HomeMy WebLinkAboutTHE LANDING AT LEMAY MULTIFAMILY AND MIXED-USE - FDP230020 - SUBMITTAL DOCUMENTS - ROUND 6 - Subdivision PlatSheet
Of 7 Sheets
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SURVEYOR NOTES:
1) The Basis of Bearings is the North line of Section 7-T7N-R68W as bearing North 88° 53' 46" East, and monumented as shown on drawing. The Northwest and
Northeast Corners of said section being #6 rebar with 3 1
4" aluminum caps both stamped with PLS 17497.
2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon Order No. ABD25188958-8, dated 02/27/2024, prepared
by Land Title Guarantee Company.
3) The lineal unit of measurement for this plat is U.S. Survey Feet.
4) 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.
5) FLOOD ZONE DESIGNATION: According to FIRM Panels 08069C0981G dated 06-17-2008 and 08069C0983H dated 05-02-2012 for Larimer County, this tract
of land is located within the FEMA designated area of 0.2% annual chance of flood (Zone X Shaded - area of reduced risk due to levee). A LOMR, Case No. 19-08-075
became effective on 06-25-2020. Please contact the City of Fort Collins Floodplain Management at 970.416.2632 for floodplain regulation inquiries.
6) 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.
7) For easements created by separate document and shown hereon refer to record document for specific terms.
8) 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.
9) 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.
10) 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.
11) The word “certify” or “certification” as shown and used hereon is an expression of professional opinion regarding the facts of the survey, and does not constitute a
warranty or guaranty, expressed or implied. DORA Bylaws and Rules (4 CCR 730-1).
12) Adjacent property owner information per the Larimer County Land Information Locator.
13) 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.
14) 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 or terms.
15) The Easement Exclusion areas are excluded from those blanket Tract easements listed in the Land Use Table.
THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, 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 certify 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 Services, Inc.
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 _____________ , 20_____.
____________________________________________________
City Engineer
____________________________________________________
City Clerk
PLANNING APPROVAL
By the Director of Planning of the City of Fort Collins, Colorado this _____ day of ___________ , 20_____.
____________________________________________________
Director of Planning
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned being owners of the following described land, being the same tract of land as described in the warranty deed recorded with the
Larimer County Clerk and Recorder under reception number 19920050272, the bargain and sale deed recorded with the Larimer County Clerk and Recorder under reception number
20100044097, and the special warranty deed recorded with the Larimer County Clerk and Recorder under reception number 20160018391, being more particularly described as follows:
A parcel of land situate within the northwest quarter of Section Seven (7), Township Seven North (T.7N.), Range Sixty-eight West (R.68W.) of the Sixth Principal Meridian (6th P.M.),
City of Fort Collins, County of Larimer, State of Colorado, being more particularly described as follows;
Considering the north line of said Section 7, as bearing North 88° 53' 46" East, with the northwest corner of said Section 7 monumented with a #6 rebar with a 3 1/4" aluminum cap
stamped with PLS 17497, and the northeast corner of said Section 7 monumented with a #6 rebar with a 3 1/4" aluminum cap stamped with PLS 17497, and with all bearings contained
herein relative thereto:
COMMENCING at the northwest corner of said Section 7, thence along the northerly line of said Section 7, North 88° 53' 46" East for a distance of 1240.70 feet, thence South 01° 05'
44" East a distance of 79.71 feet to a #4 rebar with no cap, also being a point on the southerly line of the BNSF Railway right-of-way, also being the POINT OF BEGINNING;
THENCE South 00° 30' 20" West for a distance of 417.97 feet to a #5 rebar with 2 1/2" aluminum cap;
THENCE South 88° 15' 17" East for a distance of 57.91 feet to a #4 rebar with no cap;
THENCE South 51° 31' 56" East a distance of 914.10 feet to a #4 rebar with no cap, being the northwest corner of Fort Collins Buisness Center Second Filing as recorded with the
Larimer County Clerk and Recorder under Book 1949 Page 146;
THENCE South 38° 27' 14" West for a distance of 347.87 feet along said Fort Collins Buisness Center Second Filing to a #4 rebar with no cap, also being a point on the northerly line
of the right-of-way of North Link Lane;
THENCE South 38° 27' 14" West for a distance of 60.00 feet to a #4 rebar with no cap, also being a point on the southerly line of the right-of-way of North Link Lane, also being the
northwest corner of Lot 1 Amended Lots of 7 & 8 of Fort Collins Buisness Center Second Filing as recorded with the Larimer County Clerk and Recorder under reception number
19950006923;
THENCE South 38° 27' 14" West for a distance of 249.99 feet along said Lot 1, to a nail and brass tag in the concrete of a chain-link fence corner, stamped with LS #37963, also being
the northwest corner of Lot 1 Fort Collins Buisness Center Third Filing as recorded with the Larimer County Clerk and Recorder under Book 1963 Page 26;
THENCE North 51° 33' 39" West for a distance of 150.04 feet to a #4 rebar with no cap;
THENCE South 31° 35' 52" West for a distance of 512.11 feet to a #4 rebar with no cap, also being a point on the northerly right-of-way of Duff Drive;
THENCE North 60° 52' 58" West for a distance of 863.88 feet along said northerly right-of-way to a set #4 rebar with blue plastic cap, stamped with PLS #38470, also being a point on
the easterly right-of-way of Lemay Avenue;
THENCE along said easterly right-of-way the following seven (7) courses and distances:
North 38° 38' 25" East for a distance of 386.00 feet to to a set #4 rebar with blue plastic cap, stamped with PLS #38470, also being the beginning of a curve,
THENCE along said curve which is concave to the northwest, a distance of 176.94 feet, with a delta angle of 06° 25' 29", having a radius of 1578.00 feet, and whose long chord bears
North 35° 25' 41" East for a distance of 176.85 feet to a set #4 rebar with blue plastic cap, stamped with PLS #38470;
THENCE non-tangent from said curve, North 40° 06' 15" East for a distance of 217.06 feet to a set #4 rebar with blue plastic cap, stamped with PLS #38470, also being the beginning
of a non-tangential curve,
THENCE along said curve which is concave to the northwest, a distance of 211.89 feet, with a delta angle of 08° 47' 50", having a radius of 1380.00 feet, and whose long chord bears
North 28° 20' 07" East for a distance of 211.68 feet, to a set #4 rebar with blue plastic cap, stamped with PLS #38470;
THENCE North 23° 56' 12" East for a distance of 89.54 feet to a set #4 rebar with blue plastic cap, stamped with PLS #38470, also being the beginning of a curve,
THENCE along said curve which is concave to the west, a distance of 439.51 feet, with a delta angle of 25° 03' 25", having a radius of 1005.00 feet, and whose long chord bears North
11° 24' 30" East for a distance of 436.02 feet to a set #4 rebar with blue plastic cap, stamped with PLS #38470;
THENCE North 01° 07' 15" West for a distance of 117.25 feet to a set #4 rebar with blue plastic cap, stamped with PLS #38470, also being a point on the southerly line of the BNSF
Railway right-of-way;
THENCE North 88° 44' 21" East for a distance of 75.67 feet along said southerly line to the POINT OF BEGINNING
which above described tracts contain 1,154,394 square feet or 26.501 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 THE LANDING AT LEMAY, and may be subject
to easements and rights-of-way now of record or existing or indicated on this Plat.
N VICINITY MAP
1" = 2000'
SITE
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EAST VINE DR.
MULBERRY RD.
LINCOLN AVE.
D
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PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
Northern Engineering Services, Inc.
Robert C. Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
Avent Civil Group
Danny Weber, PE
1337 Riverside Avenue #2
Fort Collins, Colorado 80524
(970) 305-3534
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Thompson Thrift Residential
111 Monument Circle, Suite 1500
Indianapolis, IN. 46204
(800) 687-0012
EASEMENT ACCEPTANCE
BOXELDER SANITATION DISTRICT
EASEMENT ACCEPTANCE
EAST LARIMER COUNTY WATER DISTRICT
OWNER: TTRES CO of Fort Collins Vine, LLC
BY: ______________________________________
Josh Purvis, Managing Partner
STATE OF )
)ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
Josh Purvis as Managing Partner of TTRES CO of Fort Collins Vine, LLC.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
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.
