HomeMy WebLinkAboutTIMBERLINE CENTER - Filed MA-MINOR AMENDMENT - 2014-03-2430.0'
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UNION PACIFIC RAILROAD
PROPERTY N00_03'�4"W _ 356.80_2500
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BUILDING 4
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STORAGE
2110'
Q 7,500 SF
So 1 /-
7' BLACK, WROGHT IRON
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-
SECURITY FENCE (NOT
CHAIN LINK), TYP AT
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UNION PACIFIC RAILROAD
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PROPERTY
BUILDING 5
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SETBACK
STORAGE
15,725SF
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N00°03'1*"W 499.14'
LINE
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BUILDING 8
BUILDING 9 ^1
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LENGTH: 139.73'
STORAGE 3,800 SF
STORAGE 3,800 SF q
RADIUS: 500
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DELTA: 13928'5"
CHORD: 139.28'
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`BEARING: N60 5233 E
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SECURITY FENCE (NOT
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24 3'
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DETENTION
2.27 " 1'59'E
2.2T
S01°02'06"E 991
N EXIT KEY PAD �+ N w 1
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-----85.0-------_--------------SECURIIYGATE------------------------- 1
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AND FENCE
ILDING
�0.0, 275.1y 2OFFICE 345 SF 3 STORAGEI '
BUILDING 1 V HIGH MASONRY - ,c 6 tO 9,300 SF '
9)STORAGE SCREEN WALL -� c? ENTRY KEY PAD 210 V 4 124 4'
a) 12,225 SF m
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385.0' *' o,
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or BUILDING 6
STORAGE
28,875 SF
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F77 190.0'
BUILDING 10
cv
STORAGE
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14,250 SF
SECURITY
8 IV _ ,_ •
BUILD • • • 1 ,
1RADIUS
1 a
VICINITY MAP
NOR rH
GENERAL NOTES SCALE NTS
1 ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF ALL BUILDINGS WILL BE
LOCATED WITHIN 150 OF AN ACCESS ROADWAY IN WHICH EMERGENCY FIRE EQUIPMENT
CAN BE MANEUVERED OR THE BUILDINGS WILL BE PROVIDED WITH AN APPROVED FIRE
EXTINGUISHING SYSTEM
2 REFER TO UTILITIES PLAN FOR LOCATION OF UTILITIES AND DRAINAGE
3 SIDEWALKS AND RAMPS WILL CONFORM TO CITY STANDARDS
4 CONSTRUCTION IS SCHEDULED TO BEGIN SUMMER 2006 AND COMPLETED BY FALL 2008
5 PROPOSED EXTERIOR LIGHTING WILL BE POLE -MOUNTED LUMINARIES AT DRIVES AND
PARKING AREAS BOTH POLE AND BUILDING -MOUNTED FIXTURES WILL FEATURE
DOWN -DIRECTIONAL AND SHARP CUTOFF LUMINARIES
6 ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT IS TO BE FULLY SCREENED
FROM PUBLICVIEW WITH ROOFTOP PARAPET WALLS AND LANDSCAPING CONDUITS,
METERS VENTS AND OTHER EQUIPMENT ATTACHED TO THE BUILDING OR PROTUDING FROM
THE ROOF SHALL BE PAINTED TO MATCH SURROUNDING BUILDING SURFACES
7 ALL SIGNAGE TO COMPLY WITH LOCAL SIGN CODE
8 THE TRASH ENCLOSURES WILL BE MOUNTED ON CONCRETE AND BE CONSTRUCTED OF
MATERIALS TO MATCH THE BUILDINGS ANY GATES CONSTRUCTED WILL BE OF SOLID
MATERIAL
FUTURE DRIVE
MATERIAL
9
BIKE RACKS ARE TO BE PERMANENTLY ANCHOREDTO CONCRETE AND WILL NOT INTERFER
ASPHALT DRIVE
WITH PEDESTRIANS WALKWAYS
CONNECTION TO
10
ALL HANDICAP PARKING SPACES, AND RAMPS ARE TO BE VERIFIED WITH CIVIL ENGINEER
EXISTING DRIVE
FOR GRADING DRAINAGE, AND ACCESSIBLE ROUTE CONSIDERATIONS HANDICAP PARKING
