HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 05/14/2025LAPORTE AVE
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MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, 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 to be constructed in connection with the Development which is the subject of this Plat. This warranty and
guarantee is made in accordance with the City 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 Owner 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 Owner 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 Owner 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 Owner. 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 Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon
the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject 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 Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner 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.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or
subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, 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 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 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 Professional Land Surveyor No. 38470
For and on Behalf of EPS Group, Inc.
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “Easements” (with the
exception of the "Ditch Easement" which is conveyed to Larimer County Canal No. 2 Irrigating Company) 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. The streets dedicated on this Plat are the fee property of the City as provided
in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements
consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable
markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights
hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City
does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition
in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any
building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the
Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability
or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the
obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
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: Gast Johnson & Muffly PC
323 S. College Ave., #1
Fort Collins, CO 80524
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 on this day
___________________.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Community Development and Neighborhood Services of the
City of Fort Collins, Colorado on this day ___________________.
____________________________________________________
Director of Community Development and Neighborhood Services
OWNER: Salud Health Centers, LLC
BY: _________________________________
John Santistevan, President/CEO
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
John Santistevan, as President/CEO of Salud Health Centers, LLC.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
SALUD FAMILY HEALTH CENTER
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
LAND SURVEYOR NOTES:
1. The Basis of Bearings is the South line of the Northwest Quarter of Section 10, Township 7 North Range 69 West of the 6th P.M. as bearing South 89° 14' 44" East
(assumed), and monumented as shown on drawing.
2. All information regarding easements, rights-of-way or Title of Record, Northern Engineering relied upon Land Title Guarantee Company, Commitment No.
FCC25125833-6, dated 03-12-2015 and Property Information Binder Order No. FCIF25176029, prepared by Land Title Guarantee Company, dated June 12, 2020. A
current title commitment will be provided to the surveyor prior to finalizing the survey.
3. The lineal unit of measurement for this plat is U. S. Survey Feet.
4. 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 1.6.B.2).
5. 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 heron assumes no responsibility for the mineral rights upon the subject
property.
6. For easements created by separate document and shown hereon refer to record document for specific terms.
7. 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.
8. 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, Attorney 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.
9. 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.
10. Adjacent property owner information per the Larimer County Land information Locator.
11. Per CRS 38-51-105 (3)(a), (3)(b), (4)(b), (4)(c), & 5, the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the interior
corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of record of said subdivision plat has only the required
responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat.
12. Centerline of Larimer County Canal #2 at time of field work performed February 2, 2015. A right-of-way as granted to the Larimer County Land Improvement
Company as recorded in Book G, Page 178 is referenced hereon. Said right-of-way easement is not defineable by its terms as document does not provide a definable
description of said right-of-way and only mentions "rights to ditches".
13. The temporary access easement will be extinguished upon the completed construction of the Maple Street expansion.
14. 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. This note will be removed prior to the surveyor signing the survey.
STATEMENT OF OWNERSHIP AND SUBDIVISION:
( Land Title Guarantee Company, Commitment No. FCC25125833-6, dated 03-12-2015)
PARCEL I:
CONSIDERING THE SOUTH LINE OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO AS
BEARING N 89° 50' 30" E 2650.16 FEET, AND WITH ALL BEARINGS HEREIN RELATIVE THERETO: BEGINNING AT A POINT ON THE EAST LINE OF THE SW 1/4 OF THE NW 1/4 OF
SAID SECTION 10, WHICH POINT BEARS N 00° 16' W 435.71 FEET FROM THE W 1/16 CORNER, ON THE CENTER LINE OF SAID SECTION 10, (WHICH W 1/16 CORNER BEARS N 89°
50' 30" E 1325.08 FEET FROM THE W 1/4 CORNER OF SAID SECTION 10); THENCE N 00° 16' W 890.51 FEET TO THE NW 1/16 CORNER OF SAID SECTION 10; THENCE ALONG THE
NORTH LINE OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 10, S 89° 40' W 329.81 FEET TO THE NW CORNER OF THE EAST 1/4 OF SAID SW 1/4 OF THE NW 1/4; THENCE
ALONG THE WEST LINE OF SAID EAST 1/4, S 00° 12' E 889.51 FEET; THENCE N 89° 50' 30" E 330.79 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 27, 2012 AT RECEPTION NO. 20120012755
AND
CONSIDERING THE SOUTH LINE OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO, AS
BEARING N 89° 50' 30" E 2650.16 FEET, AND WITH ALL BEARINGS HEREIN RELATIVE THERETO: BEGINNING AT A POINT ON THE WEST LINE OF THE SE 1/4 OF THE NW 1/4 OF
SAID SECTION 10, WHICH POINT BEARS N 00° 16' W 611.28 FEET FROM THE W 1/16 CORNER, ON THE CENTER LINE, OF SID SECTION 10, (WHICH W 1/16 BEARS N 89° 50' 30" E
1325.08 FEET FROM THE W 1/4 CORNER OF SAID SECTION 10); THENCE N 00° 16' W 714.94 FEET TO THE NW 1/16 CORNER OF SAID SECTION 10; THENCE ALONG THE NORTH
LINE OF THE SE 1/4 OF THE NW 1/4 OF SAID SECTION 10, N 89° 40' E 523.02 FEET; THENCE S 00° 23' E 246.09 FEET; THENCE N 89° 35' E 139.98 FEET; THENCE S 26° 20' W 240.25
FEET; THENCE S 04° 00' E 107.68 FEET; THENCE S 09° 10' W 84.79 FEET; THENCE S 30° 49' W 262.44 FEET; THENCE S 07° 11' E 110.60 FEET; THENCE N 57° 29' W 224.73 FEET;
THENCE N 49° 30' W 189.01 FEET; THENCE N 75° 12' W 98.16 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 27, 2012 AT RECEPTION NO. 20120012755.