OWNER: Estate of Tonia L. Niforos
BY: ______________________________________BY: ______________________________________
John James Niforos II, Personal Representative Marlena Niforos, Personal Representative
STATE OF )
)ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
John James Niforos II as Personal Representative and Marlena Niforos as Personal Representative of Estate of Tonia L. Niforos.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
PRELIM
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4/10/24
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LIENHOLDER:
BY: ______________________________________
STATE OF )
)ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
___________________________ as _____________________________ of _______________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
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
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
DELTA
2°18'30"
4°51'36"
90°00'00"
90°00'00"
89°54'33"
34°41'04"
34°41'04"
90°00'00"
90°00'00"
90°00'00"
9°20'44"
5°35'28"
90°00'00"
90°00'00"
89°54'39"
90°05'21"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
89°59'46"
90°00'14"
80°39'02"
2°21'39"
2°24'00"
2°27'28"
6°20'23"
89°54'39"
90°05'21"
89°54'39"
90°00'00"
90°00'00"
90°00'00"
87°26'57"
88°18'15"
93°45'30"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
8°57'40"
90°00'00"
90°00'00"
86°14'30"
90°00'14"
9°20'44"
90°00'00"
99°20'44"
90°00'00"
82°07'18"
1°28'03"
80°39'02"
99°20'58"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
12°29'02"
7°52'42"
0°24'27"
RADIUS
515.00'
1180.00'
25.00'
25.00'
15.00'
51.00'
38.00'
51.00'
25.00'
51.00'
485.00'
1220.00'
25.00'
25.00'
25.00'
25.00'
8.00'
25.00'
25.00'
18.00'
25.00'
25.00'
25.00'
2542.00'
2500.00'
1380.00'
1380.00'
25.00'
25.00'
25.00'
25.00'
25.00'
12.00'
24.00'
12.01'
12.00'
12.00'
12.00'
25.00'
12.00'
25.00'
25.00'
25.00'
25.00'
25.00'
487.00'
25.00'
25.00'
25.00'
25.00'
513.00'
25.00'
14.00'
25.00'
12.00'
25.00'
25.00'
25.00'
25.00'
25.00'
8.00'
513.00'
2542.00'
LENGTH
20.75'
100.09'
39.27'
39.27'
23.54'
30.87'
23.00'
80.11'
39.27'
80.11'
79.11'
119.05'
39.27'
39.27'
39.23'
39.31'
12.57'
39.27'
39.27'
28.27'
39.27'
39.27'
35.19'
104.74'
104.72'
59.19'
152.69'
39.23'
39.31'
39.23'
39.27'
39.27'
18.85'
36.63'
18.52'
19.64'
18.85'
18.85'
39.27'
18.85'
3.91'
39.27'
39.27'
37.63'
39.27'
79.44'
39.27'
43.35'
39.27'
35.83'
13.14'
35.19'
24.28'
39.27'
18.85'
39.27'
39.27'
39.27'
39.27'
39.27'
1.74'
70.54'
18.08'
BEARING
S37°18'45"W
N35°18'20"E
N83°28'00"E
N06°32'00"W
N06°29'22"W
S55°48'32"W
S55°48'32"W
S83°28'00"W
S83°28'00"W
N06°32'00"W
N33°47'38"E
S35°40'16"W
N06°32'00"W
S83°28'00"W
N06°29'19"W
N83°30'41"E
N06°32'00"W
N83°28'00"E
N12°07'28"W
N77°52'32"E
N74°07'09"E
S15°52'51"E
N78°47'31"E
S37°17'05"W
N37°15'54"E
N25°09'56"E
N29°33'51"E
S06°29'19"E
S83°30'41"W
N06°29'19"W
N83°28'00"E
S06°32'00"E
N77°52'32"E
S10°50'57"E
S74°56'35"W
N14°00'13"W
S83°28'00"W
N06°32'00"W
N83°28'00"E
S06°32'00"E
N56°00'50"W
S83°28'00"W
N06°32'00"W
N75°59'47"E
S15°52'51"E
S33°47'38"W
S74°07'16"W
N11°12'22"W
N83°28'00"E
S10°28'21"E
S29°51'17"W
N78°47'31"E
S11°12'29"E
S83°28'00"W
N06°32'00"W
N83°28'00"E
S06°32'00"E
S83°28'00"W
N06°32'00"W
S06°32'00"E
S32°13'29"W
S34°31'39"W
S36°18'29"W
CHORD
20.75'
100.06'
35.36'
35.36'
21.20'
30.40'
22.65'
72.12'
35.36'
72.12'
79.02'
119.01'
35.36'
35.36'
35.33'
35.38'
11.31'
35.36'
35.36'
25.46'
35.35'
35.36'
32.36'
104.73'
104.71'
59.19'
152.62'
35.33'
35.38'
35.33'
35.36'
35.36'
16.97'
33.18'
16.74'
17.52'
16.97'
16.97'
35.36'
16.97'
3.91'
35.36'
35.36'
34.18'
35.36'
79.35'
35.36'
38.12'
35.36'
32.84'
13.14'
32.36'
21.35'
35.36'
16.97'
35.36'
35.36'
35.36'
35.36'
35.36'
1.74'
70.48'
18.08'
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
L51
L52
L53
L54
L55
L56
L57
L58
LENGTH
2.90'
5.00'
10.00'
18.42'
6.79'
40.31'
23.31'
40.31'
23.31'
62.73'
22.54'
64.46'
22.35'
556.14'
22.51'
124.46'
22.00'
124.46'
41.82'
105.33'
41.82'
105.33'
110.57'
40.00'
119.07'
39.69'
101.44'
106.07'
3.00'
16.00'
93.30'
95.92'
50.94'
7.17'
26.09'
52.12'
304.93'
16.92'
15.60'
0.80'
161.80'
1.00'
163.82'
138.62'
223.74'
70.37'
26.00'
52.12'
22.54'
69.87'
13.56'
24.00'
59.94'
27.50'
10.00'
27.50'
38.58'
105.33'
BEARING
N51° 26' 39"W
S51° 32' 00"E
S38° 28' 00"W
S51° 32' 00"E
S38° 28' 00"W
S38° 28' 00"W
N51° 32' 00"W
N38° 28' 00"E
S51° 32' 00"E
N38° 28' 00"E
S51° 32' 00"E
S38° 28' 00"W
N51° 32' 00"W
S38° 28' 00"W
N56° 53' 19"W
N33° 06' 41"E
S56° 53' 19"E
S32° 52' 32"W
S57° 07' 28"E
S32° 52' 32"W
N57° 07' 28"W
N32° 52' 32"E
N32° 52' 32"E
N38° 28' 00"E
N51° 32' 00"W
S38° 28' 00"W
N51° 32' 00"W
S51° 32' 00"E
N38° 28' 00"E
S38° 28' 00"W
S29° 07' 16"W
S29° 07' 16"W
S29° 07' 16"W
N60° 52' 44"W
S29° 07' 16"W
N51° 32' 00"W
S38° 28' 00"W
S60° 52' 58"E
N29° 07' 02"E
S60° 52' 58"E
S38° 28' 00"W
N51° 32' 00"W
N38° 28' 00"E
N38° 28' 00"E
N51° 32' 00"W
S38° 28' 00"W
N51° 32' 00"W
N51° 32' 00"W
S38° 28' 00"W
N32° 52' 32"E
S29° 07' 02"W
S60° 52' 58"E
S29° 07' 16"W
N60° 52' 44"W
S29° 07' 16"W
S60° 52' 44"E
S29° 07' 16"W
S51° 32' 00"E
LINE TABLE
LINE
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
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
LENGTH
30.00'
116.55'
8.52'
10.00'
8.52'
30.85'
8.57'
8.57'
6.26'
11.48'
8.00'
8.50'
10.00'
8.50'
20.00'
12.25'
67.07'
25.50'
49.77'
26.50'
10.00'
26.50'
5.77'
10.00'
83.52'
7.69'
7.69'
28.07'
30.00'
28.00'
28.00'
15.00'
28.00'
28.00'
80.91'
15.00'
28.00'
338.24'
32.93'
30.00'
27.97'
69.78'
95.44'
20.00'
62.54'
142.07'
78.17'
4.13'
10.00'
4.13'
4.90'
33.51'
6.02'
11.10'
30.00'
127.37'
12.70'
2.94'
BEARING
S60° 52' 58"E
N38° 28' 00"E
S51° 32' 00"E
N38° 28' 00"E
N51° 32' 00"W
N38° 28' 00"E
N38° 28' 00"E
N51° 32' 00"W
N06° 32' 56"W
S38° 28' 00"W
S38° 28' 00"W
N51° 32' 00"W
S38° 28' 00"W
S51° 32' 00"E
S38° 28' 00"W
S38° 28' 00"W
S57° 08' 34"E
S51° 32' 00"E
S38° 28' 00"W
N51° 32' 00"W
S38° 28' 00"W
S51° 32' 00"E
