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TITLE CERTIFICATION
I, ____________________ AN AUTHORIZED REPRESENTATIVE OF _______________________ A TITLE INSURANCE
COMPANY LICENSED TO DO BUSINESS IN THE STATE OF COLORADO, HAVE MADE AN EXAMINATION OF THE
PUBLIC RECORDS AND STATE THAT ALL OWNERS, MORTGAGEES AND LIEN HOLDERS OF THE PROPERTY ARE
LISTED IN THE CERTIFICATE OF OWNERSHIP AND LIENHOLDER SUBORDINATION CERTIFICATE.
______________________________________
AUTHORIZED REPRESENTATIVE AND TITLE
______________________________________
TITLE INSURANCE COMPANY
SIGNED THIS _______ DAY OF ______________, 20___
SURVEYOR'S CERTIFICATE
I, JOHN E. KRATZ, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO
HEREBY CERTIFY THAT THE SURVEY AND LEGAL DESCRIPTION REPRESENTED BY THE THIS SITE
DEVELOPMENT PLAN WAS MADE UNDER MY SUPERVISION AND THIS SITE DEVELOPMENT PLAN
ACCURATELY REPRESENTS THAT SURVEY.
. .
JOHN E. KRATZ P.L.S. 20142 DATE
FOR AND ON BEHALF OF RED ROCK LAND SURVEYS
LARIMER COUNTY CLERK AND RECORDER'S CERTIFICATE
THIS SITE DEVELOPMENT PLAN WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY CLERK AND
RECORDER OF LARIMER COUNTY AT ________, ON THE ________ DAY OF _________________, AD 20___. AT
RECEPTION NO. ____________________
LARIMER COUNTY CLERK AND RECORDER
BY: ____________________________
DEPUTY
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF____________ AD, 20___
BY: _____________________________.
WITNESS MY HAND AND OFFICIAL SEAL
____________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES ___________________
OWNERSHIP CERTIFICATE
THE UNDERSIGNED ARE ALL OF THE OWNERS OF CERTAIN LANDS DESCRIBED HEREON.
BY:_____________________________________________________________________
NAME: TITLE:
MORELAND PROPERTIES, LLC.
A COLORADO LIMITED LIABILITY COMPANY
SIGNED THIS ______ DAY OF ________________ AD, 20___
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF____________ AD,
20___
BY: ___________________________, AS _________________ OF MORELAND PROPERTIES, LLC.
WITNESS MY HAND AND OFFICIAL SEAL
____________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES ___________________
OWNER/DEVELOPER:
COMMERCIAL BUILDING SERVICES
7561 S. GRANT STREET, SUITE A-4
LITTLETON, COLORADO 80122
PHONE: (303) 730-3001
CONTACT: STEVE MORE
ENGINEER / PLAN PREPARER:
PARAGON ENGINEERING CONSULTANTS, INC.
GENERAL NOTES:
1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE
REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE
STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL
EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT
PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT
SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL
BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE
SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.
5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS
SHOWN WITH THESE PLANS.
6. [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP].
7. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND
USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS
TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
8. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE
CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC
VARIANCE IS GRANTED BY THE CITY.
9. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN
APPROVED FIRE EXTINGUISHING SYSTEM.
10. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
11. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL
STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING
SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN
DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
12. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES
ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS’
ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT
STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. AND, IF APPLICABLE:
13. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS
ADJACENT TO EACH RESIDENTIAL LOT.
14. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT
IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF
PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF
MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS),
ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT
BE PLANTED IN TURF GRASS.
15. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS,
CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE
REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE
ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
16. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR
OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS
ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE
LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR
REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
17. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE
FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS
NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS,
BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE
FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A
CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED
FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
18. NO VEHICLE DISPLAY ON DESIGNATED LANDSCAPE.
FORT COLLINS JEEP
SS
SS
S S S
S S S
W W W W W W
W
W
W
W
S S S
S
S
S S S
S
W W
W
W W
W
W W W W W W W
S
S
S S
S
X
X
X X X X
X
X
X
X
X X X X
X
X
X
X
X
X
S89°53'00"E 2649.99'
(BASIS OF BEARINGS)
POINT OF COMMENCEMENT
SE COR. SEC. 35
T.7N, R.69W, 6TH P.M.
