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Home My WebLink AboutTHE GROVE AT FORT COLLINS - PDP - 16-10B - CORRESPONDENCE - UTILITY PLANS (5)a P" I a WINE Oil ME: I I WE 6311117Arr a a m■Wm a 1 Imam ■■u 11+00 14+00 a NEW -"aPsi row mm! amomillin 0 SE1, a Mmomm I' a 0001M 00 a 1W a ON on mmmm MEN I.P.Mum ON WE 1111m ON ON Jill 4mm� a MAP a A MIA a a 0 a NINE No NEW a elm a US V�4 M. .0 TYPICAL DITCH SECTION UJ W cL) r=ft 0 R"tGAVNG =�My �M,fl oou"" U" go 2 u US V�4 M. .0 TYPICAL DITCH SECTION UJ W cL) r=ft 0 R"tGAVNG =�My �M,fl oou"" U" go 2 u M. .0 TYPICAL DITCH SECTION UJ W cL) r=ft 0 R"tGAVNG =�My �M,fl oou"" U" go 2 u �� _�yi . �t� ►� . r-i�y 3� Vmo _------------ Sp NDTES' I N\i Mie��i w � omeWivv q 1! - IYII/MO!!/OM p1 ` �� • M' Y .. v.v.r.am. ' a ~ ZQN i 1 €�, ! 'v _ 1 r t ' COIJIRCT INFOgW\1lIXJ n w.v nil fonxlw _ TVWI DITCH SECTION 5 EXHIBIT "E" DEPICTION OF REALIGNED EASEMENT AND RIGHT-OF-WAY A DITCH EASEMENT BEING A PORTION OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. WEST LINE OF LEASED PROPERTY -� POINT OF BEGINNING L1C1 Lz-c�� : n] � L21 C18 C19 CURVE TABLE CURVE IENO)H pMIJB DELTA Kgo LENGTH cNMO ®EApINO m %r• xmm r]azr xia Nm'a]aH m mm vom aGf «n Na1YaA8 m mn xam rmlr ma xrxa)c m am mm afm an Nr']rnc m mn lam ]194 m« wr�c�� m A« tam mmm An «rume m tum t15m )e«w taal' m a® )Om atl6T %TJ NA'M.SC ra m)c unm ]r m• na anvrav as xf Gum anew zu ctt %A ]rmYr %s .t Ilv Nn'mnw cR ue 12. um xruv .$I 1pnCW ct] xL.tf 1)).m )r1.'w NpIHlW Af e]m ]rmm' Am NT EtaCie Rm%m r' «R m1}pfW av 1 dr .11 mf Imm 21 rwr c"la m« ]am auf ma la« Imm a-%zr NB9°20'42- NORTH LINE OF THE S W 1" //T} SECTION 23-T7114789W J BASIS OF BEARINGS LEASED PROPERTY SOUTH LINE OF LEASED PROPERTY -'-,I C74' L18 C16 REALIGNED EASEMENT AND RIGHT-OF-WAY 1 97,991 aq.R CSURF PROPERTY 2.249 auea 1848.58' — u� eroraw - m19 aM'1S/W msr er'Irsw lam saa•Aw � POINT OF COMMENCEMENT � A CENTER QUARTER CORNER SECTION 23. T7N, RWIN FND 2-1Q" AC, LS 25372 \C9 / NE 40 �� SCALE 1"=200' NORTHERN ENGINEERING curve concave to the east having a central angle of 0°13'04" with a radius of 644.00 feet, an arc length of 2.45 feet and the chord of which bears South 16°10'20" West, 2.45 feet; thence, South 16003'49" West, 54.38 feet; thence departing said right-of-way line, North 60029'52" West, 109.42 feet; thence along a non -tangent curve concave to the south having a central angle of 36°53'19" with a radius of 62.00 feet, an arc length of 39.92 feet and the chord of which bears North 78'56'1 1" West, 39.23 feet; thence, South 82°37'08" West, 163.00 feet; thence along a curve concave to the south having a central angle of 23°40'52" with a radius of 12.00 feet, an arc length of 4.96 feet and the chord of which bears South 70°46'42" West, 4.92 feet; thence, South 58°56'16" West, 105.63 feet; thence along a curve concave to the north having a central angle of 74' 14'44" with a radius of 173.00 feet, an arc length of 224.18 feet and the chord of which bears North 83°56'22" West, 208.82 feet; thence, North 46049'00" West, 66.87 feet; thence along a curve concave to the southwest having a central angle of 30°00'00" with a radius of 62.00 feet, an arc length of 32.46 feet and the chord of which bears North 61°49'00" West, 32.09 feet; thence, North 76°49'00" West, 151.22 feet; thence along a curve concave to the south having a central angle of 31°53'32" with a radius of 62.00 feet, an arc length of 34.51 feet and the chord of which bears South 87°14'14" West, 34.07 feet; thence, South 71'17'28" West, 253.36 feet; thence along a curve concave to the north having a central angle of 20'40' 18" with a radius of 138.00 feet, an arc length of 49.79 feet and the chord of which bears South 81 °37'37" West, 49.52 feet; thence, North 88'02'14" West, 172.26 feet; thence along a curve concave to the south having a central angle of 21°02118" with a radius of 162.00 feet, an arc length of 59.48 feet and the chord of which bears South 81°26'37" West, 59.15 feet; thence, South '70°55'28" West, 45.01 feet; thence along a curve concave to the north having a central angle of20°42'48" with a radius of 238.00 feet, an arc length of 86.04 feet and the chord of which bears South 81°16'52" West, 85.57 feet; thence, North 88°21'44" West, 41.56 feet; thence along a curve concave to the south having a central angle of 06°35'27" with a radius of 162.00 feet, an arc length of 18.64 feet and