and Orthophotography (2 foot contours).................................... __________
Total....................................................................................................................................... __________
Optional:
Digital Rectification of Tax parcels within Auburn flight Area.......................................... __________
Additional
Products and Services
Contact Prints....................................................................................................................... __________
Film Diapositives................................................................................................................. __________
GPS Ground Control Points............................................................................................... __________
Mylar Reproduction of Image Map..................................................................................... __________
SECTION 8 – APPENDIX II
City of
Opelika
Cost
Topographic
Mapping and Digital Orthophotography
9 square miles
Aerial
Photography & Control............................................................................................. __________
Scanning............................................................................................................................... __________
Ground Control
(cost per need Point)................................................................................ __________
Aerial
Triangulation.............................................................................................................. __________
Topographic
Mapping and Orthophotography (2 foot contours).................................... __________
Total....................................................................................................................................... __________
Optional:
Digital Rectification of Tax parcels within Opelika flight Area........................................ __________
Additional
Products and Services
Contact Prints....................................................................................................................... __________
Film Diapositives................................................................................................................. __________
GPS Ground Control Points............................................................................................... __________
Mylar Reproduction of Image Map..................................................................................... __________
SECTION 8 – APPENDIX III
Auburn
University
Cost
Topographic
Mapping and Digital Orthophotography
9.24 square
miles
Aerial
Photography & Control............................................................................................. __________
Scanning............................................................................................................................... __________
Ground Control
(cost per need Point)................................................................................ __________
Aerial
Triangulation.............................................................................................................. __________
Topographic
Mapping and Orthos (1 foot contours, A,D,G)........................................... __________
Topographic
Mapping and Orthos (2 foot contours, B,C,E,F)........................................ __________
Cost to
accomplish Section 7, C. Delivrables #
7, Pg. 15............................................. __________
Total....................................................................................................................................... __________
Additional
Products and Services
Contact Prints....................................................................................................................... __________
Film Diapositives................................................................................................................. __________
GPS Ground Control Points............................................................................................... __________
Mylar Reproduction of Image Map..................................................................................... __________
SECTION 8 – APPENDIX IV
City of Auburn
Water Board
Cost
Topographic
Mapping and Digital Orthophotography
15.3 square
miles
Aerial
Photography & Control............................................................................................. __________
Scanning............................................................................................................................... __________
Ground Control
(cost per need Point)................................................................................ __________
Aerial
Triangulation.............................................................................................................. __________
Topographic
Mapping and Orthophotography (2 foot contours).................................... __________
Total....................................................................................................................................... __________
Additional
Products and Services
Contact Prints....................................................................................................................... __________
Film Diapositives................................................................................................................. __________
GPS Ground Control Points............................................................................................... __________
Mylar Reproduction of Image Map..................................................................................... __________
SECTION 8 – APPENDIX V
Lee County
Appraisal Office
Cost
Topographic
Mapping of 350 square miles
And
Digital Orthophotography of 350 square miles
Aerial
Photography & Control............................................................................................. __________
Scanning............................................................................................................................... __________
Ground Control
(cost per need Point)................................................................................ __________
Aerial
Triangulation.............................................................................................................. __________
Topographic
Mapping and Orthos (5 foot contours for 350 sq.mi.)............................... __________
...........
Total....................................................................................................................................... __________
Optional:
Digital Rectification of All County Tax Parcels to orthophotography.............................. __________
Additional
Products and Services
Contact Prints....................................................................................................................... __________
Film Diapositives................................................................................................................. __________
GPS Ground Control Points............................................................................................... __________
Mylar Reproduction of Image Map..................................................................................... __________
SECTION 9 – MAPS AND INDEX
·
City of Auburn Existing Aerials -
Update planimetrics, contours and orthos where they have changed. 2 foot contours; orthophotographs (6"
pixel resolution); planimetrics should include street centerlines, edge of
pavement, buildings, hydrology, sidewalks, parking over 10 spaces and spot elevations.
·
City of Auburn Proposed Aerials - 2
foot contours; orthophotographs (6" pixel resolution); planimetrics should
include street centerlines, edge of pavement, buildings, hydrology, sidewalks,
parking over 10 spaces and spot elevations. Optional Tax Parcel rectification.
·
City of Opelika Existing Aerials - No
updating necessary
·
City of Opelika Proposed Aerials - 2
foot contours; orthophotographs (6" pixel resolution); planimetrics should
include street centerlines, edge of pavement, buildings, hydrology, sidewalks,
parking over 10 spaces and spot elevations.
·
Auburn University Proposed Aerials -
Areas A, D & G should be 1 foot contours, orthos and planimetrics should
include utilities such as power poles, manhole covers, inlets, fire hydrants,
etc., sidewalks, trees, tree lines, shrubs, fences, streets and all
parking. Areas B, C, E, & F should
be 2 foot contours, orthos and planimetrics should include street centerlines,
edge of pavement, buildings, hydrology, sidewalks, parking over 10 spaces and
spot elevations.
·
City of Auburn Water Board Proposed
Aerials - 2 foot contours; orthophotographs (6" pixel resolution);
planimetrics should include street centerlines, edge of pavement, buildings,
hydrology, sidewalks, parking over 10 spaces and spot elevations.
·
Lee County Appraisal Office Proposed
Aerials - 5 foot contours; planimetrics should include street centerlines with
name and designation, edge of pavement, buildings and hydrology. (Optional -
Orthophotographs with 6" pixel resolution). Optional Tax Parcel
rectification.
SECTION 10 – COMMITTEE MEMBER CONTACT INFORMATION
· City of Auburn
Public Works Department
Director - Jeffery Ramsey
Contact - Bryan L. Willis, Sr.
214 N. Donahue Dr., Auburn, AL 36832
(334) 887-4910
· City of Opelika
Engineering Department
Director - Charlie Thomas
Contact - Doc Dorsey
P.O. Box 390, Opelika, AL 36801
(334) 705-5450
· Auburn University
Facilities Division
Director - Catherine "Cathy" Love
Contact - Carol Cadenhead
1161 West Samford Ave., Auburn, AL 36849
(334) 844-9572
· Auburn University
Office of Property & Facilities Planning
Director - Thomas "Tom" Tillman
Contact - Laura McDonald
350 Duncan Drive, Auburn, AL 36849
(334) 844-9456
· City of Auburn
Water Board
Director - Rex Griffin
Contact - Eric Carson
214 N. Donahue Drive, Auburn, AL 36832
(334) 887-4910
· Lee County Appraisal Office
Director - Bobby Armstrong
Contact - Tim Parson
215 S. 9th St., Opelika, AL 36801
(334) 745-9802