HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - PDP210017 - SUBMITTAL DOCUMENTS - ROUND 2 - LETTER OF INTENTDecember 20, 2021
City of Fort Collins
Development Review
281 North College Avenue
Fort Collins, CO 80524
RE: Letter of Intent for Fort Collins Nissan-KIA Development
Dear Development Review Coordinator:
Christian Core Academy is the owner of the Crestridge Condos property (Parcels #9611127000,
#9611127001, #9611127002 & #9611127003) located at 125 Crestridge St. in Fort Collins. This property
abuts property owned by WWW Properties LLC that will be redeveloped with the proposed Fort Collins
Nissan-KIA Development. We understand that the Fort Collins Nissan-KIA development plan shows the
removal of Crestridge Street and vacation of the public right of way immediately north of the Crestridge
Condos property as preliminarily shown on Exhibit A. We understand that a driveway access with an
access easement will be provided by Nissan KIA in order for the Crestridge Condos property to have a
second access point to Venus Avenue as preliminarily shown on Exhibit B.
We will work with Fort Collins Nissan-KIA as their development submittals proceed regarding the
proposed development as approximately shown on Exhibits A & B.
Sincerely,
Leslie Leis
Christian Core Academy Board Member
Attachments:
Exhibit A – Fort Collins Nissan-KIA Detailed Existing Conditions and Removals Plan - South
Exhibit B – Fort Collins Nissan-KIA Detailed Horizontal Control Plan - South
DocuSign Envelope ID: 47883F15-CF2F-46E4-8A98-E12B7BD204CB
12/20/2021
EXISTING SIGN TO BE REMOVED
EXISTING 24" IRRIGATION PIPE
EXISTING HEADWALL
TO BE REMOVED
EXISTING FENCE TO BE REMOVED
EXISTING SIGN TO BE REMOVED
R.O.W. (VARIES)
FL-FL (VARIES)
EXISTING
14" WATER
EXISTING 6" WATER
TO REMAIN
EXISTING 6" WATER
EXISTING FENCE TO BE REMOVED
EXISTING WOOD POSTS
TO BE REMOVED
60' R.O.W.
(TO BE VACATED)
EXISTING GRAVEL PARKING AREA
TO BE REMOVED
60' R.O.W.
EXISTING 8" SANITARY
EXISTING WETLANDS
TO BE RELOCATED
EXISTING 24" IRRIGATION PIPE
(SEE NOTE 8)
REMOVE EXISTING CURB & GUTTER
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING
CONCRETE PAN
REMOVE EXISTING CURB & GUTTER
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING
CURB, GUTTER & SIDEWALK
REMOVE EXISTING
SIDEWALK BARRICADE
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTES 4&7)
EXISTING STORM &
STRUCTURE TO BE
REMOVED
EXISTING PRIVATE
LIGHTING AND ELECTRIC
TO BE REMOVED
EXISTING CONCRETE
WALL TO BE REMOVED
COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
MARS DRIVEEXISTING
CRESTRIDGE
CONDOS
BUILDING
TO REMAIN
#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#201
EXISTING#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING
#230
EXISTING
CRESTRIDGE DRIVE
EXISTING BUILDING
TO BE REMOVED
EXISTING TREE TO
BE REMOVED (TYP.)
(SEE NOTE 6)
EXISTING DIRT ROAD TO BE REMOVED
EXISTING FLAG POLE
TO BE RELOCATED
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 7)
EXISTING ELECTRIC TO BE
LOWERED AND/OR
RELOCATED WITH HWY 287
WIDENING (SEE NOTE 7)
REMOVE 1550 LF
STRIPING
REMOVE TURN
ARROW (TYP)
REMOVE TURN
ARROW (TYP)
REMOVE 343 LF
STRIPING
EXISTING CONTAINERS
TO BE REMOVED
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA12/13/2021U21004
1" = 40'
1" = N/A
12/13/20216:07:51 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - DETAILED EXISTING CONDITIONS PLANS.DWGC1.0X - DETAILED EXISTING CONDITIONS PLANS####C1.02
25DETAILED EXISTING CONDITIONS ANDREMOVALS PLAN - SOUTH7
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
LOT LINE
PROPERTY BOUNDARY
RIGHT OF WAY
EASEMENT
CENTERLINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
REMOVE EXISTING CURB & GUTTER
REMOVE EXISTING FENCE
SAWCUT LINE
REMOVE EXISTING UTILITY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING BUILDING
REMOVE EXISTING CONCRETE
REMOVE EXISTING TREE
SETBACK
REMOVE EXISTING UTILITY STRUCTURE
REMOVE EXISTING GRAVEL
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES
NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.
EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT
ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA
INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,
ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND
UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY
ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A
RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE
NEAREST JOINT.
4.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
5.CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH
THE EXISTING BUILDING WITH THE ARCHITECTURAL DRAWINGS.
6.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING
TREES AND OTHER PLANTINGS SHOWN ON THIS DEMOLITION PLAN
WITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY A
BUSINESS HOLDING A CURRENT CITY OF FORT COLLINS ARBORIST
LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE
OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE
REMOVED.
7.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
8.THE LOCATION OF THE EXISTING 24" IRRIGATION PIPE NORTH OF
THE SOUTHERN PROPERTY LINE IS UNKNOWN. THE PIPE SHALL BE
LOCATED AND REMOVED WITH THE RELOCATION OF THE
IRRIGATION SYSTEM AS SHOWN ON THE UTILITY PLANS.
