TC3 Final Plat_02.24.26

Extracted text

Survey Location
0 1/2 mile
City Control
Point #1008
Paseo del Sol W (to be extended)
LOCATION MAP
.
Sheet 3A (1 of 5)
Boundary
Adjoiner
Easement
Reference Tie (not a boundary)
Survey Marker - found as noted
Survey Marker - set as noted
Control Point - set as noted
City of Santa Fe Control Monument
[within
Tract B & Tract D, Open Space]
[within Tract B & Tract D, Open Space]
Flood Hazard Boundaries are shown by graphic scaling only from the FIRM map. No field
survey was conducted to verify the Flood Hazard Boundary. See Reference Document No. 11
for graphic depiction of Flood Hazard Boundaries.
SURVEY NOTES
RECORD DOCUMENTS
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27222
SCOTT McCLOY N.M.P.S. No. 27222 DATE
SURVEYOR'S CERTIFICATE
I Scott McCloy, New Mexico Professional Surveyor, hereby certify that this subdivision plat
was prepared from actual field surveys performed during April of 2022 and December of 2023,
by me or under my direct supervision, that I am responsible for this survey, that this survey is
true and correct to the best of my knowledge, and that this boundary survey plat and the field
survey upon which it is based meet the Minimum Standards for Surveying in the state of New
Mexico.
McCLOY LAND SURVEYING, LLC ■ 150 CENTRAL PARK SQUARE ■ LOS ALAMOS, NEW MEXICO 87544
(505) 321-7404 ■ mccloy.surveying@gmail.com
LEGAL DESCRIPTION
PURPOSE OF PLAT
Acknowledgment:
DEDICATION & AFFIDAVIT
CITY OF SANTA FE NOTES AND CONDITIONS
CITY OF SANTA FE REVIEW
PUBLIC UTILITY EASEMENTS
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preliminary
Subdivision Plat
Tierra Contenta Phase 3A
TC Phase 3A, LLC
Section 13, 14, & the Pacheco Grant, Township 16 North, Range 8 East, New Mexico Principal Meridian
Santa Fe City and County, New Mexico
GUNNISON’S PRAIRIE DOG NOTE
THE PROJECT SHALL COMPLY WITH THE PROVISIONS OF THE GUNNISION’S
PRAIRIE DOG ORDINANCE (ARTICLE 14-8.12).
DUST CONTROL NOTE
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SYMBOLS
of
forprepared
lying within
located in the
Moy 2025
vicinity of
The purpose of this plat is to subdivide Tierra Contento Phase 3A into sixteen (16) tracts
for future development and six (6) tracts set aside as Open Space.
Tierra Contento Phase 3A
Lots 7A, BA, BB, 9A, 9B, 1OA, 1OB, 1OC, and 1OD as shown on Tierra Contento Phase
3A, Right of Way & Easement Dedication Plat (Reference Document No. 1)
1. Tierra Contento Phase 3A, Right of Way & Easement Dedication Plat, filed within the official
Santa Fe County Records as Document No.
2. Dedication Plat for Tract 8A3-7CB within Tierra Contento Subdivision, Phase 2B filed within
the official Santa Fe County records in Book 738, Page 14.
3. Annexation Plat for Tracts 1-9, Tierra Contento, Wolgamood Subdivision and Contiguous
Lands (East) filed within the official Santa Fe County records in Book 162, Page 5.
4. Quit Claim Deed from TC Phase 3A to N.M.S.D. filed within the official Santa Fe County
Records as Document No.
5. ALTA/ACSM Land Title Survey, Tracts 1-A-1, 4, 5, 7, 8, 9, Lot 1 & Remaining Portion of
Tract 3, Tierra Contento filed within the official Santa Fe County records in Book 231, Page 44.
6. Plat of Survey of a Portion of Lot 8, a Portion of Lot 9 of Section 12, all of Lot 7 and
Lot 8 of Section 13, Township 16 North, Range 8 East of the New Mexico Principal Meridian
filed within the official Santa Fe County records in Book 396, Page 11.
7. Tierra Contento Subdivision, Phase 1B, Unit 1, filed within the official Santa Fe County
records in Book 396, Page 12.
8. Tierra Contento Subdivision, Phase 2A, Unit 1, filed within the official Santa Fe County
records in Book 493, Page 13.
9. Tierra Contento Subdivision, Phase 2A, Unit 2, filed within the official Santa Fe County
records in Book 543, Page 1.
10. Barrio del Corazon Subdivision, within Tract 39, Tierra Contento Subdivision, filed within the
official Santa Fe County records in Book 555, Page 45.
11. ALTA/NSPS Land Title Survey of Tierra Contento Phase 3A, filed within the official Santa Fe
County records in Book 918, Page 50.
12. Land Division & Lot Line Adjustment for the New Mexico School for the Deaf, filed within
the official Santa Fe County records in Book 757, Page 32.
13. Plat of Survey of Lands Surveyed for the New Mexico School for the Deaf by Walter G.
Turley P.S. No. 95, File No. 58 F 38, Dated November 12, 1958. (not recorded)
14. Document Book and Page of adjoining properties, as shown.
15. Document Book and Page of easements, as shown.
0
Public Utility Easements shown on this plat are granted for the common and joint use of:
A. Public Service Company of New Mexico (PNM), a New Mexico corporation, (PNM Electric) for installation,
maintenance, and service of overhead and underground electrical lines, transformers, and other equipment
and related facilities reasonably necessary to provide electrical services.