AND
CONSIDERING THE EAST LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF
COLORADO, AS BEARING N 00° 31' W WITH ALL BEARINGS HEREIN RELATIVE THERETO; BEGINNING AT A POINT WHICH BEARS S 89° 40' W 796.70 FEET AND AGAIN S 00° 31'
E 233.35 FEET FROM THE CN 1/16 CORNER OF SAID SECTION 10; THENCE N 89° 40' E 146.29 FEET; THENCE S 26° 20' W 14.02 FEET; THENCE S 89° 35' W 139.98 FEET; THENCE N
00° 23' W 12.74 FEET TO THE POINT OF BEGINNING.
PARCEL II:
THE WEST 3/4TH OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
EXCEPT THAT PORTION LYING SOUTH AND WEST OF THAT CERTAIN EXISTING IRRIGATING CANAL REFERRED TO IN DEED RECORDED MARCH 27, 1946 IN BOOK 807 AT
PAGE 562;
ALSO EXCEPT THOSE PARCELS CONVEYED BY DEEDS RECORDED DECEMBER 1, 1949 IN BOOK 883 AT PAGE 496 AND DECEMBER 7, 1955 IN BOOK 1008 AT PAGE 161 AND
MARCH 23, 1955 IN BOOK 990 AT PAGE 194 AND AUGUST 7, 1956 IN BOOK 1024 AT PAGE 233 AND AUGUST 18, 1959 IN BOOK 1101 AT PAGE 124 AND SEPTEMBER 5, 1973 IN
BOOK 1570 AT PAGE 546
PARCEL III:
BEGINNING AT THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF
COLORADO; THENCE EAST 100 FEET; THENCE NORTH 300 FEET; THENCE EAST 318 FEET, MORE OR LESS, TO THE CENTER OF THE EXISTING IRRIGATION CANAL; THENCE
NORTHWESTERLY ALONG THE CENTER LINE OF SAID CANAL TO THE WEST LINE OF SAID SE 1/4 OF THE NW 1/4 OF SECTION 10; THENCE SOUTH ALONG SAID WEST LINE
OF THE SE 1/4 OF THE NW 1/4 586 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.
AND
THE WEST 15 FEET AND THE NORTH 150 FEET OF THE FOLLOWING:
BEGINNING AT A POINT 200 FEET EAST OF THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY
OF LARIMER, STATE OF COLORADO; THENCE NORTH 300 FEET; THENCE EAST 100 FEET; THENCE SOUTH 300 FEET; THENCE WEST 100 FEET TO THE POINT OF BEGINNING.
PARCEL IV:
BEGINNING AT A POINT 150 FEET EAST OF THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY
OF LARIMER, STATE OF COLORADO; THENCE EAST 50 FEET; THENCE NORTH 300 FEET; THENCE WEST 100 FEET; THENCE SOUTH 60 FEET; THENCE SOUTHEASTERLY TO A
POINT 230 FEET NORTH OF THE POINT OF BEGINNING, AND 50 FEET FROM THE EAST BOUNDARY LINE; THENCE SOUTH 230 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 5, 1964 IN BOOK 1236 AT PAGE 446
AND
BEGINNING AT A POINT 150 FEET EAST OF THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY
OF LARIMER, STATE OF COLORADO ; THENCE NORTH PARALLEL TO NORTH AND SOUTH CENTER LINE OF SECTION, 230 FEET; THENCE IN A NORTHWESTERLY DIRECTION
TO A POINT 50 FEET WEST AND 240 FEET NORTH OF POINT OF BEGINNING; THENCE SOUTH 240 FEET; THENCE EAST 50 FEET TO POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 5, 1964 IN BOOK 1236 AT PAGE 446
Containing 981,018 square feet or 22.52 acres, more or less.
