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HomeMy WebLinkAboutLot Certifications - 05/17/2013ENGINEERING, LLC A HTRI,OTURAL DRAINAGE DRAF'nNG OVERLOT GRADING OBSERVATION / Site ObservatioaDate:-IS/ 3 Advanced Engineering, LLC Project Number. f 1 OZ- O 4_�_ Site Observation by: _ Client Name: LuX.J 9:4 L�o,.ae s et nb. Co. Site Address: 9-+OS s—ux Skogf- L-p.+ _ . SheLegal: [ter now/ host* Site Plan and/or Grading Plan b)r 1;k"AL-'0Z. - 009 c 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: The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan. The elevations as measured are ingeneral 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. EL Daring 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). X 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: © -sop oa ra A .4, I SWA-4. 4eAA EG b 3' "Sr- Of flEep62.rY t,14& To ,cu,aa" P^r = MIC017-41% Limitations: It is our opinion the above referenced site, as goaded on the observation date, should not interferewith offsite flows unless the grades are changed or barriers are created such as fences, garden terracing, sidewalks, and/or any lsadwBPMg which may change the established flow patterns by diverting or slowing runoff Backfill adjacent to the residence may settle over time, this settlement may allow pondingto occur adjacent to the foundation walls. To prevent this pondingandrelatodproblems, the back811 adjacent to the residence must be monitored and maintained to ensure that ronoffwill flow away from the foundation. m on the above referenced site plan and/orgradingpmu.Other Is report or by other construction documents are beyond the Celephone 970-278-1909 Fax 970-278-1910 J S,3-j" AS-5UILT" OVE LOTGRADING 05SERVATION6 LOT 102 SWIFT ADDITION TO FOSSIL LAKE P.UD. 8l5 1'�1'��'7T7JJ 81.9 + O� t093 HP : paacN .. 88b 88.4 _y + w.w. 88.1 88.9 W.W. \ WJW + 88.1 .lO.a}� 88.9 865 88.6 882 TF. = 892 \ W.W. \ W.9 ` 86.1 4 815 85.1 s-Is 882 DRIVE DOOR \ ® 815 •a 855✓ all `ORIV£ LEGEND: 863 858 . T.OF.. TOP OF FOUNDATION W.W. • TOP OF WINDOW WELL xpdJ `fr B.O.W. • BACK OF SIDEWALK O 5.0-CAC. a BACK OF CURB 4 GUTTER T.531-1 - TEMPORARY BENCHMARK I TB19. i - 86.0 HP. • HIGH POINT OF SWALE (B.O.W.) rjW/ ©e SEE ADVANCED LETTER 1111-02406E DATED 5-15-13 pnDaacRxmD>se: 1111-02-06E A D VA N C E D Luxury Domes of N. CO 5/16/13 3108 Sandy Shore Dr, Ft. Colltn6, Colorado G SCAM1 0 ENGINEERIN, LLC STRUCTURAL DRAINAGE DRAFTING GPN 146 9MCEwRY Puce. LOVZL D. CD�C 80537 TaL�NaNE 970-278-1909 4M '• i Lqllk'1��