B. New Mexico Gas Company (NMGCo) for installation, maintenance, and service of natural gas lines, valves
and other equipment and facilities reasonably necessary to provide natural gas services.
C. Lumen Technologies for the installation, maintenance and service of such lines, cable, and other related
equipment and facilities reasonably necessary to provide communication services.
D. Xfinity &/or Lumen Technologies for the installation, maintenance and service of such lines, cable, and
other related equipment and facilities reasonably necessary to provide Cable services.
E. City of Santa Fe (public water and public sewer) for the installation, maintenance and service of lines
and other equipment and facilities reasonably necessary to provide services to Public Utility Easements.
F. Ezee Fiber for the installation, maintenance, and service of such lines, cables, and other related
equipment and facilities reasonably necessary to provide communication services.
Included is the right to build, rebuild, construct, reconstruct, locate, relocate within the easement, change,
remove replace, modify, renew, operate and maintain facilities for purposes described above, together with
free access to, from, and over said easements, with the right and privilege of going upon, aver and
across adjoining lands of Granter for the purposes set forth herein and with the right to utilize the right
of way and easement to extend services to customers of Grantee, including sufficient working area space
for electric transformers, with the right and privilege to trim and remove trees, shrubs or bushes which
interfere with the purposes set forth herein. No building, sign, pool (aboveground or subsurface), hot tub,
concrete or wood pool decking, or other structure shall be erected or constructed on said easements, nor
shall any well be drilled or operated thereon. Property owners shall be solely responsible for correcting any
violations of National Electric Safety Code by construction of pools, decking, or any structures adjacent to
or near easements shown on this plat.
Easements for electric, transformers/switchgears, as installed, shall extend ten (10) feet in front of
transformer/switchgear doors and five (5) feet on each side.
DISCLAIMER: In approving this plat, Public Service Company of New Mexico (PNM) and New Mexico Gas
Company (NMGC) did not conduct a title search of the properties shown hereon. Consequently, PNM and
NMGC DO NOT waive or release any easement or easement rights which may have been granted by prior
plat, replat or other document and which are not shown on this plat.
PNM Electric Service Date
NM Gas Company Date
Lumen Technologies Date
LUMEN DISCLAIMER: This plat has been approved for easement purposes only. The signing of this plat does
not in any way guarantee communication service to the property.
Xfinity / Comcast Date
Ezee Fiber Date
Reviewed By:-----------------------
City Engineer for Land Use Date
Reviewed By:-----------------------
City Planner Date
Reviewed By:-----------------------
Interim Public Utilities Director Date
The undersigned owners and owners representatives of these lands do hereby consent ta this subdivision creating
16 tracts to be retained for future development and 6 tracts to be designated as Open Space. All Open Space
Tracts are granted to the City of Santa Fe and subject to drainage easements. Public utility easements as shown
hereon are hereby granted. Road slope easements, as shown hereon, are hereby granted to the City of Santa Fe
for construction and maintenance of roadway cuts and fills to support roadways within the dedicated
rights-of-way and/or easements. The City shall vacate such slope easements within the parcels shown hereon
upon approval of a subdivision plat and/or development plan for any portion of the property. This plat lies within
the planning and platting jurisdiction of the City of Santa Fe, New Mexico.
TC Phase 3A, LLC
STATE OF NEW MEXICO (
COUNTY OF SANTA FE 5SS
Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ____ DAY OF________ , 20
NOTARY DATE
MY COMMISSION EXPIRES ON
I 111 ,LffRD
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CHALAN RD
RANCHO V/1:JO BLVD
1. This plat is subject to valid restrictions, covenants and easements of record as shown on record documents noted hereon.
2. Property development is required to comply with applicable provisions of Chapter 14, Land Development Code, SFCC 1987 and subsequent
amendments.
3. Property development is required to comply with the provisions of each City of Santa Fe Ordinance adopted prior to plat and or development
plan recording with the County Clerk or submittal for a building permit application that modifies any provision of Chapter 14, Land Development
Code, SFCC 1987 and subsequent amendments.
4. Prior to any new construction, plat will be submitted to Santa Fe Fire Department for compliance with International Fire Code.
5. All Fire Department access shall be no greater than a 10% grade throughout.
6. Fire Department Access shall not be less than 20 feet wide to any new or remodeled construction.
7. Maintenance of drainage structures and appurtenances thereto within dedicated rights-of-way and drainage easements as shown hereon is the
responsibility of the City of Santa Fe.
8. All open space subject to drainage easements.
9. Centralized ponding provided for infrastructure and all tract development. Only a portion of tract 60 requires detention ponding to be provided by
tract developers. See sheet 13A of the Tierra Contento Phase 3A Infrastructure Plans in the City Plat Room.
10. Tract 57 and portions of Tract 60 require low-pressure sewers and individual lot grinder pumps.
11. Developers of Tracts 60 and 61 are required to provide 14-foot wide access within 20-foot easements to dams B1, B2 and B3. See sheet
13B of the Tierra Contento Phase 3A Infrastructure Plans in the City Plat Room ..