For themselves and their successors in interest (collectively "Owner") 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 Salud Family Health Center (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with
the land.
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VICINITY MAP
NORTH
NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS:
1. 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.
EPS Group, Inc.
Blaine Matheson, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
EPS Group, Inc.
Robert C. Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE ENGINEER
SURVEYOR
John Santistevan
Salud Family Health Centers
203 S. Rollie Avenue
Fort Lupton, CO 80621
(303) 892-6401
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
(970) 224-5828
ARCHITECT
TW Beck Architects
170 South St. Vrain Ave.
PO Box 57
Estes Park, CO 80517
(970)586-3913
LARIMER COUNTY CANAL No. 2 IRRIGATING COMPANY APPROVAL
BY: _________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
________________________, as ______________________________ of the Larimer County Canal No. 2 Irrigating Company.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
LIENHOLDER:
BY: _________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
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
DRAFT
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S89°54'14"W 299.28'
5.50'
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FOUND #4 REBAR
FOUND #4 REBAR
WITH CAP, LS 5028
FOUND #4 REBAR
FOUND #4 REBAR
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
TRACT D
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UNPLATTED
UNINCORPORATED
LARIMER COUNTY
TRACT C
LOT 6
112,814 sq. ft.
2.590 ac.
TRACT A
80,657 sq. ft.
1.852 ac.
N89°54'14"E
13.66'
S89°54'14"W 298.97'
C4
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397
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LOT 5
102,175 sq. ft.
2.346 ac.
LOT 4
BLANKET ACCESS &
DRAINAGE EASEMENT
343,076 sq. ft.
7.876 ac.
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4
'
N0
0
°
4
2
'
4
6
"
E
6
5
6
.
1
2
'
S89°24'33"E 1320.17'
LOT 3
173,361 sq. ft.
3.980 ac.
LOT 2
96,594 sq. ft.
2.217 ac.
C13
C12
L39
C15
C14
36
.
0
0
'
11.61'
MAPLE STREET
(PRIVATE DRIVE)
30' SANITARY SEWER
EASEMENT
DRAINAGE EASEMENT
20' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
20' UTILITY
EASEMENT
285.00'
N89°14'49"W 330.72'
128.81'
N53
°
3
0
'
4
7
"
W
24' EAE
L57
C24
190.8
5
'
L35
C23
N62°
2
5
'
5
4
"
W
2
9
2
.
7
4
'
C22L34
N0
0
°
3
8
'
5
4
"
E
24
8
.
2
3
'
C21
UN
P
L
A
T
T
E
D
UNPLATTED
UNINCORPORATED
LARIMER COUNTY
146.25'
29
2
.
1
3
'
20' UTILITY
EASEMENT
C27
N1
5
°
3
0
'
5
6
"
E
11
6
.
5
4
'
S74°29'
0
4
"
E
24.00'
S1
5
°
3
0
'
5
6
"
W
13
2
.
3
4
'
C26
74.00
'
27.89
'
C25L33
24' EAE
C3
2
C31
TEMPORARY
ACCESS
EASEMENT
SEE NOTE 13
N89°17'14"W
326.64'
29
2
.
8
5
'
19
9
.
4
1
'
DRAINAGE EASEMENT
30' SANITARY SEWER
EASEMENT
49.99'50.98'
L2
8
C1
6
L8
L7
L6
C17L3L4
L5
C18
L2
7
24' EAE
20' EAE
20' EAE
9' UTILITY
EASEMENTL9
L1
0
N74°29'
0
4
"
W
220.50'
S1
5
°
3
0
'
5
6
"
W
22
8
.
0
2
'
S74°29'
0
4
"
E
112.50'
N1
5
°
3
0
'
5
6
"
E
98
.
8
3
'
S74°29'
0
4
"
E
126.00'
N1
5
°
3
0
'
5
6
"
E
1
0
3
.