the chord of which bears South 88020'33." West, 18.63 feet; thence, South 85°02'49" West, 25.39 feet; thence, North 00001'07" West, 58.22 feet to the Point of Beginning. Containing 97,991 square feet or 2.249 acres. more or less. LMS June 7, 2011 S'\Survey.Jobs\502-001\D,=riptions�502-001 EXHIB11E DESCRIPTION 5-7-1 I.doe ADDRESS: PHONE:970.221.4158 NORTHERN 200 S. College Ave. Suite 100 WE .north ENGINEERING rortCollins, CO80524 FAX: 970.221.4159 wwwnorthernengineering.com EXHIBIT "E" LEGAL DESCRIPTION OF REALIGNED EASEMENT AND RIGHT-OF-WAY A ditch easement located in Section 23, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the North line of the Southwest Quarter of said Section 23 as bearing North 89°20'42"West and with all bearings contained herein relative thereto: COMMENCING at the Center Quarter Corner of said Section 23; thence along the North line of said Southwest Quarter, North 89020142" West, 1846.58 feet to the westerly line of The Grove at Fort Collins; thence along said westerly line and the extension thereof, South 00'0 V07" East, 553.96 feet to the Point of Beginning; thence, North 85°02'49" East, 20.38 feet; thence along a curve concave to the south having a central angle of 6°35'27" with a radius of 220.00 feet, an arc length of 25.31 feet and the chord of which bears North 88°20'33" East, 25.29 feet; thence, South 88°21'44" East, 41.56 feet; thence along a curve concave to the north having a central angle of 20'42'48" with a radius of 180.00 feet, an arc length of 65.07 feet and the chord of which bears North 81°16'52" East, 64.72 feet; thence, North 70°55'28" East, 45.01 feet; thence along a curve concave to the south having a central angle of 21°02'18" with a radius of 220.00 feet, an arc length of 80.78 feet and the chord of which bears North 81°26'37" East, 80.33 feet; thence, South 88°02'14" East, 172.26 feet; thence along a curve concave to the north having a central angle of 20°40'18" with a radius of 80.00 feet, an arc length of 28.86 feet and the chord of which bears North 81 °37'37" East, 28.71 feet; thence, North 71017128" East, 253.36 feet; thence along a curve concave to the south having a central angle of 31 °53'32" with a radius of 120.00 feet, an arc length of 66.79 feet and the chord of which bears North 87°14'1.4" East, 65.94 feet; thence, South 76°49'00" East, 151.22 feet; thence along a curve concave to the south having a central angle of 30°00'00" with a radius of 120.00 feet,an arc length of 62.83 feet and the chord of which bears South 61 °49'00" East, 62.12 feet; thence, South 46°49'00" East, 66.87 feet; thence along a curve concave to the north having a central angle of 74'14'44" with a radius of 115.00 feet, an arc length of 149.02 feet and the chord of which bears South 83°56'22" East, 138.81 feet; thence, North 58°56'16" East, 105.63 feet; thence along a curve concave to the south having a central angle of 23°40'52" with a radius of 70.00 feet, an arc length of 28.93 feet and the chord of which bears North 70°46'42" East, 28.73 feet; thence, North 82°37'08" East, 163.00 feet; thence along a curve concave to the south having a central angle of 38°33'03" with a radius of 120.00 feet, an arc length of 80.74 feet and the chord of which bears South 78°06'20" East, 79.23 feet; thence, South 58050'48" East. 92.77 feet to a point on the westerly right-of- way line of Centre Avenue; thence along said right-of-way line and along a non -tangent FISCHEx, BROWN, BARTLETT & GUI,, , P.C. ATTORNEYS AT LAW William R. Fischer Margaret A. (Meg) Brown Daniel K. Brown Brent A. Bartlett Sara J.L. Irby Lisa A. Larsen Donald E. Frick Steve Olt, Senior Planner City of Fort Collins Current Planning Dept. 281 North College Avenue Fort Collins, CO 80522 1319 E. PROSPECT ROAD FORT COLLINS, COLORADO 80525 June 10,2011 Re: Larimer County Canal No. 2 Irrigating Company PDEP 110009 The Grove at Fort Collins Dear Mr. Olt: Ward H. Fischer (1929-1996) William H. Brown (Of Counsel) William C. Gunn (Of Counsel) PHONE: (970) 407-9000 FAX: (970) 407-1055 EMAIL: fbg@tbgpe.com Our firm represents the Larimer County Canal No. 2 Irrigating Company ("Company") and this letter is provided on its behalf. The Company's Larimer County Canal No. 2 ("Ditch") traverses the property belonging to the Colorado State University Research Foundation ("CSURF"). Campus Crest at Fort Collins, LLC ("Applicant") is the applicant for