All on-site soil disturbing construction activities shall be addressed and provide measures to mitigate or control dust from being
transported offsite and polluting neighboring properties.
Any person, owner, contractor or operator who conducts earthmoving and/or dust generating activities is responsible for
implementing Best Management Practices (BMPs) in order to mitigate off-property transport of fugitive dust emissions.
A plan, or storm water prevention plan (SWPPP) when applicable, listing the Best Management Practices (BMPs), shall be provided
to the City Engineer, or their designee for review and approval. The approved BMPs shall be applied to the graded and/or
disturbed soil in order to stabilize the site.
The initial BMP shall address how the Contractor will minimize the amount of disturbed soil, and how the Contractor will stabilize
the disturbed surface area exposed to wind or vehicle traffic during construction.
Some BMPs shall include:
The reduction of vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate
to mitigate off-property transport of dust entrained by vehicles.
The minimization of drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and
minimize drop height of materials to the lowest height possible, including screening operations.
High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result
in off-property transport.
Restrict access: restrict access to the work area to only authorized vehicles and personnel.
In the event the above practices are ineffective to prevent off property transport, the owner or operator shall use at one or
more of the following Best Management Practices (BMPs):
Wet suppression: apply water to disturbed soil surfaces, backfill materials, screenings, and other dust generating operations as
necessary and appropriate considering current weather conditions, and prevent water used for dust control from entering any
public right-of-way, storm water drainage facility, or watercourse.
Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of the graded or disturbed surface.
Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
COUN1Y OF SANTA FE
STATE OF NEW MEXICO
Surface roughening: stabilize an active construction area during periods of inactivity or when vegetation cannot be immediately
established.
Cover: install cover materials such as tockifiers, erosion control blankets, gravel, vegetation (when appropriate), cold-millings,
etc. during periods of inactivity and properly anchor the cover.
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS
FILED FOR RECORD:
Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more than 30 days or while vegetation
is being established.
1. Distances are expressed in ground US Survey Feet (New Mexico State Plane
Coordinate System of 1983, Central Zone, 2011 realization). To convert
reported distances to grid multiply by the combined scale factor of
0. 9996035245.
2. Bearings are related to Grid North of the New Mexico State Plane Coordinate
System of 1983, Central Zone, 2011 realization.
3. As delineated on F.I.R.M. Panel No. 35049C0506E, Map Revised December
4th, 2012, Portions of the subject property lie within:
-Zone X (Areas determined to be outside the 0.2% annual chance
floodplain)
-Zone AE (Special Flood Hazard Areas (SFHAs) subject to inundation by
the 1% annual chance flood) (Base Flood Elevations determined.)
-Other Flood Areas (Areas of 0.2% annual chance flood; area of 1%
annual chance flood with average depths of less than 1 foot or with
drainage areas less than 1 square mile; and areas protected by levees
from 1% annual chance flood.)
ON THE DAY OF ____ A.D.
2026, AT O'CLOCK M. AND-----
WAS DULY RECORDED IN BOOK ___ , PAGE
OF THE RECORDS OF THE SANTA FE------
COUN1Y CLERK.
WITNESS MY HAND AND SEAL OF OFFICE
KATHARINE E. CLARK
COUNlY CLERK. SANTA FE COUNlY, N.M.
BY DEPU1Y
DRAWN BY
CHECKED BY
S.D.M.
S.D.M
INDEXING INFORMATION FOR COUNTY CLERK
STATE COUNTY SECTION TOWNSHIP RANGE SUBDIVISION
4. See Reference Document No. 11 for potential encroachments. NEW MEXICO SANTA FE 13 & 14 16 NORTH B EAST Tierra Contento Phase 3A
OWNER(S) Tierra Contento
TAX UPC No. 1-047-094-492-239, 1-048-094-(136-200, 150-350, & 220-410)

P a s e o d e l S o l W e s t
C i n t o N o r t e
C i n t o S u r
P a s e o d e l S o l W e s t
J a g u a r D r i v e
City of Santa Fe
Control Point #1008
3-inch aluminum cap
on concrete post
Tract 77
Tract 76
Tract 75
Tract 68
Tract 69
Tract 67
Tract 65
Tract 58
Tract 59
Tract 64
Tract 63
Tract F
Tract 62
Tract DTract 61
Tract C
Tract 60
Tract 57
Tract 56
Tract B
Tract A
Tract A
Tract 60
Tract B
Tract E
P a s e o d e l S o l W e s t
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27222
Sheet 3B (2 of 5)
McCLOY LAND SURVEYING, LLC ■ 150 CENTRAL PARK SQUARE ■ LOS ALAMOS, NEW MEXICO 87544
(505) 321-7404 ■ mccloy.surveying@gmail.com
Scale: 1 inch = 200 feet
Grid North
0' 200' 400' 600'
Subdivision Plat
Tierra Contenta Phase 3A
TC Phase 3A, LLC
Section 13, 14, & the Pacheco Grant, Township 16 North, Range 8 East, New Mexico Principal Meridian
Santa Fe City and County, New Mexico
SYMBOLS
Easement to be Vacated
Roadway/sidewalk, water, sewer, and
dry utility connection between tracts
required. Final connection locations to
be determined at the time of Tract
development, subject to TC Phase 3A,
LLC or it's authorized agent and City of
Santa Fe approval.
