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HomeMy WebLinkAboutLot Certifications - 03/02/2012ADVANCED ENGINEERING, LLC �1 STRUCTURAL DRAINAGE DRAFTING OVERLOT GRADING OBSERVATION _ /( Site Observation Date: Z 28 / 2 Advanced Engineering, LLC Project Number: l 908-01-01A Site Observation by: Client Name: Site Address: 4a1,LAMrE t2�yty2 rv— T. CA N Site Legal: Site Plan and/o radio Pla y: - Op Z f o o—' We have observed portions of the above referenced site. During our observations our replesentative measured the relative elevations at the lot sides and comers, 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: ❑ The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan. yi The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan with the following exceptions: wNulivII Made excepnons, 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). V See the attached "As -Built" grading plan. ❑ Theelevations measured are not in conformance to the above referenced Site Plan and/or Grading Plan. Deficiencies include: Other comments and/or observations: Limitations: It is our opinion the above referenced site, as graded on the observation date, should not interfere with ofisite 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 backfil I adjacent to the residence must be monitored a ed to ensure that runoff will flow away from the foundation. The grades measured were compared only to the a above referenced site plan and/or grading plan. Other minimum grading requirements which may be or by other construction documents are beyond the scope of this report. OQ �ON E. e� •F9 33739 Reviewed.by: Jason E. Baker, P.E. 0,�: •, ASS/ONA\-��C� I46 Barberry Place, Loveland, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910 'AS-5U1LT' OVERL.OT GRADING OBSERVATIONS TBM-1 35B MOM-) \� V Z \ 36.1 g� �¢ _ 36.1 \mil (BAJUJ IH.P.J 33.1 293 �+ DRIVE 263 ® DOOR 313 ... 395 339 258 CBAJU.) 392 t. •.... ' . TAF. = 3" TOFF. = 41.0 38.9 90B 252 385 3T.� © \, (SWALE) WALKOUT .. + 4,38B 3H 24.1 V 38.4 336 DECK 25,8 + (SWALE) 30.9 34:1 \® 3OJ +(SWALE)/ 308 \30.1 292 . .. - + (SWALE) - 29.5 29S - (SWALE) + 28.1 . - LEGEND, 28.1 TAF.= TOP OF FOUNDATION WA - TOP OF WINDOW WELL DIU. = DOOR WELL 5D111. • BACK OF SIDEWALK - - - B.O,C.A& a BACK OF CURB 1 CsUTTER .. .TBM.A = TEMPORARY M NC 91ARK I - H.P. = HIGH POINT OF SWALE ®• SEE ADVANCED LETTER ISOS-01-OIA . - DATED 2nSA2 AROJWT XUM9 i IWS-01-OIA A D VA N C E D ' +-domes By Schrcet I in Lot 16, Lema Avenue Estates, F-L Collins, CO s DAM ' 2/25/12 Vim, ENGINEERING, LLC STRUCTURAL DRAINAGE DRAFTING c-FH 146 9M 9E FI E, Lwe No, 00lG Da 80937 I or I T�NONE 970.278-1 909 `�37 al 0-4 5 12FG- 37:3f T 8M F=3 MOE=24.0 le. 01" r .fr f. 00, o0v I LOT 1G It .01 op cv W 041 /TF=OV YJ C7 '7L! le .0 3T 15 sa-t-'- IR =4-0. 53 41.19 ROXIMA1 00, 4F. 100—YEI EROSION 8 I I CMARKED 81 TEMPORAR) PLANS. N4 /pFynmn FF