an amendment to the CSURF Centre for Advanced Technology Overall Development Plan and The Grove at Fort Collins, PDP. We are writing to confirm that the concerns of the Company with their Ditch, in relationship to the proposed development project, have been resolved as between CSURF, the Company, and the Applicant. The parties have entered into a mutually beneficial ditch realignment agreement to realign the ditch in accordance with the attached Exhibits E and H. The realignment of the Ditch, as described in the agreement, has been through Company engineering and legal review, and addresses pending maintenance issues with the Ditch. The Company has also received correspondence from the Army Corps of Engineers that the proposed realignment project is exempt from permitting requirements of Section 404(f) as the activity falls under the exemption contained in 33 C.F.R. Part 323.4(a)(3). A copy of that letter may be made available for your review. The Applicant, CSURF and the Company worked closely together to create a plan for the new realignment which provides benefits to all the parties involved. This plan is supported by the Company. Sincerely, FISCIJER; $ROVl , 13ARTLET/r & Gi.iNN, P.C. Brent Bartlett Page 2 of 2 documents. Here is how you access the website: 1) on your start menu and select the "run" option 2) Copy the text: ex lorer.exe fr_�: !aw-down�oad;ven; �.orans2.zccrv.c:m: and paste this text into the "Run" window's text box. 3) Click the "OK" button Momentarily you will be receiving an e-mail that is in response to another question raised at P&Z work session last Friday. Attached it has copies of a variance request to the Larimer County Urban Area Street Standards from Northern Engineering and the City's response. Steve Olt Project Planner -----Original Message ----- From: Scanner.DevRev@FCgov.com[mailto:Scanner.DevRev@FCgov.com] On Behalf Of Scanner.DevRev@ Sent: Monday, June 13, 2011 8:32 AM To: Steve Olt Subject: Scanned image from MX-550ON Reply to: Scanner.DevRev@FC_go.v_com <Scanner.DevRev@_FCgoy._com> -------- - -.-....--._...._..._...._........_.........._...-_... Device Name: Not Set Device Model: MX-5500N Location: Not Set File Format: PDF MMR(G4) Resolution: 200dpi x 200dpi Attached file is scanned image in PDF format. Use Acrobat(R)Reader4.0 or later version, or Adobe(R)Reader(TM) of Adobe Systems Incorporated to view the document. Acrobat(R)Reader4.0 or later version, or Adobe(R)Reader(TM) can be downloaded from the following URL: Adobe, the Adobe logo, Acrobat, the Adobe PDF logo, and Reader are registered trademarks or trademarks of Adobe Systems Incorporated in the United States and other countries. http://www.adobe,_gom/ 6/13/2011 ►, Pagel of 2 Steve Olt From: Steve Olt Sent: Monday, June 13, 2011 2:23 PM To: 'Janelle P. Kechter' Cc: Angelina Sanchez -Sprague Subject: RE: Scanned image from MX-550ON Janelle, It is done. Steve From: Janelle P. Kechter[mailto:jkechter@lileyrogersmartell.com] Sent: Monday, June 13, 2011 1:51 PM To: Steve Olt Subject: RE: Scanned image from MX-550ON Steve, since the ditch realignment relates to both the ODP and PDP, we would like the Ditch Company's June loth letter — and its exhibits — in the record for both the ODP hearing and the PDP hearing. Thanks. Janelle Kechter, CLA Paralegal for Lucia A. Liley Liley, Rogers & Martell, LLC (970) 449-8717 From: Steve Olt [mailto:SOLT@fcgov.com] Sent: Monday, June 13, 2011 9:36 AM To: stockover@aol.com; 'Andy Smith'; gcampana@bellisimo-inc.com; jcarpenter@thegroupinc.com; dlingle@aller-lingle-massey.com; 'Schmidt, Brigitte' Cc: Ted Shepard; Janelle P. Kechter; Marc Virata Subject: FW: Scanned image from MX-550ON Good morning Board members. I am forwarding to you a signed letter from the law firm representing the Larimer County Canal No. 2 Irrigating Company expressing their confirmation that the concerns of the Company with their ditch, in relationship to the proposed The Grove at Fort Collins development project, have been resolved between CSURF, the Company, and the Applicant (Developer). This is in response to a question raised by a Board member at your work session last Friday. Also, you should be aware of the City's FTP website where all of the documentation for the Amended CSURF Centre for Advanced Technology ODP and The Grove at Fort Collins PDP is currently available. This includes planning and engineering 6/13/2011