of
forprep a red
lying within
located in the
May 2025
vicinity of
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Ad"oiner
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Record Owner(s) Recording Info / , ,
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_, , / ::::-Lo a, Re s M & Elma 1-048-094-256-087 1A 461115 , / -::::
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CONTROL POINT COORDINATES
modified New Mexico State Plane Coordinates, Central Zone, NADB3(2D11)
NAVDBB, Geoid 18
Station Northing Easting Elevation Description
1 1,680,612.42 1,700,037.23 6,394.22 'TC1' 1-1/2" alum. cap #27222
2 1,679,933.05 1,698,420.11 6,370.36 'TC2' 1-1/2" alum. cap #27222
3 1,679,862.54 1,701,151.47 6,390.88 'TC3' 1-1/2" alum. cap #27222
4 1,679,730.97 1,702, 120.59 6,397.38 'NMSD' 1-1/2" alum. cap #27222
Coordinates are scaled to ground at Control Point No. 1 using the combined scale factor of
0.9996035245. Modified ground coordinates equal grid coordinates only at Control Point No. 1.
existing
Waterline Easement
Book 239, Page 24
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(NoworForme~y) Tax ID Lot (Book/Page) / \ /'/'-.
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1-048-094-106-115
1-048-094-083-124
1-048-094-030-053
1-048-094-038-112
1-048-094-014-112
1-048-094-519-144
1-048-094-496-145
1-048-094-460-106
1-04 7-094-436-082
1-04 7-094-398-035
1-047-094-324-057
s 1-04 7-094-316-099
1-04 7-094-300-216
1-047-094-292-304
1-04 7-094-446-365
1-047-094-439-373
1-047-094-467-391
1-04 7-094-489-371
1-047-094-093-429
1-047-094-120-406
1-048-094-338-465
1-048-094-370-259
1-048-094-370-259
1-048-094-370-259
All distances are ground U.S. Survey Feet
Central Zone of the New Mexico
State Plane Coordinate System of 1983
Grid = Ground x 0.9996035245
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4-A
B-2
Tr A
1A
1B
3-A-2
3-A-1
3-81
Lot 3 Tr B-1
2-E
2A-4
2A-2
Tr 8A3-7B
ace
7
6
Tr35
Open Space
Open Space
Park Tr C
Tract D-1
Tra ct D-3
Tract D-2
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Control
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No. 1
existing Slope & Public
Utility Easements
See Ref. Doc. No. 1
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- -..........::,.-- ;_..;-,-.. -----------;:::::::-:::--.,::;-··'0-- ________________ ..
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~ Book 2173, Page 198
existing Slope & Public
Utility Easements
See Ref. Doc. No. 1
existing Sanitary
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P a s e o d e l S o l W e s t
P a s e o d e l S o l W e s t
J a g u a r D r i v e
Tract 77
Tract 76
Tract 75
Tract 68
Tract 69
Tract 67
Tract 65
Tract 58
Tract 59 Tract 64 Tract 63
Tract 56
Tract A
S78°50'03"E 585.36'
N53°27'46"E 200.76'
N82°09'22"E 401.26'
N69°01'19"E 404.61' N69°09'11"E
160.74'
N89°57'12"E
50.23'
N00°25'24"W
19.08'
N68°56'14"E 322.61'
N57°00'07"E 290.95'
S89°47'59"E 394.69'
N71°39'14"E 357.31'
N45°58'53"E 300.48'
N29°45'00"E 210.12'
N00°09'26"E775.41'
N89°41'41"E
133.63'
N52°27'42"E1131.62'
C1
C2
C3
C4
C5
L1
L2
S75°23'49"W214.41'
C6
C7
S75°23'49"W204.26'
L3
L4
L5
L6
L7
L8
C9
C10
C11
C12
C13
C14
C15
L9
L10
L11
S60°57'17"W314.03'
C16
C17
L12
L13
C18
C19
L14
C20
C21
C22
C23
C24
C25
L15
C26
2.50'
N27°56'50"W
192.57'
L17
L18
L19
L20
C31
C32
C33
C34
C29
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t
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N
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t
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N60°57'17"E 314.03'
C35
C36
C37
L21
L22
L23
C38
S87°10'52"E
123.41'
N75°23'49"E 204.26'
C40
C41
L24
L25
N75°23'49"E 214.41'
C42
C43
C44
C45
L26
L27
N52°27'42"E660.17'
S53°36'26"W
187.97'
C46
S89°59'12"E511.49'
C47
S89°59'12"E422.24'
C48
C49
C50
C51
C52
C53
L28
N49°01'15"W
51.9'
93.6'
124.3'
64.5'
76.4'
N29°02'43"W
116.8'
N35°27'32"W
81.6'
174.0'
tie
N88°59'22"W
107.8'
N75°15'24"E606.6'
S56°54'49"W265.6'
120.28'
84.82'
S57°55'31"W317.02'
S59°13'05"W314.97'
N29°02'43"W
52.7'
20'
20'
20'
12.2'
17'
20.2'
20.1'
20'
19.1'
10.5'
17.8'