SPACES SHOULD SLOPE NO MORE THAN 148 IN ANY DIRECTION ALL ACCESSIBLE ROUTES
SHOULD SLOPE NO MORE THAN 120 IN DIRECTION OF TRAVEL AND NO MORE THAN 148
-
CROSS SLOPE
11
ALL INTERNAL PEDESTRIAN WALKWAYS SHALL BE DISTINGUISHED FROM DRIVING SURFACES
A
THROUGH THE USE OF DURABLE LOW-MAINTAINCE SURFACE MATERIALS SUCH AS SCORED
-
-
CONCRETE TO ENHANCE PEDESTRIAN SAFETY AND COMFORT AS WELL AS THE
ATTRACTIVENESS OF THE WALKWAYS
\
12
SCORE MARKS ARE FOR ILLUSTRATIVE PURPOSES ONLY ANDARE NOT FOR CONSTRUCTION
13
ALL FUNCTIONS THER STANDARD,
THE RESTAURANTS C VIEW
FASTOUTSIDE
FOOD OR DRIVE-IN SHALL BEFULLYSCREEN D FROM PUBLISUCH FUNCTIONS
r \
MAY INCLUDE, BUT ARE NOT LIMITED TO, DELIVERY OPERATIONS, LOADING DOCKS, WALKAN
7
COOLERS AND FREEZERS, TRASH RECEPTACLES AND THE LIKE SCREENING MATERIALS
120 0' q 93.3' D MUST MATCH THE PREDOMINATE S OF THE BUILDING
1 BUILDING I j BUILDING BUILDING cb' A \ 14 ELECTRICAL TRANSFORMERS AND NATURAL GAS EQUIPMENT SHALL BE FULLY SCREENED
' RETAIUOFFICEISTANDARD RESTAURANT I I RETAIUOFFICEISTANDARD RESTAURANT 19.7519' 8 38 0' 9 9 00' 4 BUILDING D w I Z EXISTING \ FROM PUBLIC VIEW BY A SOLID HEDGE OF PLANT MATERIAL GRAN ENCLOSURE MEETING
CAI 2 STORY 2 STORY 14,500 SF RETAIUOFFICEISTANOAR o I I 1 2 STORY OFFICE I BUILDING THE CLEARANCE SPECIFICATIONS OF LIGHT AND POWER SUCH ENCLOSURE MUST MATCH
i I o 57.0 PATIO RESTAURANT 170 , 1 .O 65, 8,000 SIF rr \ \ THE PREDOMINATE MATERIALS OF THE BUILDING(S)BEING SERVED TRANSFORMERS MUST
p 1 q 14,500 SF II i I UE UE (TYP) 7,200 SF 5 24.0 V! { V \ \ BE WITHIN TEN FEET OF HARD SURFACE
10' 9T 24.0' 1T 12.75' KUVV
1 1130 J 4 5' SIDEWALK { 4.5' SIDEWALK 6' EAE 3 I I ? EXISTING \ \ 15 FOR ANY DRIVE-IN FACILITY A WALK-UP SERVICE OPTION SHALL ALSO BE PROVIDED
160 0' EAE I i { TREE GRATE P. L _ _ - J Im ASPHALT DRIVE \ \ INCLUDING A WALK-UP AUTOMATIC TELLER MACHINE
tOl I I I i O ' ' Q 9 1 \ \ 16 IN ORDER TO COMPLY WITH OPERATIONAL AND PHYSICAL COMPATIBILITY STANDARDS, THE
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LI O OLI B 5 S I Cl O U B' R15.0 B ! 5 N A OFFSITE EASEMENT, \ OUTDOOR STORAGE OF PRODUCTS OR MATERIALS, INCLUDING TIRE DISPLAY RACKS OR
- 5 - u - 1 - I y - --- - -5 - - I 1 - - = - ��- - CONVENIENCE I a. ® h SEE PLAT USEDTIRES SHALL BE SCREENED FROM PUBLICVIEW INADDITION VENDING MACHINES
I - ► SHOPPING CENTER' 1�, SHALL BE PLACED INSIDE BUILDINGS OR BEHIND SCREEN WALLS
EE GRATE N I m N CONV--;NIENCE -- 1 1 8 s 9 > I ' \
r A ; 8' * � T \ LAND USE STATISTICS
c I o SHOPI ING CENTER 4 i I
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_ MINOR VEHICLE REPAIR,
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SERVICING AND MAINTENANCE
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DRIVE-BUILUINU
IN RESTAURANT
1
6 800 SF
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0 0 54.3'------- T 10003,500 SF 143' I
L jB J 15.0 I
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V SIDEWALK
� � � ENTER SIGN
1 in 1280 - 114.00'
II BUILDING - - - - - - - - - - -
RETAIL
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LEGAL DESCRIPTION
A parcel of land being part of the East Half (E1/2) of Section Nineteen (19), Township
Seven North IT 7N ), Range Sixty-eight West (R 68W ) of the Sixth Principal Mend an
(Bth P M ), City of Fort Collins, County of Lanmer, State of Colorado, and being more
particularly described as follows
COMMENCING at the Northeast comer of said Section 19 and assurmng the East line of
the Northeast Quarter (NEt/4) of said Section 19 as bearing South 00'1347' East, being
