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HomeMy WebLinkAboutSite Certifications - 12/05/1996 (7)STEWART&ASSOCIATES Consulting Engineers and Surveyors November 27, 1996 /' _ D, S Mr. Basil Harridan Storm Water Utility City of Fort Collins �j�✓ P.O. Box 580 Fort Collins, CO 80522 Dear Basil, re: Fox Creek P-U.D. First Filing: Onsite drain swales and six residential certifications on 2625 Moore Lane and 2501, 2513, 2607 2713,and 2719 McKeag. We have surveyed the drainage swales in the open area tracts along the rear of lots. The grading and landscaping has been completed within these tracts. The attached map shows these tracts colored green. The trees are planted, the sprinkler system is installed and the grass is established. Also the under -drain pipe in a gravel bed has been installed. The grading and installation of the swales complies with the approved plan and these green area swales are not disturbed by construction on the lots. Also shown on the attached map are the surveyed lot comer elevations, lowest opening elevations and floor elevations for the following residential sites. 2625 Moore Lane - Lot 7 Fox Creek First Filing. The lot grading complies with the approved plan and the lowest opening elevation is more than 1 foot above the 100 year high water elevation in the adjoining swales. 2501 McKeag Court - Lot 29 Fox Creek First Filing. The lot grading complies with the approved plan and the lowest opening is more than 1 foot above the 100 year high water elevation. 2513 McKeag Court - Lot 27 Fox Creek First Filing. The lot grading complies with the approved plan and the lowest opening is more than 1 foot above the adjacent detention pond 100 year high water elevation. 2607 McKeag Drive - Lot 24 Fox Creek First Filing. The lot grading complies with the approved plan and the lowest opening is more than 1 foot above the adjacent detention pond 100 year high water elevation. 2713 McKeag Drive - Lot 18 Fox Creek First Filing. The lot grading complies with the approved plan and the lowest opening is more than 1 foot above the adjacent detention pond 100 year high water elevation. James H. Stewart and Associates, Inc. 103 S. Meldrum Street P.O. Box 429 Ft. Collins, CO 80522 970/482-9331 Fax 970/482-9382 2719 McKeag Drive - Lot 17 Fox Creek First Filing. The lot grading complies with the approved plan and the lowest opening is more than 1 foot above the adjacent detention pond 100 year high water elevation. Please call if you have questions about these certifications. Sincerely, Phillip I. Robinson P.E. & L. S. * 4502 ffe v �✓ - 14 M5 I A. �.I*+ 2/8 PFA a 1 a/ 11 ILr Is Two tt 0/ SF7r I5 pl ov5pp avrl Frs. L S/LT R,l - S Temn Ztzlo OF \ YF .o II '+Iw \illy o E. rH.a y F'nr•:r3 ✓ _` �. I ` \ ♦� v 1 2Lf IC %0,7 ti / / ___-- 1% FF Zoo AL�� A / � g v e.65 zo O I _ ►5i 'Ir.e if / ix T tit'° s ., t 9 IG Is /G r.9Z ~� T ,{ham c q-R 11 /EL. 5/ As z n m J0 IN\ /1 I/ / 5b \ a Sao \ I III AR4Ar�53Gp3�� - 53LB VOV`AL FApv- 1CF ae3ce Is Eq RfIUJ[: SB a{5 Ipan n 4I 11 I POND OI ` \ a& SCE L3l �. \ GM I„" 97A.' j R nETPnS O 4l✓ OLS/i5ml. Y / }°v •e,w- Ors IIII eo s, ` IIII �,,a�r LA - .. ' i Y 5 a All ••.��/ A i li- 1 9 I i a I II j I / I I I / T pl LOU, I�Ur AIAA At W At 1. 1 d .11 i�u a OvAr It ,R5 C M LS 0 i \ ._.../ }Fa.,,,CSWK / ORnveLTo svRFr.ce l zLc 1 / t4YM- I/Ix6 6 I4[flMr®/ Arpe ALP Yy�I CAL VNDE2 DyLAIN (wwucc F!°w tonrtrlj 3 ISLLyS°�' �r Por3a ! 0`.�1.3 IIxnt.mw ra aw N reuvoe.R/ ;G.u.. .SCALE : 11=50 rti STAMPSFO.r ml rrA n All III UIIIIA • a.�..vwl• ArMn III MAAAU I., y; wml• Y bM3 31• t% S19 lwln r lcl Inl 1 (; -uri I .. O 1-4- A,w4 • 6 r FAA, AS LOW nl.. 2 O 4q muk'i.q�IAAI, ILL Up Hall c W �INICTURES INUALL10 It 8 FAMAIM 81 'a • ° L,CITY . Fin .°LI s 4Vvi.ue• a � N07Et SFE SHEET 14-ox J4 FOR PHASE ONE 6R<»,Vp „ONTROLPND TEMVOR,ws/ ?RAfN WALF TO POND e gnading and Ion dsea vI as been cOMO //n } rent colored yre8n. m h es s Inn d, e s r�nkler s sfeM 3 /nr Il dr the q s !s es>a bhshed. }'nlev, Me vnd erder !n e r/h t 9ravel be��d hat been mryhrAIII The rC�l� sho✓n 3r ,• "A elf eK%ns%ed ive*foP th 2� yra✓s/ bed, su r✓07E 1 ALL ELE ✓AT( S,40WN IN REP WERE SURVEYED N0✓. Zs/ l9vr Ixt/9c Is d of tb,e / I % i iDrainage Table SB Nea 02 0100 73 ec z0ch 7.0 cle 2 O71 0.9 3.1 3 5M 1.8 &➢ 0 0.82 0.9 Z7 5 0.55 0.9 24 8 1.40 1.5 5.3 7 1.20 1.4 4.9 8 0J5 1.0 13 B 2 M 4.5 128 10 U." 1.2 8 1t 1.38 20 so 12 1.52 is 8.0 13 0.0 Q] z1 14 659 O.B 2.9 15 1.44 1.8 5.9 nrin 18 0.22 0.3 1.0 /1 ON 0.8 2.5 - IS 0.88 12 '-42 1B L00 0.7 _ 23 I.�GEN D (/-may.. 1n Jf$MIGICe11Gf1 V-' �H I.FA Gta E� N51M HT°RCLe4T [{j X01P1 ORNH 1r1mo fYnY S}RIIGNI� e32F1 MH MH4 �:•�MorlP uryoM ' C IIH4iT pRPIH CD41tl°l, At o 3 C o C g � 5 a z _a