HomeMy WebLinkAboutSPRING CREEK FARMS NORTH - Filed GC-GENERAL CORRESPONDENCE - 2005-07-11PLA N N;P1RCH'TECTURE V DEVEL0PMENT CONSULTING
n"...n design �s�oria�es
October 10, 2000
Sheri Wamhoff
Engineering Department
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522-0580
RE: Staff Review Comments for /Spring Creek Farms Overall
Development Plan
Dear Sheri:
This letter is in response to issues raised by the Engineering in the Staff Review
Comments issued on September 20th regarding Johnson Farm/Spring Creek
Farms. This letter is accompanied by and itemized response to the Comments as
well.
The applicant was asked to consider the location of the proposed intersections on
Timberline Road. Staff made preliminary comments regarding intersection
spacing, and those recommendations have been refined based on storage
requirements. All comments regarding street connections have been taken into
consideration and/or applied. For further information, please refer to the Traffic
Impact letter addressed to Eric Bracke that accompanies this re -submission.
The signalized intersection on Timberline Road will be located at least 1/3 mile
(1,980') north of the Drake Road and Timberline Road intersection as per
comments. The proposed, limited movement (right in/right out), local street
intersection closest to the intersection of Drake Road and Timberline Road will
be located 750' north of the centerline of the Drake Road and timberline Road
intersection. Nuszer Kopatz has been asked to located the third intersection on
Timberline Road in coordination with the developable property across
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Timberline Road to the east of the site. The design charette planned to address
this issue has not been held, and at present it appears the charette will not take
place until November. Therefore, the location of the second, limited movement
(3/4 movement), local street intersection will be 1,330' from the centerline of the
Drake Road and Timberline Road intersection, as shown on the O.D.P., until
after the charette has been held.
The access onto Drake Road will be aligned with Sage Brush Drive. The traffic D
study has been revised to include left turn staking requirements for this
intersection and is included in this re -submission for further review by the
Engineering Department.
All internal streets and street configurations will be designed to meet current
City design standards and will be shown on the PDP submittal.
The applicant recognizes that LUC Section 3.6.3(E) requires multi -modal access.
The comment regarding a non -vehicular crossing of the Union Pacific Railroad
tracks has been noted. A pedestrian and bicycle connection across the Union
Pacific Railroad tracks requires the approval of the Union Pacific Railroad
Company. Sue Grabler, the appropriate railroad company representative, has
been contacted to determine if a crossing is possible. It is our understanding that
it is not UPRR's policy to open new public or private at grade crossings.
Furthermore, any public crossings fall under the authority of the Colorado Public
Utility Commission. Nuszer Kopatz is working on obtaining a PUC application
from Mr. Jack Baier (303.894.2855). We will continue to explore
pedestrian/bicycle connectivity options with the City, however, the UPRR and
PUC have made it clear that our original at grade railroad crossing is not a viable
option.
All City of Fort Collins redlines have been attached to this re -submittal. We have
tried to be as comprehensive as possible in the preparation of this re -submittal.
If you have any questions or require further information, please feel free to
contact us at (303)534-3881.
CK:eom
RECE(VEG
MEMORANDUM JUN 3 0 70A
City Manager's pi+ii-:
DATE: 6/30/06
TO: Darin Atteberry, City Manager
FROM: Dan DeLaughter
RE: Fort Collins Police Facility Emergency Access Alignments
Attached for your signature is ONE (1) copy of the Notice of City Facility Location, being
two emergency access alignments on the Fort Collins Police Services site.
Dear Darin,
Please sign the attached Notice at your earliest convenience. This Notice is to ensure that two
alignment areas across the Fort Collins Police Facility may be used by emergency services. These
areas could not be dedicated as easements because easements are not granted to the City across City
property. This Notice, and attached Exhibits will be filed at the county and will be bound to the
property so that if it is ever sold or transferred, we have the ability to request that the alignment
areas be dedicated as emergency access easements. Please feel free to call me at ext. 7128 with any
questions regarding this matter. Please return the signed notice with attachments to Engineering.
Sincerely,
-Dan DeLaughter, Development Review Engineer
MEMORANDUM
DATE: 6/28/06
TO: Aimee Jensen, Deputy City Clerk
FROM: Dan DeLaughter
RE: Fort Collins Police Facility Emergency Access Alignments
Agenda Date:
N/A
Grantor:
City
Grantee:
Citv
Location:
SW corner of Timberline Rd. and Nancy Gray Ave.
