HomeMy WebLinkAboutCROWNE AT SUNIGA - FDP230023 - SUBMITTAL DOCUMENTS - ROUND 4 - Subdivision PlatE. SUNIGA RD
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NOTES:
1) The Basis of Bearings is the West line of the Southwest Quarter of Section 6-T7N-R68W as bearing (Measured) North 00° 16' 37" East, (Recorded) South 00°
33' 41" West, and monumented as shown on drawing, with the West Quarter corner being a 3" Aluminum Cap stamped LS 20123 and the Southwest corner being
a 2.5" Aluminum Cap stamped LS 17497.
2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon File No. NCS-1181437-ATL, dated June 8, 2023,
prepared by First American Title Insurance Company.
3) The lineal unit of measurement for this plat is U.S. Survey Feet.
4) Northern Engineering or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends the owner retain
an expert to address these matters. Northern Engineering or the Professional Land Surveyor listed hereon assumes no responsibility for the mineral rights upon the
subject property.
5) For easements created by separate document and shown hereon refer to record document for specific terms.
6) A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review.
7) Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown
hereon with sufficient data to establish their position. Owner, Client and others should refer to the title commitment and those documents listed therein for a true
understanding of all rights of way, easements, encumbrances, interests and title of record concerning the subject property.
8) It is unlawful under Colorado Revised Statutes Title 18. Criminal Code § 18-4-508 to knowingly disturb, deface, remove, or destroy a land survey monument
or accessory.
9) Adjacent property owner information per the Larimer County Land information Locator.
10) All bearings and distances are derived from field measurements unless otherwise noted. The recorded bearings and or distances shown hereon are
taken from existing public records and will not match the measured bearings and or distances due to differences in the datum and or projections used to
complete the survey.
11) Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions,
exclusions, conditions, obligations, terms, or as to the right to grant the same.
CROWNE AT SUNIGA
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MAINTENANCE GUARANTEE:
The undersigned hereby warrants and guarantees to the City of Fort Collins, for a period of two (2) years from the date of completion and first acceptance by the
city of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements constructed under the authority of this Plat.
This warranty and guarantee is made in accordance with the City of Fort Collins Land Use Code and/or the Transitional Land Use Regulations, as applicable. This
guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, easements and other public properties, including,
without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair
required on utilities shall be coordinated with the owning utility company or department.
The undersigned shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety
requirements and environmental protection requirements of the city. The undersigned shall also correct and repair, or cause to be corrected and repaired, all
damages to said improvements resulting from development-related or building-related activities. In the event the undersigned fails to correct any damages within
thirty (30) days after written notice thereof, then said damages may be corrected by the city and all costs and charges billed to and paid by the undersigned. The
city shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are
unrepaired at the termination of said period shall remain the responsibility of the undersigned.
REPAIR GUARANTEE:
In consideration of the approval of this final plat and other valuable consideration, the undersigned does hereby agree to hold the City of Fort Collins, Colorado,
harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the city of the improvements constructed under the authority
of this plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein;
and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments,
ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, easements and other public properties, resulting from failures caused by design
and/or construction defects. This agreement to hold the city harmless includes defects in materials and workmanship, as well as defects caused by or consisting of
settling trenches, fills or excavations.
Further, the undersigned warrants that he/she owns fee simple title to the property shown hereon and agrees that the City of Fort Collins shall not be liable to the
undersigned or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques
and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and
rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I
further warrant that I have the right to convey said land according to this Plat.