FOUND 2-1/2" ALUM. CAP
IN RANGE BOX
PLS 17497
S. 1/4 COR. SEC. 35
T.7N, R.69W, 6TH P.M.
FOUND 3-1/4" ALUM. CAP
IN RANGE BOX, PLS 5028
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
CONC. BIKE
PARK
GAS LINE
MARKER
"BIKE LANE"
MEDIAN CURB
(ASPHALT)
SOUTH MASON STREET
COMMS
TEL.
(ASPHALT PARKING LOT)
(DIRT)
(ASPHALT)
TRANSFORT BUS STOP
(967.13')
23'
16'
7'
16'
X
X
X
X
X
X
X X X X
X
X
X
X
X
X
X X
X X X
X
X
ONLY
ONLY
20.3'
20.1'
67.7'
23'
8.5'
X X X X X X
X
X
X
X
X X X X X
X
X
X
X
X
(ASPHALT PARKING LOT)
5046
5046
5044
5044
5044
5042
5044
5046
5042
5040
5044
5048
5046
5046
5046
5042
S89°53'00"E 2649.99'
(BASIS OF BEARINGS)
(GRASS & TREES)
METAL VEHICLE SHED
W/ OVERHANG
126' X 31' (TO REMAIN)
LOT 1
PEDERSON AUTO
PLAZA SUBDIVISION
(CONC.
INTERSECTION)
(R.O.W. WIDTH VARIES)
SE COR. SEC. 35
T.7N, R.69W, 6TH P.M.
FOUND 2-1/2" ALUM. CAP
IN RANGE BOX
PLS 17497
S. 1/4 COR. SEC. 35
T.7N, R.69W, 6TH P.M.
FOUND 3-1/4" ALUM. CAP
IN RANGE BOX
PLS 5028
"BIKE
LANE" SIGN
TRAFFIC LIGHT POLE
BACK OF CURB
BUS ROAD
STORAGE SHED
8'X10' (TO REMAIN)
EXCEPTED
PARCEL
EXCEPTED PARCEL 20100010805
20100015829
EXIST. WATER
METER
EXISTING TREES
EXISTING
SHRUBS
EXISTING
SHRUBS
EX. LIGHT POLE
TO BE RELOCATED
EXIST. FENCE
EXIST. FIRE
HYDRANT
"BUS STOP"
TRANSFORMER
(TO REMAIN)
EXIST. FIRE
HYDRANT
(ASPHALT PARKING LOT)
27.0'
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 30,766 S.F.
FINISHED FLOOR = 5045.9
ZONED - CG
7
7
4
5
5
WEST HARMONY ROAD
VEHICLE DISPLAY
CUSTOMER CUSTOMER
CUSTOMER
6
EMPLOYEE
EX. 1-STORY METAL
BUILDING TO REMAIN
EX. 1-STORY OPEN METAL
GARAGE TO REMAIN
BIKE RACK (4)
12
12
11
11
16
14
14
9
13
13
11
10
15
7
6
9
9
12 12
11
12 12
7
13
PROPOSED BUS STOP
5707 S.F. R.O.W.
DEDICATED TO CITY
PROPOSED 6' SOLID
FENCE
PROPOSED COVERED
CANOPY
PROPOSED 6'
VINYL-CLAD FENCE
CONC. DRAINAGE
CHANNEL
CONC. DRAINAGE
CHANNEL
PROPOSED 6' CHAIN-LINK
FENCE ALONG WEST
PROPERTY LINE
END PROPOSED 6'
CHAIN-LINK FENCE
ALONG WEST
PROPERTY LINE
PROPOSED
ROLLING GATE
4"Ø X 30" H, PIPE BOLLARDS,
FILL WITH CONC. CAP AND
PAINT, TYP. INSTALL @ 6' 0.C.
4"Ø X 30" H, PIPE BOLLARDS,
FILL WITH CONC. CAP AND
PAINT, TYP. INSTALL @ 6' 0.C.
EXISTING 6' CHAIN-LINK
FENCE ALONG PARKWAY
PROPOSED
ROLLING GATE
JEEP HILL
DISPLAY
8' WIDE CONC. PATH FROM SIDEWALK TO
BLDG., LIGHT BOLLARDS ON BOTH SIDES OF
AREAS WHERE PARKING IS ADJACENT
VEHICLE STORAGE
EMPLOYEE
EMPLOYEE
15
TRASH ENCLOSURE
METAL PANEL W/ GATES
COLOR TO MATCH BLDG.
