HomeMy WebLinkAboutTRANSFORT FACILITY EXPANSION - FDP - FDP110003 - MAPS/GRAPHICS - SITE PLANSCALE 1" =
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50'
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PROJECT
DATE
DRAWN
TRANSFORT FACILITY EXPANSION
CITY OF FORT COLLINS
6570 Portner Road, Fort Collins, CO 80525
Landscape Architecture,
Engineering, & Planning
153 West Mountain Ave.
Fort Collins, CO 80524
970 484 1921
Fax 970 484 2443
JIM SELL DESIGN
C 2009 ALLER-LINGLE-MASSEY ARCHITECTS
712 WHALERS WAY SUITE, B-100
FORT COLLINS, CO 80525
(970) 223-1820
www.aller-lingle-massey.com
PRINTED: #5KVG2NCPFYI/ FILE NAME:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Date
Environmental Planner
Date
Date
Date
Date
Date
Date
Prepared by or under the direct supervision of:
For and On Behalf of Jim Sell Design, Inc.
REVIEW SET
NOT FOR
CONSTRUCTION
SITE PLAN
0843.10
3/30/2011
BW
S1.0
SITE PLAN VICINITY MAP
SCALE 1" =
0'
1,250'
625 1,250 2,500
SITE CALCULATIONS
LEGAL DESCRIPTION:
Know all men by these presents, that the undersigned, being owners of the following described land:
A parcel of land being comprised of Tract A of the South Side Service Center P.U.D., Phase One, recorded January 27, 1983 as Reception 490275 of the Records of Larimer County and Tract
C
of the South Side Service Center P.U.D., Phase Two, recorded February 1, 1983 as Reception 490924 of the Records of Larimer County and also that portion of the Southeast Quarter of Section
Twelve (12) lying Northerly of said Tract C, Westerly of the Brittany Knolls P.U.D. Filing No. 1, Easterly of that parcel of land described in that Warranty Deed recorded August 12,
1993 as
Reception No. 93057436 of the Records of Larimer County and Southerly of the Easterly prolongation of the Northerly line of said parcel described in that Warranty Deed recorded August
12,
1993 as Reception No. 93057436 of the Records of Larimer County, all in Section Twelve (12), Township Six North (T.6N.), Range Sixty-nine West (R.69W.), of the Sixth Principal Meridian
(6th
P.M.), City of Fort Collins, County of Larimer, State of Colorado, and being more particularly described by metes and bounds as follows:
COMMENCING at the South Quarter Corner of said Section 12 and assuming the South line of the Southeast Quarter of said Section to bear South 8828'37" East, being a grid bearing of the
Colorado State Plane Coordinate System, North Zone, North American Datum 1983/92, a distance of 2703.55 feet, with all other bearings herein relative thereto;
THENCE South 8828'37" East along the South line of the Southeast Quarter of said Section 12 a distance of 1260.00 feet to the Southerly prolongation of the East line of Tract C of the
South
Side Service Center P.U.D., Phase Two;
THENCE North 00°01'55" West along the Southerly prolongation of the East line of said Tract C a distance of 50.02 feet to the Southeast corner of said Tract C and to the POINT OF
BEGINNING;
THENCE North 88°28'37” West along a line parallel with and 50.00 feet Northerly of, as measured at right angle to the South line of the Southeast Quarter of said section 12 a distance
of 774.39
feet to a Point of Curvature;
The next Four (4) courses are along the Easterly Right of Way line of Portner Road:
THENCE along the arc of a curve concave to the Northeast a distance of 23.56 feet, said curve has a Radius of 15.00 feet, a Delta of 90°00'00" and is subtended by a Chord bearing North
43°28'37" West a distance of 21.21 feet to a Point of Tangency;
THENCE North 01°31'23" East a distance of 135.00 feet to a Point of Curvature;
THENCE along the arc of a curve concave to the Southeast a distance of 295.31 feet, said curve has a Radius of 376.00 feet, a Delta of 45°00'00" and is subtended by a Chord bearing North
24°01'23” East a distance of 287.78 feet to a Point of Tangency;
THENCE North 46°31'23" East a distance of 98.00 feet to a Point of Curvature and to the most Southeasterly corner of that parcel of land described in the Warranty Deed recorded August
12,
1993 as Reception No. 93057436;
The next Two (2) courses are along the Easterly lines of that parcel of land described in the Warranty Deed recorded August 12, 1993 as ReceptionNo.93057436:
THENCE along the arc of a curve concave to the Northwest a distance of 442.96 feet, said curve has a Radius of 564.00 feet, a Delta of 45°00'00" and is subtended by a Chord bearing North
24°01'23” East a distance of 431.66 feet to a Point of Tangency;
THENCE North 01°31'23" East a distance of 116.05 feet to the Northeast corner of that parcel of land described in the Warranty Deed recorded August 12, 1993 as Reception No. 93057436;
THENCE South 88°29'52" East along the Easterly prolongation of that parcel of land described in the Warranty Deed recorded August 12, 1993 as Reception No. 93057436 a distance of 417.63
feet to the Westerly line of the Brittany Knolls P.U.D. Filing No. 1 recorded April 27, 1987 as Reception No. 87023710 of the Records of Larimer County;
THENCE South 00°01'55" East along said Westerly line a distance of 1000.54 feet to the POINT OF BEGINNING.