20'
17.5'
10.2'
23.7'
20'
21.3'
10.7'
L29
L30
L31
L32
L33
L34
L35
L36
25'
25'
11.5'
25'
20'
11.5'
25'
25'
11.5'
20'
25'11.5'
25'
20'
11.5'
25'
20' 20'
25'
20'25'
25'
25'
25'
25'
20'
29.9'
32.5'
10' 12.0'
11.4'
11.4'
11.5'
11.5'
9.9'
EL1
EC1
EC2
EC3
EC4
EC5
EC6
EC7
EC8
EC9
17.4'
20.8'
EL2
EL3
EL4
EL5
EC10
198.1'
25.1'
20'
20'
90.1'
EL6
EL7
EL8
EL9
EL10
EC11
EC12
EC13
167.0'
17.8'
12.3'
C30
L37
L38
C i n t o N o r t e
Tract B
Tract E
Control Point #3
2-inch aluminum cap
"Control TC3" #27222
Control Point #2
1.5-inch aluminum cap
"Control TC2" #27222
Centerline
20-foot Community
Trail Easement
Tract A
20-foot Public
Utility Easement
20'
20'
20'
20'
20-foot Drainage
Easement
C8
C39
10-foot Public Utility Easement
10-foot Public Utility Easement
10-foot Public Utility Easement
10-foot Public Utility Easement
20-foot Public Utility Easement
10'x30' drainage easement
20-foot Public Trail Easement
C27
N27°56'50"W546.59'
3'
64.7'
N
E
W
M
E
X
I
C
O
R
O
Y
E
V
R
U
S
LA
N
O
I
S
S
E
F
O
R
P
S
C
O
T
T
M
C
C
L
O
Y
27222
Subdivision Plat
Tierra Contenta Phase 3A
TC Phase 3A, LLC
Section 13, 14, & the Pacheco Grant, Township 16 North, Range 8 East, New Mexico Principal Meridian
Santa Fe City and County, New Mexico
Sheet 3C (3 of 5) McCLOY LAND SURVEYING, LLC ■ 150 CENTRAL PARK SQUARE ■ LOS ALAMOS, NEW MEXICO 87544
(505) 321-7404 ■ mccloy.surveying@gmail.com
Scale: 1 inch = 100 feet
Grid North
0' 100' 200' 300'
CURVE TABLE
Curve Radius Arc Length Central Angle Chord Bearing Ch. Length
LINE TABLE
LINE BEARING DISTANCE
CURVE TABLE
CURVE ARC
LENGTH RADIUS DELTA
ANGLE
CHORD
LENGTH
CHORD
BEARING
LINE TABLE
LINE TABLECURVE TABLE
CURVE ARC
LENGTH RADIUS DELTA
ANGLE
CHORD
LENGTH
CHORD
BEARING
SYMBOLS
Boundary
New Lot Lines
Adjoiner
Old Lot Line
Centerline New Community Trail
Existing Easement
New Easement
Slope Easement
Survey Marker - found No. 4 capped rebar #27222
Survey Marker - set
Witness Corrner - set
Control Point
Open Space & Drainage Easement
Public Utility Easement
COMMUNITY TRAIL EASEMENTS
LOTS
Utility Easement
of
forprepared
lying within
located in the
May 2025
/,,
/,,
/ ,1,, , I
/ / I
, , I, ,
/ / I
, I
,
~/,,
/,
\
vicinity of
z
)> z
OS::
(X)
uJ 0
~ Cb
N :,
o~
- ~_c
~
All distances are ground U.S. Survey Feet
Central Zone of the New Mexico
State Plane Coordinate System of 1983
Grid = Ground x 0.9996035245
...........................................
.....................................
North American Datum of 1983
2011 Realization
Latitude: North 35'37'01 .3935"
Longitude: West 106"03'17.4075"
_,/
3.283 Acres
36.12'
2.581 Acres
0
• unless otherwise noted
No. 4 copped rebar #27222
1-1 /2" alum. cap "Witness" #27222
5.214 Acres
2.993 Acres
N37'53'36"W
37.23'
N09'32'21 "W
/55.45'
34.53'
,"
., .
"''°. "'N •
... "'•O
~ T""
: : Neighborhood Park:
3_.295 [ Ac.res .
. r .
I
--·--··-··-··-··-··-··-··-··-··-
TC1
TC2
TC3
TC4
TC5
~
"0
VI
LINE BEARING DISTANCE
13.00' 18.92' 83'24'23" N53'48'24"E 17.30'
21.00 37.45 102'10'11 N63'11'18"E 32.68
38.00 17.18 25'53'59 S52'46'37"E 17.03
38.00' 26.90' 40'33'07" S60'06' 11 "E 26.34'
38.00' 16.90' 25"28'31" S6738'29"E 16.76'
TL1 N62"47'57"E 91.56'
TL2 N34"59'47"E 323.52'
TL3 N61"27'10"E 318.79'
TL4 N65"58'05"E 316.97'
TL5 N79"49 2TE 316.65
TL6 N59"13'05"E 316.67'
Tl7 N5755'31"E 316.82'
TL8 N56"54' 49"E 264.07'
TL9 N75"15 24-E 408.14
TL10 S14"44'36"E 9.27'
EC1 46.69' 21.44 124"45'19" 37.99' N30"00'49 "E
EC2 113.96' 163.52' 39"55'49" 111.67' N33" 11 '57"E
EC3 140.05' 240.01' 33"26'00" 138.07' N38"37'45"E
EC4 40.68' 87.67 26"34'59" 40.31' N48"21 '32"E
EC5 69.17' 155.43 32'52'15" 67.95' N6759'48"E
EC6 182.55' 450.77 23' 12' 12" 181.30' N66'55'06 "E
EC7 160.02' 538.67 1701'12" 159.43' N79'41'13"E
EC8 46.16' 14.90' 17730'25" 29.60' N7759'15"E
EC9 115.93' 358.98 16'30'14" 115.43' S60'33'30"W
EC10 115.61' 99.61' 66"29'04" 109.43' N65'56'11 "E
EU N42'36'01 "E 83.22
EL2 N5748 56 E 84.76
EL3 N54'17'12"E 48.02
EL4 N60'31'40"E 25.71'
EL5 N75"15'24..E 226.16
ELS N66'31'10"E 25.49'
EL7 S61'23'24"E 136.86
ELS N73'2T09"E 17.61
EL9 S04'21 17w 14.38
EL10 554·54· 13"E 53.94
. . en .