214 S.F. R.O.W.
DEDICATED TO CITY
PROPOSED TRANSIT
ESMT.
EXIST. FENCE
W/ GATE
PROPOSED
ROLLING GATE
6
PROPERTY
LINE
PROPOSED ASPHALT
AREA OF CONC.
ENCROACHMENT
CITY OF FORT COLLINS
REC. NO. 20120033213
INLET GRATE
EXISTING TREES
16' 36'
23'
36'
23' 23'
16'
28'
18'
36'
23'
16'
18'
25'
16'
16'
16'
23'
36'
16'
36'
22.1'
24'
9'
9'
9'
9'
9'
18'
18'
18'
9'
8.5'
9'
9'
9'
9'
9'
9'
9'
9'
12.8'
9'
9'
9'
9'
8'
9'
9'
9'
9'
9'
9.5'
10.2'
23.7'
20.4'
10.8'
2.9'
11.4'
8.7'
23'
29.5'
149.9'
83.2'
82.8'
88.1'
12'
12'
9'
5' UTILITY
EASEMENT
2'
2'
15' U.E.
15' U.E.
8' BIKE LANE
8' PARKING LANE
12' TURN LANE
4.5' TREELAWN
10' SIDEWALK
20' EMERGENCY
ACCESS ESMT.
11' DRIVE LANE
16'
20' EMERGENCY
ACCESS ESMT.
25.3'
15' DRAINAGE
ESMT.
EXIST. 60' R.O.W.
PROPOSED 72' R.O.W.
15' DRAINAGE
ESMT.
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
15' DRAINAGE
ESMT.
20' EMERGENCY
ACCESS ESMT.
9'
100' RAILROAD
R.O.W.
18'
9'
EXIST. CURB CUT
EXIST. SIDEWALK
CONC. DRAINAGE
CHANNEL
X
EX. 1-STORY OPEN
METAL GARAGE
PROPERTY
LINE
100' RAILROAD
R.O.W.
Feet
0 30 60
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
PROPERTY LINE
LOT / TRACT LINE
LEGEND:
S S
W W
EXISTING SANITARY LINE W/ MH
EXISTING STORM LINE W/ MH
EXISTING WATER LINE
EXISTING STORM AREA INLET
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
D
Y
H
EXISTING STORM TYPE 'R' INLET
RIGHT-OF-WAY
E E EXISTING ELECTRIC LINE
G G EXISTING GAS LINE
X X EXISTING FENCE LINE
5530 PROPOSED CONTOUR
5530 EXISTING CONTOUR
S S PROPOSED SANITARY SEWER W/ MH
PROPOSED STREET SIGN
PROPOSED STORM SEWER W/ MH
W W PROPOSED WATER LINE
PROPOSED FIRE HYDRANT
CTV EXISTING CATV LINE
CENTERLINE R.O.W.
EXISTING ASPHALT
PROPOSED EASEMENT LINE
EXISTING EASEMENT LINE
PROPOSED WATER VALVE
PROPOSED WATER FITTINGS
4
5
PROPOSED TYPE 'R' INLET
PROPOSED FLARED END SECTION
EXISTING RIGHT-OF-WAY
PROPOSED STREET LIGHT
D
S
PROPOSED TRAIL
COM COM EXISTING COMMUNICATION LINE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPOSED CONCRETE
FORT COLLINS JEEP
PROJECT DEVELOPMENT PLAN
SITE PLAN
TWD 03/15/17 1" = 30'
JLC 16-018
4
A SUBMITTED TO FTC 03/15/17
SIDEWALK REPAIR NOTE:
ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS,
DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE
OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
MATCHLINE - LOWER RIGHT
MATCHLINE - UPPER LEFT
"PUSH TO WALK"
(TO BE RELOCATED)
BACKFLOW PREVENTER
AND VALVE CONTROL BOX
COBBLESTONE LANDSCAPE
(TYPICAL, TO BE REMOVED AND
STOCK PILED FOR LATER USE)
COVERED BUS STOP
(TO BE STORED AND
RELOCATED)
COMMS
TEL.
EX. TRAFFIC LIGHT
POLE
MAILBOX
INLET GRATE (REMOVE)
(ASPHALT PARKING LOT)
GATE
(REMOVE)
(GATE)
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 25,430 S.F.