. . . (which above described tract contains 13.768 acres, more or less)
have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this plat to be known as SOUTH SIDE SERVICE CENTER, PHASE THREE ,
subject to all easements and rights-of-way now of record or existing or indicated on this plat.
1' DEDICATED
RIGHT OF WAY
778 sq. ft.
0.018 acres
LOT 1
598,965 sq. ft.
13.750 acres
EX FIRE
HYDRANT
112.00'
MOCK STATION
151.00'
169.63'
179.83'
117.68'
PROPOSED
WATER
QUALITY /
DETENTION
POND
VINYL CLAD CHAIN
LINK FENCE (TYP)
VINYL CLAD
CHAIN LINK
FENCE (TYP)
15' FROM CURB
PROPOSED
GARAGE
ADDITION
16,240 sf
22' HEIGHT
REALIGNED SWALE
REALIGNED SWALE
ENHANCED
BERMS FOR
SCREENING
ZONE E -
EMPLOYMENT
CONCRETE
TRAINING
AREA
EXISTING
VEGETATION
AND
IMPROVMENTS
TO REMAIN
EXISTING
VEGETATION
AND
IMPROVMENTS
TO REMAIN
EXISTING
VEGETATION
AND
IMPROVMENTS
TO REMAIN
EXISTING
VEGETATION
AND
IMPROVMENTS
TO REMAIN
TRILBY RD
PORTNER ROAD
NATURALIZED
DRAINAGE
CHANNEL
NATURALIZED
DRAINAGE
CHANNEL
PEDESTRIAN CROSSING
EXISTING
BUILDING
AND
IMPROVMENTS
TO REMAIN
CONCRETE
CONCRETE
EXISTING 3
RAIL FENCE
EXPANDED
CHASSIS WASH
80 REGULAR
AND 2
ACCESSIBLE
PARKING
SPACES TO
REMAIN
EXISTING
BUILDING
TO REMAIN
EXISTING
BUILDING
TO REMAIN
46.73'
135.15'
SITE BOUNDARY
LIMIT OF DEVELOPMENT
SITE BOUNDARY
LIMIT OF DEVELOPMENT
SITE BOUNDARY
SITE BOUNDARY
LIMIT OF DEVELOPMENT
SITE BOUNDARY
145.00'
33.10'
20' EMERGENCY ACCESS ALIGNMENT
8.00' LANDSCAPE BUFFER
SEE L1.0 FOR PLANTING
DRAINAGE ALIGNMENT
21.77'
DETAIL A
TRILBY RD / COUNTY RD 34
COLLEGE AVE / US 287
S LEMAY AVE
E SKYWAY DR
BRITTANY DR
PORTNER RD
ZONE : E
ZONE : POL
ZONE : UE
ZONE : RL
ZONE : RL
ZONE : POL
ZONE : C
ZONE : LMN
ZONE
RL
ZONE : POL
ZONE : RL
ZONE : POL
ZONE : RL
ZONE : CS ZONE : LMN
ZONE : LMN
ZONE : RL ZONE : LMN
ZONE : RL
ZONE : RL
ZONE : LMN
PROJECT SITE