N53° 49' 25"E
S38° 28' 00"W
N29° 07' 16"E
N51° 32' 00"W
S51° 32' 00"E
S51° 32' 00"E
S38° 28' 00"W
N51° 32' 00"W
S51° 32' 00"E
S38° 28' 00"W
N51° 32' 00"W
S51° 32' 00"E
S29° 07' 16"W
S38° 28' 00"W
N51° 32' 00"W
N51° 26' 39"W
S38° 28' 00"W
N51° 32' 00"W
N38° 28' 00"E
N38° 28' 00"E
S38° 28' 00"W
S51° 32' 00"E
S38° 28' 00"W
S51° 32' 00"E
N38° 28' 00"E
N51° 32' 00"W
N38° 28' 00"E
S51° 32' 00"E
S51° 32' 10"E
N32° 52' 32"E
N57° 07' 28"W
N32° 52' 32"E
N32° 52' 32"E
N32° 52' 32"E
N58° 49' 30"W
N31° 10' 30"E
LINE TABLE
LINE
L117
L118
L119
L120
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
L151
L152
L153
L154
L155
L156
L157
L158
L159
L160
L161
L162
L163
L164
L165
L166
L167
L168
L169
L170
L171
L172
L173
L174
LENGTH
26.00'
8.00'
42.46'
22.54'
64.46'
6.00'
95.06'
132.21'
10.64'
6.82'
26.00'
10.00'
26.00'
80.42'
32.86'
6.00'
424.29'
161.43'
40.78'
5.00'
10.00'
31.28'
12.30'
8.00'
8.00'
15.32'
7.66'
10.00'
7.99'
54.61'
34.00'
10.00'
34.00'
57.70'
14.18'
3.03'
68.05'
26.17'
70.38'
70.38'
31.28'
7.41'
11.86'
8.51'
26.96'
22.97'
31.28'
22.54'
39.18'
30.82'
8.56'
10.00'
36.83'
26.91'
10.00'
26.91'
2.26'
BEARING
S51° 32' 00"E
S38° 28' 00"W
S82° 19' 26"W
N38° 26' 50"E
S51° 33' 10"E
S38° 33' 21"W
N38° 28' 00"E
N38° 28' 00"E
S51° 32' 00"E
N38° 28' 00"E
N51° 32' 00"W
S38° 28' 00"W
S51° 32' 00"E
S38° 28' 00"W
N51° 26' 39"W
N38° 33' 21"E
N38° 28' 00"E
N51° 32' 00"W
S38° 28' 00"W
N51° 32' 00"W
N60° 52' 58"W
N51° 32' 00"W
N60° 52' 58"W
N29° 07' 02"E
S29° 07' 02"W
S29° 07' 16"W
N58° 59' 53"W
S31° 00' 07"W
S58° 59' 53"E
S29° 07' 16"W
N60° 52' 44"W
S29° 07' 16"W
S60° 52' 44"E
S29° 07' 15"W
N36° 29' 51"E
N51° 32' 00"W
S51° 32' 00"E
N38° 35' 40"E
N38° 28' 00"E
S38° 28' 00"W
S51° 32' 00"E
S49° 12' 07"W
S08° 42' 44"W
S56° 14' 09"W
N72° 27' 53"E
N51° 32' 54"E
N51° 32' 00"W
S38° 26' 50"W
N83° 47' 31"E
S48° 10' 04"E
S38° 39' 08"W
N51° 26' 39"W
N32° 52' 32"E
N57° 07' 28"W
N32° 52' 32"E
S57° 07' 28"E
S38° 28' 00"W
TRACT A
FUTURE
DEVELOPMENT
CO
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BLOCK 1
LOT 1
DUE
SHEET 3
SHEET 4 SHEET 5
SHEET 7SHEET 6
Sheet
Of 7 Sheets
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2
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THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
PRELIM
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N
A
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Y
4/10/24
NOT FOR
C
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RECORD
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LEGEND
BOUNDARY LINE
RIGHT-OF-WAY LINE
LOT LINE
SHEET INDEX NORTH
LAND USE TABLE
PARCEL AREA PERCENT USE OWNED & MAINTAINED BY
TRACT A 405,050 S.F.9.30 A.C.35.09%Future Development Property Owner
BLOCK 1 LOT 1 716,518 S.F.16.45 A.C.62.07%Multi-family Residential/Drainage & Utility Easement Property Owner
PROPOSED ROW 32,826 S.F.0.75 A.C.2.84%Public Right-of-Way City of Fort Collins
TOTAL 1,154,394 S.F.26.50 A.C.100.00%
EAST LARIMER COUNTY WATER DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. ___________TBD__________
AND
BOXELDER SANITATION DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. ___________TBD________
EMERGENCY ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
HATCH LEGEND
EASEMENT LINE
EASEMENT EXCLUSION AREA
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
SAN CRISTO PUD
SECOND FILING
UNPLATTED
UNPLATTED
FND #4 REBAR
POINT OF BEGINNING
FND #4 REBAR
NO CAP
NORTH LINE OF
SECTION 7-T7N-R68W
BASIS OF BEARINGS E. VINE DRIVE
(PUBLIC ROW VARIES)
FND 2.5" ALUMINUM
CAP, CITY OF FORT
COLLINS NATURAL AREA
LE
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(P
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5
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E
8
9
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Delta= 25°03'25"
R=1005.00' L=439.51'
Dir= N11°24'30"E
Chord= 436.02'
N0
1
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'
1
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1
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N88°44'21"E 75.67'
S0
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W
80
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BURLINGTON NORTHERN SANTA FE RAILWAY
S88°44'21"W
190.47' (TIE)
UNPLATTED
TRACT A
FUTURE
DEVELOPMENT
405,050 sq. ft.
9.299 ac.
N88°53'46"E 5210.14'
974.57'
266.13'
3969.44'
S
0
4
°
1
3
'
5
1
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W
42
7
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3
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NORTHWEST CORNER
SECTION 7-T7N-R68W
FND #6 REBAR W/3 1/4"
ALUMINUM CAP, PLS 17497
1993
POINT OF COMMENCEMENT
NORTHEAST CORNER
SECTION 7-T7N-R68W
FND #6 REBAR W/3 1/4"
ALUMINUM CAP, PLS 17497
2005
SHEET 3
SHEET 4 SHEET 5
SHEET 7SHEET 6
SAN CRISTO PUD
SECOND FILING
Sheet
Of 7 Sheets
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3
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THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
SEE SHEET 4
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
EMERGENCY ACCESS EASEMENTEAE
SECTION LINE
DRAINAGE EASEMENTDE
DRAINAGE & UTILITY EASEMENTDUE
RIGHT OF WAYROW
NORTH
SEE SHEET 5
SHEET INDEX NORTH
PUBLIC ACCESS EASEMENTPAE
PRELIM
I
N
A
R
Y
4/10/24
NOT FOR
C
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S
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RECORD
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EAST LARIMER COUNTY WATER
DISTRICTELCO
BOXELDER SANITATION DISTRICTBSD
6.06'
L
1
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7
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T
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N38
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2
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1
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W
V
A
R
I
E
S
)
(P
E
R
R
E
C
.
N
O
.
1
9
8
8
0
2
5
7
5
2
&
RE
C
.
N
O
.