. q .
• "'·• "'·
No. 4 rebor
TL11 S49"21'10"E 78.79' EC11 52.60' 43.63 6!720'18'" 49.64' S52" 14'32"E
TL12 S39"49'34"E 59.41' EC12 21.15' 10.93' 110'54'10" 18.00' S51'05'47"E
TL13 S33"47'20"E 63.29' EC13 114.01' 200.07 32'39'02" 112.46' N71'04'44"W
TL14 S54"49'03"E 189.34'
TL15 S84"29'25"E 64.08'
TC1 ch N53"48'24"E chord 17.30'
TL16 N12"06'13"E 5.06'
TC2 ch N63"11 '18"E chord 32.68'
TL17 S65"43'3T'E 104.38
TC3 ch S52"46"37"E chord 17.03'
TL18 S39"49'3TE 13.83'
TC4 ch s50•05·11-E chord 26.34
TL19 s80·22·45-E 18.51'
TC5 ch S6738"29"E chord 16.76'
TL20 S54"54'13"E 67.15'
_,.,,,,,,..--------
..,..--- - - - -:-£>--------------------a"'.:
10.87'
..,..---
3.202 Acres
1/2-inch
iron pipe
found in fence
post foundation
--- ·-..
4.995 Acres
N79'35'23"E
40.51'
.............
: : : : : : : : • ~::.· J·s~~ ;;;-~ --::.'1\'
·· ;_:.-.... \}5: -;::;;--
:: :~ -
·_:..,.;- .. --·
old lot line
20'x1 o• drainage
easement
S32'01 '42"E
95.21'
••• N22'10'47"E ·
: : : : : : 59.16" :
S64'55'25"£
137.59'
S67'46'35"E
53.72'
The portion within Tract 68 is subject
to relocation upon approval of a
subdivision and/or development pion for
Tract 68.
~
N
N
1-inch
bent iron pipe
base of pipe held
1-inch
iron pipe"'
16.912 Acres
C1 136.41' 335.00 23'19'51" 135.47'N49"21'47''W
C2 5.95' 4.00' 65'15'44" 5.42' N16'23'50''W
C3 48.04' 345.00 756'41" 48.00' N65'45'58''W
C4 5.95' 4.00' 65'15'44" 5.42'566'51'54"W
C6 6.26' 4.00 90'00'00" 5.66' N59"36' 11 ''W
C7 6.28' 4.00 90'00'00" 5.66' S30'23' 49"W
CB 141.39' 465.00 1725'19" 140.65' S64"06'29"W
C9 6.28' 4.00 90'00'00" 5.66' N42'10'52''W
C10 11.90' 645.00' 1'03'25" 11.90' N6742'34''W
C11 6.16' 4.00' 66'34'26" 5.59' S4706'22"W
C12 325.20' 635.00 29'20'34" 321.66' S76'43'19"W
C13 6.21' 4.00' 88'54'15" 5.60' N73'29'50''W
\\ '- LINE BEARING DISTANCE C14 6.22' 645.00 0'43'49" 8.22' S61'19'12"W
, ~-- '- L1 N24·14•02"E s.32' l-"c"'15=-+-=s."'28~.r-=4=.o"'o"'•-c'90-"""oo"'·o"'o"'·r--'5"',5""s"'·=s"'15..,·5'"7"'•1'"'1"-w"ol
\ '- L2 s24•14 02 6.32 i-;;c-'-15:-+-;;-6.'=2a,;,,,f----,4",o;;;o:,1-'='90-='='oo:-r'o'='o"'·r--;5.,_5='5"'•;,;N1='4=·0;;;2"'·4"°'3"'''W"ol
''\ '-, L3 N14'36'11 6.00 -C~17,......_=6-=2~1'+--4=.o=o',\--=89..,'=00._,'2=2=,"+-...,5=.6=1y'=S=15='2=7-,,'2=9_,"W.,..
