Loading...
HomeMy WebLinkAboutLot Certifications - 09/04/1997 (2)Sep. 2 '97 9:14 FAX P. 1 September 2,1997 Project No: 1207-37-97 Basil Hamdan City of Port Collins Storm Water Utility P.O. Box 580 Ft. Collins, Colorado $0522 Be: Lat 76, Huntington Hills Filing No. 5 600 St. Michaels Drive; Fort Collins, Colorado . Dear Basit, This letter serves as final certification of the lowest building opening elevation, swale certification and comer lot certification for the above referenced address according to the requnements of the Stormwater Utility in the Stormwater Build - Permit Notice for this address. dated 05/01197. All final grading, including the swales along the sideyards of the midence, and rear lot grading, are functioning properly and meet the intent of the original subdivision grading and drainage de9Zfn according to the Final Utility Plans far Huntington Hills Filing No. 5 by JR Enginearing, L. ; JR Project No: 9018.05. The lowest building opening elevation is 4953.30 at the basement windows on the Fast side of the residence. Attached are the record field shots obtained for the sitc. Also attached is a copy of that portion of the Grading, Drainage and Erosion Control Plan from the subdivision utility plans, of which this she is a part. This is for reference only. If you have any questions, please call at 226-5334. sincere Brian W. Shear, P.E. Shear Engineering Corporation BWSImb attachments cc: Bonnetna Construction 4836 S. College, Su1te 12 Ft. C.ollim, CO 80525 (970) 2265334 FAX (970) 282-0311 Sep. 2 197 9:15 FAX P. 2 dh RONNEMR PD = 97MI • Fort Collins. co 80 '27 CONSTRUCTION 5'1.1 . 51, a X 55.1 �ar4 �V 5 :avt r#o 0 5a. 3 Sep. 2 '97 9.15 FAX P. 3 • , % C • ` 0.20 rrr % P t0 r. w % V� i � J1 o o 2.13 0.2o N57'08'34E ,. ' ---"'63,.Q0'-' _ — —�—� Y ^ — — — — — - -PA , RCEL. `•'` 18"W o N 67'37' 38"E 49.7 TOF=47-9 i TOFwGO.8, TOF=58.3 i TOF=55.8 TOF=53.3 1 TOF-50.7 . A 73 r AA : QQ ,Q d. ,� 78 �' 77 76 75 74' 43 59 20E v +00 \ 418.11 00 _ 6 4 0 / v� 4• ' 4J 71 ss 66 3 67.. 7 �: •' ' TOF=55.1 TOF=5, 8TOF=49.9 - - TOF=60.4 'TOF=57.8 Ntv 51.3 48.7 \1�. :4 X ' 0 :7 September 2, 1997 Project No: 1207-37-97 Basil Hamdan City of Fort Collins Storm Water Utility P.O. Box 580 Ft. Collins, Colorado 80522 Re: Lot 76, LHuntington Hills Filing No. 5 �V �c{ p•7' 600 St. Michaels Drive; Fort Collins, Color o J Dear Basil, This letter serves as final certification of the lowest building opening elevation, swale certification and corner lot certification for the above referenced address according to the requirements of the Stormwater Utility in the Stormwater Building Permit Notice for this address, dated 05/01/97. All final grading, including the swales along the sideyards of the residence, and rear lot grading, are functioning properly and meet the intent of the original subdivision grading and drainage design according to the Final Utility Plans for Huntington Hills Filing No. 5 by JR Engineering, Ltd.; JR Project No: 9018.05. The lowest building opening elevation is 4953.30 at the basement windows on the East side of the residence. Attached are the record field shots obtained for the site. Also attached is a copy of that portion of the Grading, Drainage and Erosion Control Plan from the subdivision utility plans, of which this site is a part. This is for reference only. If you have any questions, please call at 226-5334. Sincerely Brian W. Shear, P.E. Shear Engineering Corporation BWS / mb attachments cc: Bonnema Construction 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 FAX (970) 282.0311 BONNEMR CONSTRUCTION P.O. Box 270921 Fort Collins, CO 80527 51, 50.3 �G�-J' <OLLI�S� t�1-v�2Ano \ ♦ %% c ♦ ♦ 0 20 ` �-- ♦� / ♦, % / ko _-�- J1 ���`' o "W 2.13 0.20 N57'08'34"E '6 3,00y --- — ------ -----=—PARCEL 18 W c"E � N67'37'38 �� % .3 7.1 O� ` ra 40 7 TOF=47.9 \ c I „ TOF=60.8 TOF=58.3 { TOF=55.8 y TOF=53.3 ' TOF=50.7 OA 3� I ! 78 777 75 � 'I 43 / 50.3it7. x�0 p i59 2"E — +00 \ 418.1•1 00 6 0 44.1 05 t 12' TYfPE / 55.3 y \ 50.0 52/. . .7 ....\ \. 47.5 r \ L 66 68 6ti9 70 ` TOF=48.0. ` 67. 3 .. .. 7 TOF=55.1 TOF=52 9�- TOF=49.9 TOF=60.4 I .'TOF=57.8 1 ! \ \ O \ 51. 48.7 \ \. 47.2 / r � X / ----- -- f--- -- — ---=-- yy 47., \ '4, StiS. 5'25' 2.1 51.\ 6 v ( _ 1 I. X. ' t 1 d I \ is k}`1l�'` •s, f"' 1 4 l �--,.� A ' e t e. 49 3 \ _ _. ..,; �. ,f _:�i. �`�. .' �� ... ?..., ���': ;t .~_-..Oil - - .'. : :•: i., �,. ..� "�-u. �'� �'