2
0
2
0
0
0
9
9
3
9
6
)
SAN CRISTO PUD
N38
°
3
8
'
2
5
"
E
3
8
6
.
0
0
'
Delta= 6°25'29"
R=1578.00' L=176.94'
Dir= N35°25'41"E
Chord= 176.85'
N40
°
0
6
'
1
5
"
E
2
1
7
.
0
6
'
Delta= 8°47'50"
R=1380.00' L=211.89'
Dir= N28°20'07"E
Chord= 211.68'
BLOCK 1
LOT 1
DUE
716,518 sq. ft.
16.449 ac.
LE
M
A
Y
A
V
E
N
U
E
(P
U
B
L
I
C
R
O
W
V
A
R
I
E
S
)
(P
E
R
R
E
C
.
N
O
.
1
9
8
8
0
2
5
7
5
2
&
NO
.
2
0
2
0
0
0
9
9
3
9
6
)
SAN CRISTO PUD
SECOND FILING
BLOCK 1
LOT 1
DUE
716,518 sq. ft.
16.449 ac.
BLOCK 1
LOT 1
DUE
716,518 sq. ft.
16.449 ac.
TRACT A
FUTURE
DEVELOPMENT
405,050 sq. ft.
9.299 ac.
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
& PAE
24' EAE
26' EAE
& PAE
26'
26' EAE
& PAE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EXC
L
U
S
I
O
N
EA
S
E
M
E
N
T
EXC
L
U
S
I
O
N
EASEMENT
EXCLUSION
E
A
S
E
M
E
N
T
E
X
C
L
U
S
I
O
N
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
EA
S
E
M
E
N
T
EXC
L
U
S
I
O
N
EAS
E
M
E
N
T
EX
C
L
U
S
I
O
N
EA
S
E
M
E
N
T
EXC
L
U
S
I
O
N
EASEMENT
EXCLUSION
S59°4
2
'
3
0
"
W
103.
5
3
'
(
T
I
E
)
SA
N
C
R
I
S
T
O
P
U
D
30'
E
L
C
O
&
B
S
D
E
A
S
E
M
E
N
T
(S
E
E
H
A
T
C
H
L
E
G
E
N
D
)
20' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
3
0
'
E
L
C
O
&
B
S
D
E
A
S
E
M
E
N
T
(
S
E
E
H
A
T
C
H
L
E
G
E
N
D
)
40' ELCO & BSD EASEMENT
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
45' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
26' PAE
(CROSSHATCHED
AREA)
EAS
E
M
E
N
T
EX
C
L
U
S
I
O
N
EA
S
E
M
E
N
T
EXC
L
U
S
I
O
N
EA
S
E
M
E
N
T
EXC
L
U
S
I
O
N
N51°32
'
0
0
"
W
3
1
.
2
8
'
S38
°
2
8
'
0
0
"
W
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
N38
°
2
8
'
0
0
"
E
7
0
.
3
7
'
N38
°
2
8
'
0
0
"
E
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
S38
°
2
8
'
0
0
"
W
70
.
3
7
'
N
5
1
°
3
2
'
0
0
"
W
3
1
.
2
8
'
L
1
3
9
S38
°
2
8
'
0
0
"
W
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
N38
°
2
8
'
0
0
"
E
7
0
.
3
7
'
N38
°
2
8
'
0
0
"
E
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
S38
°
2
8
'
0
0
"
W
70
.
3
7
'
N
5
1
°
3
2
'
0
0
"
W
3
1
.
2
8
'
S38
°
2
8
'
0
0
"
W
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
N38
°
2
8
'
0
0
"
E
7
0
.
3
7
'
N
5
1
°
3
2
'
0
0
"
W
3
1
.
2
8
'
N38
°
2
8
'
0
0
"
E
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
L46
N
5
1
°
3
2
'
0
0
"
W
3
1
.
2
8
'
N38
°
2
8
'
0
0
"
E
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
S38
°
2
8
'
0
0
"
W
53
.
1
1
'
N
5
1
°
3
2
'
0
0
"
W
3
1
.
2
8
'
L
7
L8
L
9
L6
L
4
L5
S
5
1
°
3
2
'
0
0
"
E
1
1
8
.
0
4
'
L49
N
5
1
°
3
2
'
0
0
"
W
136.4
5
'
N38
°
2
7
'
0
4
"
E
29.
3
3
'
S
5
1
°
3
2
'
0
0
"
E
4
1
.
8
8
'
76.
4
3
'
N
5
1
°
3
1
'
0
1
"
W
4
1
.
8
5
'
S38
°
2
8
'
5
9
"
W
76
.
4
4
'
S
5
1
°
3
2
'
0
0
"
E
4
1
.
8
8
'
64.
4
6
'
N
5
1
°
3
2
'
0
0
"
W
4
1
.
8
7
'
N38
°
2
8
'
0
0
"
E
64
.
4
6
'
N
5
1
°
3
2
'
0
0
"
W
7
6
.
4
2
'
S38
°
2
8
'
0
0
"
W
247
.
5
0
'
S
5
1
°
3
2
'
0
0
"
E
7
6
.
4
2
'
N38
°
2
8
'
0
0
"
E
247
.
5
0
'
S38
°
2
4
'
5
0
"
W
76
.
4
2
'
N
5
1
°
3
2
'
0
0
"
W
2
3
7
.
1
2
'
N38
°
2
8
'
0
0
"
E
76
.
4
2
'
N
5
1
°
3
2
'
0
0
"
W
2
4
5
.
9
1
'
S38
°
2
8
'
0
0
"
W
7
6
.
4
2
'
S
5
1
°
3
2
'
0
0
"
E
2
4
5
.
9
1
'
N38
°
2
8
'
0
0
"
E
76.
4
2
'
N38
°
2
8
'
0
0
"
E
90.
7
1
'
N
5
1
°
3
2
'
0
0
"
W
4
6
.
0
1
'
S38
°
2
8
'
0
0
"
W
90.
7
1
'
S
5
1
°
3
2
'
0
0
"
E
4
6
.
0
1
'
N38
°
2
4
'
5
0
"
E
7
6
.
4
2
'
N
5
1
°
3
2
'
0
0
"
W
2
3
9
.
2
4
'
S
5
1
°
3
1
'
1
4
"
E
77.4
2
'
S38
°
2
8
'
4
6
"
W
18
0
.
6
2
'
N
5
1
°
3
1
'
1
4
"
W
7
7
.
4
2
'
S
5
7
°
0
7
'
2
8
"
E
76
.
4
2
'
N38
°
2
8
'
0
0
"
E
76
.
4
1
'
S
5
1
°
3
2
'
4
4
"
E
2
1
1
.
0
0
'
N
5
1
°
3
2
'
0
0
"
W
2
1
1
.
0
0
'
L24
L58
L
2
7
S
5
1
°
3
2
'
0
0
"
E
5
2
.
1
2
'
C3
N38
°
2
8
'
0
0
"
E
16
0
.
9
4
'
C
4
L
4
8
C9
S38
°
2
8
'
0
0
"
W
1
6
0
.
9
4
'
C
6
0
L
4
5
C58
S38
°
2
8
'
0
0
"
W
18
4
.
4
8
'
C
5
7
S
5
1
°
3
2
'
0
0
"
E
223.7
4
'
C56
N38
°
2
8
'
0
0
"
E
18
4
.
4
8
'
C
5
9
L4
0
C52
L43
C
5
5
L
4
2
C54
L41
C
5
3
C
4
8
L44
C49
S
5
1
°
3
2
'
0
0
"
E
1
6
6
.
8
2
'
C50
S
5
1
°
3
2
'
0
0
"
E
249.0
9
'
C29
L10
1
C
3
2
S38
°
2
8
'
0
0
"
W
32
0
.
2
2
'
C4
6
N38
°
2
8
'
0
0
"
E
23
6
.
6
9
'
C
4
3
N
5
1
°
3
2
'
0
0
"
W
8
0
.
0
2
'
C42
L
2
5
C37
L30
C
4
0
L
2
8
E
A
S
E
M
E
N
T
E
X
C
L
U
S
I
O
N
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
L123
L
1
6
9
L133
L
1
3
2
L13
1
L
1
3
0
L12
9
L
1
2
8
L
1
3
5
L13
6
L137
L3
L2
S38
°
2
8
'
0
0
"
W
12
0
.
