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00200 I I I I I I I I I I I I I' , . I I I I r- I: A soils report entitled, "Soils and Foundation Investie:ation. Dutch Creek Project. Town of Columbine Valley. Colorado" prepared by CTLfThompson, Inc. is available for inspection at the offices of: TOWN OF COLUMBINE VALLEY 5931 So. Middlefield Road, Suite 101 Columbine Valley, Colorado 80123 303-795-1434 URBAN DRAINAGE & FLOOD CONTROL DISTRICT 2480 West 26th Avenue, Suite 156-B Denver, Colorado 80211 303-455-6277 LOVE & ASSOCIATES, INe. 2995 Centergreen Court South, Suite C Boulder, Colorado 80301 303-440-3439 For Contractor's information, we have included excepts from the CTLlThompson Soils Report prepared on February 10, 1987. Subsurface Conditions: Test borings and utility information including without limitation, utility location and size are shown on the Construction Drawings and the soils boring excepts attached represent the character of material encountered at the test boring sites and utility locations and sizes as provided by the applicable utility. This information is shown on the Drawings or in the soils borings attached for the convenience of the bidders. There is no guarantee, either expressed or implied, that the conditions indicated are representative of those actually existing throughout the project, Or any part of it, or that unforeseen developments may occur. The boring logs are part of a report prepared by the CTLfThompson, the Project Soils Consultant. The report is available at the offices of the Urban Drainage and Flood Control District for study by prospective bidders and the Contractor. During construction, a copy of the soils report will also be available through the Engineer. The inclusion of the boring logs and utility information including, without limitation, utility location and size in the construction drawings shall not be construed to be a waiver of the Contractor's obligation to inspect the soils conditions and utility information himself before submitting a bid. By submitting a bid. the Contractor acknowledges that he has satisfied himself as to the nature of work including, but not restricted to, the conditions affecting handling and storage of materials, disposal of excess material, and level and amount groundwater. There shall be no additional compensation for underground or soils conditions different from those shown on the test logs, nor additional compensation as a result of utility information. including. without limitation, utility location and size different from those shown of the Drawings. There shall be no additional monetary compensation even for unusual physical conditions at the size differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided in the Contract, and which were not discoverable by a reasonable investigation or knowledge ofthe site.