Description:
Fort Collins Police Service Building Emergency Access Alignments
Account Number:
(for.recording purposes)
30516300.529990.1
Monetary consideration:
0
Legal Description:
Two parcels of land, being portions of Lot One (1), Spring Creek
Farms North, recorded May 1, 2006 as Reception No. 2006-0032054.
Have we received other documents or will we be getting more documents in the future related to
this one? Project Name?
Aimee, these are two alignments (not easements) that axe being dedicated to dze City by the new
Fort Collins Police Facility. This is being done because easements are not dedicated from the City to
ourselves. The attached document is intended to serve as a reservation of the land described in the
attached exhibits for the purpose that if the property is sold or transferred at some point in the
future, the City may require the new owner to dedicate appropriate easements in place of the
alignments. In addition, the document specifies that these alignments are allowed to be used for
emergency access purposes. I believe this type of thing is done somewhat typically on plats, but this
is by separate document, since the plat for this project was done separately with Spring Creek Farms
North, and no attempt was made on that plat to reserve emergency access areas on this site. Carrie
Dagget has been the attorney working with us on this issue. Please contact her with any legal
questions. The account number above is intended to be for recording fees with the County. I
believe this total should be $26. Please let me know if there is anything else you'll require.
Thanks,
Dan DeLaughter
NOTICE
OF CITY FACILITY LOCATION
3�1� OS 20 os
TO ALL PERSONS TAKE NOTICE:
The City of Fort Collins, Colorado, a municipal corporation, is the owner of that certain real
property located in Latimer County, Colorado, more particularly described as Lot One (1), Spring
Creek Farms North, recorded May 1, 2006 as Reception No. 2006-0032054. The above -described
property shall hereafter be referred to as the City Property.
Over and across the City Property are two emergency access lanes which have been
constructed for and are intended to provide emergency access and emergency services to the City
Property. The aforesaid facilities shall hereafter be referred to as the Emergency Access Alignments,
the specific locations of each of which are more particularly described on Exhibit A attached hereto
and incorporated herein by this reference.
The purpose of this NOTICE is (in addition to giving general notice to the public of the
existence of the Emergency Access Alignments) principally to remind the City and its staff, agents,
and representatives that the Emergency Access Alignments exist upon the City Property and that the
City, prior to conveying its interest in the City Property to any person, may choose to reserve from
such conveyance, an easement or right-of-way or other interest in land sufficient to preserve a right
for the continued existence, operation, maintenance, and, if necessary, enlargement of the facilities in
the Emergency Access Alignments.
CITY OF FORT COLLINS, COLORADO
a Colorado municipal corporation
By / 19d - q%
Darin A. AYe try, City Mana
No Text
EMERGENCY ACCESS ALIGNMENT I EXHIBIT A I SPRING CREEK FARMS NORTH
SE)/4 SEC. 19, T.7N., R.68W.
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(3 of 4)
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POINT
OF
POINT OF BEGINNING NORTH PARCEL NANCYGRAYAVENUE
ENCEMENT
BASIS OF BEARINGS: N19W58'11"E 520.82' NORTH LINE OF LOT 1
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POINT OF BEGINNING
C15 20,970sq.ft. Ci6
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SOUTH PARCEL
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90' DRA/NAGE
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EASEMENT
L 1E4SEMEN7
Land Surveyor #34995
BROCKMANDRIVE
NOTE: This exhibit drawing is not intended to be a
monumented land survey. It's sole purpose is as a
graphic representation to aid in the visualization of
the written property description which it accompanies.
The written property description supersedes the
exhibit drawing.