The obligations of the undersigned pursuant to the “Maintenance Guarantee” and “Repair Guarantee” provisions set forth above may not be assigned or transferred
to any other person or entity unless the warranted improvements are completed by, and a Letter of Acceptance of the warranted improvements is received from the
city by, such other person or entity.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Developer and/or Owner has executed certain documents pertaining to this Development which create certain rights and obligations
of the Development, the Developer and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and
covenants which run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement,
Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of The
City of Fort Collins and should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from
an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the
foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
For and on Behalf of Northern Engineering
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the
City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the
State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the plat and
other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney: ________________________________________
Address: ________________________________________
________________________________________
Registration No.: _______________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION
OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS
THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER
INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF
APPLICABLE. THE City of Fort Collins SHALL HAVE NO OBLIGATION OF OPERATION,
MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR
SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS
PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning of the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
OWNER: Crowne at Suniga, Limited Partnership
BY: ______________________________________
Alan Z. Engel, President
STATE OF COLORADO )
)ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
Alan Z. Engel as President of Crowne at Suniga, Limited Partnership.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned being owners of the following described land: (Per Special Warranty Deed Recorded with the Larimer County
Clerk and Recorder under reception number 20220063768)
A portion of the Southwest Quarter of Section 6, Township 7 North, Range 68 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of
Colorado, being more particularly described as follows:
Basis of bearings: Bearings are based on the West line of the Southwest Quarter of said Section 6, which is assumed to bear S 00°33'41" W,
Commencing at the West Quarter corner of said Section 6;
Thence S 00°33'41" W, on the West line of said Southwest Quarter, a distance of 275.40 feet;
Thence S 89°26'19" E, a distance of 30.00 feet, to a point on the East Right of Way of Lindenmeier Drive, being 30 feet West of and parallel with the West line of said
Southwest Quarter and the Point of Beginning;
Thence on the arc of a non-tangent curve to the left with a central angle of 22°27'41", a radius of 1,137.53 feet, an arc length of 445.94 feet, a chord bearing of S 33°55'58"
E, and a chord length of 443.09 feet to a Point of Tangency;
Thence S 45°09'49" E, a distance of 202.29 feet;
Thence on the arc of a tangent curve to the right with a central angle of 35°26'58", a radius of 1,012.50 feet, an arc length of 626.44 feet, a chord bearing of S 27°26'21" E,
and a chord length of 616.50 feet to a Point of Tangency;
Thence S 09°42'52" E, a distance of 149.85 feet;
Thence S 87°08'17" W, a distance of 410.22 feet;
Thence N 89°42'52" W, a distance of 302.45 feet, to a point on the East Right of Way;
Thence N 00°33'41" E, on said East Right of Way, a distance of 1,224.14 feet to the Point of Beginning,
Excepting therefrom that portion conveyed to the City of Fort Collins in Special Warranty Deed recorded December 13, 2021 at Reception No. 20210112700; described
as follows:
A tract of land located in the Southwest Quarter of Section 6, Township 7 North, Range 68 West of the Sixth P.M.; City of Fort Collins, County of Larimer, State of
Colorado, being more particularly described as follows:
Commencing at the West Quarter corner of said Section 6, and considering the West line of the Southwest Quarter of said Section 6 to bear S 00°33'41" W, said line being
monumented on its North end by a 3" Aluminum Cap Stamped LS 20123, and on its South end by a 2.5" Aluminum Cap Stamped LS 17497, based upon GPS
observations and the City of Fort Collins Coordinate System, with all bearing contained herein relative thereto; thence along said West line, S 00°33'41" W, a distance of
732.42 feet; thence S 89°26'19" E, a distance of 30.00 feet to the Point of Beginning, said point being on the East Right-of-Way line of Lindenmeier Road; thence along
said East Right-of-Way line, N 00°33'41" E, a distance of 457.01 feet to a point on the Westerly boundary of that tract of land described in Special Warranty Deed
recorded June 19, 2018 at Reception No. 20180037020 in the office of the Larimer County Clerk and Recorder; Thence along said Westerly boundary, 445.94 feet along
the arc of a non-tangent curve to the left, having a radius of 1,137.50 feet, a central angle of 22°27'43", and a chord which bears S 33°55'58" E, a distance of 443.09 feet;
thence continuing along said Westerly boundary, S 45°09'49" E, a distance of 35.98 feet; thence N 52°32'37" W, a distance of 169.11 feet; thence 62.01 feet along the arc
of a curve to the left, having a radius of 52.00 feet, a central angle of 68°19'22", and a chord which bears N 86°42'18" W, a distance of 58.40 feet; thence 34.88 feet along
the arc of a compound curve to the left having a radius of 45.00 feet, a central angle of 44°24'55", and a chord which bears S 36°55'33" W, a distance of 34.02 feet; thence
S 14°43'06" W, a distance of 117.23 feet; thence 48.42 feet along the arc of a curve to the right, having a radius of 40.00 feet, a central angle of 69°21'40", and a chord
which bears S 49°23'56" W, a distance of 45.52 feet to the Point of Beginning.
