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HomeMy WebLinkAboutLot Certifications - 07/15/1999 (2)STEWART&ASSOCATES Consulting Engineers and Surveyors July 12, 1999 Mr. Jay Barber Stormwater Utilities City of Fort Collins P.O. Box 580 Fort Collins, CO 80522-0580 Dear Jay, RE: 2507 McKeag Court - Lot 28 Fox Creek First Filing We have surveyed the "As Built" elevations of the lot grading, floors, lowest openings and the adjoining detention pond. All of the grades are in compliance with the approved grading plan. The lower level has a walk -out onto a sunken patio which is surrounded by a retaining wall with a lowest opening elevation that is 1.7 feet above the detention pond high water surface elevation. The attached plan of Lot 28 shows the "As Built" grades. Also attached is a copy of the approved grading plan. Please call if you have any questions. Sincerely, s y Phillip I. R binson, P.E. & L.S.�y 50 G PIR/meh 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 %A\5 z- - �J Lu ULL C� �4 O V k� ztu 0 QV W !-N r J � o� o '���,� 0�6 V n r to 0 A 0 N u t 44 Ywlelis "IpFOK tf1 toeFIK+a O, .l L uuw�Iliroitwts — r b. )III um.giw., e It ww,wl, — ` 5 z4 ' 1nfwmn PI 11 _MNIII OPIUM"_ / mr,q mO / I Lf;LTC01MENT uC lZe A� & NOR M SfGE 60P OTCNa AI g DI Ov OVTL ETf. J/GRAVEL FILTERS AT 4 TCN 64SIN5. \ h y TLMv CROP OF I N OJWE RYCrvSeSS SD TJ AC IIFr 1 ONC MOLCNCD 111N Os[W TIoT PND THE REHF' HLLNE L4TJ9PRY )3 f I /S LP(e STPM EA{.0 FILYCRT FlT [nldy OF CV'LE n qj Y[ L/>NC`. _ LHE44 � ECV'�dhlT TO CCeAY�R MVD TRn[Y5O GNTO'^�V S1kee1JqOO. "TI�� `♦ iw \ ` _� '' ' ♦ 4110. Allb P. ♦ 4116 4I%F :i) ♦♦ �411110♦ A5 1 I yaS C Ilk �y.5 oc I9 �, M ' ��0 / SI C)b / E. ' n/ / Ito I , ` a 1/ ___—_— ___----_—_ FP z°.e y m � as5 I l eI4 3 qU / ISIS 444 s 'r 1 13 AG.t / / OIro E%01T IO"n<P 1 I III ARCH.-53GpG at`� O , OF,,, MW �werce cF .R.e- o /'—�— aTN(yI R[LUJL: SBc{5 I N a if O07.5 ol" - Tops Of.5f5n1iv I Topsee+.� mFs - 49 / 4 I IIII RS•hy / /� cs:lYn ,\ 11 VI Flow Out _ [OT. Ni. swounall sumut III I. Owl w [W� / nOutt mill ,f5 0❑" 1 /a•5 p.5 OVA i SD-19R I 1 i+ lt/ q.: LJt .1s / y✓ pRA Kr_ ,FD _93 A4o:w. Je1 a9• I�/`1���\/I VAN 1w:[e' FLOW00 5p SCALE: /"=S'O a ,. 0.,1 ..o1e ONE wwwl [ m I.CO ,i m [r V VOLY- m,,mmv INN n 442:1— I O,w..N„w w Qr "O ,,,,,ulm' w.IWs rM 3 .�'\\(/ ` I . •J m,lp Iwlo rl I[[AM�xl1_wl Ann mUQUIP NR,�,h t 3� m mm . FOX RUN COURT / j, _ . 9. N�Ill II ult I I{f112 j ..L c 1w 40 % FI FF FF Al E A, a ,¢rn n ow,u ua nu 41S4 I S "(th.ri I I i '�' I i0 ITMOM IEUTUI M® 'gym Ietmwn, D UWIUB_ ToTMMIN Flo ;I O e NOTE SEE SHEET 14oF)6 FOR PNgSE ONE 3 1 69Fl0IN61 EROSION CONTROL AND h 1 rEMVORAR✓ DRAM 7WALE TO RONO DI 1400 lo N A ` Ax — -- — 1✓a �A / 4.IV/{ ©/ Py%Fieel b/ fF�mS �m> eX 2'TYPCK f4M I TON Lf. / .lww wnl // / V[FRUM, APIs (NF.% i TYP;CAL UNDER DVAIN j O CTIOW D-D I CWISIVCG IFI �nr^J /I DCGIfN Ow i¢I).S ctf i 1 Vw: 11:E[ / / \I 1 Drainage Table 1 Il SB Area 0100.... 1 4.n a< zo ate ].o a. ♦ 0.42 0.8 2.9 s oss o.a zA S3 ] 1.20 is 4.9 313 e P.52 1.5 Iz9 10 o.es Is z 11 "i.3a 20 ao 3 O.AO 0. 21 1{ aB 22 15 1 .A 1..B rOm 18 O .22 0.3 1. 1] 0_5B me 2 5 _ 18 1.00.W .2 1B 0.] 29 LE D vn j[yJyflFw\ilgv � / COyyN TOINf PA'IM HMRdo4Y Q OIG/jl gcwN CaH'LPRI SfRIICNi£ 6M FMH MONO --- %I.ts ncwIlm IplprF P"Ir LaATlon �w o S •4 11 1 LuraT 1Z OF 16