0
8
'
EASEMENT EXCLUSION
L11
(TIE)
CL LARI
M
E
R
COUNT
Y
CANAL #2
10' POWER LINE EASEMENT
TO CITY OF FORT COLLINS
(BOOK 1599 PAGE 612)
CL L
A
R
I
M
E
R
C
O
U
N
T
Y
CAN
A
L
#
2
SEE NOTE 12
SEE NOTE 12
25' SEWER EASEMENT
(REC. NO. 20120012756)
THAT PORTION LYING
WITHIN THE BOUNDARY
LINES OF THIS PLAT IS
HEREBY VACATED
UPON RECORDATION
OF THIS PLAT
S53
°
2
1
'
2
8
"
E
55.2
5
'
S76°40'0
4
"
E
299.91'
S53
°
2
1
'
2
8
"
E
102
.
6
5
'
S76°40'0
4
"
E
302.91'
L1
L2
L16
L1
7
L18
L2
3
L2
2
L21
L2
0
L19
C34
L25
C33
C3
0
L2
4
L26
C37
C3
6
L6
9
10' UE
L31
L30
DITCH EASEMENT
(WIDTH VARIES)DITCH EASEMENT
(WIDTH VARIES)
N51
°
1
9
'
5
0
"
W
209
.
6
6
'
C43
C42
C41
L36
C44
C40
C39
C38
N53
°
3
0
'
4
7
"
W
120
.
2
7
'
S62°
2
5
'
5
4
"
E
2
9
2
.
7
4
'
12' PUBLIC ACCESS
EASEMENT (HATCHED)
S38
°
3
0
'
2
5
"
W
55.
4
0
'
58
5
.
6
8
'
C5
S38
°
3
0
'
2
5
"
W
2
5
1
.
4
6
'
L38
23.36'
C7
C6
N38
°
3
0
'
2
6
"
E
60.
7
9
'
L40
N38
°
3
0
'
2
5
"
E
2
4
4
.
4
5
'
C11
L41
C49
L56C48
L55
L54L53
L5
2
L51
C47L50
36' UE
29.5' PAE
36.0'WIDTH
VARIES
51
.
4
1
'
45
.
6
9
'
24
7
.
8
7
'
22.8
4
'
22.
0
8
'
L37
37.
9
1
'
12.54'
24.00'
C19 C28
C29 C50
C51
C52
154.41'
4.36'
5.78'
6.22'
410.88'
N69°2
3
'
3
7
"
E
262.20
'
N69°2
3
'
3
7
"
E
239.90
'
L5
8
L42 C45
L43
L46
L45
L44
L47
C46
L48
MA
P
L
E
S
T
R
E
E
T
(72
'
P
R
I
V
A
T
E
D
R
I
V
E
)
TEMPORARY
ACCESS
EASEMENT
SEE NOTE 13
LOT 1
LEEPER SUBDIVISION
EK
B
L
A
D
S
U
B
D
I
V
I
S
I
O
N
LO
T
1
0
LO
T
9
LO
T
4
LO
T
1
3
20
'
A
L
L
E
Y
(
P
E
R
E
K
B
L
A
D
S
U
B
.
)
MAPLE STREET
(60' PUBLIC R.O.W.)
(PER EKBLAD SUB.)
COLLINS CT.
(45' PUBLIC R.O.W.)
(PER EKBLAD SUB.)
UN
P
L
A
T
T
E
D
R
E
C
.
N
O
.
2
0
0
8
0
0
3
9
3
5
3
3.86'
32
.
1
3
'
10' UE
11.32'
14.95'
N89°14'44"W 285.00'
S38
°
3
0
'
2
5
"
W
9
0
.
5
6
'
77
.
1
8
'
33
0
.
3
6
'
307.57'
S0
0
°
2
3
'
4
6
"
W
3
7
7
.
9
7
'
329.98'
12.96'
44
.
8
6
'
24.01'
12.00'
N00°23'46"E
443.70'
N00°23'46"E
443.15'
28.62'
44
4
.
1
8
'
N0
0
°
2
3
'
4
6
"
E
4
7
2
.
8
1
'
C54
C35
10' UTILITY
EASEMENT
L65
L6
4
UTILITY EASEMENT
BY SEPARATE DOCUMENT
REC. NO ______TBD______
10' POWER LINE EASEMENT
TO THE CITY OF FORT COLLINS
(BOOK 1599 PAGE 612)
SEE DETAIL
THIS SHEET
12' PUBLIC ACCESS
EASEMENT (HATCHED)
10' UEC60
11.32'
29.
8
4
'
30.