•'\ ' L4 S14'36'11"E 6.00' C18 179.57' 310.00' 33'11'17" 177.07'543'22'01"W
••. '- LS NB710 52 63.30 >-=c~19=-+~=9_=5"'5•+-~2=2'".o"'o,,,_=24=•""53"'•5~5'"'•>-'-~9~_4=9""•=s~14~-1=9'"'•2=4=-w"-'
\ '-, L6 N02'4908 E 6.00 C20 12.12' 20.00 34'43'40" 11.94'519"14'17"W
\.. ' u" L7 N8710 52 36.10 ......c"'2'"1+-~4=9.~87"'',t-~3=-'4'",1,..,-=a3"'•""37"'•3~1=,•,t-4~5~_5a.,5"'•=57""6''"2~4"•5""2=-w"-'
·\ ,;;:_-;°"o,_ LB s02·49 08 6.09 i-;;c-='22=-+-=3'='5_'=75:s•r-"'52"'4",o;;;o,,i-=3=·='54..,•3='3°'•r-3'"5'"_7='4"'•;,;N5;;;7=4,;,9;-;.o"'5"'•w;;,i
\' ~ , --s L9 N29"02 43 6.06 i-;;C;;.237"f-,-=9.'=1O,;,',f--1,.,5,c.o;;;o;,i-,;.34;,,',;;46:-,'o='6"'",f-,-;B;,;.9;;;6',I';-,N3="6'='2='8"''4;-;7,.''W;;,i
1\ ~o '.'-'(' L10 S60'5717 39.78 1-=C-=24=-+~1~1,=06""',.__1,..,2'".7"'1,,,_~49..,'~55.,'0=6.,",._1~0=.7~3...'=N4~6'=0""3,.,'1~7=''W"-'
.,1 ·'?. '\., '- L11 N29"02 43 6.00 C25 3.96' 12.00 18'53'05" 3.94' N61'34'18''W
---15-foot
droinage easement
, L12 N29"02'43"W 6.00' C26 220.03' 524.00' 24'03'33" 218.42' N40"05'59''W
L13 s29·02'43"E 6.05' 1-=c'='21=-+=43~_=a1""•,._-=54""1'".2'"a"'·~3"'•~55a.,•=11=,"r=4~3=.a=6....=N2~g-=5=4"'•2=5"'•w""
-~+-==+-~=ca--~=-c-'-'-c+-==a===',,"-l
'\. L14 S36'36'07"W 57.14' C26 38.26' 569.50' 3'43'08" 3B.26' N29"48'25''W
' L15 N71'00'50"W 11.49' 1-=c-=33=-+~=6.~37""',._=4'",o'"o"'·~91=·~12a.,•40=---=5=_1"2"'·=s1""4=•3""9'"'•oaa3'""•'""E
L16 N62'03 10 E 0.65 l-"C:;34=-+-=6.=28..,·--4,..0"'0',l-"'90'._..00a,'O,.o.,•-...,5..,6.,6y'..,N_..15._•5.._7._,•1...,1.,·"'IE
L17 S24"35 45 66.96 i-;;C:;35:-t-':-6.'=28,;,',f-=4"".o""o;,i-=90':::':-00:-,'0='0"'",f-...,5,c.6"'6"''"'57-=-4'=·0"'2",•43-•"'IE
L21 S29'02 43 E 6.00 C36 6.22' 555.00 0'50'55" 8.22' N61"22'45"E
L22 N60'5717 E 39.78 1-=c-=-37=-+-=6.~31"'·,._=4'",o'"o,,,_~91=·=14.,'5=4"'•,._...,5=_7"°2....=N=1s-~3""4..,'4~4""•""'E
L23 N29"02'43 5.93 C38 301.91' 565.00 30'36'57" 296.33' N7730°40"E
L24 s14•3s•11 "E 6.oo· 1-=c-=39=-+-'1=5~2.=68"'',._-=-s3""5'".0'"0"'·~17e-=25a.,'=19'"'•<-=16=2=.0=5....=N~a4=•0=5'"'•2~9.,"""'E
L25 N14"36'11"W 6.00' C40 6.26' 4.00' 90'00'oo· 5.66' S59"36'11"E
L26 s24• 14•02-w 6.09' 1-=c..,.4'"1+-~6.=28""',.__4'".o'"o"'·~90-==oo.,·o=o=,·,._...,5=,6=6....=N=30-=2=3a.,•4~9"'"""'E
L27 N24"1402 E 6.09 C42 151.14' 265.00 32'40'42" 149.10'566'15'50"E
L2B N04"31 44 E 53.oo 1-=c=43=-+~~6.""1"'1·,._=4=,o'"o,,,_=9s=·~o9.,•3~1"'•-~5=,9=5"'•=52=y=5~0'"'•44=-.•""'E
L29 N60'57'17"E 48.00' C44 6.71' 4.00' 96'09'31" 5.95' N72'18'47"E
wo N60'57 11 E 46.oo 1-=c~45=-+-1-0=1.=14"'•,._=25=5=_0'"0-=2,=·=52'"'·0=5'"'•,._10...,0=,5=3'"•=546'=40.a..a.,'2~5~.=,E
L31 S75"23'49"W 48.00' C46 5.62' 10.00' 33'21 '39" 5.74' S16'40'02"E
w2 N75"23 49 E 48.oo 1-=c-e47=-+-=5.=a2=·+--1'"0'".o'"o-=33=·=21"'•3=9,.,•+--'5=,1=4""•=s~16'=4~1e,.•3=1"-w=,
L33 S65'45'58"E 48.00' C48 48.29' 516.00' 5'21 '42" 48.27' N6716'22''W
L34 NOO'OO 48 E 5.50 1-=c.,.49=-+~=a.=7""1,,t-=1...5'"_0...0--33=·=17"'•0~4"'•-~a=,5=9""•=S7=6'~43-'5=7"'"W....