a Grid Beanng of the Colorado State Plane Coordinate System, North Zone, Norm
American Datum 1983192, a distance of 2679 27 feet with all other bearings contained
herein relative thereto
THENCE South 00*1342" East along said East line a distance of 163119 feet,
THENCE South 88'04'4T' West a distance of 30 01 feet to the Northeast comer of that
parcel of land described m that Special Warranty Deed (SWD) recorded December 22,
1994 as Reception No 94100658 of the records of the Ladner County Clerk and
Recorder (LCCR), said point being 30 00 feet, as measured at a right angle, West of said
East lire,
THENCE South 00'13'42" East along a lire being 30 00 feet, as measured at a right
angle, West of and parallel with said East lire a distance of 542 29 feet (deed�42 40
feet) to the Northeast comer of that parcel of land described in that Quit Claim Deed
(QCD) recorded October 14, 1997 as Reception No 97067511 of the records of the
LOCR,
THENCE South 88'5T54" West along the North line of that parcel of land described in
said QCD a distance of 7146 feet to the POINT OF BEGINNING, said point being a
point on a curve, said curve being non-tangerd to aforesi d line,
THENCE along the arc of a curve which is concave to the East a distance of 745 feet,
said curve having a radius of 50070 50 feet, a central angle of 00,=1"and a long
chord bearing South 01'1,01" East a distance of 7 45 feet to a Point of Tangency (PT),
THENCE South 01'14'46" East a distance of 306 77 feet to a Point of Curvature (PC),
THENCE along the am of a curve which is concave to the Northwest a distance of 2361
feet, said curve having a radius of 15 00 feet, a central angle of 90'17"' and a king
chord bearing South 43'51'16" West a distance of 2125 feet,
THENCE South 01'21'08" East along a line being non -tangent to aforesaid curve a
distance of 57 00 feet to the beginning point of a curve, said curve being non4angent to
aforesaid tire,
THENCE along the am of a curve which is concave to the Southwst a distance of 23 51
feet, said curve having a radius of 15 00 feet, a central angle of 89.4T56' and a long
chord bearing South 46°OB'44" East a distance of 2118 feet to a Pi,
THENCE South Ot'14'46" East a distance of 444 81 feet to the South lire of mat parcel
f I described in that SWD recorded November 4 20D4 as Reception No
o and
2M)"106576 of the records of the LCCR,
THENCE South 88'5T1 T' West along said South line a distance of 973 05 feet to the
East Rightof-Way (ROW) of the Union Pacific Railroad (UPRR), said point being 7500
feet, as measured at a right angle, East of the centerline of the main back of said UPRR,
The following Three (3) counties and distances are along said East ROW
THENCE North 00'03'14" West along a lire being 75 00 feet, as measured at a nght
angle, East of and parallel with the centerline of the main (rack of said UPRR a distance
of 356 80 feet (deed=339 71 feet) to the East-West Quarter Section lire of sad Section
is,
THENCE North 89°49'17" East along said East-West Quarter Section line a distance of
125 00 feet to a point being 200 00 feet, as measured at a right angle, East of the
centedure of the main track of said UPRR,
THENCE North 00'W14" West along a line being 200 00 feet, as measured at a right
angle, East of and parallel with the centerline of the main track of said UPRR a distance
of 52138 feet deed=53915 feet to the Northwest comer of said parcel of land
( )
described in that SWD recorded November 4, 2004 as Reception No 2OD40106576 of
