Loading...
HomeMy WebLinkAboutLot Certifications - 08/13/2012 (10)4> ADVANCED ENGINEERING, LLC Dq?j STRUCTURAL DRAINAGE DRAFTING OVERLOT GRADING OBSERVATION Site Observation.Date: -43 ! ) Z Advanced Engineering, LLC Project Number. W- O 2 -O 3 Site Observation by: -- Client Name: vF O • Site Address: IL Li CoLoK.40o Site Legal:( -or - S ,G L1oD, non -ro 4,*ss,L_ r�+•� //OYr/F Site Plan and/or Gr dmg Plan by ,t t, Ra., /SY !�/ a "� F-^iGL. Svcs oz -009, "" + ' '� S,-rrz f�.a-, lS•t ACV4,4bo rG CnI„14�E A,14 �l�a/-OLo3 t� i lls✓ 3/TA/,z 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 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. JR( DmIn g our observations our representative notedthat 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). K 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: fl _ oP G,,,,,.I u.l='o.S'Go.JE2 r3.loni Ie.,D,t/s n1 Ro+!• C f O, ' ✓ Q1� a J Ar * . Z' 1414 1N91onl 4� E.F d. o 1*VzP ® c!r nar Ro PG+�T `i La.r2 Mcn/E� x Z'IJEir ry •�•• `-op�sT� cxIST r,f1•�l„J4 I 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 backfill adjacent to the residence must be monitored and maintained to ensure that rrmoffw,ll flow away from the foundation. The grades measured were compared only to the req ' on the above referenced site plan and/orgradingplan. Other minimum grading requirements which may be S ort or by other construction documents are beyond the scope of this report. P . • • 'E •' • . • %� Reviewed by: Jason E. Baker, P.E. N •8 q : 33739 p�•• �-3-[Z .�cv Vll�`SSlnnIAI EN�� 146 Barberry Place, Loveland, Colorado Slephone 970-278-1909 Fax 970-278-1910 0%03 IIA6-5UlLT" OVERLOT GRAID INCH 085ERVA 'ION5 LOT 98 SWIFT ADDITION TO FOSSIL LAKE F D. 83� 825 513 CONCRETE �( 82. FENCE POST Y /BLOCK 52.5 RETAINING WALL 8 % 85.1 — — x H 4 L5J 942 850 S6D W.W. 842 L�Z 85B 86.6 W Ul: I ' i 865 865 x 85.4 84.9. WlU. 86.9 Sao TF 15.5 I i T.OFF. = 89.-I W.W. 8"T.6 Gal a 81.5 i 85.9 DRIVE Cp 4' 0 DOOR 88.1 I 863© 81.1 8lB 1 -4 C •, 812 86.1 a 1 GONG. TSM. i a .'DRIVE (B.00.) LEGEND: 85B SE TOFF. R TOP OF FINISHED FLOOR (B'O.W.) TF a TOP OF FOUNDATION T.O.W. - TOP OF WALL W.W. = TOP OF WINDOW WELL B.O.W. = BACK OF SIDEWALK GREEN SPRINGS DRIvE B.O.C.4G. - BACK OF CURB 4 GUTTER TJ5 1: I e TEMPORARY BENCHMARK I H.P. • HIGH POINT OF SWALE �X E SEE ADVANCED LETTER I11I-02-03G DATED 1/31/12 PROIEL•P NIIIfBER I111-02-03G A D VAN C E D Luxury NOmes of N. CO DA= 8/1/12 3108 Green Spring Dr. Ft. Collins, Colorado EI' aa'E20 ENGINEERING, LLC STRUCTURAL DRAINAGE DRAFTING CPH 146 BARBERRY PLACE. LCV LAND, COLORADO 80937 I or i TELEPHONE 970-2713-1909 No Text