which above described tracts contain 482,451 square feet or 11.076 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 CROWNE AT SUNIGA, subject to
all easements and rights-of-way now of record or existing or indicated on this Plat.
CERTIFICATE OF DEDICATION:
The undersigned does hereby dedicate and convey to the City of Fort Collins, Colorado, for public use, forever, the streets and easements as laid out and designated on
this Plat; provided, however, that (1) acceptance by the city of this dedication of easements does not impose upon the city a duty to maintain the easements so
dedicated, and (2) acceptance by the city of this dedication of streets does not impose upon the city a duty to maintain streets so dedicated until such time as the
provisions of the Maintenance Guarantee have been fully satisfied.
NOTES TO BE REMOVED PRIOR TO SURVEYOR FINALIZING SURVEY:
A.This survey is a draft only. Monuments have not been set or upgraded. Monuments will be set and/or upgraded prior to finalizing and/or recording. “Set”
corner information depicted hereon is for reference purposes only.
B.A current title commitment will be provided to the surveyor prior to final submittal.
VICINITY MAP
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Terence Hoaglund, RLA
P.O. Box 1889
Fort Collins, Colorado 80522-1889
(970) 472-9125
Crowne at Suniga, Limited Partnership
Alan Z. Engel, President
505 North 20th Street, Suite 1150
Birmingham, AL 35203
Northern Engineering Services, Inc.
Blaine Mathisen, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
Greg Watford, AIA, LEED AP
1280 Hightower Trail
Alanta, GA 30350
(770) 864-6664
ARCHITECT
NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS:
·There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are
allowed by Sections 12-120 - 12-122 of the City code.
·FLOOD ZONE DESIGNATION: A small portion of the subject property is located within the 500-year FEMA regulatory floodplain. However, the project
site is not located within a FEMA-designate 100-year floodplain per Map Number 08069C0981G (Effective date: June 17, 2006). A small portion of the site is
located within LOMR 19-08-0751P effective 06/15/2020. Additionally, the project site is not located in a City of Fort Collins regulated floodplain.
LIENHOLDER: Synovus Bank
BY: ______________________________________
STATE OF COLORADO )
)ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
__________________________as ________________________ of Synovus Bank.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
Delta= (M) 35°26'58" (R) 35°26'58"
R=1012.50' L=626.44'
Dir= (M) S27°43'25"E (R) S27°26'21"E
Chord= 616.50'
UNPLATTED
C3
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10' DRAINAGE
EASEMENT
L138
W 1/4 COR. S6-T7N-R68W
FND 3" ALUMINUM CAP
IN CONCRETE, ILLEGIBLE
C36
N89°43'23"W
30.00'
Delta= (M) 44°24'46"
(R) 44°24'55"
R=45.00' L=34.89'
Dir= (M) N36°38'25"E
(R) N36°55'33"E
Chord= 34.02'
Delta= (M) 68°19'31"
(R) 68°19'22"
R=52.00' L=62.01'
Dir= (M) S86°59'26"E
(M) S86°42'18"E
Chord= 58.40'
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26' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
(SHADED AREA)
26' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
(SHADED AREA)
FND #4 REBAR
W/BPC, LS 3799?
FND #4 REBAR
W/OPC, MJS, LS 38348
FND #4 REBAR
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FND #4 REBAR
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LS 38348 FND #4 REBAR
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LS 38348
FND #4 REBAR
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WEST LINE OF THE
SOUTHWEST QUARTER
SECTION 6-T7N-R68W
BASIS OF BEARINGS
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125.0'
15' SLOPE & UTILITY
EASEMENT REC. NO.
