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HomeMy WebLinkAboutLot Certifications - 11/05/2007 (5)11/05/2007 11:06 9702781910 ADVANCED ENGINEERING PAGE 01/03 If, NAMM COMMUZOrma, Lao 3105 $MAE Street Fore Collin& Colorado 8=6 Phone: (971A 9a&9774 Fax (97014 J84M hemithammed.00n. / OV RI QLGRADING OBSERVATION DATE: CLIENT: 2, see-r C4r4S•i-r-.,w,- nc�&, MEM JOB #: LEGAL : - oc t�Z 5 IL Z"A2 INSP. BY: Cz d+ o ADDRESS: SITE/GRADING PLAN: FLS DAtreo 4-30-O We have measurer; relative elevations at the above mentioned location. The observed elevations were compared to the Grading Plan referenced above. During our observations our representative measured the relative elevations atthe lot sides and comers, top of foundation, and lowest openings. B4sed upon our findings it is our opinion: O 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. i4 During our observations our represeno4ve 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. J'7.t,�se SrA. OT"&r '(o&v4b►irS ad sl .t J� See the attached "As-Bullt" grading plan. 0 no elevations measured are not in conformance to the above referenced grading plan. Deficiencies include: Other comments and/or observations: Unitations; It is our opinion that the subject lot, as graded on the above date, should not interfere with offsite flows unless the grades aro changed or barriers am created such as fences, garden temmcing, aldewalks, and/or eery landscaping which may change the established flow patterns by diverting or slowing runoff flow. Bad= adjacent to the residence may settle over time and allow ponding to occur around the foundation wells. The backfill adjacent to the residence must be monitored and maintained to ensue that runoff will flow away from the foundation. The grades measured were compared only to the requirements shown on the above referenced grading plan, Other minimum grading requirements which may be specified in the soils report or by Other construction docranents are beyond the scope of this report. Reviewed by: Advanced Engineering, LLC Jason E. Baker. P.E. 33739 11/05/2007 11:06 9702781910 ADVANCED ENGINEERING PAGE 02/03 o✓ Lcri- CA-w0 SCAPW 9112.8 09.5 08.7 08.4 08.2 09.0x 08,8 j08.W. II 0819 09. 10.0 09.9 oesol x -� ID i W.WlSLAB GARAGE Gtv+) 0.8 111.0 x =.: 10.4 ® <BRK) 11.2 11,0 W.W. 10.6 \30,7` LEGEND, T.O.F, e TOP OF FOUNDATI❑N W.W - WINDOW WELL B.O.W. = BACK OF WALK T,B,M.-1 = TEMPORARY BENCH MARK 1 ❑D PLEASE'REFER TO MEM LETTER BR❑N-01-02A / DATED 11-2-07 0TBM-1 7.9 07.3 <B,❑.W.) r: 5615 ` FALLING WATER DRIVE r •., a . 1to.z o.o © i 4.2 11.5 11.2 10,7 10.4 L.or 3 , © C.A,,DScM&o ;crn x� 09,2 07.6 (B.O,W.) NOTE. THIS IWWMTION IS BASED ON THE SURVEY PERFORMED ON I0-31-07. SITE PLAN AND GRADM INFORMATmN VAS PROVIDED BY OLLENT. "AS -BUILT" ❑VERL❑T GRADING ❑BSERVATI❑NS DATE, 11-2-07 MEM CONSULTING, LLC BR❑NSERT C❑NST, SCALEi1'=20' 3105 SUMAC STREET LOT 4, BLOCK 2, FOSSIL LAKE 2ND FORT COLLINS, CO JOB # BRON-01-04A /001- FORT COLLINS, CO 80526 --- DRAFTED BY: CPH � (970) 988-9774 11/05/2007 11:06 9702781910 ADVANCED ENGINEERING PAGE 03/03 rER jZ T2 •6nd 2650 2ZZ 046 OON 3NOHd SL