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HomeMy WebLinkAboutBROWN FARM HIGHLANDS PUD - Filed GC-GENERAL CORRESPONDENCE - 2003-07-31WHEELER Better REALTY 1Od Homeso and Uardens Wheeler Realty Company, 530 S. College Avenue, Fort Collins CO 80.521 Telephone (303) 484-6720 March 5, 1984 Mr. Philip Waite Engineering Department City of Ft. Collins 300 Laporte Ave. Ft. Collins,, CO 80521 Dear Phil, Please be advised that Wheeler Realty Company has no objection to the 1.6 to 2 C.F.S. drainage flow to be created through the proposed development of Bill McCaffrey's portion of Tract J, Fairbrooke P.U.D. It is our understanding that historic flow has been 260 C.F.S. and that his development will result in an increase not to exceed to of historic flow. Sincerley, William L.-✓Neal WIN:jb 1 1 MUM �p i ,,V1 161t' i ?:(J March 7, 1984 Bonnie Tripoli City of Fort Collins P, O, Box 580 Fort Collins, Colorado 80522 Re: Request for parking lot variance for Brown Farm Highlands P, U. D, Dear Bonnie, In the above referenced project, consisting of two four-plex townhouse apartment buildings, we have not provided the required 40' setback from the flowline to one of the parking areas. This situation results primarily from a desire to provide ample on site visitor parking (exceeding the City's recommendation of 1 space per four units in this case). The setback provided along curving Langshire Drive ranges from approximately 24' to 48' and is landscaped with a number of deciduous and coniferous trees as well as several smaller plantings. We respectfully request a variance to permit less than a 40 foot setback on the driveway entrance for this project. Sincerely, r r^ William J. Mdaffrey Khruary 1, Inkq ""r. Phil 'rlai tc C Av of Fort Collins P . r1. 1' n x "in furl (loll in,,, Colr)ra(lo ?n',7� hc: Crown Farm Highlands roar Mr. Naito: 'r, jr" rr'm1('rf inn a variance of the stormwater de.tentioH requirements for WWn KOM 51141 ands, located south of Somerville Drive and west r'i Lanrlshirr IlriVP (W— attach(d). Furrcntly, stnrmuat^r runs off from the site and into a drainage swale n I1n• ,outhr,rn gnrtion of the site, (later in the swale then passes 11hronnh Prop RCP nulverls under Langshire Drive, throunh a swale, and into 0` PlP,Sant VA IPY and lake Canal. This drainage swalc is girlof a uroposrd Win -Win drainaqe i urovumpnt and would ultimately (arry a 1' -real- flow of 01 cfs. Itis our opinion that it would be advantaneous to allow the developed runrff ("A c';, se'e AWAY) to flow undetained into he swale and W pace on downstrear :)-Fore LnF peak flow frow unstrea" reaches the site. lhr, Plcar.nl_ 1'allev and lake Canal has already anreed to this Proposal (""o '11 t.,ir-hr.-1` It lhoi— -ire any questions concerninu this request, please feel free to contact we at thisoffice, r,. prel y, 15chnol F. An-, K t-zchmpnts PARSONS & ASSOCIATES CONSULTING ENGINEERS December 22, 1983 Mr. John Michie President, Pleasant Valley & Lake Canal Company 807 W. Horsetooth Road Fort Collins, Colorado 80525 Dear Mr. Michie: Our office is providing the engineering design for a proposed 1.8 acre townhome development on Tract "J" of the Brown Farm Subdivision in Fort Collins. The Pleasant Valley and Lake Canal presently flows through the eastern portion of this property and separates it from a City detention pond on the east side of the ditch. (See attached) Currently, runoff from both the east and west portions of the property flows into a drainage Swale which empties into the irrigation canal. Preliminary plans have been approved by the City and the ditch company which would allow the irrigation canal to be re -aligned so as to pass to the east of the detention pond. This would allow the existing drainage swale to empty directly into either the detention pond or into a planned future basin -wide drainage canal. In either case, the runoff would no longer flow into the irrigation ditch. The design of this proposed development does not include detention, therefore allowing runoff from the proposed development to flow undetained from the property into the existing drainage Swale. Your signature in the space provided below would indicate your approval of the above outlined proposal. I hope that you will be able to help us in this matter. Sincerely, i Michael F. Jones I agree to the above stated proposal. John Michie for the Pleasant Valley and Lake Canal Co. Date • 432 Link Lane Plaza Ft Collins, Colorado 80524 • [3031 221-2400 R SOME j/_ gn _ryG / d,rT REBSR a I-P -REEAR ze. AR s CAP d=79'2436 \l1l aa1, R=15.iD' 1 R=230.0' 1 I I I SWAT TO) I '4 807/�lv R=170.0 1 21ET RE AR e N B9, CAP L 1231I 0" 24 I 46.70' lE. vEO. (1rv) / 6'07'10" E,1 , / 2'RERAl 1. 0.A /1 LS as a/ / d 5e= 7'10� AvRCEL B v =Ivo. __ \ =230.0'- / 20 N PARi�'L A \ o , o 6 - o 1 _ 6'' Q Q00 1. fIRE MID T 10 4 AR 3 CAP NC SCA44 �a �a SW Co,. ,S , w 1 SITE_1 mfil RFRRY 8O__/ 65 LEGEND J l /RR/GAT/ON C.4 NAL a 2 a..-Tt:rTa GRASSED FLOODWAY W 0 DETENTION POND NEAR HUGHES STAG/UMW e 1_ a DRAKE Va_ � x p 380 ROAD \ p Z oZ� gp DROP STRUCTURE I SFr 3 CREEK I m o OMAJOR DRAINAGE CONCENTRATION POINT DESIGNATION OF PEAK FLOW SP�1�G 120 yr. r. RCS(XRCE FIGURE 4 CONUTNNTS INC PROPOSED DRAINAGE IMPROVEMENTS PLEASANT VALLEY 8 LAKE CANAL 8-