HomeMy WebLinkAboutFORT COLLINS JEEP - FDP170035 - DOCUMENT MARKUPS - ROUND 1 - SITE PLANCG
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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
OWNER'S CERTIFICATION OF APPROVAL
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF REAL PROPERTY
DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND
RESTRICTIONS SET FORTH ON SAID SITE PLAN.
IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS THE ____________ DAY OF
_____________________, 20_________,
OWNER
_________________________________________________________________
NOTARIAL CERTIFICATE
STATE OF COLORADO)
COUNTY OF __________________)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY ______________________________
THIS __________ DAY OF____________ , 20_____
MY COMMISSION EXPIRES ___________________
NOTARY PUBLIC
(SEAL)
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.
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 APPROVAL:
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
(ASPHALT)
TRANSFORT BUS STOP
(967.13')
23'
16'
7'
16'
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
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 PEDERSEN AUTO
PLAZA SUBDIVISION
2ND FILING
(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
EX. "BIKE LANE" SIGN
TO BE RELOCATE
RELOCATE TRAFFIC
LIGHT POLE AND
CONTROLLERS
BACK OF CURB
BUS ROAD
STORAGE SHED
8'X10' (TO REMAIN)
EXISTING TREES
EXISTING
SHRUBS
EXISTING
SHRUBS
EX. LIGHT POLE
TO BE RELOCATED
EXIST. FIRE
HYDRANT
EXISTING BUS STOP
TO BE RELOCATE"
RELOCATE CLOSER TO BUILDING IF
A NEW TRANSFORMER IS REQUIRED
PR. FIRE
HYDRANT
27.0'
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 31,553 S.F.
FINISHED FLOOR = 5045.9
ZONED - CG
7
7
4
5
5
WEST HARMONY ROAD
VEHICLE DISPLAY
CUSTOMER CUSTOMER
CUSTOMER
3
EMPLOYEE
EX. 1-STORY METAL
BUILDING TO REMAIN
EX. 1-STORY OPEN METAL
GARAGE TO REMAIN
AREA OF CONC.
ENCROACHMENT
CITY OF FORT COLLINS
REC. NO. 20120033213
INLET GRATE
EXISTING TREES
17' 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'
8'
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'
EX. 5' U.E.
2'
2'
15' U.E.
15' U.E.
8.5' BIKE LANE
12' TURN LANE
6.5' TREELAWN
8' SIDEWALK
20' EMERGENCY
ACCESS ESMT.
12' 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'
19' 17'
BIKE RACK (4)
12
12
11
11
15
13
10
10
13
11
11
10
15
7
6
9
9
12 12
12
12 12
7
13
PROPOSED BUS STOP
5707 S.F. R.O.W.
DEDICATED TO CITY
PROPOSED COVERED
CANOPY
CONC. DRAINAGE
CHANNEL
CONC. DRAINAGE
CHANNEL
END PROPOSED 6'
CHAIN-LINK FENCE
ALONG WEST
PROPERTY LINE
PROPOSED
SWING 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.
EXIST. 6' CHAIN-LINKED
FENCE ALONG PARKWAY
PROPOSED
SWING GATE
VEHICLE DISPLAY
PAD RAISED 4"
ABOVE SIDEWALK
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 & RECYCLING 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
PROPERTY
LINE
EXIST. CURB CUT
EXIST. SIDEWALK
CONC. DRAINAGE
CHANNEL
DRIVE AISLE
12' DRIVE LANE
5' BIKE LANE
BNSF RAIL-ROAD R.O.W.
5'
EX. 5' U.E.
RELOCATED "BIKE
LANE" SIGN
20' W.L.
ESMT.
KENSINGTON
DRIVE
(54' R.O.W.)
GATEWAY AT HARMONY ROAD
PUD 2ND FILING GATEWAY AT HARMONY ROAD
PUD 3ND FILING
GATEWAY AT HARMONY ROAD
PUD 3ND FILING
6.9'
54'
54'
15'
LANDSCAPE
WALL
LANDSCAPE
WALL
8
2 3
8' WALK
STAIRS
16'
M
4
X
EX. 1-STORY OPEN
METAL GARAGE
PROPERTY
LINE
100'
BNSF RAIL-ROAD 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 CONCRETE
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
COM COM EXISTING COMMUNICATION LINE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPOSED CONCRETE
FORT COLLINS JEEP
PROJECT DEVELOPMENT PLAN
SITE PLAN
TWD 11/16/2017 1" = 30'
JLC 16-018
4
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 09/07/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 10/05/2017
E SUBMITTED TO FTC 11/16/2017
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
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
NOTE:
THE AREA WEST OF THE B.N.S.F. RIGHT_OF_WAY IS FOR OVERSTOCK, INVENTORY STORAGE, NOT OPEN TO
THE PUBLIC AND IS NOT INTENDED TO BE IMPROVED WITH THIS PHASE AND THAT ANY FUTURE IMPROVEMENT
OR ADDITIONAL USE OF THIS AREA WILL BE SUBJECT TO THE REQUIREMENTS OF A PLAN AMENDMENT.
Does not match the recorded
Subdivision Plat name.
Does not match the recorded
Subdivision Plat name.
12/27/17
Cut Off Text
**All circled are line over text,
except as noted.**
Does not match the
Subdivision Plat.
Does not match the
Subdivision Plat.
Does not match the
Subdivision Plat.
"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
PEDERSEN AUTO
PLAZA SUBDIVISION
2ND FILING
(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
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)
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
100'
BNSF RAIL-ROAD R.O.W.
GATEWAY AT HARMONY ROAD
PUD 2ND FILING
GATEWAY AT HARMONY ROAD
PUD 3ND FILING GATEWAY AT HARMONY ROAD
PUD 3ND FILING
X
EXIST. BLDG TO
REMAIN
PROPERTY
LINE
100'
BNSF RAIL-ROAD 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 EXISTING CONTOUR
CTV EXISTING CATV LINE
CENTERLINE R.O.W.
EXISTING CONCRETE
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 11/16/2017 1" = 30'
JLC 16-018
3
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 10/05/2017
E SUBMITTED TO FTC 11/16/2017
MATCHLINE - LOWER RIGHT
MATCHLINE - UPPER LEFT
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS SHALL BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS
12/27/17
**All circled are line over text.**
Does not match the
Subdivision Plat.
Does not match the recorded
Subdivision Plat name.
Does not match the recorded
Subdivision Plat name.
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE
CITY OF FORT COLLINS, COLORADO THIS ________DAY OF ______________________ A.D.,
20_______.
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
FORT COLLINS JEEP - 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 35,539 0.8 18.3
LANDSCAPE AREA 30,390 0.70 16.0
NEW PAVEMENT AREA 111,067 2.55 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 11/16/17 N/A
JLC 16-018
1
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 10/05/2017
E SUBMITTED TO FTC 11/16/2017
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
5 LANDSCAPE PLAN
6
7 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 BEARING 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 BEARING 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
8
TREE INVENTORY PLAN
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This sheet is not in the plan set.
12/27/17