20180037021E 27.5' OF UTILITY & DRAINAGE
EASEMENT REC. NO. 20200000602
TO THE CITY OF FORT COLLINS
S45°26'53"E
35.98' (TIE)
UNPLATTED
FND #4 REBAR
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LS 38348
10' UTILITY
EASEMENT
24' UTILITY
EASEMENT LOT 1
154,637 sq. ft.
3.550 ac.
TRACT A
UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
33,057 sq. ft.
0.759 ac.
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
26' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
(SHADED AREA)
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
(HATCHED)
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1
6
'
3
7
"
E
4
5
7
.
0
1
'
Delta= (M) 22°27'41" (R) 22°27'43"
R=1137.53' L=445.94'
Dir= (M) S34°13'02"E (R) S33°55'58"E
Chord= 443.09'
EXCEPTED PARCEL
(REC.NO. 20210112700)
(R
)
N
0
0
°
3
3
'
4
1
"
E
(M
)
N
0
0
°
1
6
'
3
7
"
E
7
6
7
.
1
2
'
L1
0
C15
L9
L8
C1
4
L7
C13
L6
C1
2
L5
L4
L3
C1
1
L2
C10
L1
C16
L1
1
C1
7
L12
C18 L13
C19
L14
C2
0
L1
5
C21
L16
L32
L3
3
L34 L37
L38
L39
L4
0
L42
L43
L4
8
L52
L55
L56
L5
7
L58
36
.
0
8
'
L6
5
26.00'
26.00'129.63'39.53'35.15'
L7
3
L7
2
L69
78
.
0
4
'
7.27'
22
.
7
3
'
1.27'
66.8
2
'
C37
10' DRAINAGE
EASEMENT
L91
L92L93
L94
7.27'16.36'
6.38'
10' DRAINAGE
EASEMENT
10' DRAINAGE
EASEMENT
23
.
8
1
'
L9
7
L9
6
L95
2.5' ADDITIONAL ROW
DEDICATED BY THIS PLAT
10' DRAINAGE
EASEMENT
L128 L1
2
9
L130
L134
L1
3
3
L132
10.92'
10.00'
C35
10' UTILITY
EASEMENT
15' IRRIGATION &
LANDSCAPING
EASEMENT
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
(HATCHED)
L131
L1
5
0
L1
4
9
115.58'
10.15'2.36'
L49
L5
0
51.75'76.03'
11' UTILITY
EASEMENT
14
6
.
6
6
'
11.00'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C35
C36
C37
C38
C39
DELTA
31°38'53"
7°52'07"
2°44'17"
4°35'12"
30°30'51"
20°28'38"
12°14'04"
65°44'21"
3°37'10"
89°17'00"
7°28'23"
68°41'22"
30°34'48"
45°26'53"
90°00'00"
79°19'15"
13°58'21"
75°47'31"
30°28'54"
45°26'53"
90°00'00"
90°00'00"
24°16'50"
89°59'58"
64°09'29"
64°09'29"
24°16'50"
83°55'08"
24°16'50"
90°00'00"
24°16'50"
90°00'00"
90°00'00"
1°07'33"
1°58'05"
78°27'51"
5°04'11"
0°34'28"
RADIUS
140.00'
30.00'
1012.50'
30.00'
200.00'
1012.50'
1012.50'
40.00'
40.00'
10.00'
50.00'
20.25'
50.00'
51.00'
20.00'
20.49'
25.00'
20.05'
25.00'
25.00'
20.00'
20.00'
25.00'
3.00'
20.00'
20.00'
51.00'
20.00'
25.00'
20.00'
15.00'
25.00'
25.00'
1012.50'
1012.50'
20.00'
997.50'
997.50'
LENGTH
77.33'
4.12'
48.38'
2.40'
106.51'
361.86'
216.20'
45.89'
2.53'
15.59'
6.52'
24.28'
26.69'
40.45'
31.42'
28.36'
6.10'
26.52'