i
100 50 0 100
1 "= 100'
KING SURVZ,KORS, INC. PROJECT NO:2005289
9299 EASTMAN PARK DRIVE, WINDSOR. CO 80550 DATE:05/05/2006
- - PHONE: (970) 686-5011 FAX: (970) 686-5821 CLIENT:INTERWEST
WWW.KIN6SURVEYORS.COM DWG:2005289-EA-ESMT
DRAWN: MCD CHECKED: SAL
Exhibit A
(2of4)
South Emereencr Access AI-
CONIAIENCING at the West end of the North line of said Lot I and assuming said North line as bearing North
89'58'1 I' East a distance of 520.82 feet, as platted, with all other bearings contained herein relative thereto:
Thence along the North and West lines of said Lot 1 the following Two (2) courses and distances:
THENCE along the arc of a curve which is concave to the Southeast a distance of 23.56 feet said curve having a radius
of 15.00 feet, a central angle of 90'00'00" and a long chord bearing South 44o5S' 11" West a distance of 21.11 feet to a
PT.. said point also being the North end of said West line:
THENCE South 00'01'49" East a distance of 391.21 feet to the POINT OF BEGINNING:
THENCE North 89°59'47" East a distance of 96.86 feet to a PC;
THENCE along the arc of a curve which is concave to the North a distance of 7.08 feet, said curve having a radius of
25.00 feet, a central angle of 16'13'55" and a long chord bearing North 81'52'49" East a distance of 7.06 feet to a PT;
THENCE North 73'45'5' East a distance of 46.54 feet to a PC:
THENCE along the arc of a curve which is concave to the South a distance of 14,16 feet, said curve having a radius of
50.00 feet, a central angle of 16013'55" and a long chord bearing North 81'52'49' East a distance of 14.12 feet to a
PT;
THENCE North 89'59'47" East a distance of 24.38 feet to a PC;
THENCE along the arc of a curve which is concave to the Northwest a distance of 38.24 feet, said curve having a
radius of 25.00 feet, a central angle of 87'38'38-' and a long chord bearing North 46'10'28' East a distance of 34.62
_ feet to a PRC;
THENCE along the arc of a curve which is concave to the Southeast a distance of 76.48 feet, said curve having a radius
of 50.00 feet, a central angle of 8 7'38'38' and a long chord bearing North 46`10'28" East a distance of 69.24 feet to a
PT;
THENCE North 89'59'47" East a distance of 111,84 feet to a PC;
THENCE along the arc of a curve which is concave to the Southwest a distance of 78.54 feet, said curve having a
radius of 50.00 feet, a central angle of 90'00'00" and a long chord bearing South 45'00'13' East a distance of 70.71
feet to a PT:
THENCE South 00'00 13" East a distance of 221.44 feet to the South line of said Lot 1, said point bearing South
89'5811" West a distance of 124, 16 feet from the East end of said South line:
THENCE South 89'.58'11" West along said South line a distance of 30.00 feet;
- THENCE North 00'00'13" West 216,46 feet to a PC;
THENCE along the arc of a curve which is concave to the Southwest a distance of 39.27 feet, said curve having a
radius of 25.00 feet, a central angle of 90'00'00" and a long chord bearing North 45'OD' 13" West a distance of 35.36
feet to a PT:
THENCE South 89'59'47" West a distance of 101.84 feet to a PC:
THENCE along the arc of a curve which is concave to the Southeast it distance of 38.24 feel, said curve having a radius
of 25.00 feet, a central angle of 87'38'38" and a long chord bearing South 46'10'28' West a distance of 34.62 feet to a
PRC;
THENCE along the arc of a curve which is concave to the Northwest a distance of 76.48 feet, said curve having a
radius of 50.00 feet, a cemral angle of 87'38'38' and a long chord bearing South 46010'28' West distance of 69.24
feet to a PT;
THENCE South 89'59'47" West a distance of 28.67 feet to a PC;
THENCE along the arc of a curve which is concave to the South a distance of 7.08 feet, said curve having a radius of
25.00 feet, a central angle of 16'13'55" and a long chord bearing South 81'52'49" West distance of 7.06 feet to a PT;
THENCE South 73°45'52" West a distance of 46.54 feet to a PC:
THENCE along the arc of a curve which is concave to the North a distance of 14.16 feet, said curve having a radius of
50.00 feet, a central angle of 16'13'55" and a long chord bearing South 81'52'49" West a distance of 14.12 feet to a
PT:
THENCE South 89'59'47" West a distance of 97.56 feet to said West line;
THENCE North 00'01'49" West along said West line a distance of 30.00 feet to the POINT OF BEGINNING;
Which above described parcel contains 20,970 sq- ft. or 0.481 acre, more or less W. and is subject to any rights-of-wav
or other easements of record or as now existing on said described parcel of land.
SURVEYOR'S STATEMENT
1, Steven A. Lund, a Colorado Registered Professional Land Surveyor do hereby state that this Propertv Description
was prepared under my personal supervision and checking, and that it is true and correct to the best of my knowledge
ICING SURVEYORS, INC.
