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Home My WebLink AboutLot Certifications - 11/14/2012 (3)RECEYED DEC 20Z012 ! ADVANCED ENGINEERING, LLC STRUCTURAL DRAMA= DRAMN8 OVER LOT GRADING OBSERVATION Site Observation.Date: O /Z Advanced Engineering, LLC Project Number 1— O — o Site Observation by: Client Name: G .+x.+tY Hot-y&—s of 9TV& W oc opss 0� Site Address: --ZII Fio�srtEJL �d2� t v� Site Legal: 1-*- LrEr- .j 6,.tvE 6sT4,TG_s Site Plan and/or Gmding Plan b : _ nlbc+! Erl G„L l l O— 004 t�4 � Z /in C— . rpelµ„ 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 in general conformance with the above noted Site Plan and/or Gaadmg 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. Jkt During our observations our representative noted ilig 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.Buile, grading phm. The elevations 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 offsite flows unless the grades are changed or barriers are created such as fences, garden terracing, sidewalks, and/or any landscaping which may obange the established flow patterns by diverting or slowing runoff flow. Backfill adjacent to the residence may settle over time, this settlementmayallow pondingiooccur adjacenttothefoundationwalls. To prevent this ponding and related problems, the backfill adjacent to the residence must be monitored and maintained to ensure thatronoffwill flow away from the formdatioa The Wades measured were compared only to the ems shown on the above referenced siteplanarid/orgradingplan.Other �ntmrrf Wading requirements which may CA report or by other construction documents are beyond the scope Q.P. •. S Reviewed by. Jason E. Baker, P.E. E. u��pP1 146 Barberry Place, Loveland, ColorMV'Sf1 Telephone 970-278-1909 Fax 970-278-1910 10� f is .,,,yoe ou 1 • ti LO ` o ' , Lk , 19 � F9 Z9 \. !9 09 ° 6� s�(� \ ....r... •. ........ ...� .. ... �.. . . .ti . .." . .. •� M �� .,elm .. - _ • r, dMw �� elm ...!J;[It. T._s.... n._`...-,...._�'L,.L..-..'tee.. _.•..r.....'-..�.,a Jh�Si.-.........�...._..---........ SAS-BUILTI OVERLOT GRADING OBSERVATIONS 1211 HOUSMER TBM-1 PARK DRIVE ✓ NORTH 543 51.1 CB OlUJ CB.O.WJ s, LEGEND: 55.0 " TF-• TOP OF FOUNDATION WIM a TOP OF WINDOW WELL / 523 B.OlU. a BACK OF SIDEWALK T.BM: 1 a TEMPORARY BENCHMARK 1 H.P. • HIGH POINT OF SWALE ••" `�:';, 563 ®• SEE ADVANCED LETTER r 532 1111-01-03E DATED 19VSA2 56.1 51.9 58.0 5915l5 543 ww. 58.655.0 tOOR x602+ . 553 595:. .. ... x X. x x5" 5 9 . 5IJA .588 Ile H 562 C 63S � � 58b ® FE�Ie•6D ' L.�DSesIP�D. I•Iremccrl nvimss, . �m, A D VA N C E D Luxury Homes of N. CO Lot 6, Lemay.Averwe Estates, Ft. Collins, CO i' a 39)' ENGINEERING, LLC STRUCTURAL DRAINAGE DRAFTING NOS, 146 ELMU pY Puce, LOV ND. 130 O DO 80537 1 1 Tuen Z 970-278.1909 or ADVANCED ENGUINEERING, LLC 9TRUGTMAL DFWNAZE OVERLOT GRADING OBSERVATION Site Observation.Daw; /Z Advanced Engineering, LLC Project Number �- Qom( 03 F_ Site Observation b3r Client Name; L-,jxwvf Aa-'x--S of C.&� Site Address: -:?'ZII —my&- Site Legal: L o u L Erta � 6,.tvE ts-ra.r c s Site Plan and/or Grading Plan by Z 1 o c— �7,/O We have observed portions of the above referenced site. During our observations our representative measured the relative elevations at the lot sides and corneas, 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. o 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. X 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). X1 See the attached "As -Build grading plan. The elevations measured are not in conformance to the above referenced Site Plan and/or Grading Plan. Deficiencies include: 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. BacIfiII adjacent to the residence may settle over time, thissettlementmayallowpondingtooccuradjacenttothefrnmdationwalls. To prevent this ponding and related problems, the backfa adjacent to the residence must be monitored and maintained to ensure thatranoffwfll flow away from the foundation. The grades measured were compared only to the entsshown onthe above referenced site plan and/orgrading plum Other minimum grading requirements which may eA report or by other construction documents are beyond the scope of this report �{� .. • • • . , . /ST • ��N E. eq • .tt` Reviewed by: Jason E. Baker, P E. S NAI 146 Barberry Place, Loveland, Col Telephone 970-278-1909 Fax 970-278-1910 'AS -BUILT' OVERLOT GRADING OBSERVATIONS 12n HOU6MER NORTH TBM-1 52.9 PARK DRIVE ✓ 54.3 (B O 51.1 C5.01LU LECsEND: 55� TF.= TOP OF FOUNDATION W.W. = TOP OF WINDOW WELL 52 3 B.O.W. = BACK OF SIDEWALK / T.BM -I =TEMPORARY BENCHMARK 1 \ - ' H.P. = HICsH POINT OF SWALE • ' ' S63 ®= SEE ADVANCED LETTER 532 1111-01-03E DATED 10/9/12 56.1 51.9 , DOOR / \ ' 560 58� 591 515 543 613 WJW. w1u. r 8. \ rook / 58b TF. _ 60.1 ww. / 602 60b x ;. 595 • :. .. .., x x 585 H'P x594 —+ .588 59.9 C D -- 51 F6�1ceO O 550 553 D "40SCAP4-0 562 635 � 58b ® nlae0 L1wIC5c'.4Pf-D. ADVANCED Luxury �4ome5 of N. CO Lot 6, Lemay Avenue Estates, Ft. Collins, CO ENGINEERING, L L 0 STRUCTURAL DRAINAGE DRAFTING Gib 146 13 Rmz 1HY Puce. Lcv ND. COLOR 0 80537 T�HON[ 970-278.1909 No Text