9
4
'
N0
0
°
2
3
'
4
6
"
E
4
7
2
.
8
1
'
N38
°
3
0
'
2
6
"
E
60.
7
9
'
N38
°
3
0
'
2
5
"
E
9
2
.
1
8
'
L41
14.95'
S38
°
3
0
'
2
5
"
W
9
0
.
5
6
'
30.
9
4
'
N89°54'14"E
13.66'
L3
2
L2
9
L49
C53
28.62'
78
.
5
4
'
L68
L67
C5
7
L6
6
C58
C55
6.62'
5.95'
1.08'
C56
C59
12
.
0
0
'
12' PUBLIC ACCESS
EASEMENT (HATCHED)
10' UE
10' POWER LINE
EASEMENT
TO CITY OF
FORT COLLINS
(BOOK 1599
PAGE 612)
Sheet
Of 3 Sheets
SA
L
U
D
F
A
M
I
L
Y
H
E
A
L
T
H
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:
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|
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|
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S
A
|
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|
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C
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|
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O
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T
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|
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97
0
.
2
2
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.
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5
8
SALUD FAMILY HEALTH CENTER
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
2
CI
T
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
ST
A
T
E
O
F
C
O
L
O
R
A
D
O
NORTH
PRELIMINARY
CENTERLINE DITCH
SEE SHEET 3
SET 18" #4 REBAR w/1" BLUE
PLASTIC CAP, PLS 38470
LEGEND
BOUNDARY LINE
LOT LINE
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
RIGHT-OF-WAY LINE
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
EMERGENCY ACCESS EASEMENTEAE
PUBLIC ACCESS EASEMENTPAE
UTILITY EASEMENTUE
SECTION LINE
DRAFT
11-20-24
PRELIMINA
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
,
RECORDIN
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
EXISTING RIGHT-OF-WAY
EASEMENT LINE
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
LAND USE TABLE
PARCEL AREA PERCENT USE OWNED & MAINTAINED BY
LOTS 1-3, 5-7 557,285 S.F.12.79 A.C.56.81%Future Development Property Owner
LOT 4 343,076 S.F.7.88 A.C.34.97%Commercial Development / Blanket Drainage & Access Easement Property Owner
TRACT A 80,657 S.F.1.85 A.C.8.22%Private Drive Property Owner
TOTAL 981,018 S.F.22.52 A.C.100.00%
RIGHT-OF-WAYROW
EASEMENT DETAIL
(1"=30')
CENTER 1/4 CORNER
SECTION 10-7N-69W
FOUND 3-1/4" ALUM CAP
ON 2" ALUMINUM PIPE IN
MONUMENT BOX, LS 17497
POINT OF
COMMENCEMENT
WEST 1/4 CORNER
SECTION 10-7N-69W
FOUND 2-1/2" ALUMINUM CAP
IN MONUMENT BOX, LS 29407
32.
0
3
'
19
.
0
3
'
FOUND #4 REBAR
WITH YELLOW
PLASTIC CAP
LS 14823
FOUND #4 REBAR
FOUND #4 REBAR
WITH CAP, LS 5028
FOUND #4 REBAR
CENTER WEST 1
16 CORNER
SECTION 10-7N-69W
FOUND 30" #6 REBAR
WITH 2-1/2" ALUMINUM CAP
IN MONUMENT BOX
LS 31169, 2023
FOUND #4 REBAR
WITH YELLOW
PLASTIC CAP
LS 14823
FOUND #4 REBAR
WITH YELLOW
PLASTIC CAP
LS 14823
FOUND #4 REBAR
WITH YELLOW
PLASTIC CAP
LS 14823
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
FOUND PK NAIL &
BRASS TAG, LS 14823
FOUND PK NAIL &
BRASS TAG, LS 14823
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 14823
TRACT D
LO
T
1
,
1
S
T
R
E
P
L
A
T
SC
H
M
I
D
T
B
E
R
G
E
R
S
U
B
LOT 1
LEEPER
SUBDIVISION
FREY SUBDIVISIONUNPLATTED
TRACT ETRACT A
TRACT B
TRACT C
LOT 6
112,814 sq. ft.
2.590 ac.
TRACT A
80,657 sq. ft.
1.852 ac.
S38
°
3
0
'
2
5
"
W
397
.
4
2
'
C3
S0
8
°
1
6
'
5
9
"
W
95
.
1
2
'
70
.
4
4
'
N00°23'46"E 21.00'N89°14'30"W
85.50'
WEST LAPORTE AVENUE
(PUBLIC R.O.W. VARIES)
LOT 2
96,594 sq. ft.
