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HomeMy WebLinkAboutLot Certifications - 09/25/1996 (4)e TO FOUNDATION II consulting ENGINEERING Engineers, Ltd. September 2S, 1996 Commission No. 2658-01-17-04 C & C Peterson 3343 Oregon Trail Fort Collins, Colorado 80526 RE: Lot 45,�Greerib_ricer__V lIa:ge_Second-Filing (1536 Bayberry Circle), Fort Collins, Colorado Gentlemen: We have measured the relative elevations at the above referenced address. During the investigation, we measured elevations at the lot sides and corners, top of finished floor, and several points around the lot. The slopes and elevations as measured are in substantial conformance with the FHA grading plan completed by Structured Engineering, Inc., Job No. 9301-2ND, dated May 3, 1994. We also inspected the concrete pan at the north side of the property. Based upon our observations, the slope of the pan is in substantial conformance with the above mentioned grading plan. If you have any questions, please feel free to call. Respect -full Clifford P. am, M.S. Environmental/Earth S",j„ear,gs Specialist Reviewed by: �0 hUEPq Ioftl ate K vin W. Prs FOUNDATION ENGINE ,z-CO] CPH/jle ENGINEERS, LTD. 5110 Granite Street . Loveland, Colorado 80538 • (970) 663-0138 . Fax (970) 663-1660 515 Main Street, Suite C • Longmont, Colorado 80501 . (303) 702-0661 15' SETBACK 5' 5ETBACK pM 4Si. E) >06 "-\ \" >' lop of to IISIW;> Ficoat 4.13 I.ot.Lcsr lo.4 LOT 45 g � / I B' SETBACK �444\ c&,c4 of 9' EASEMENT VUL+L) NOTE. THIS WE PLAN IS BASED U°ON THE BEST IFOF"ATION UZ NAYE AT TiE TM THE FOR ONALL VERFT ALL LOT DrOZION0, 6ET-5AOK IFOR•IATION APO EAGEP® IUDTHS WITH THE G0`w13W NG AMMORITY AND OR GOVBJARM. 5' EE45EMENT .x ('$.4 SCALE: r . 20'-0' ELEVATIONS PER GRADNG FL,4I sj P."W'{EO: 9 -7-4 �JIC 51TE PLAN in ma WLi-n-7 FOUNOAT I O N ax=*t<>m C 8C PETERSEN 211511* scmx E NG I NEE R IN G O"' "'400'" LOT 45• BAR VJLLAGE PAID. znd I' 4©D' STlaJGttRAL FOUNDATION AND SOILS EWjt4MRW-j LOVBMO COLGRADO K!-0" 4� FF \ iHp 6 S 1 c6A.o 0 FF 43 k69.0) °1� / ; FF ®' \ (69. 9 `- �� 44 / \ 'po FF / l¢' �69.0� F-2 S; �. 3 54 WOW �. F Iro' . � / fF SP (69.0