13.30'
19.83'
31.42'
31.42'
10.59'
4.71'
22.40'
22.40'
21.61'
29.29'
10.59'
31.42'
6.36'
39.27'
39.27'
19.90'
34.78'
27.39'
88.26'
10.00'
BEARING
N74°10'33"E
N54°25'03"E
S31°50'42"E
S60°38'43"W
S73°36'32"W
S20°14'14"E
S39°19'52"E
N47°18'19"E
N81°59'04"E
S44°38'44"W
S03°44'11"W
N31°01'40"W
N60°44'17"W
N22°43'26"W
N45°00'00"E
N40°06'40"W
N06°59'10"E
N51°58'54"E
S60°41'20"E
S22°43'26"E
S45°00'00"W
N45°00'00"W
S77°51'35"W
N44°59'59"E
N57°55'15"W
N57°55'15"E
N77°51'35"E
S72°19'17"E
S12°08'25"E
S45°00'00"W
N77°51'35"E
S45°00'00"W
N45°00'00"W
N44°53'07"W
N42°46'21"W
S39°13'55"W
N12°32'01"W
N15°21'20"W
CHORD
76.35'
4.12'
48.38'
2.40'
105.26'
359.94'
215.79'
43.42'
2.53'
14.06'
6.52'
22.85'
26.37'
39.40'
28.28'
26.15'
6.08'
24.63'
13.14'
19.31'
28.28'
28.28'
10.52'
4.24'
21.24'
21.24'
21.45'
26.74'
10.52'
28.28'
6.31'
35.36'
35.36'
19.90'
34.78'
25.30'
88.23'
10.00'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
LENGTH
181.66'
83.10'
107.24'
30.00'
33.81'
75.28'
45.54'
68.37'
166.57'
137.66'
70.98'
5.17'
80.36'
45.27'
22.37'
113.85'
122.46'
174.17'
149.75'
129.62'
97.64'
343.81'
13.05'
73.44'
310.54'
174.17'
103.75'
74.77'
40.66'
328.25'
77.44'
147.37'
177.43'
16.00'
31.02'
223.33'
17.50'
273.70'
36.77'
30.00'
8.53'
42.46'
295.39'
166.13'
21.00'
83.09'
166.14'
524.39'
51.70'
11.00'
BEARING
S00° 00' 00"W
S00° 00' 00"E
S13° 48' 02"W
N76° 01' 41"W
N13° 26' 26"E
N75° 47' 21"W
N45° 26' 53"W
N00° 00' 00"E
N90° 00' 00"E
N00° 00' 00"E
N00° 00' 00"E
N13° 58' 21"E
S76° 27' 01"E
S45° 26' 53"E
S00° 00' 00"E
N90° 00' 00"W
N00° 00' 00"E
N90° 00' 00"W
S65° 43' 10"W
N24° 16' 50"W
N00° 00' 00"E
N90° 00' 00"E
N00° 00' 00"E
N89° 58' 13"E
S00° 00' 00"E
N90° 00' 00"E
N65° 43' 07"E
S24° 22' 00"E
S00° 00' 00"E
N90° 00' 00"W
N00° 00' 00"E
S90° 00' 00"E
S00° 00' 00"E
N90° 00' 00"E
S44° 57' 36"W
N89° 59' 56"W
S00° 00' 00"E
N90° 00' 00"E
N68° 30' 07"E
S21° 29' 53"E
N90° 00' 00"E
S68° 30' 07"W
N90° 00' 00"W
N90° 00' 00"E
S00° 00' 00"W
S00° 00' 26"W
N90° 00' 00"E
S00° 00' 00"E
N90° 00' 00"E
S00° 00' 00"E
LINE TABLE
LINE
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
LENGTH
48.60'
117.51'
21.38'
40.93'
126.90'
90.44'
12.08'
36.59'
11.64'
21.47'
265.20'
55.87'
87.01'
15.83'
157.26'
299.46'
17.50'
15.83'
4.35'
45.26'
23.09'
11.82'
9.15'
122.00'
12.17'
12.69'
11.06'
40.61'
172.75'
98.82'
12.08'
15.00'
120.69'
8.89'
10.57'
14.35'
43.49'
162.75'
141.00'
28.82'
86.64'
41.32'
24.97'
88.64'
10.00'
109.62'
96.56'
79.00'
24.00'
79.00'
BEARING
N10° 03' 56"W