2.217 ac.
LOT 1
38,784 sq. ft.
0.890 ac.
L39
N60°
2
6
'
1
7
"
W
1
9
4
.
1
5
'
50'
30'
38' ROW PER
FREY STREET COTTAGES
30' ROW PER ROAD
BOOK 4, PAGE 50
30' ROW PER
FREY SUBDIVISION
30' ROW PER ROAD
BOOK 5 PAGE 50
36'
36'
S89°14'44"E
1325.02'
N00°42'01"E
30.00' (TIE)
POINT OF
BEGINNING
9' UTILITY
EASEMENT
LILAC APARTMENTS REVISED
(REC. NO. 20110058492)
BASIS OF BEARINGS
SOUTH LINE OF NW 1/4
SECTION 10
N89°14'49"W 330.72'
128.81'
9' UTILITY
EASEMENT
LOT 7
33,557 sq. ft.
0.770 ac.
LO
T
7
N53
°
3
0
'
4
7
"
W
86.6
3
'
N2
5
°
1
4
'
5
9
"
W
70
.
1
1
'
N0
0
°
3
8
'
5
4
"
E
24
8
.
2
3
'
UNPLATTED
STODGY BREWING
SUBDIVISION
UNPLATTED
CITY PARK NORTH
SUBDIVISIONFR
E
Y
ST
R
E
E
T
GR
A
N
D
V
I
E
W
AV
E
N
U
E
POWER LINE EASEMENT
TO THE CITY OF FORT COLLINS
(BOOK 1599 PAGE 612)
CL L
A
R
I
M
E
R
C
O
U
N
T
Y
SEE NOTE 12
S11°56'51"W
21.44' (TIE)
L1
3
L12
L1
5
L14
L31
L30
N51
°
1
9
'
5
0
"
W
209
.
6
6
'
C41
L36
N25°14'59"W
102.40'
N53
°
3
0
'
4
7
"
W
120
.
2
7
'
N2
5
°
1
4
'
5
9
"
W
11
6
.
5
5
'
N53
°
3
0
'
4
7
"
W
101
.
4
4
'
87' DITCH
EASEMENT
S38
°
3
0
'
2
5
"
W
55.
4
0
'
L38
23.36'
N38
°
3
0
'
2
6
"
E
60.
7
9
'
L40
N38
°
3
0
'
2
5
"
E
2
4
4
.
4
5
'
N0
8
°
1
6
'
5
9
"
E
9
5
.
1
2
'
C10
N38
°
3
0
'
2
5
"
E
9
2
.
1
8
'
L41
MA
P
L
E
S
T
R
E
E
T
(7
2
'
P
R
I
V
A
T
E
D
R
I
V
E
)
22.8
4
'
22.
0
8
'
L37
37.
9
1
'
12' ROW PER STODGY
BREWING SUBDIVISION
S89°14'44"E
1325.01'
10' POWER LINE EASEMENT
(BOOK 1599 PAGE 612)
10' UE
FOUND 2-1/2"
ALUMINUM CAP
ON #6 REBAR
LS 24307
LEEPER SUBDIVISION
14.16'
FOUND #4 REBAR
WITH YELLOW
PLASTIC CAP
LS 14823
9' UTILITY
EASEMENT 7.35'
RIGHT-OF-WAY PER
RECEPTION NO.
20230029846
45'
42'
5.23'
11.32'
14.95'
N87°54'20"W 249.40'S0
7
°
3
7
'
1
9
"
E
72
.
4
4
'
N89°14'44"W
86.39'
N89°14'44"W
83.00'
S00°23'46"W 50.00'
N81°43'01"W
72.00'
N89°14'44"W 114.18'
20' RIGHT-OF-WAY
PER RECEPTION NO.
20230029846
N08°16'59"E
19.18'
C1
C2N00°38'41"E
20.00' (TIE)
30
8
.
5
3
'
C8
S0
8
°
1
6
'
5
9
"
W
9
5
.
1
2
'
S0
0
°
4
5
'
1
3
"
W
9
8
.
4
6
'
C9
S38
°
3
0
'
2
5
"
W
9
0
.
5
6
'
C20
77
.
1
8
'
N0
0
°
3
8
'
4
1
"
E
3
8
5
.
7
1
'
N00°23'46"E
443.70'
N00°23'46"E
443.15'
4.77'
5.23'
44
4
.
1
8
'
N0
0
°
2
3
'
4
6
"
E
4
7
2
.
