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HomeMy WebLinkAboutSite Certifications - 09/05/2003Q August 29, 2003 Project No: 1555-02-00 Jay Barber City of Fort Collins Stormwater Utility P.O. Box 580 Ft. Collins, Colorado 80522 Re: Lots 36-39, Pinnacle Townhomes P.D.P.; Fort Collins, Colorado 1645 Robertson Street Dear Jay, 1 This letter serves as final certification for the above referenced address according to the requirements of the Stormwater Utility in the Stormwater Building Permit Notice for this address dated 02/26/2003 and the requirements of the development agreement as they relate to flood protection. Certifications include the items noted -on the Stormwater Building Permit Notice and are as follows: • Grading certification • Swale certification • Finished floor elevation certification • Property lot corner elevation certification • Lowest building opening elevation certification We have visited the site and find that all final grading is complete, functions properly and meets the intent of the original subdivision grading and drainage design according to the Final Utility Plans prepared by Shear Engineering Corporation for Pinnacle Townhomes P.D.P.; Shear Engineering Corporation Project No. 1555-02-00; City of Fort Collins Director of Engineering approval date September 4, 2002. A site specific grading plan was not prepared by Shear Engineering Corporation. The 100-year water surface elevation for this address is 4953.75 as shown on the table of the "Base Flood Elevation vs. Minimum Opening Elevation" provided on Sheet 17 of 28 of the approved Final Utility Plans for Pinnacle Townhomes P.D.P. For a full basement unit at Pinnacle Townhomes P.D.P, the minimum allowable opening elevation for basement windows may be at the same elevation as the 100-year floodwater surface elevation according to detail F 1-2 also provided on Sheet 17 of 28 of the approved Final Utility Plans for Pinnacle Townhomes P.D.P. The actual lowest opening elevation for this address is 4954.17 based on actual field data. This is 0.42 feet above the 100-year water surface elevation. Attached is a copy of Sheet 17 of 28 of the approved Final Utility Plans for Pinnacle Townhomes P.D.P. Also attached is a copy of the Master Grading Plan (Sheet 19 of 28) for Pinnacle Townhomes P.D.P. Field shots were obtained by Shear Engineering Corporation and are noted on the Master Grading Plan. 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 Fax (970) 282-0311 www.shearengineering.com 9�d103 PAGE 2 August 29, 2003 Project No: 1555-02-00 Re: Lots 36-39, Pinnacle 1645 Robertson Street If you have any Sincerely, Brian W'Shear, P.1 Shear Engineering BWS / rdw attachments Townhomes P.D.P.; Fort Collins, Colorado �stions, please call at (970) 226-5334. cc: Russ Wells, Anchor Development Corporation Marcia Hilmes-Robinson; City of Fort Collins Floodplain Administrator s,,. .<AA TRACT AO Z J J Z 11 O J Sao 0 z Z 7 LL N } H � A EM1 M nw b Veo.n) ma se:+ 53 4957 4956 / ADD-L. 4' S R EASEM T 4 I I I E� EM /• SEWER �. I I I I BEM{ / SEWER I E%. 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Colmedo UMXN PIAN APPROVAL evPlloAm� �� GI[CIfED m: . d LIatRTD m._ war aacxm m war cxECllm rtwar aiG m n /I YdG-Mz 1✓ Y•.w1�bYD4iMOrY y.s.r.r eYY rw Niue • Y"Srr iYaFrl::Ir wr.YiYlr. r r.ei� 14wreY 1MeY �.i�1. b..1: w rrrrilgti.�el�aerAw- ..aleY b Y C4 a M fi r.IM�I �In. !ey rai Teel rYer OVERALL MASCER GRADING PLAN ^r+1m -M.Arm a. arch w. . : PINNACLE TOWNHOMES P.D.P. 1556-0E-00 17 rL8 FORT COLLINS, COLORADO w IrA-5a E 8I rh 5sa " TRACT F AFAT . v.w•• Ya k9 r u� 4 A A n n sh1 ' rn > 10375 r A vx• B.F.E.=4951.4 Pn \:\ a.ss s..so sass �o. ` r1RNATE DRIVE xis• ,n-u„ h° PR TE DRIVE ,A--5z" •, `^^ '°r TRACT E K.TRA .A-s.xi CT H _ — tw' K rNr n•un A95 - oC 4g A _, rA. r h-vm ssxx 488 rA-rA w (rt vw) (rt xiIR tt-sa.w R 36 •, rnM1:°;x. C t9N Saw Z Tox' v.n n.m; � � 53 e x xixiB a : xi 52 -~ g R50 � 5� Iwo � 4958 38 - ea°.Sex 4954 LL Z ? 7 O 4957 ;; x.w °B 51 4956 " 0 39 5 FA -S m, 4952 ~ 49 FA 51." - ro sz V ae. rh sl.n IX. 20' SEWER EASEMENT n• /... `n•xiP !A 0 SA Qw9R0 51A (T.oA.".m) \. Tex' vo• ,c_ h-u 4955 EX. 20',<WER EASEMENT-.,/ / ADD-L. 4' SEW R EASEM T / FA $1.n - ��— Ap6'L. 6' SEWER EASEMEM 0.°' STO D 52 / I ,-I F.Utlx.lJlx rA 9y- _ E / E 2 sEW / / / /70xi C xit5 rn ma - _ rn xis+ _ i a95� ✓o`J� i FA 071 2-24' s Iw-m a:MI°emc 5 R RAILMENT GRAPHIC SCALE O i' A m s I° m w I ? q 100—YR W EL=4950:5 I I 5 g \ \ 1.yn °e a 8d ICSS F. M Sh °« N� �( I CORRECTED EFFECTIVE \ .a• x a Atw ww*,' xs cxcR¢xc. o nr�tw-wv w I I HALF —FOOT FLOODWAY YENi cmCTIi Mix = R 9154 WM q Iro M1F IF I I \ FA as". 1l\ ��- p�w.iY aria s rA xs Ts rh 4949.36 . ue LQ 77 City of Part Collins. Colorado 495 n Lu I 9`To UTRI Y FUN APPROVAL i).Q'1V��'d�)n:.r-- — - 11200 co CREE B. F. E. =4954. 11 NDIM h SPRING cxmxme-f6�� A�y.�9,i Q, }8 / � 1Ym Yw Y�wWlxrb LLxtl MlYbr 1. TOP OF BANK 9Y a eRb t• �w�s> ��� s }O'Jy — aRR„�ablw.r Sre u.sm b N,,. 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