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Agmt90 Koogle & Pouls Engineeri
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Agmt90 Koogle & Pouls Engineeri
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Last modified
7/5/2005 2:53:28 PM
Creation date
6/11/2002 9:38:44 AM
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Template:
Agreement
Contractor Name
Koogle & Pouls Engineering
PROJECT NAME
street marking, aerial photography and geographic information system (GIS) data generation
RMP File Number
304
Date
11/28/1990
Reso Ref
11441
Box
2772
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Det~l Site Map~ng - Fort Bliss <br /> <br />Mr. Paul Cox, Fort Worth District, Corps of Engineers - (817) 334-2887 <br />Fee: $345,000 <br /> <br />Project involves Master Planning Mapping, Detail Site Mapping and Utility Mapping and <br />includes control surveys; black and white aerial photography at various scales; analytic <br />aerotriangulation; stereo digitizing of topographic and planimetric data and the <br />preparation of final Xynetics 1101A automated drafted map sheets with graphics/ <br />attribute data tapes in an Intergraph format. Included in the project are some 5500 <br />acres of detailed engineering mapping at 1'=100', 1', 2' and 5' contours (defined by <br />% slope). <br /> <br />Faker Air Force Base <br /> <br />Mr. Jim Pfeifer, Little Rock District, Corps of Engineers - (501) 378-5667 <br />Fee: $150,000 <br /> <br />Utilizing aerial photography and control survey data provided by our client, we <br />completed analytic aerotriangulation; stereo digitized planimetric, topographic data, <br />and pre-marked utility data; interactively edited the data base; prepared final <br />automated drafted 1'= 100', 1' contour interval map sheets, delivering Intergraph data <br />tapes, then utilizing field inventory data and engineering record drawings provided by <br />the client, we prepared geographic attribute data bases for the water, wastewater, <br />electric, gas and storm drainage systems. <br /> <br />City of ~ ~ Cruces <br />Eaat Mesa Or~'x~xo/Topographic Mapping <br /> <br />David Church, Hydraulics Engineer - (505) 526-0649 <br />Fee: $123,600 Approximately <br /> <br />Section corner recovery, reinforcement and pre-marking; establish, monument with <br />concrete and brass cap, additional photogrammetric control stations; obtain aerial <br />photography; complete analytic aeretriangulation; create a stereo digitized digital <br />terrain model; computer interpret the 2' contours; prepare orthophotos and complete <br />1'=200', 2' contour interval orthophoto/topographic mapping for some 40 1/4 square <br />miles of the East Mesa at Las Cruces. <br /> <br /> <br />
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