8
1
'
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
15' UTILITY
EASEMENT
14.81'10.00'
L6
4
L6
3
L6
2
L6
1
L6
0
21
.
5
5
'
N0
0
°
2
3
'
4
6
"
E
2
1
4
.
8
0
'
11.32'
29.
8
4
'
30.
9
4
'
N0
0
°
2
3
'
4
6
"
E
4
7
2
.
8
1
'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
DELTA
74°51'56"
82°28'17"
30°13'26"
51°23'48"
51°23'48"
1°31'46"
49°52'02"
30°13'26"
17°03'09"
30°13'26"
51°23'48"
59°01'32"
49°35'59"
29°49'36"
5°33'10"
42°24'48"
90°00'00"
47°35'12"
1°45'47"
13°10'17"
RADIUS
20.00'
15.00'
275.00'
275.00'
311.00'
311.00'
311.00'
311.00'
311.00'
239.00'
239.00'
92.68'
294.04'
250.44'
1900.92'
25.00'
28.00'
25.00'
311.00'
311.00'
LENGTH
26.13'
21.59'
145.06'
246.69'
278.98'
8.30'
270.68'
164.05'
92.56'
126.07'
214.39'
95.47'
254.55'
130.37'
184.23'
18.51'
43.98'
20.76'
9.57'
71.49'
BEARING
S29°08'59"E
N49°31'08"E
S23°23'42"W
S64°12'19"W
S64°12'19"W
S89°08'20"W
S63°26'26"W
S23°23'42"W
S16°48'34"W
N23°23'42"E
N64°12'19"E
S77°57'56"W
S73°15'10"W
N67°02'03"W
N49°20'40"W
N05°41'28"W
S60°30'56"W
S50°41'28"E
S60°00'34"W
S31°55'17"W
CHORD
24.31'
19.77'
143.39'
238.50'
269.72'
8.30'
262.22'
162.16'
92.22'
124.62'
207.28'
91.31'
246.67'
128.91'
184.15'
18.09'
39.60'
20.17'
9.57'
71.34'
CURVE TABLE
CURVE
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
DELTA
6°05'25"
26°55'11"
10°56'19"
10°56'19"
26°55'11"
77°56'50"
102°03'10"
3°47'51"
0°37'31"
39°00'06"
31°01'31"
285°55'45"
30°28'40"
69°26'17"
69°35'49"
39°00'06"
30°28'40"
74°05'55"
17°37'58"
64°03'38"
RADIUS
250.44'
88.00'
88.00'
112.00'
112.00'
25.00'
25.00'
311.00'
311.00'
148.00'
239.00'
60.00'
148.00'
106.00'
94.00'
160.00'
160.00'
50.68'
336.04'
314.88'
LENGTH
26.62'
41.35'
16.80'
21.38'
52.62'
34.01'
44.53'
20.61'
3.39'
100.75'
129.42'
299.42'
78.73'
128.46'
114.18'
108.91'
85.11'
65.54'
103.42'
352.06'
BEARING
N78°54'08"W
N75°53'30"W
N56°57'44"W
N56°57'44"W
N75°53'30"W
S23°27'29"E
N66°32'31"E
S62°47'23"W
S65°00'04"W
N19°06'18"W
S54°01'10"W
N14°44'32"W
N53°50'41"W
N34°21'52"W
N34°17'06"W
N19°06'18"W
N53°50'41"W
S85°30'08"W
S57°16'10"W
N82°23'55"W
CHORD
26.61'
40.97'
16.77'
21.35'
52.14'
31.45'
38.87'
20.61'
3.39'
98.81'
127.84'
72.28'
77.80'
120.75'
107.29'
106.82'
84.11'
61.07'
103.01'
334.00'
CURVE TABLE
CURVE
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
DELTA
53°03'33"
49°42'11"
30°30'49"
8°58'53"
26°55'11"
10°56'19"
26°55'11"
10°56'19"
50°18'43"
5°32'49"
17°08'41"
0°22'08"
3°53'58"
20°37'16"
4°30'31"
1°45'23"
15°00'00"
35°13'32"
0°22'57"
44°59'14"
RADIUS
142.68'
244.04'
200.00'
1096.07'
124.00'
124.00'
82.50'
82.50'
19.49'
311.00'
311.00'
311.00'
230.00'
311.00'
62.00'
239.00'
94.00'
18.00'
239.00'
230.00'
LENGTH
132.13'
211.70'
106.51'
171.82'
58.26'
23.67'
38.76'
15.75'
17.11'
30.11'
93.06'
2.00'
15.65'
111.93'
4.88'
7.33'
24.61'
11.07'
1.60'
180.59'
BEARING
S74°58'57"W
S73°18'16"W
N66°35'14"W
N50°10'43"W
S75°53'30"E
S56°57'44"E
N75°53'30"W