9299 Eastman Park Drive
Windsor. Colorado 80550
(970) 686-5011
IN: 2005289
N:\2005289\legal descriptions\GOT 1 EMERGENCY" ACCESS ESMTS.doc
Last printed 5/5/2006 11:29 AM
. PROPERTY DESCRIPTION
Exhibit .5
(1 of 4)
Two parcels of land being portions of Lot One (1), Spring Creek Farms North, recorded May 1, 2006 as Reception No
2006-0032054 of the records of the Larimer County Clerk and Recorder (LCCR), located in the Southeast Quarter
(SEl/4) of Section Nineteen 09). Township Seven North (T.7N.), Range Sixty-eight West (R.68W.) of the Sixth
Principal Meridian (61b P.M.), City of Fort Collins, County of Latimer. State of Colorado, and being more particularly
described as follows:
North Emergency Access Almannert
COMMENCING at the West end of the North line of said Lot I and assuming said North line as bearing North
89`58 L I" East a distance of 520.82 feet, as platted, widr all other bearings contained herein relative thereto:
THENCE North 89-58'11" East along said North line a distance of 38,49 feet to the POINT OF BEGINNING;
THENCE continuing North 89°58 1)" East along said North line a distance of 30.00 feet
THENCE South 00°01'49" East a distance of 17.95 feet to a Point of Curvature (PC);
THENCE along the arc of a curve which is concave to the East a distance of 14,11 feet. said emve having a radius of
25.00 feet, a central angle of 32°20'29" and a long chard bearing South 16°12'03" East a distance of 13.93 feet to a
Point of Reverse Curvature (PRC);
THENCE along the arc of a curve which is concave to the Southwest a distance of 38.00 feet, said curve having a
radius of 271.70 feet, a central angle of 08'00'47' and a long chord bearing South 28°21'54' East a distance of 37.97
feet to a PRC;
THENCE along the are of a curve which is concave to the ;Northeast a distance of 41.52 feet, said curve having a radius
of 50.00 feet, a central angle of 47°35'00" and a long chord bearing South 48009'01" East a distance of 40.34 feet 10 a
Point of Compound Curvature (PCC);
THENCE along the are of a curve which is concave to the North a distance of 168.92 feet, said curve having a radius of
353.67 feet, a central angle of 27021 56" and a long chord bearing South S5037'29" East a distance of 167.32 feet to a
PCC;
THENCE along the arc of acurve which is concave to the Northwest a distance of 35.21 feet, said curve having a
radius of 25.00 feet, a central angle of 80u4l'47" and a long chord bearing North 40c2O'40" East a distance of 32.37
feet to a Point of Tangency (PT);
THENCE North 00°00' 13" West a distance of 79.86 feet to said North line;
THENCE North 89'58'11" East along said North line a distance of 30,00 feet, said point bearing South 8905811"
West a distance of 182.57 feet from the East end of said North line;
THENCE South 00.0013- East a distance of 84.09 feet to a PC;
THENCE alone the arc of a curve which is concave to tire Northwest a distance of 69.78 feet, said curve having a
radius of 50.00 feet, a central angle of 7905T58' and a long chord bearing South 39°58'46" West a distance of 64.26
feet to a PCC;
THENCE along the arc of a curve which is concave to the Notch a distance of 188.14 feet, said curve having a radius of
383.67 feet, a central angle of 28°05'44" and a long chord bearing North 85059'23" West a distance of 186.26 feet to a
PCC:
THENCE along the are of a curve which is concave to the Northeast a distance of 66.44 feet, said curve having a radius
of 80.00 feet a central angle of 47°35'00" and a long chord bearing North 48°09'01' West a distance of 64.55 feet to a
PRC;
THENCE along the arc of a curve which is concave to the Southwest a distance of 35.00 feet, said curve having a
radius of 241.70 feet, a central angle of 8°1 T48" and a long chord bearing North ZK30'25" West a distance of 34,97
feel to a PRC;
THENCE along the arc of a curve which is concave to the East a distance of 28.47 feet, said curve having a radius of
50,00 feet, a central angle of 32037'30' and a long chord bearing North 16°20'34" West a distance of 28.09 feet to a
PT:
THENCE No, 00°01'49' West a distance of 19.40 feet to the POINT OF BEGINNING:
Which above described parcel contains 13,360 sq. ft. or 0,307 acre, more or less (±), and is subject to any rights -of -way
or other easements of record or as now existing on said described parcel of land.
Steven A. Luhd„,-'9b:&6W of King Surveyors, Inc.
Colorado Registered Professional
Land Survevor #34995
N:\2005289\legal descriptions\LOT 1 EMERGENCY ACCESS ESMTS. doc
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