3
4
'
C12
C1
1
L13
4
L15
5
S
5
1
°
3
2
'
0
0
"
E
200.0
6
'
L143
L144
L1
4
5
L15
2
L153
N38
°
2
8
'
0
0
"
E
15
2
.
8
4
'
L
1
5
4
L
1
6
4
L15
7
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
49.62
'
L159
(TIE)
20.
0
5
'
L160
(TIE)
L161
(TIE)
S2
7
°
2
4
'
1
8
"
W
37
.
4
9
'
(
T
I
E
)
N
3
2
°
1
0
'
3
9
"
W
4
0
.
6
0
'
(
T
I
E
)
L162 (T
I
E
)
L163
(TIE)
N
.
L
I
N
K
L
A
N
E
(
P
R
I
V
A
T
E
)
AE
R
O
L
A
N
E
(
P
R
I
V
A
T
E
)
AE
R
O
L
A
N
E
(P
R
I
V
A
T
E
)
S
3
3
°
1
4
'
4
0
"
E
3
3
.
1
2
'
(
T
I
E
)
L168
(TIE)
9.3
3
'
31.
5
6
'
S
1
1
°
1
9
'
2
4
"
E
3
6
.
9
9
'
(
T
I
E
)
L69
(TIE)
17.27'
20'
10'
13'
S
5
1
°
2
6
'
3
9
"
E
8
6
4
.
8
8
'
79.64
'
9.
7
4
'
9.
7
7
'
3
2
.
1
1
'
3
2
.
1
4
'
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
C1
N
5
1
°
3
2
'
0
0
"
W
267.1
6
'
L60
L
6
1 L62
L
6
3
N38
°
2
8
'
0
0
"
E
216
.
5
7
'
S
5
1
°
2
7
'
1
3
"
E
7
1
.
0
7
'
N
5
1
°
2
7
'
1
3
"
W
6
6
.
0
7
'
L64
N
0
6
°
3
2
'
5
6
"
W
4
7
.
3
5
'
L65
L66
L67
N38
°
2
8
'
0
0
"
E
8
0
.
5
5
'
S
5
1
°
2
6
'
3
9
"
E
308.2
4
'
L68
L70
L71
L
7
2
S38
°
2
8
'
0
0
"
W
25
8
.
5
3
'
N
5
1
°
3
2
'
0
0
"
W
1
5
0
.
3
2
'
L73
S
5
1
°
3
2
'
0
0
"
E
124.8
2
'
L74
L
7
6
L77
L
7
8
L79
L
8
0
S38
°
2
8
'
0
0
"
W
1
2
5
.
8
8
'
L
8
4
L82
L
8
5
C
1
5
L
4
7
L37
C14
N
5
1
°
3
2
'
0
0
"
W
79.8
0
'
C
1
3
N38
°
2
8
'
0
0
"
E
1
6
0
.
9
4
'
C
1
0
L
3
6
C8
S38
°
2
8
'
0
0
"
W
1
8
6
.
2
7
'
C7
C6
L14
(EAE)
C23
N38
°
2
8
'
0
0
"
E
1
6
9
.
4
2
'
C18
S
5
1
°
3
2
'
0
0
"
E
203.0
7
'
8.00'
L118
(TIE)
E
A
S
E
M
E
N
T
E
X
C
L
U
S
I
O
N
L1
6
5
L
1
2
2
L12
0
6
4
.
4
6
'
9.
5
0
'
C26
C 27
N2
9
°
0
7
'
1
6
"
E
82
.
3
8
'
N6
0
°
5
2
'
4
4
"
W
51.
2
3
'
S2
9
°
0
7
'
1
6
"
W
95
.
0
4
'
N6
0
°
5
2
'
4
4
"
W
L1
7
0
C2
L109
N38
°
2
8
'
0
0
"
E
68
.
0
1
'
L108
L10
7
L106
L10
5
L
1
0
4
L99
L
9
8
L97
L
9
6
S38
°
2
8
'
0
0
"
W
123
.
0
2
'
S
0
6
°
3
2
'
5
6
"
E
5
8
.
6
7
'
S38
°
2
8
'
0
0
"
W
1
6
7
.
4
1
'
L
9
5
L94
L
9
2
S38
°
2
8
'
0
0
"
W
1
9
9
.
7
5
'
L
9
1
L90
L
8
9
S38
°
2
8
'
0
0
"
W
1
6
6
.
7
5
'
L
8
8
L87
L
8
6
S38
°
0
6
'
4
3
"
W
1
6
2
.
4
1
'
13'
S51°26
'
3
9
"
E
2
8
1
.
4
6
'
C28
S38°28'00"W
76.00'
S38
°
2
8
'
0
0
"
W
7
6
.
0
0
'
L174
C62
SHEET 3
SHEET 4 SHEET 5
SHEET 7SHEET 6
Sheet
Of 7 Sheets
TH
E
L
A
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L
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Ac
c
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up
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.
4
C
I
T
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
S
T
A
T
E
O
F
C
O
L
O
R
A
D
O
THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 3
SEE SHEET 6
NORTHSE
E
S
H
E
E
T
5
SHEET INDEX NORTH
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
PRELIM
I
N
A
R
Y
4/10/24
NOT FOR
C
O
N
S
T
R
U
C
T
I
O
N
O
R
RECORD
I
N
G
P
U
R
P
O
S
E
S
-
F
O
R
R
E
V
I
E
W
O
N
L
Y
EAST LARIMER COUNTY WATER DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. ___________TBD__________
AND
BOXELDER SANITATION DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. ___________TBD________
EMERGENCY ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
HATCH LEGEND
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
EMERGENCY ACCESS EASEMENTEAE
SECTION LINE
DRAINAGE EASEMENTDE
DRAINAGE & UTILITY EASEMENTDUE
RIGHT OF WAYROW
PUBLIC ACCESS EASEMENTPAE
EAST LARIMER COUNTY WATER
DISTRICTELCO
BOXELDER SANITATION DISTRICTBSD
6.06'
L
1
6
7
(
T
I
E
)
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
LO
T
6
FO
R
T
C
O
L
L
I
N
S
B
U
S
I
N
E
S
S
C
E
N
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R
S
E
C
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N
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F
I
L
I
N
G
TR
A
C
T
A
N
.
L
I
N
K
L
A
N
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(
6
0
'
R
O
W
P
E
R
F
O
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T
C
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L
L
I
N
S
B
U
S
I
N
E
S
S
C
E
N
T
E
R
2
N
D
F
I
L
I
N
G
)
UNPLATTED
N38
°
2
7
'
5
4
"
E
2
2
0
.
3
3
'
S
5
1
°
3
2
'
0
6
"
E
8
4
.
0
0
'
S
5
1
°
3
1
'
5
6
"
E
9
1
4
.
1
0
'
TRACT A
FUTURE
DEVELOPMENT
405,050 sq. ft.
9.299 ac.
L1
C
5
175
.
4
9
'
BLOCK 1
LOT 1
DUE
716,518 sq. ft.
16.449 ac.26' EAE
(SHADED)
26' EAE
26' EAE
26' EAE
26' EAE
& PAE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
EASEMENT
EXCLUSION
15' UE
15' UE
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
35' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
26' EAE
20' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
S
5
1
°
2
6
'
3
9
"
E
5
9
.
8
9
'
N38
°
2
7
'
5
4
"
E
44.
9
1
'
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
3
0
'
E
L
C
O
&
B
S
D
E
A
S
E
M
E
N
T
(
S
E
E
H
A
T
C
H
L
E
G
E
N
D
)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
45' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
26' PAE
(CROSSHATCHED
AREA)
26' PAE
(CROSSHATCHED
AREA)
N51°32
'
0
0
"
W
7
6
.
4
2
'
N38
°
2
8
'
0
0
"
E
247
.
5
0
'
N38
°
2
4
'
5
0
"
E
7
6
.
4
2
'
S
5
1
°
3
2
'
0
0
"
E
2
3
9
.
3
1
'
S38
°
2
8
'
0
0
"
W
76.
4
2
'
N
5
1
°
3
2
'
0
0
"
W
2
3
9
.