FINISHED FLOOR = 5045.9
TRANSFORMER
TO REMAIN
(PROTECT DURING
CONSTRUCTION)
100.3
27.0
20.4
116.7
19.8
44.0
36.0
26.0
65.0
80.0
20.0
20.0
20.5
20.5
39.1
40.5 27.0
15.0
12.5
8.7
(GATE)
(GRASS &
TREES)
(RAISED CONC.
DOCK)
(DIRT)
METAL VEHICLE SHED 126' X 31'
W/ OVERHANG
TO REMAIN
(ASPHALT PARKING LOT)
(ASPHALT PARKING LOT)
LOT 1
PEDERSON AUTO
PLAZA SUBDIVISION
(CONC.
INTERSECTION)
(ASPHALT)
TRANSFORT BUS STOP
BACK OF CURB
BUS ROAD
(967.13')
EX. CHAIN-LINK FENCE
TO REMAIN ALONG
PROPERTY LINE
8'X10' STORAGE SHED TO REMAIN
20.3'
20.1'
67.7'
80.9'
78.3'
108.7'
EXCEPTED
PARCEL
20100010805
EXCEPTED PARCEL
20100015829
5040
5042
5044
5042
5042
5042
5046
5044
5044
5050
5046
5048
5046
5042
5044
5040
5044
5042
5044
5046
5046
5046
5046
5048
5046
5046
10" AC
EX. SEWER SERVICE
EX. FIRE HYDRANT
(TO BE RELOCATED)
8" WATER
8" SANITARY
"PED X-ING"
(GRASS &
TREES)
(GRASS &
TREES)
"BUS STOP"
RELOCATE
EX. CONCRETE TO
BE REMOVED
EX. CONCRETE TO
BE REMOVED
EX. CONCRETE PAD TO
BE REMOVED
EX. SEWER SERVICE
TO BE ABANDONED AND
DISCONECTED AT MANHOLE
EX. TREES TO
BE REMOVED
EX. TREES TO BE
REMOVED AND REPLACED
REMOVE AND REPLACE
EXISTING ASPHALT
REMOVE AND REPLACE
EXISTING ASPHALT
REMOVE AND REPLACE
EXISTING ASPHALT
REMOVE AND REPLACE
EXISTING ASPHALT
EX. CONCRETE TO
BE REMOVED
EX. CONCRETE TO
BE REMOVED
EX. TREES AND
SHRUBS TO
BE REMOVED
AND REPLACED
EX. TREES AND
SHRUBS TO
BE REMOVED
EX. TREE TO
BE REMOVED
AND REPLACED
EX. TREES TO
BE REMOVED
AND REPLACED
EX. CONCRETE TO
BE REMOVED
EX. FENCE TO
BE REMOVED
EX. SIGN
(REMOVE)
EX. STREET LIGHT
TO BE RELOCATED
EX. FENCE TO
BE REMOVED
EX. FENCE AND
GATE TO BE
REMOVED
EX. WATER METER
(TO BE REMOVED)
ELEC. BOX
(RELOCATE)
STORM INLET
(TO BE REPLACED)
DEMO EX. CURB, GUTTER
AND SIDEWALK
DEMO EX. DRIVECUT
AND SIDEWALK
DEMO EX. CURB, GUTTER
AND SIDEWALK
DEMO EX. CONCRETE
PAD AT BUS STOP
EX. FENCE TO
BE REMOVED
EX. FENCE TO
BE REMOVED
REMOVE EX. CURB, GUTTER,
SIDEWALK AND TREES AT
NEW BUS STOP TURN OUT
5' UTILITY
EASEMENT
PROPERTY LINE
PROPERTY LINE
CITY OF FORT COLLINS
REC. NO. 20120033213
EXIST. BLDG TO
REMAIN
EX. CURB CUT
±33'
PROPERTY
LINE
X
EXIST. BLDG TO
REMAIN
PROPERTY
LINE
Feet
0 30 60
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
PROPERTY LINE
LOT / TRACT LINE
LEGEND:
S S
W W
EXISTING SANITARY LINE W/ MH
EXISTING STORM LINE W/ MH
EXISTING WATER LINE
EXISTING STORM AREA INLET
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
D
Y
H
EXISTING STORM TYPE 'R' INLET
RIGHT-OF-WAY
E E EXISTING ELECTRIC LINE
G G EXISTING GAS LINE
X X EXISTING FENCE LINE
5530 EXISTING CONTOUR
CTV EXISTING CATV LINE
CENTERLINE R.O.W.