ASPHALT MILL & OVERLAY
NORTH0 40'80'
SCALE: 1" = 40'
20'
COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
MARS DRIVE#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#201
EXISTING#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING
#230
EXISTING
NISSAN DEALERSHIP BUILDING
KIA DEALERSHIP BUILDING
EXISTING
CRESTRIDGE
CONDOS BUILDING
TO REMAIN
125 CRESTRIDGE ST.
PROPOSED WALL
PROPOSED DETENTION POND
PROPOSED BIORETENTION POND
PROPOSED
LANDSCAPE WALLS
(TYP.)
PROPOSED
DETENTION POND
PROPOSED
LANDSCAPE
WALLS (TYP.)
PROPOSED LANDSCAPE WALL (TYP.)
PROPOSED
LANDSCAPE WALLS
(TYP.)
6.5'
50' FL-FL
5' SIDEWALK
72' R.O.W.
9' UTILITY EASEMENT
26'
EAE
26'
24'
EAE
17' (TYP.)
17' (TYP.)17' (TYP.)
17' (TYP.)
19' (TYP.)
17' (TYP.)
17' (TYP.)
9' (TYP.)
26'
17' (TYP.)
9' (TYP.)
17' (TYP.)
17' (TYP.)
24'
17' (TYP.)
9' (TYP.)
19'
19'
17' (TYP.)
9' (TYP.)
9' UTILITY EASEMENT
5' SIDEWALK
6'
6'
26'
24'
24'
28'
32'
8'
17' (TYP.)
9' (TYP.)
19' (TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
24'
9' (TYP.)
17' (TYP.)
9' (TYP.)
17' (TYP.)
26' (TYP.)
32'
EAE
24'
EAE
20' IRRIGATION
EASEMENT
20' SANITARY EASEMENT
20' DRAINAGE EASEMENT
19'
19'
20' SANITARY EASEMENT
20' WATER EASEMENT
LOT 2
BLOCK 1
TRACT A
TRACT
B
UTILITY & DRAINAGE EASEMENT
(WIDTH VARIES)
26'
EAE
24'
EAE
26'
EAE
26'
EAE
PROPERTY CORNER
N:1428367.71
E:3117429.97
PROPERTY CORNER
N:1428195.98
E:3117369.70
PROPERTY CORNER
N:1427606.05
E:3118259.48
PROPERTY CORNER
N:1427602.31
E:3117965.56
PROPERTY CORNER
N:1427731.38
E:3117975.83
PROPERTY CORNER
N:1427731.23
E:3117964.40
PROPERTY CORNER
N:1427728.82
E:3117774.42
PROPERTY CORNER
N:1427724.19
E:3117409.11
20' EXISTING UTILITY EASEMENT
20' IRRIGATION EASEMENT
15' UTILITY EASEMENT
20' IRRIGATION EASEMENT
LOT 1
BLOCK 2
LOT 1
BLOCK 1
PROPOSED FIRE HYDRANT (TYP.)
PROPOSED WETLAND
CHANNEL
PROPOSED
BIORETENTION POND
POND OUTLET (TYP.)
100' NATURAL HABITAT
BUFFER ZONE
150' RIGHT-OF-WAY
LOT LINE AFTER
ROW VACATION
60' UTILITY
& DRAINAGE
EASEMENT
LOT
LINE
(TYP.)
7'
8'
10'
8'
7'
10'
7'
8'
10'
10'
STORM INLET (TYP.)
26'
2.5' CATCH CURB
12' CONCRETE PAN
235'
TRANSITION
TAPER
99' FL-FL
135'
TRANSITION
TAPER
SMOKEY
DRIVE
235'
TRANSITION
TAPER
5' SIDEWALK
ON-STREET PARKING
BIKE LANE W/ 3' BUFFER
BEGIN NORTHBOUND PARKING
ON-STREET PARKING
END SOUTHBOUND PARKING
BIKE LANE
55' CL-FL
9'
13'
12'
270'
TURN
BAY
PROPERTY CORNER
N:1428035.68
E:3118260.47
SECTION LINE
PROPOSED DOUBLE
STACKED PARKING
FOR CAR STORAGE
19' (TYP.)
9' (TYP.)
9' (TYP.)9' (TYP.)
19' (TYP.)
3'
3'
BIKE LANE W/ 3' BUFFER
TRANSITION BIKE LANE BUFFER
LOT LINE AFTER R.O.W.
VACATION (COINCIDES WITH
EXISTING LOT LINE SINCE
ROW WAS ENTIRELY
DEDICATED BY NORTHERN
PROPERTY OWNER.
24' ACCESS & EMERGENCY
ACCESS EASEMENT
8' SIDEWALK PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA12/13/2021U21004
1" = 40'
1" = N/A
12/13/20216:07:20 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.02
25DETAILED HORIZONTAL CONTROL PLAN - SOUTH10
NORTH0 40'80'
SCALE: 1" = 40'
20'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
GENERAL NOTES
1.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
2.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.
LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS
OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND
IS SHOWN FOR INFORMATION ONLY. REFER TO THE
ARCHITECTURAL PLANS FOR COMPLETE GRID LINE
INFORMATION.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
4.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5.REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL
BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7.PAVING AREAS (EXCLUDING SIDEWALKS) NOT DESIGNATED AS
"HEAVY DUTY" SHALL CONSIST OF "LIGHT DUTY OR PARKING"
PAVEMENT. SEE THE GEOTECHNICAL REPORT AND PAVEMENT
SECTION DETAILS FOR MORE INFORMATION.
8.REFER TO SHEETS C5.00 & C5.01 FOR ROADWAY PLAN &
PROFILES.
9.REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
UTILITY EASEMENT
ACCESS EASEMENT
6'