2
4
'
S
5
1
°
3
1
'
1
4
"
E
77.42
'
S38
°
2
8
'
4
6
"
W
18
0
.
6
2
'
N38
°
2
8
'
0
0
"
E
76
.
4
1
'
S
5
1
°
3
2
'
4
4
"
E
2
1
1
.
0
0
'
N
5
1
°
3
2
'
0
0
"
W
L24
L58
L26C41
L
2
7
L10
L
1
1
L12
L
1
3
N38
°
2
8
'
0
0
"
E
17
3
.
9
4
'
S
5
1
°
3
2
'
0
0
"
E
249.0
9
'
C31
L12
4
C30
N
5
1
°
2
6
'
3
9
"
W
249.0
9
'
C29
L10
1
C
3
2
N38
°
2
8
'
0
0
"
E
23
6
.
6
9
'
C
4
3
N
5
1
°
3
2
'
0
0
"
W
8
0
.
0
2
'
C42
L29
C38
L
2
5
C37
L30
C
4
0
L
2
8
C39
E
A
S
E
M
E
N
T
E
X
C
L
U
S
I
O
N
L127
L126
L12
5
N
5
1
°
2
6
'
3
9
"
W
2
4
5
.
2
3
'
L123
L
1
6
9
L133
L
1
3
2
L13
1
L
1
3
0
L12
9
L
1
2
8
L
1
3
5
L13
6
L137
L3
L2
S38
°
2
8
'
0
0
"
W
12
0
.
3
4
'
C12
26' EAE
26'
EAE
26' EAE
L162 (T
I
E
)
L163
(TIE)
30.
0
0
'
30.
0
0
'
S38
°
2
7
'
1
4
"
W
3
4
7
.
8
7
'
S38
°
2
7
'
1
4
"
W
60.
0
0
'
N
.
L
I
N
K
L
A
N
E
(
P
R
I
V
A
T
E
)
AE
R
O
L
A
N
E
(P
R
I
V
A
T
E
)
11
1
.
2
1
'
29.
8
4
'
2.00'
13.
0
0
'
13.
0
0
'
2.00'
CO
R
D
O
V
A
R
D
.
(P
U
B
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DE
D
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BY
T
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WID
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S
)
4
2
.
0
0
'
4
2
.
0
0
'
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
15'
15'
20'
10'
13'
S
5
1
°
2
6
'
3
9
"
E
8
6
4
.
8
8
'
S
5
1
°
2
6
'
3
9
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E
8
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4
.
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CO
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)
C61 N38
°
2
7
'
5
4
"
E
175
.
4
2
'
308.24
'
L68
L70
L71
L
7
2
S38
°
2
8
'
0
0
"
W
25
8
.
5
3
'
N
5
1
°
2
6
'
3
9
"
W
4
2
7
.
8
5
'
C
1
5
L
4
7
L37
N38
°
2
8
'
0
0
"
E
1
6
9
.
4
2
'
C18
S
5
1
°
3
2
'
0
0
"
E
203.0
7
'
N38
°
2
8
'
0
0
"
E
30.
0
0
'
N
5
1
°
3
2
'
0
0
"
W
5
1
.
0
0
'
C17
C16
S
5
1
°
2
6
'
3
9
"
E
1
0
2
.
6
9
'
E
A
S
E
M
E
N
T
E
X
C
L
U
S
I
O
N
L1
6
5
L
1
2
2
L12
0
6
4
.
4
6
'
9.
5
0
'
44.
8
4
'
C2
L109
N38
°
2
8
'
0
0
"
E
68
.
0
1
'
L108
L10
7
L106
L10
5
L
1
0
4
L10
3
L
1
0
2
N38
°
2
8
'
0
0
"
E
2
3
1
.
5
1
'
S
5
1
°
2
6
'
3
5
"
E
127.7
2
'
N
5
1
°
2
6
'
3
9
"
W
450.8
2
'
L99
L
9
8
L97
L
9
6
S
5
1
°
2
6
'
3
9
"
E
7
6
.
0
0
'
13'
C28
S38°28'00"W
76.00'
9.95'
SHEET 3
SHEET 4 SHEET 5
SHEET 7SHEET 6
E
A
S
E
M
E
N
T
E
X
C
L
U
S
I
O
N
26' PAE
(CROSSHATCHED
AREA)
S51°32
'
0
0
"
E
1
1
8
.
0
4
'
L49
136.4
5
'
26' EAE
S
5
1
°
2
6
'
3
9
"
E
8
6
4
.
8
8
'
S51°26
'
3
9
"
E
308.2
4
'
L
3
6
L
9
6
S
5
1
°
2
6
'
3
9
"
E
2
8
1
.
4
6
'
Sheet
Of 7 Sheets
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
NO
T
I
C
E
:
Ac
c
o
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o
C
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a
n
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a
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a
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b
a
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d
up
o
n
a
n
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f
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de
f
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c
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.
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m
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b
a
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d
u
p
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a
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f
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c
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be
c
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m
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.
5
C
I
T
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
S
T
A
T
E
O
F
C
O
L
O
R
A
D
O
THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 3
SEE SHEET 7
NORTH
SE
E
S
H
E
E
T
4
SHEET INDEX NORTH
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
PRELIM
I
N
A
R
Y
4/10/24
NOT FOR
C
O
N
S
T
R
U
C
T
I
O
N
O
R
RECORD
I
N
G
P
U
R
P
O
S
E
S
-
F
O
R
R
E
V
I
E
W
O
N
L
Y
EAST LARIMER COUNTY WATER DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. __________TBD__________
AND
BOXELDER SANITATION DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. __________TBD__________
EMERGENCY ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
HATCH LEGEND
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
EMERGENCY ACCESS EASEMENTEAE
SECTION LINE
DRAINAGE EASEMENTDE
DRAINAGE & UTILITY EASEMENTDUE
RIGHT OF WAYROW
PUBLIC ACCESS EASEMENTPAE
EAST LARIMER COUNTY WATER
DISTRICTELCO
BOXELDER SANITATION DISTRICTBSD
FND NAIL & BRASS
TAG, LS 38316
FND #4 REBAR
W/GPC, LS 38316
FND #4 REBAR
W/GPC, LS 38316
FND #4 REBAR
W/GPC, LS 38316
FND #4 REBAR
W/GPC, LS 38316
D
U
F
F
D
R
I
V
E
(7
6
'
P
U
B
L
I
C
R
O
W
P
E
R
C
A
P
S
T
O
N
E
C
O
T
T
A
G
E
S
)
PL
U
M
W
O
O
D
LA
N
E
FND #4 REBAR
NO CAP
FND #5 REBAR
WITH YELLOW
PLASTIC CAP
LS #38142
N6
0
°
5
2
'
5
8
"
W
8
6
3
.
8
8
'
N38
°
3
8
'
2
5
"
E
3
8
6
.
0
0
'
BLOCK 1
LOT 1
DUE
716,518 sq. ft.
16.449 ac.
LE
M
A
Y
A
V
E
N
U
E
(P
U
B
L
I
C
R
O
W
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A
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)
(P
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C
.
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1
9
8
8
0
2
5
7
5
2
&
RE
C
.
NO
.
2
0
2
0
0
0
9
9
3
9
6
)
CO
R
D
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V
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RO
A
D
(P
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B
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RO
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)
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O
T
T
A
G
E
S
26' EAE
26' EAE
26' EAE
24' EAE
26' EAE
& PAE
26' EAE
& PAE
26' EAE
& PAE
26' EAE
26'
EAE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
9' UE
9' UE
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
EAS
E
M
E
N
T
EX
C
L
U
S
I
O
N
EASEMENT
EXCLUSION
SA
N
C
R
I
S
T
O
P
U
D
UNPLATTED
S44°47'07"W
78.
8
7
'
(
T
I
E
)
S
6
0
°
5
2
'
4
4
"
E
52.
0
7
'
S6
0
°
5
2
'
4
4
"
E
36
5
.
3
1
'
S6
0
°
5
2
'
4
4
"
E
61.
2
7
'
S6
0
°
5
2
'
4
4
"
E
45
1
.