N90° 00' 00"W
N01° 05' 24"W
N89° 49' 43"W
N90° 00' 00"W
N90° 00' 00"E
S00° 00' 00"E
N90° 00' 00"E
N89° 49' 43"W
N01° 05' 24"W
N89° 59' 56"W
S44° 57' 36"W
N00° 00' 00"E
N90° 00' 00"E
N00° 00' 00"E
S00° 00' 00"E
N00° 00' 00"E
N90° 00' 00"W
N24° 17' 02"W
N35° 42' 58"E
S24° 17' 02"E
S27° 10' 12"E
S00° 00' 00"E
N90° 00' 00"E
S81° 39' 24"E
S53° 06' 35"E
S57° 56' 47"E
N90° 00' 00"E
N65° 43' 10"E
S24° 16' 50"E
N65° 43' 10"E
S24° 16' 50"E
N90° 00' 00"E
S81° 39' 24"E
S53° 06' 35"E
S57° 56' 47"E
N90° 00' 00"E
N65° 43' 10"E
S24° 16' 50"E
S35° 00' 00"W
N76° 01' 41"W
N38° 20' 21"W
S38° 20' 21"E
S76° 01' 41"E
N75° 33' 58"W
N14° 26' 02"E
N00° 16' 37"E
S00° 00' 00"E
N90° 00' 00"W
N00° 00' 00"E
LINE TABLE
LINE
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
LENGTH
2.49'
66.45'
12.08'
28.66'
20.75'
55.61'
55.42'
95.19'
91.88'
30.26'
18.08'
5.00'
69.25'
5.00'
17.04'
2.00'
2.00'
63.37'
2.00'
2.00'
75.24'
2.00'
40.77'
68.59'
196.85'
23.10'
33.52'
55.00'
16.65'
6.74'
8.72'
6.13'
21.27'
70.55'
91.71'
17.61'
180.75'
10.00'
184.89'
21.75'
77.05'
187.43'
185.41'
71.97'
88.78'
6.49'
48.59'
8.24'
46.30'
47.18'
BEARING
S00° 00' 00"E
S74° 38' 40"W
S65° 43' 10"W
S24° 16' 50"E
N90° 00' 00"E
N74° 38' 40"E
S89° 59' 56"E
S00° 00' 04"W
S00° 00' 04"W
N90° 00' 00"W
S00° 00' 00"E
S00° 00' 00"E
N90° 00' 00"E
N00° 00' 00"E
S00° 00' 00"E
N90° 00' 00"E
N90° 00' 00"W
S00° 00' 00"E
N90° 00' 00"E
N90° 00' 00"E
N00° 00' 00"E
N90° 00' 00"W
N35° 00' 00"E
N00° 00' 00"E
N90° 00' 00"W
S75° 00' 00"E
N90° 00' 00"W
S89° 56' 00"E
N00° 00' 00"E
N90° 00' 00"E
N45° 57' 38"E
N45° 57' 38"E
N00° 00' 00"E
S89° 56' 00"E
N65° 43' 10"E
N20° 43' 10"E
N24° 19' 18"W
N65° 43' 10"E
S24° 19' 18"E
S20° 43' 10"W
S24° 16' 50"E
S00° 00' 00"E
S00° 00' 00"E
S24° 16' 50"E
N65° 43' 10"E
N00° 03' 56"W
N10° 03' 56"W
N00° 03' 56"W
N09° 56' 04"E
N09° 56' 04"E
Sheet
Of 3 Sheets
CR
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CROWNE AT SUNIGA
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
SET 18" #4 REBAR WITH 1" BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
UTILITY EASEMENTUE
SECTION LINE
RIGHT OF WAYROW
NORTH
DRAFT
9-11-24
PRELIMI
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
RECORD
I
N
G
P
U
R
P
O
S
E
S
O
R
I
M
P
L
E
M
E
N
T
A
T
I
O
N
SEE SHEET 3
MEASURED BEARING/DISTANCE(M)
RECORDED BEARING/DISTANCE(R)
C3
9
L112 L114
N89°43'23"W
30.00'
Delta= (M) 35°26'58" (R) 35°26'58"
R=1012.50' L=626.44'
Dir= (M) S27°43'25"E (R) S27°26'21"E
Chord= 616.50'
(R
)
S
0
9
°
4
2
'
5
2
"
E
1
4
9
.