me records of the LCCR, said point being the beginning point of a curve, said curve
being non -tangent to aforesaid line,
The following 3 courses and distances are along the Northerly line of said parcel of land
described in that SAID recorded November 4, 2004 as Reception No 2004-0108576 of
the records of the LCCR
THENCE along the arc of a curve which is concave to the Southeast a distance of 139 73
feet (deed=135 48 feet), said curve having a radius of 500 00 feet, a central angle of
16'00'45" and a long chord bearing North 60'52'33" East a distance of 139 28 feet to a
PT,
THENCE North 68°52'54" East a distance of 1227 feet,
THENCE South 01'02'W' East a distance of 99 76 beet,
THENCE North 88°5T54" East along the Northerly line of mid parcel oftand described in
that SAID recorded November 4, 2004 as Reception No 2004-0108576 of the records of
the LCCR and along the Northerly line of that parcel of land described in said QCD a
distance of 478 68 feet,
THENCE North 00'01'35" West a distance of 15986 feet,
THENCE North 88'56'43" East a distance of 213 71 feet to the beginning point of a
curve, said curve being non -tangent to aforesaid line,
THENCE along the am of a curve which is concave to the East a distance of 15991 fast,
said curve having a radius of 50070 50 feet, a central angle of 00'1D59" and a long
chard bearing South 01'08'46' East a distance of 159 91 fast to the POINT OF
BEGINNING
Which above described parcel contains 18 304 acres, more or less (t), and is subject to
any nghtsof-way or other easements of record or as now exiabng on said described
parcel of land
-
17.0
\
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11
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\
TIMBERLINE STAR \
1 PROPERTY
DESCRIPTION
GROS3AREA
SO FT '
GROSSAREA
ACRES'
%OF
TOTAL
NETAREA
SO Fr-
NETAREA
ACRESTOTAL
%OF
PERMITTED LAND USES, TYPE I
AREA
%OF
TOTAL
BUILDING COVERAGE
206,070 SQ FT
4 73 ACRES
23%
206,073 SO FT
4 73 ACRES
26%
OFFICES, FINANCIAL SERVICES AND CLINICS
17,000 SQ Fr
8%
DRIVES AND STREETS
355,060SQ FT
815ACRES
38%
273,169 SO FT
627ACRES
34%
MINOR VEHICLE REPAIR, SERVICING
AND MAINTENANCE ESTABLISHMENTS
16,000 SQ FT
8%
LANDSCAPE
220,607 SO Fr
5 06 ACRES
24%
203,238 SO FT
46%ACRES
26%
ENCLOSED MINI STORAGE
107,970 SO FT
52%
SIDEWALKS/PAVING
50,946 SO FT
1 17 ACRES
6%
31,919 SO FT
0 73 ACRES
4%
T
I
30' OFFSITE EASEMENT,
SEE PLAT
1
<
0IC
'
ASPHALT DRIVE
t
3
CONNECTION TO EXISTING
5
DRIVE, SEE CIVIL.
IN
NOW01_35"W_ 159_86'
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O
BIBUILDING
N
MINOR
VEHICLE
PATIO
REPAIR,
I
SERVICING $
17.0'am
MAINT.
13'
to
4,600 SF
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50.0
17.0'
111 17.0
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WALL
RETAINING
'
I i1 1 UE $ DE ovrl_v i W LINE r
BUILD TO LINE 1 UE $ DE I i 1 1
DETENTION I i i 4.5' SIDEWALK I _ D_ETENTIO_N- - - I - - - - - - - - - - -
4.6 SIDEWALK �" I - - - -
(DRAINAGE EASEMENT) RETAINING WALL - - - - - - - - - - (DRAINAGED EASEMENT) T SIDEWALK
-J - ---
-------- LiZ25.0' a '
Q-------------- ---F------------
I DEWALK
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LENGTH: 2'
LENGTH. 23 61'
.51'
RADIUS: IV
S01°21'08"E
RADIUS- 16
DELTA: 89°4T56"
5700'
DELTA: 90°12'04"
---------------CHORD: 21.1V-----_7
~
CHORD 2125'
BEARING: S46°08'44"E
i
BEARING: S43°51'16'W
-
--------- '�
- -
- - - - - - - - - - - - - - - - - - - -
TIMBERLINE ROAD
LENGTH: 159.91'
RADIUS: 50070.50'
DELTA: 00010'59"
CHORD. 159.91'
DETENTION 82,923 SO FT 190 ACRES 9% 82,923 SQ FT 1 90 ACRES 10% PERMITTED LAND USES, TYPE 11
