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_• ~ " ~ • <br />~ ~~ Irtt~aataon~cl AERIAL MAPPING COMPANY <br />~---~ 8927 International Drive • San Antonio, Texas ?8216 <br />~' PHONE (512) 826.8681 <br />~~ %, <br />January 10, 1980 <br />O'Malley and Clay, <br />9055 Katy Freeway, <br />Houston, Texas <br />Consulting Engineers <br />Suite 103 <br />77024 <br />Attn: Mr. Trowbridge <br />.... ' ry <br />Ref. Topographic Mapping, La Porte, Tex. area <br />and our telephone conversations <br />2 - 4 & 7 January 1980 <br />Gentlemen: <br />In accordance with referenced telephone conversations, we are <br />furnishing the subsequent proposal to complete topographic map manu- <br />• scripts at a scale of 1" = 100' with 2 foot contours and one foot supple- <br />mentary contours, covering approximately 7000 acres in the La Porte, <br />Texas area as delineated on quad map furnished by you and received at our <br />office on 9 January 1980. These topographic mapping requirements will <br />be accomplished in accordance with our standard procedures to provide <br />. topographic map manuscripts at the indicated scale and contour interval, <br />meeting all criteria for National Map Accuracy Standards. <br />In this connection, we propose to complete aerial photographic <br />coverage with an RC8 Precision Mapping_.camera at a scale of 1" = 500', <br />with 60% FOL and 30% sidelap to provide stereo model coverage of the <br />project area. Subsequent to the completion of these operations, we will <br />initiate field survey requirements to provide necessary horizontal and <br />vertical control for subsequent aerotriangulation procedures. In this con- <br />nection, vertical control points will be establis'ed to provide a minimum of <br />two vertical field points along each flight line not exceeding athree-model <br />span. Horizontal control points will be similarly established along each <br />flight line to provide two points per model not exceeding afour-model span. <br />These data will be accomplished by conventional traverse procedures for <br />the horizontal control and differential levels for the vertical control, uti- <br />lizing one second optical reading theodolites and Hewlett Packard Distance <br />Measuring equipment for the traverse requirements and Ziess self-leveling <br />• levels with Philadelphia rods for the differential leveling requirements. <br />