8
5
'
(M
)
S
0
9
°
5
9
'
5
6
"
E
1
4
9
.
8
5
'
(M) S86°51'13"W 410.22'
(R) S87°08'17"W 410.22'
(M) N89°59'56"W 302.45'
(R) N89°42'52"W 302.45'
SUNIGA ROAD
(PUBLIC ROW VARIES)
(PER RECEPTION NO. 20180037020)
LE
M
A
Y
A
V
E
N
U
E
(1
2
5
'
P
U
B
L
I
C
R
O
W
)
(P
E
R
R
E
C
E
P
T
I
O
N
N
O
.
2
0
1
8
0
0
3
7
0
2
0
)
26' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
(SHADED AREA)
26' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
(SHADED AREA)
26' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
26' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
28' UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT30' UTILITY
EASEMENT
FND #4 REBAR
W/OPC, MJS, ILLEGIBLE
FND NAIL & BRASS
TAG, LS 38348
FND REBAR
NO CAP
N0
0
°
1
6
'
3
7
"
E
2
6
3
1
.
8
8
'
30.0'50.0'
WEST LINE OF THE
SOUTHWEST QUARTER
SECTION 6-T7N-R68W
BASIS OF BEARINGS
76
7
.
1
2
'
11
3
2
.
3
4
'
UNPLATTED
UNPLATTED
TR
A
C
T
H
NO
R
T
H
F
I
E
L
D
125.0'
125.0'
DRAINAGE
EASEMENT
E 27.5' OF UTILITY & DRAINAGE
EASEMENT REC. NO. 20200000602
TO THE CITY OF FORT COLLINS
15' SLOPE & UTILITY
EASEMENT REC. NO.
20180037021
2.5' ADDITIONAL ROW
DEDICATED BY THIS PLAT
SUNIGA ROAD
(PUBLIC
ROW VARIES)
LI
N
D
E
N
M
E
I
E
R
R
O
A
D
(8
0
'
P
U
B
L
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C
R
O
W
)
(P
E
R
R
O
A
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B
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K
R
,
P
G
1
2
&
1
3
RO
A
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B
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K
4
,
P
G
2
4
1
A
N
D
RE
C
.
N
O
.
2
0
1
3
0
0
5
9
6
3
2
)
24' EMERGENCY
ACCESS EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
TRACT A
UTILITY, DRAINAGE, ACCESS &
EMERGENCY ACCESS EASEMENT
33,057 sq. ft.
0.759 ac.
LOT 2
292,839 sq. ft.
6.723 ac.
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
(HATCHED)
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
(HATCHED)
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
(HATCHED)
10' UTILITY
EASEMENT
UTILITY
EASEMENT
N0
0
°
1
6
'
3
7
"
E
62
.
0
0
'
N90°00'00"E 413.41'
C1
C4
S58°
2
1
'
0
7
"
W
73.1
6
'
C5
S89°55'56"W
33.16'
N90°00'00"W 358.39'
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
N0
0
°
1
6
'
3
7
"
E
4
3
8
.