CONVENIENCE SHOPPING CENTER 65,100 SQ FT 32%
TOTAL S1TE AREA 915,6W SO FT 12102 ACRES 10o% 797,322 SQ FT 18730 ACRES 100%
*GROSS AREAS MEASURED TO THE CENTERLINE OF TIMBERLINE RD , JOSEPH ALLEN DR AND TOTAL 1206,070 SO Fir 1 100%
BEAR MOUNTAIN ROAD CONVENIENCE SHOPPING CENTER INCLUDES RETAILSTORES,
'• NET AREAS EXCLUDE THE PUBLIC RIGHT-OF-WAY ON TIMBERLINE ROAD, JOSE PH ALLEN STANDARD AND & DRIVE-IN RESTAURANTS, PROFESSIONAL OFFICES,
DRIVE AND BEAR MOUNTAIN ROAD MINOR VECHICLE REPAIR, SERVICEING AND MAINTENANCE
STREET RIGHT-OF-WAY 118,287 SO FT CONVENIENCE SHOPPING CENTER 260,168SQFT /597AC
EXISTING ZONING 1- INDUSTRIAL DISTRICT
PROPOSED BUILDING HEIGHT 34'-0"
PLANNING CERTIFICATE
APPROVED BY THE PLANNING DIRECTOR OF THE CITY OF FORT COLLINS, COLORADO
ON THIS DAY OF ,20
Director of Planning
NNER'S CERTIFICATION
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT WIVE ARE THE LAWFUL OWNERS
OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT
II ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PUN
Owner (signed) Data
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME 3Y
THIS DAYOF AD, 20
iPNM,1wE)
AS
MY COMMISSION EXPIRES
WITNESS MY HAND AND OFFICIAL SEAL
IWTW01611c Att =
INNER'S CERTIFICATION
IOF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBYCERTIFY THAT
IIWE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PUIN
BEARING: S01908'46"E
Owner (signed) Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS DAY OF AD, 20 _
,PMMtNIEJ
AS
MY COMMISSION EXPIRES
m�
WITNESS MY HAND AND OFFICIAL SEAL
f
g o
In
fpTA"YGIRIt AIDREBB
PARKING ANALYSIS
LAND USES
MAXIMUM
PARKING
MAX PARKING
PARKING
SO FT
RATIO
ALLOWED
PROVIDED
ENCLOSED
MINI STORAGE
107,970
3SPACES
COMMERCIAL
CENTER
98,100
5/11000 SQ FT
490 SPACES
444 SPACES
TOTAL
206,070
490 SPACES
447 SPACES
NOTE ALL PARKING ON SITE IS TO BE SHARED BETWEEN USES
PROVIDED-21 HANDICAP PARKING REQUIRED-9
(INCLUDED IN NUMBER OF TOTAL PARKING SPACES)
BIKE PARKING PROVIDED 55
LEGEND
T
TRASH/RECYCLING ENCLOSURE
B
BIKE RACK
lot.
PAINTED CROSSWALK
RAMP
HANDICAP PARKING STALL
PARKING LOT LIGHT POLES
SIGN
FC
FLUSH CURB
STREET LIGHT POLES
Q
TREE GRATE
UE
UTILITY EASEMENT
TR
TRANSFORMER
DE
DRAINAGE EASEMENT
EAE
EMERGENCY ACCESS EASEMENT
SB
SETBACK LINE
3Y NORTH
O 25 50 100
SCALE: 1" = 50'
This is a Land Use Planning Document,
not a Construction Document Refer to
Civil Engineering Plans
TIMBERLINE
CENTER
Timberline Road I
Fort Collins, CO 80550
-- architecture - land planning
landscape architecture - interior design
401 West Mountain Avenue Suite 200 Fort Collins CO 80521
fax 970224 1662 phone 970/2241191 www vfrdesigninc corn
In association with:
APPLICANT
V F Ripley
401 West Mountain Avenue
Fort Collins CO 80521
(970) 224-5828
(970)224-1662 Fax
OWNER
TIMBERLINE DEVELOPMENT, LLC
P O Box 1046
Loveland, CO 80539
(970) 218-7717
(970)223-9586 Fax
Kns Fleischh
TIMBERLINE AUTOPLEX, LLC
601 Breakwater Drive
Fort Collins, CO 80525
(970)229-0700
(970)282-9161 Fax
Craig Hau
ARCHITECT
ARCHITECTURE WEST, LLC
4710 S College Avenue
Fort Collins, Cc 80525
(970)207-0424
(970) 207-9191 Fax
ENGINEER
Irderwest Consulting Group
1218 West Ash
Suite C
Wndsor, CO 80550
(970) 674-33.0
(970)674-3303 Fax
SURVEYOR
RJL SURVEYS
113 Cameron Drive
Suite B
Fort Collins, CO 80525
(970) 226-3007
(970)223-3027 Fax
Issued
No. Description Date
1 MINOR AMENDMENT 09-12-08
Revisions
No Description Date
MINOR AMENDMENT
Seal
Project No.: R04-051 Drawn by: SM
Reviewed by: LR
FINAL
SITE PLAN
Scale Accordingly if Reduced
Drawing Number
1 OF 8
T -.5