EXISTING ASPHALT
EXISTING EASEMENT LINE
EXISTING RIGHT-OF-WAY
D
COM COM EXISTING COMMUNICATION LINE
EXISTING TREE/SHRUB
EXISTING LIGHT
SS
EXISTING FENCE
EXISTING ELEC. BOX
EXISTING IRRIGATION
FORT COLLINS JEEP
PROJECT DEVELOPMENT PLAN
EXISTING CONDITIONS PLAN
TWD 03/15/17 1" = 30'
JLC 16-018
3
A SUBMITTED TO FTC 03/15/17
MATCHLINE - LOWER RIGHT
MATCHLINE - UPPER LEFT
PROJECT DEVELOPMENT PLAN
GENERAL NOTES
TWD 03/15/17 N/A
JLC 16-018
2
A SUBMITTED TO FTC 03/15/17
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
7852 S. ELATI STREET, SUITE 106
LITTLETON, COLORADO 80120
PHONE: (303) 794-8604 FAX: (303) 795-3072
CONTACT: TROY DENNING, P.E.
CONTACTS:
CIVIL ENGINEER'S STATEMENT
I, TROY W. DENNING, BEING A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO,
HEREBY ATTEST THAT ALL GRADING, UTILITY AND DRAINAGE IMPROVEMENTS IDENTIFIED ON THIS SITE
DEVELOPMENT PLAN HAVE BEEN DESIGNATED AND ENGINEERED IN CONFORMANCE WITH ALL CITY OF
FORT COLLINS PUBLIC WORKS CONSTRUCTION STANDARDS.
. .
TROY W. DENNING P.E. 34200 DATE
PARAGON ENGINEERING CONSULTANTS, INC.
PLANNING COMMISSION RECOMMENDATION
THIS SITE DEVELOPMENT PLAN DEPICTED HEREON WAS RECOMMENDED FOR APPROVAL BY THE PLANNING
COMMISSION OF THE CITY OF FORT COLLINS, COLORADO ON THE _____ DAY OF __________. 20_____.
__________ _________________ ______________________________________
CHAIR DATE
ATTEST:
__________ ____________________________ _______________________________________
DIRECTOR OF DEVELOPMENT SERVICES DATE
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
FORT COLLINS JEEP DEALERSHIP - PROJECT DEVELOPMENT PLAN
LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 35,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Reviewed by:____________________________________________________________
LARIMER COUNTY ENGINEERING DATE
LANDSCAPE PLANNER:
CENTENNIAL, CO. 80120
PHONE: (303) 741-3467
CONTACT: PEGGY GOLDEN, RLA,ASLA #261
TOWN COUNCIL APPROVAL
THIS SITE DEVELOPMENT PLAN WAS APPROVED BY THE TOWN COUNCIL OF THE CITY OF
FORT COLLINS, COLORADO, ON THE ______ DAY OF _______________________, 20______.
__________ __________________________ _____________________________
MAYOR DATE
ATTEST:
__________ __________________________ _____________________________
TOWN CLERK DATE
LAND SURVEYOR:
RED ROCK LAND SURVEYS
7865 W. ONTARIO PLACE
LITTLETON, COLORADO 80128
PHONE: (303) 994-6300
CONTACT: JOHN E. KRATZ, PLS
GOLDEN ENTERPRISES CONSULTING
7442 S. BIRCH ST.
SITE
I _______________________________ CERTIFY ALL PUBLIC WATER AND WASTEWATER SYSTEM
IMPROVEMENTS SHOWN HEREIN, INCLUDING ANY NOTED CHANGES OR REVISIONS, ARE IN
GENERAL CONFORMANCE WITH THE DESIGN/CONSTRUCTION DOCUMENTS, PURSUANT TO THIS
RECORD DRAWING COPY OF THE FINAL PICPS. 2.3.4 SUBMITTAL
SUMMARY TABLE: QUANTITIES
USE AREAS S.F. ACREAGE PERCENTAGE
BUILDING AREA 34,752 0.8 18.3
LANDSCAPE AREA 30,390 0.70 16.0
NEW PAVEMENT AREA 111,854 2.57 59.2
CONCRETE 12,389 0.28 6.5
TOTAL 189,385 4.35 100.00
VEHICLE STORAGE PARKING 272 STALLS
EMPLOYEE PARKING 35 STALLS
CUSTOMER PARKING 18 STALLS
HANDICAP PARKING 3 STALLS
BIKE 4 STALLS
FORT COLLINS JEEP
PROJECT DEVELOPMENT PLAN
COVER SHEET
TWD 03/15/17 N/A
JLC 16-018
1
A SUBMITTED TO FTC 03/15/17
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
L-1 LANDSCAPE PLAN
LT-1
A200
PHOTOMETRIC PLAN
BUILDING ELEVATIONS
LEGAL DESCRIPTION:
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND:
A PARCEL OF LAND LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST ONE-QUARTER AND CONSIDERING THE SOUTH LINE OF
SAID SOUTHEAST ONE-QUARTER TO BEAR N89°53'00”W;
THENCE N89°53'00”W, ALONG SAID SOUTH LINE, A DISTANCE OF 967.13 FEET; THENCE N1°05'37”E A DISTANCE OF 50.00
FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD;
THENCE ALONG THE EASTERLY LINE OF THAT PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20120033213 OF THE
RECORDS OF SAID LARIMER COUNTY CLERK AND RECORDER, THE FOLLOWING SEVEN (7) COURSES:
1. N1°05'37”E A DISTANCE OF 224.10 FEET;
2. N89°58'15”W A DISTANCE OF 5.00 FEET;
3. N1°05'37”E A DISTANCE OF 81.29 FEET;
4. N88°54'23”W A DISTANCE OF 5.00 FEET TO A POINT OF NON-TANGENT CURVE;
5. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 28°33'29”, A RADIUS
OF 150.50 FEET, AN ARC LENGTH OF 75.01 FEET AND A CHORD NEARING AND DISTANCE OF N12°44'40”W, 74.24 FEET
TO A POINT OF REVERSE CURVE;
6. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 20°00'08”, A
RADIUS OF 99.50 FEET, AN ARC LENGTH OF 34.74 FEET AND A CHORD NEARING AND DISTANCE OF N17°01'11”W, 34.56
FEET;
7. N1°05'37”E A DISTANCE OF 70.00 FEET TO THE SOUTH LINE OF LOT 1, PEDERSON AUTO PLAZA SUBDIVISION;
THENCE S89°48'40”E, ALONG SAID SOUTH LINE, A DISTANCE OF 435.54 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF
SOUTH MASON STREET;
THENCE S1°03'05”W, ALONG SAID WESTERLY LINE, A DISTANCE OF 462.10 FEET TO THE NORTHWESTERLY LINE OF THAT
PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100010805 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND
RECORDER;
THENCE S43°16'52”W, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 20.21 FEET TO THE NORTH LINE OF THAT
PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100015829 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND
RECORDER AND SAID NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD;
THENCE ALONG SAID LINE THE FOLLOWING THREE (3) COURSES:
1. N89°53'01”W A DISTANCE OF 280.33 FEET;
2. S73°53'58”W A DISTANCE OF 12.50 FEET;
3. N89°53'00”W A DISTANCE OF 91.54 FEET TO THE POINT OF BEGINNING.
WHICH ABOVE DESCRIBED TRACT CONTAINS 195,092 SQUARE FEET OR 4.479 ACRES OF LAND, MORE OR LESS.
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER OF SECTION 35,
T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE SOUTHEAST SECTION CORNER (A
2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM
CAP FOUND IN RANGE BOX, PLS 5028).
FOR THEMSELVES AND THEIR SUCCESSORS IN INTEREST (COLLECTIVELY, "OWNER") HAVE CAUSED THE ABOVE
DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED IN TO A LOT AS SHOWN ON THIS PLAT TO BE KNOWN AS FORT
COLLINS JEEP FINAL PLAT (THE "DEVELOPMENT"), SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD
OR EXISTING OR INDICATED ON THIS PLAT. THE RIGHTS AND OBLIGATIONS OF THE PLAT SHALL RUN WITH THE LAND.
SHEET INDEX
Sheet Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS PLAN
4 SITE PLAN