5
0
'
C6
299.95'
2.50'
(R
)
N
0
0
°
3
3
'
4
1
"
E
(M
)
N
0
0
°
1
6
'
3
7
"
E
7
6
7
.
1
2
'
L2
5
L24
L23
C24 L22
L2
1
L2
0
L19
C23
L18
C22
L1
7
C26
L26 C27
L27
C28
L2
8
C2
9
L2
9
C30L30C25
L3
1
L34 L37
L38
L39
L4
0
L42
L43
L6
6
L44
L4
5
L4
8
L47
L4
6
26.00'
26.00'129.63'39.53'35.15'
L7
3
L7
2
L7
1
L70
L69
L74 L75
L76
L77 L78 C31
L79
L8
0
L81
L8
2
L83 L84 L85
L86
L87
L88
L8
9
L90
C32
L9
8
L99
L1
0
0
C33 142.13'74.00'
N90°00'00"W
70.33'
S0
0
°
0
0
'
0
0
"
E
10
0
.
6
4
'
S0
0
°
0
0
'
0
0
"
E
99
.
4
3
'
59.55
'
44.20
'
11.04'
30
.
6
6
'
33
.
0
8
'
19
4
.
2
2
'
30
.
0
0
'
L1
1
1
L110
L1
0
9
L1
0
8
L107
N90°00'00"E
117.02'
S90°00'00"E
117.17'
85
.
2
4
'
12.00'
1.09'
L113
1.05'
L1
1
5
L116
L117
L1
1
8
L119
L122
L1
2
1
L120
N88°42'15"E 659.87'S89°59'59"E
46.12'
27.52'
334.69'
20
.
7
2
'
15.22'
C3
8
L35
L36
L5
3
L54
L62
L61
L6
0
L59
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
(HATCHED)
21
.
5
0
'
6.50'
23
.
5
0
'
16
2
.
7
8
'
L6
3
L64
L67
L68
10' DRAINAGE
EASEMENT
10' DRAINAGE
EASEMENT
10' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
L102
L101
L103
L1
0
4
L105
L106
28
.
6
4
'
69.00'
L41
L12
3
L1
2
4
L125
L126
UTILITY
EASEMENT
12.5' UTILITY
EASEMENT
6.5' UTILITY
EASEMENT
L127
L135
L1
3
6
L1
3
7
L138
L1
3
9
L1
4
0
L1
4
1
L1
4
2
L145
L1
4
4
L1
4
3
10
2
.
4
9
'
4.11'5.90'
26.79'
20.01'30.27'10.00'
231.48'
17
.
1
3
'
10.00'
15' IRRIGATION &
LANDSCAPING
EASEMENT
DRAINAGE & UTILITY EASEMENT
RECEPTION NO. 20180037022
30' NON-EXCLUSIVE ELCO EASEMENT
RECORDED BY SEPARATE DOCUMENT
RECEPTION NO. ________TBD_______
(HATCHED)
L5
1
L1
4
6
L1
5
0
L1
4
7
L1
4
8
L1
4
9
10' UTILITY
EASEMENT
115.58'
10.15'2.36'
L5
0
51.75'76.03'
11.00'
SW COR. S6-T7N-R68W
FND 2" PIPE W/3.25" ALUMINUM
CAP, LS17497, 1993
Sheet
Of 3 Sheets
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CROWNE AT SUNIGA
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY
SEE SHEET 2
NORTH
DRAFT
9-11-24
PRELIMI
N
A
R
Y
-
N
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T
F
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,
RECORD
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P
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P
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E
S
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LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH 1" BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UTILITY EASEMENTUE
EMERGENCY ACCESS EASEMENTEAE
SECTION LINE
DRAINAGE EASEMENTDE
DRAINAGE, UTILITY & ACCESS
EASEMENTDU&AE
DRAINAGE, UTILITY ACCESS &
EMERGENCY ACCESS EASEMENTDUA&EAE
RIGHT OF WAYROW
MEASURED BEARING/DISTANCE(M)
RECORDED BEARING/DISTANCE(R)