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HomeMy WebLinkAboutLot Certifications - 11/13/200811/12/2008 11:46 9702781910 ADVANCED ENGINEERING PAGE 01/03 If, 2MMM 0 6 Lac 3105 Sumac Street Fort Collins, Colorado 805U j� Pie (970)§ ax: -9774 F(970) 4"4009 I� 13, 0 hernutlram l.com 0VERL01 GRADING OB ERV MN DATE: CLIENT: pE iu�.l MEM JOB q: yp�,� LEGAL: Lerr31, Lt1wAnr AJ&.Jur- JSJMe!_Si_ INSP. BY: ADDRESS: _ J I pL Wooers LA JN L.K, �A&.rr SITE/GRADING PLAN: ¢ Jr0- 2-J-olo We have measured relative elevations at the above mentioned location. The observed elevations were compared to the Grading Plan rekrenced above. During our observations our representative measured the relative elevations at the lot sides and corners, top of foundation, arid lowest openings. Based upon our findings it is our opinion: ❑ The elevations as measured are in general conformance with the above noted Grading Plan_ ❑ The elevations as measured are in general conformance with the above noted Grading Plan with the following exceptions: It is our opinion these exceptions, noted above, should not adversely change the grading scheme as shown on the above referenced plan. AL During our observations our representative noted that the as measured elevations do not conform to those indicated on the above referenced grading plan. However, it is our opinion the grades as measured should provide an adequate substitute to the above referenced grading scheme. A*sf- SE,i 0M*z C'b"r'r'tM 30C.0a. lL See the attached "As -Built" grading plan. ❑ The elevations measured are not in conformance to the above referenced grading plan. Deficiencies include: Othcr comments and/or observations: oou�iapin It islon that the subject lot, as graded on the above data, should not interfere with offsite flows unless the grades are changed or barriers arc created such as fences, garden terracing, sidewalks, and/or any landscaping which may change the established flow patterns by diverting or slowing runoff flow. Aacld;ll adjacent to the residence may settle over time and allow punding to occur around the foundation walls. The backfil I adjacent to the residence must be monitored and maintained to ensure that runoff will flow away from the foundation. The grades measured were compared onlyto therequirements shown on the above referenced grading plan. other minimum grading requirements which may be specified in the soils report or by other construction documents are beyond the scope of this report. Reviewed by: Advanced Engineering, LLC Jason E. Baker, P.E. P�1n�lYs �d 11/12/2008 11:46 9702781910 ADVANCED ENGINEERING PAGE 02/03 6L4 RER M x 39.1c x 02 BERM 58.4 58,2 57,3 x 58.4 56.8 LEGEND, T.❑•F. = T❑P ❑F FOUNDATION W.W = WINDOW WELL B.O.W. = BACK OF WALK T.H.M,-1 = TEMPORARY BENCH MARK I © = SEE MEM LETTER, Y❑UJ-01-OIA DATED 11/11/08 NOTE. THIS INFORMATION IS RASED ON THE SURVEY PERFMMED UN 11-9-09 SITE PLAN AND ORADIND INFORMATION WAS PROVIDED BY CLIENT. x EQ 59.4 BERM 1 59.5 x x597t"a" 59,2., .;; tik. y 59.4 ,y 59.1 �9'S W'w' SHOP T O.F. 59.6 592 W.V. f 59.5 59.7 58.7 58.9 55.0 59.7 �58,9 x 59.2 Y i9.5 - W.W, 59.6 v 3 913 1 57.5 T.O.F. = 60.0 DRIVE e 1102 WOODS LANDING DRIVE DOOR 58.4 6��.. 56,2 M1 5941.43 al 58,1 m 55,3 TBM-1 53.8 (B.O. W.) 'AS -BUILT` OVERLOT GRADING OBSERVATIONS DATE: 11-10-08 MEM CONSULTING, LLC JOE YOUNG LOT 31, LEMAY AVENUE ESTATES SCALE: 1'=30' $105 SUMAC STREET FORT COLLINS, CO JOB # YOUJ-01-DIA FORT COLINS, CO 80526 DRAFTED BY: CPH (% (970) 988-9774 11/12/2008 11:46 9702781910 ADVANCED ENGINEERING PAGE 03/03 GRADING PLAN BY NORTHERN ENGINEERING SERVICES PROJECTi 110-004 DATED, 2-1-06