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HomeMy WebLinkAboutLot Certifications - 08/13/2012i .. ADVANCED ' ENGG INESTRURAL ERIN, LLC RAINAGE DRAMNG OVERLOT GRADING OBSERVATION J� Site Observation.Date: -431 ) z- Advanced Engineering, LLC Project Number: Site Observation by: C142tA Client Name: CIO. Site Address: 34-c,:0 6,944,4 S,)46 7a C .1 Ns CO t 0 e.�Q Site Legal: 00 Site Plan and/or Grra�'ding Planby: �x (3�? Ao44-Jc4,0 Er1 G„w(�EL, �, l �� l- OL 03 D l�t`•t, s We have observed portions of the above referenced site. During our observations our representative measured the relative elevations at the lot sides and corners, top of foundation, and lowest openings. The observed elevations were compared to the Site Plan and/or Grading Plan referenced above. Based upon our findings it is our opinion that: 0 The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan. El The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan with the following exceptions: It is our opinion these exceptions, as noted above, should not adversely change the grading scheme as shown on the above referenced plan. During our observations our representative noted that the as measured elevations do not conform to those indicated on the above referenced Site Plan and/or Grading Plan. However, it is our opinion the grades as measured should provide an adequate substitute to the above referenced grading scheme (see comments below). K See the attached "As -Built" grading plan. The elevations measured are not in conformance to the above referenced Site Plan and/or Grading Plan. Deficiencies include: Other comments and/or observations: p of 5,... rG a l ±o S'Lo.iee T7-Lost �ND,ta n! i�. a.�• Ar �cf"( �r c t •Z' F4�+C tN7/ ON ® A r E145T QoPG+�T`( L/M'L MOV60 t Z'r &bT- To Ar4p/-4oDATE Eft�57+ ;t►s,I.N4 , Limitations: It is our opinion the above referenced site, as graded on the observation date, should not interfere with offsite flows unless the grades are changed or barriers are created such as fences, garden terracing, sidewalks, and/or any landscaping which may change the established flow patterns by diverting or slowing runoff flow. Backfill adjacent to the residence may settle over time, this settlement may allow ponding to occur adjacent to the foundation walls. To prevent this ponding and related problems, the backfill adjacent to the residence must be monitored and maintained to ensure that runoff will flow away from the foundation. The grades measured were compared only to the r%k- n �s own on the above referenced site plan and/or grading plan. Other minimum grading requirements which may beispePrvie�rt} V�� i s eport or by other construction documents are beyond the scope of this report. Q` •' • • • T •O 3739 Reviewed by: Jason E. Baker, P.E. Y 0/03 146 Barberry Place, Loveland, Colorado 805 Telephone 970-278-1909 Fax 970-278-1910 ''II `A&-5U1L It u OVERLOT GFRAD ING O55EIRVAt (ON5 LOT 16 SWIFT ADDITION TO FOSSIL LAKE P.U.D. 83� 82.5 ct CONCRETE ��( J a2.1 FENCE POST Y / BLOCK I 82.8 RETAINING: WALL a(�j % x 6 4 \ u 842 85 0 86 W.W. 842 G�Z 0 85 5 86.6 W.W. I aro.8_ 868 85.4\ 84.9. W.W. I 86.9 88.0 TF Eqa.5 T.O.F.F. = 69.1 W.W. al.6 HP b'IS I 85.9 DRIVE [_0.43 DOOR 88.1 a6P© . a 86 6 852 GONC. T.B.M. I- 86.0 a. LEGEND: SL4, 855 5F T.O.F.F. =TOP OF FINISHED FLOOR (B.0m.) TF = TOP OF FOUNDATION T.O.W. = TOP OF WALL W.W. = TOP OF WINDOW WELL B.O.W. = BACK OF SIDEWALK GREEN SPRINGS DRIVE B.O.C.4G. = BACK OF CURB t GUTTER T.BM.-I = TEMPORARY BENCHMARK I — ----_ _ — H.P. = HIGH POINT OF SWALE QX = SEE ADVANCED LETTER 11-11-02-03G DATED l/31/12 PROSE= NOMDER: A D VA N C E D-uxury{omes of N. CO /1/1LE: 3106 Green Spring Dr. Ft. Collins, Colorado r"20' ENGINEERING, .LLC STRUCTURAL DRAINAGE DRAFTING BIIEEC MMBER: GPH 146 BARBERRY PLACE, LOVELAND, COLDRADO 80537 I CF I TELEPHONE 970-278-1909 No Text