N56°57'44"W
N26°20'59"W
S68°05'14"W
S79°25'59"W
S88°11'23"W
S87°57'14"W
S48°49'03"W
N33°22'02"E
S89°01'32"W
N07°06'14"W
N18°00'31"E
S87°57'22"W
S61°00'02"W
CHORD
127.46'
205.13'
105.26'
171.64'
57.73'
23.64'
38.41'
15.73'
16.57'
30.10'
92.71'
2.00'
15.65'
111.33'
4.88'
7.33'
24.54'
10.89'
1.60'
175.99'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
LENGTH
93.62'
94.68'
59.00'
20.00'
86.89'
33.00'
20.00'
45.67'
18.00'
26.10'
30.51'
30.00'
30.00'
30.00'
30.00'
78.41'
82.58'
5.43'
2.40'
81.91'
BEARING
S08° 59' 35"E
S13° 33' 25"E
N74° 29' 04"W
S15° 30' 56"W
S74° 29' 04"E
S15° 30' 56"W
N74° 29' 04"W
N15° 30' 56"E
N74° 29' 04"W
N15° 30' 57"E
S36° 06' 18"W
N89° 14' 44"W
S00° 23' 46"W
S89° 14' 44"E
N00° 23' 46"E
S27° 50' 34"E
S31° 19' 38"E
S20° 13' 05"E
S20° 13' 05"E
S31° 19' 38"E
LINE TABLE
LINE
L21
L22
L23
L24
L25
L26
L27
L28
L30
L31
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
LENGTH
79.97'
96.33'
95.70'
95.29'
4.06'
4.06'
96.32'
110.43'
336.77'
335.36'
11.54'
11.85'
16.63'
27.69'
27.54'
27.54'
1.25'
24.53'
24.53'
11.39'
BEARING
S27° 50' 34"E
S13° 33' 25"E
S08° 59' 35"E
N00° 23' 46"E
N69° 05' 01"W
N69° 05' 01"W
S26° 53' 51"E
N26° 53' 51"W
S00° 23' 46"W
S00° 23' 46"W
N89° 21' 05"W
N89° 22' 37"W
N51° 29' 35"W
N54° 13' 58"W
S51° 29' 35"E
N51° 29' 35"W
N53° 52' 35"W
N51° 29' 33"W
S51° 29' 33"E
S89° 21' 05"E
LINE TABLE
LINE
L43
L44
L45
L46
L47
L48
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
LENGTH
28.37'
5.08'
13.00'
5.08'
251.37'
7.63'
11.91'
157.88'
11.93'
5.30'
11.93'
109.56'
1.63'
16.63'
262.57'
273.40'
37.60'
57.70'
75.92'
167.02'
BEARING
S62° 25' 54"E
S27° 34' 06"W
N62° 25' 54"W
N27° 34' 06"E
S62° 25' 44"E
S51° 29' 35"E
N89° 21' 05"W
N62° 25' 54"W
N29° 24' 28"W
N62° 25' 54"W
S84° 32' 40"W
N62° 25' 54"W
N51° 29' 35"W
N51° 29' 35"W
S21° 59' 53"E
S21° 59' 53"E
S01° 19' 38"W
S05° 34' 46"E
S01° 23' 57"E
S05° 01' 18"W
LINE TABLE
LINE
L64
L65
L69
LENGTH
127.80'
107.70'
95.31'
BEARING
S21° 50' 35"W
S37° 23' 57"W
N00° 23' 46"E
Sheet
Of 3 Sheets
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8
SALUD FAMILY HEALTH CENTER
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
3
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NORTH
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
PRELIMINARY
SEE SHEET 2
SET 18" #4 REBAR w/1" BLUE
PLASTIC CAP, PLS 38470
LEGEND
FOUND PROPERTY CORNER
MONUMENT AS DESCRIBED
FOUND SECTION CORNER
MONUMENT AS DESCRIBED
EMERGENCY ACCESS EASEMENTEAE
PUBLIC ACCESS EASEMENTPAE
UTILITY EASEMENTUE
DRAFT
11-20-24
PRELIMINA
R
Y
-
N
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F
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C
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S
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CENTERLINE DITCH
BOUNDARY LINE
LOT LINE
RIGHT-OF-WAY LINE
SECTION LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
RIGHT-OF-WAYROW