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1. Known section corners only within the mapping 11m1 ts shall be located and paneled prior to flying. 2. Coordinate values and elevations shall be determined for known section corners by third order surveys as described in item III 0 of these specifications. 3. Section lines where corners are beyond mapping limits shall be determined by enlarging 7.5 minute USGS quads and transferring section lines onto the mapping by matching planimetric and physical features. I. Corporate Limits. Corporate limits within the project shall be located on the final mylar line maps by the following procedures: 1. Known corporate limit markers shall be located and paneled within the mapping area prior to flying. 2. Unmarked corporate limit lines shall be drawn on the new mapping using the best and most recent community map available for matching planimetric and physical features . J. Exhibits. Exhibits 1 through 6 are attached for general 1nformation to assist the contractor in understanding the specifications and materials required. V. ACCEPTANCE AND APPROVAL Work performed under these specifications shall be subject to review and examination by the CWCB at any place where such work is being performed. The contracting agency shall have the right. to reject inaccurate or substandard work at any time. All rejected work shall be satisfac- torily corrected and replaced without cost to the contract- ing agency. As soon as practicable after delivery for review, the contact prints, maps, and cross sections will be reviewed and checked. The mapping contractor shall coordinate his operations to permit a reasonable and rapid check of the work by the CWCB in order to assure that the accuracy and quality of workmanship complies in all respects with the terms and provisions of these specifications. -9-