2
4
'
30'
E
L
C
O
&
B
S
D
E
A
S
E
M
E
N
T
(S
E
E
H
A
T
C
H
L
E
G
E
N
D
)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
40' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
S
0
4
°
2
3
'
2
3
"
E
8
1
.
6
2
'
(
T
I
E
)
N3
8
°
2
8
'
0
0
"
E
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
L46
N
5
1
°
3
2
'
0
0
"
W
3
1
.
2
8
'
N38
°
2
8
'
0
0
"
E
70.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
S38
°
2
8
'
0
0
"
W
53
.
1
1
'
N
5
1
°
3
2
'
0
0
"
W
3
1
.
2
8
'
S
5
1
°
3
2
'
0
0
"
E
2
4
5
.
9
1
'
N38
°
2
8
'
0
0
"
E
76.
4
2
'
N38
°
2
8
'
0
0
"
E
90.
7
1
'
N
5
1
°
3
2
'
0
0
"
W
4
6
.
0
1
'
S38
°
2
8
'
0
0
"
W
90.
7
1
'
S
5
1
°
3
2
'
0
0
"
E
4
6
.
0
1
'
S38
°
2
8
'
4
6
"
W
N51°31
'
1
4
"
W
7
7
.
4
2
'
N3
2
°
5
2
'
3
2
"
E
24
7
.
5
0
'
S
5
7
°
0
7
'
2
8
"
E
76
.
4
2
'
S3
2
°
5
2
'
3
2
"
W
24
7
.
5
0
'
N
5
7
°
0
7
'
2
8
"
W
76
.
4
2
'
L3
3
S6
0
°
5
2
'
5
9
"
E
2
0
8
.
4
8
'
N2
9
°
0
7
'
1
6
"
E
7
7
.
0
5
'
N6
0
°
5
3
'
2
9
"
W
20
1
.
3
1
'
L3
5
L34
S2
9
°
0
7
'
0
2
"
W
7
6
.
4
1
'
S6
0
°
5
2
'
5
8
"
E
2
3
4
.
2
5
'
N2
9
°
0
7
'
0
2
"
E
76
.
4
1
'
N6
0
°
5
2
'
5
8
"
W
23
4
.
2
5
'
N38
°
2
8
'
0
0
"
E
N3
2
°
5
2
'
3
2
"
E
75
.
0
1
'
N
5
7
°
0
7
'
2
8
"
W
17
8
.
2
3
'
L1
9
L2
0
L2
1
L2
2
L1
7
L1
6
L1
5
L1
8
S
5
1
°
3
2
'
0
0
"
E
223.7
4
'
C56
N38
°
2
8
'
0
0
"
E
18
4
.
4
8
'
L4
0
C52
L43
L41
C
5
3
L3
2
C47
N6
0
°
5
2
'
4
4
"
W
1
8
6
.
9
4
'
C
4
8
L44
C49
S
5
1
°
3
2
'
0
0
"
E
1
6
6
.
8
2
'
C50
C5
1
S38
°
2
8
'
0
0
"
W
C4
6
L3
1
C45
S6
0
°
5
2
'
5
8
"
E
82
.
9
4
'
C44
N3
2
°
5
2
'
3
2
"
E
23
5
.
8
3
'
N38
°
2
8
'
0
0
"
E
23
6
.
6
9
'
L23
C33
L7
5
C
3
4
S3
2
°
5
2
'
3
2
"
W
93
.
0
5
'
C35
N6
0
°
5
2
'
5
8
"
W
78
.
1
7
'
C36
26
.
0
0
'
35' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
S3
8
°
2
8
'
0
0
"
W
C12
L140
L141
S3
2
°
4
9
'
5
5
"
W
25
7
.
9
1
'
L142
N6
0
°
5
2
'
5
8
"
W
10
1
.
5
0
'
N2
9
°
0
7
'
1
6
"
E
11
4
.
3
0
'
C1
1
L15
5
S
5
1
°
3
2
'
0
0
"
E
200.0
6
'
L143
L144
L1
4
5
L146
L1
4
7
L1
4
8L1
4
9
L1
5
0
L1
5
1
N6
0
°
5
2
'
5
8
"
W
2
9
2
.
5
1
'
L15
2
L153
N38
°
2
8
'
0
0
"
E
15
2
.
8
4
'
L
1
5
4
L
1
5
8
L15
6
L
1
6
4
L15
7
26' EAE
26' EAE
26' EAE
S2
7
°
2
4
'
1
8
"
W
37
.
4
9
'
(
T
I
E
)
43
.
1
6
'
N
3
2
°
1
0
'
3
9
"
W
4
0
.
6
0
'
(
T
I
E
)
L166 (TIE)
2.00'
41
1
.
8
1
'
42
2
.
0
8
'
2.00'
AE
R
O
L
A
N
E
(
P
R
I
V
A
T
E
)
L
1
3
8
26' EAE
17.27'
D
U
F
F
D
R
I
V
E
(7
6
'
P
U
B
L
I
C
R
O
W
P
E
R
C
A
P
S
T
O
N
E
C
O
T
T
A
G
E
S
)
EAS
E
M
E
N
T
EX
C
L
U
S
I
O
N
N3
8
°
2
8
'
0
0
"
E
7
9
.
9
9
'
L3
8
L3
9
S6
0
°
5
2
'
5
8
"
E
26
2
.
5
8
'
L5
1
L5
2
S2
9
°
0
7
'
1
7
"
W
89
.
9
6
'
N2
9
°
0
9
'
5
3
"
E
99
.
5
2
'
N6
0
°
5
2
'
5
8
"
W
23
0
.
7
6
'
L5
7
L5
6
L5
5
L5
4
L5
3
L5
9
C1
N
5
1
°
3
2
'
0
0
"
W
267.1
6
'
S38
°
2
8
'
0
0
"
W
1
2
5
.
8
8
'
L
8
4
L82
L
8
5
N2
9
°
0
9
'
5
3
"
E
13
3
.
2
5
'
N6
0
°
5
2
'
5
8
"
W
94
.
0
7
'
L116
L1
1
5
L1
1
4
S
5
7
°
0
7
'
2
8
"
E
1
5
5
.
6
1
'
L113
N
5
7
°
0
7
'
2
8
"
W
1
3
9
.
5
9
'
L1
1
2
L111
L1
1
0
L
1
1
7
L10
0
C23
S6
0
°
5
2
'
5
8
"
E
26
2
.
2
9
'
C
2
2
L9
3
L8
3
C21
S6
0
°
5
2
'
5
8
"
E
2
5
6
.
9
1
'
L81
N3
2
°
5
2
'
3
2
"
E
12
5
.
7
8
'
C20
S
5
7
°
0
7
'
2
8
"
E
N
5
7
°
0
7
'
2
8
"
W
2
2
7
.
0
0
'
C
1
9
L5
0
N38
°
2
8
'
0
0
"
E
1
6
9
.
4
2
'
8.00'
L118
(TIE)
L119 (TIE)
63
.
6
0
'
30
.
2
1
'
13
.
9
1
'
16
1
.
7
8
'
1.87'
N6
0
°
5
9
'
3
3
"
W
14
0
.
1
9
'
(
T
I
E
)
N31°35'52"E
7.96' (TIE)
N60°52'44"W
5.00'
S60°52'44"E
5.00'
N2
9
°
0
7
'
1
6
"
E
82
.
3
8
'
N6
0
°
5
2
'
4
4
"
W
51.
2
3
'
S2
9
°
0
7
'
1
6
"
W
95
.
0
4
'
N6
0
°
5
2
'
4
4
"
W
43
.
5
5
'
S2
9
°
0
7
'
1
6
"
W
40
.
5
1
'
S6
0
°
5
2
'
4
4
"
E
94
.
7
8
'
N2
9
°
0
7
'
1
6
"
E
43
.
1
6
'
L1
7
3
L1
7
2
L1
7
1
L1
7
0
C2
L109
N38
°
2
8
'
0
0
"
E
S38
°
2
8
'
0
0
"
W
1
6
6
.
7
5
'
L
8
8
L87
L
8
6
S38
°
0
6
'
4
3
"
W
1
6
2
.
4
1
'
L174
C62
S2
9
°
0
7
'
1
6
"
W
75
.
9
9
'
S2
9
°
0
7
'
1
6
"
W
76
.
0
0
'
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
SHEET 3
SHEET 4 SHEET 5
SHEET 7SHEET 6
SA
N
C
R
I
S
T
O
P
U
D
FND #4 REBAR
NO CAP
N
6
0
°
5
9
'
3
3
"
W
14
0
.
1
9
'
(
T
I
E
)
EASEMENT
EXCLUSION
EAS
E
M
E
N
T
EX
C
L
U
S
I
O
N
S51°32
'
0
0
"
E
3
1
.
2
8
'
N38
°
2
8
'
0
0
"
E
7
0
.
3
7
'
S
5
1
°
3
2
'
0
0
"
E
3
1
.
2
8
'
S
5
1
°
3
2
'
0
0
"
E
C
5
5
L
4
2
C54
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
L69
(TIE)
L14
(EAE)
S38
°
2
8
'
0
0
"
W
1
6
6
.
7
5
'
Sheet
Of 7 Sheets
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
NO
T
I
C
E
:
Ac
c
o
r
d
i
n
g
t
o
C
o
l
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r
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a
w
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c
o
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m
e
n
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e
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n
y
l
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g
a
l
a
c
t
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b
a
s
e
d
up
o
n
a
n
y
d
e
f
e
c
t
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n
t
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i
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u
r
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y
w
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m
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p
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d
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f
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s
u
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y
be
c
o
m
m
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n
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d
m
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r
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t
h
a
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t
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n
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a
f
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h
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w
n
he
r
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o
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.
6
C
I
T
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
S
T
A
T
E
O
F
C
O
L
O
R
A
D
O
THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 4
NORTH
SE
E
S
H
E
E
T
7
SHEET INDEX NORTH
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
PRELIM
I
N
A
R
Y
4/10/24
NOT FOR
C
O
N
S
T
R
U
C
T
I
O
N
O
R
RECORD
I
N
G
P
U
R
P
O
S
E
S
-
F
O
R
R
E
V
I
E
W
O
N
L
Y
EAST LARIMER COUNTY WATER DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. __________TBD__________
AND
BOXELDER SANITATION DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. __________TBD__________
EMERGENCY ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
HATCH LEGEND
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
EMERGENCY ACCESS EASEMENTEAE
SECTION LINE
DRAINAGE EASEMENTDE
DRAINAGE & UTILITY EASEMENTDUE
RIGHT OF WAYROW
PUBLIC ACCESS EASEMENTPAE
EAST LARIMER COUNTY WATER
DISTRICTELCO
BOXELDER SANITATION DISTRICTBSD
FND NAIL & BRASS
TAG, LS 38316
LO
T
1
FO
R
T
C
O
L
L
I
N
S
B
U
S
I
N
E
S
S
C
E
N
T
E
R
T
H
I
R
D
F
I
L
I
N
G
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #5 REBAR
WITH YELLOW
PLASTIC CAP
LS #38142
S3
1
°
3
5
'
5
2
"
W
5
1
2
.
1
1
'
CO
R
D
O
V
A
RO
A
D
(P
U
B
L
I
C
RO
W
)
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
9' UE
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
S
0
4
°
2
3
'
2
3
"
E
8
1
.
6
2
'
(
T
I
E
)
N2
9
°
0
7
'
1
6
"
E
7
7
.
0
5
'
L2
0
L2
1
L1
7
L1
6
L1
5
L1
8
S3
2
°
5
2
'
3
2
"
W
93
.
0
5
'
C35
N6
0
°
5
2
'
5
8
"
W
7
8
.
1
7
'
30' EAE26' EAE
D
U
F
F
D
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I
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(7
6
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9
°
0
9
'
5
3
"
E
99
.
5
2
'
L5
9
N2
9
°
0
9
'
5
3
"
E
13
3
.
2
5
'
N6
0
°
5
2
'
5
8
"
W
9
4
.
0
7
'
L116
L1
1
5
L81
N3
2
°
5
2
'
3
2
"
E
12
5
.
7
8
'
C20
S
5
7
°
0
7
'
2
8
"
E
1
0
6
.
0
0
'
N3
2
°
5
2
'
3
2
"
E
30
.
0
0
'
16
1
.
7
8
'
1.87'
N6
0
°
5
9
'
3
3
"
W
14
0
.
1
9
'
(
T
I
E
)
N31°35'52"E
7.96' (TIE)
UNPLATTED
SHEET 3
SHEET 4 SHEET 5
SHEET 7SHEET 6
FND #4 REBAR
NO CAP
FO
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6.06'
N38
°
2
8
'
4
5
"
E
1
8
0
.
6
2
'
FND #4
REBAR
NO CAP
FND BRASS TAG
IN CONCRETE OF
CHAIN LINK
FENCE CORNER
LS #37963
N38
°
2
7
'
5
4
"
E
2
2
0
.
3
3
'
N
5
1
°
3
3
'
3
9
"
W
1
5
0
.
0
4
'
175
.
4
9
'
C 2 4
BLOCK 1
LOT 1
DUE
716,518 sq. ft.
16.449 ac.
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
& PAE
26' EAE
26'
EAE
26' EAE
& PAE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EX
C
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15' UE
35' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
26' EAE
20' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
40' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
45' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
S3
8
°
2
4
'
5
0
"
W
76
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4
2
'
S38
°
2
8
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0
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W
76.
4
2
'
N
5
1
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3
2
'
0
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"
W
2
3
9
.
2
4
'
S
5
1
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1
'
1
4
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E
77.42
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S38
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2
8
'
4
6
"
W
18
0
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6
2
'
N
5
1
°
3
1
'
1
4
"
W
7
7
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4
2
'
S
5
7
°
0
7
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2
8
"
E
76
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4
2
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2
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5
2
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3
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W
24
7
.
5
0
'
N38
°
2
8
'
0
0
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E
76
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4
1
'
S
5
1
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3
2
'
4
4
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E
2
1
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0
0
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S38
°
2
8
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0
0
"
W
7
6
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4
6
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N
5
1
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3
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0
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5
2
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3
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E
75
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0
1
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S
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7
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7
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2
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17
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2
3
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2
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2
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75
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7
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17
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2
3
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9
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L58
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L
1
3
N38
°
2
8
'
0
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"
E
17
3
.
9
4
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8
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4
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C
5
9
S
5
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3
2
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249.0
9
'
C31
L12
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S38
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8
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0
0
"
W
32
0
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2
2
'
N3
2
°
5
2
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3
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23
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8
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L126
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0
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W
12
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3
4
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C12
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2
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4
9
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5
5
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W
25
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9
1
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4
26' EAE
26'
EAE
26' EAE
L161
(TIE)
L163
(TIE)
S43
°
0
1
'
5
8
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W
56.
8
9
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(
T
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7
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4
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9
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2.00'
30' ELCO & BSD EASEMENT
(SEE HATCH LEGEND)
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68
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0
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°
2
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2
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4
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27
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9
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PAE
PAE
78
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6
2
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9.95'
13.
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FND #4 REBAR
NO CAP
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3
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7
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0
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°
2
7
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0
0
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°
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7
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13.
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Of 7 Sheets
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7
C
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THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 5
NORTH
SE
E
S
H
E
E
T
6
SHEET INDEX NORTH
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
PRELIM
I
N
A
R
Y
4/10/24
NOT FOR
C
O
N
S
T
R
U
C
T
I
O
N
O
R
RECORD
I
N
G
P
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P
O
S
E
S
-
F
O
R
R
E
V
I
E
W
O
N
L
Y
EAST LARIMER COUNTY WATER DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. __________TBD__________
AND
BOXELDER SANITATION DISTRICT EASEMENT
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. __________TBD__________
EMERGENCY ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
HATCH LEGEND
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
EMERGENCY ACCESS EASEMENTEAE
SECTION LINE
DRAINAGE EASEMENTDE
DRAINAGE & UTILITY EASEMENTDUE
RIGHT OF WAYROW
PUBLIC ACCESS EASEMENTPAE
EAST LARIMER COUNTY WATER
DISTRICTELCO
BOXELDER SANITATION DISTRICTBSD