L35 S69'59 12 E 49,00 , ,-.;;C_.,50-~1=8.=93..,',.__3='0'".o,..,o,._=36..,'=09=-,'0..,1'-,",t-1=8=.6=2a,t'=S6=0'~09"-"-,''5=5;,"W_..
L36 S00'00' 48 5.50 '- 1-=C-='5=-1+-~s...,1.'725cc;•,f-~3='c5cc_2~7-~63='.;;15a,'27'4C,",r-4-';6,c.6"'6c.l'""N3"'7='0'c'5'-i'58~''W=1
L37 S29'02'43"E 5.95' '- C52 7.23' 72.00' 5'45'13" 7.23' N0724'21"E
wa N29"02'43"W 6.oo· , i-ac~53...,._2~1.=13"'•,._=52~4=.0'"0"'•~3=•~01""•5~4,_,•,._2...,1~.1=2'"'=Na=o-~1=4"'•3=7"•w=,
~- '---, •• ~;•-=a.:.-.-..aa=--,·-=---=-·:---=---=-·,~~~-;----=:.;...-.=
'---- -- ---
F ---~--~---· ··-··-·-··-· ·--~orth kne ;i: n
2
~;,u~ e~z~i~-~ ··-···--
../ Latitude: North 35'37'00.6416"
0
,/ Longitude: West 106"02'44.3382"

P a s e o d e l S o l W e s t
C i n t o S u r
Tract 67Tract 65Tract 58
Tract 59
Tract 64
Tract 63
Tract 62
Tract D
Tract 61
Tract C
Tract 60
Tract 56
N89°59'12"W 422.24' N89°59'12"W 599.09' N89°59'12"W 482.56'
C54
C55
L29
L30
L31
C56
S00°00'48"W158.13'
C57
L32
C58
C59
L33
L34
West400.42'
C60
C61
L35
L36
C62
N36°01'10"W160.61'
C63
248.88'
C64
C65
C66
L37
L38
L39
C67
C68
C71
C72
C75
C69
C70
C73
C74
C76
C77
C78
C79
L40
L41
L42
L43
40'
40'
N00°46'51"W1261.83'
S89°50'34"W2630.80'
N01°15'37"E 510.07'
S53°23'20"W
197.36'
S47°25'57"W
C80
S61°27'28"E 160.34'
C81
C82
L44
L45
L46
C83
S36°01'10"E 141.55'
C84
C85
C86
L47
L48
L49
C87
C88
C89
C90
L50
L51
L52 East 533.21'
C91
C92
C93
C94
C95
L53
L54
C96
C97
C98
L55
L56
C99
C100
C102
L57
L58
L59
N00°00'48"E 150.12'
S89°59'12"E 567.89'
C103
C104
L60
L61
L62
327.13'
C107
C110
N62°47'57"E 325.92'
C112
C113
C114
C115
C116
C117
C118
C119
L65
L66
L67
L68
L69
C120
C121
C124
C127
C129
C101
20'
25'
11.5'
11.5'
25'
20'
20.1'
25' 11.5'
L7030'
25'11.5'
L71
30'
25' 12.0'
L72
25'
25'
12.0'
L73
25'
25'
11.5'
30'
25'
12.0'
30'
25'
155.2'
S41°44'08"W
98.7'
S16°48'39"W
33.8'
S46°38'12"W
241.6'
40.3'
135.1'
N07°20'45"W
113.5'
N51°49'33"W
32.8'
N10°47'52"W
70.5'
N17°38'23"W
179.5'
N14°29'46"E
69.2'
N26°29'54"W
97.2'
N39°26'43"W
93.5'
N22°45'25"W
97.7'
N38°07'02"W
52.4'
N01°39'28"E
68.1'
N00°50'34"W
141.8'
36.2'
S68°36'44"E
78.3'
S23°36'44"E
334.8'
N86°48'54"E
193.1'
155.0'37.8'55.7'
L74
25'
41.3'
25'
11.5'
South
175.1'
S27°05'07"E
41.1'
N02°09'12"W
49.5'
169.3' 25.2' 62.7'
Tract E
EL1
EL2
EL3
EL4
EL5
EL6 EL7
EC1
EC2
EC3
EC4
EL8
EL9
EL10 EL11
EC5
S00°00'48"W
92.0'
29.5'
EL13
EL14
EL15
EL16
EL17
EL18
EL19EL20
EL12
11.8'
10-foot Drainage
Easement
25-foot Drainage Easement
20-foot Public Utility & Drainage Easement
20-foot Drainage Easement
20-foot Drainage Easement
E a s e m e n t
M
a
i
n
t
e
n
a
n
c
e
2 0 - f o o t
N26°26'06"W
165.7'
338.0'
22.3'
214.5'
20-foot Drainage
Easement
25'
25'
11.5'
184.6'
T r a c t I
L75
TL6
TL7
TL8
Tract B
20'
S58°26'27"W
45.8'
20'
S67°05'21"E
50.3'
3.0'
13.0'
30-foot Public Sanitary
Sewer Easement
Centerline 20-foot
Community Trail Easement
30-foot Public Sanitary
Sewer Easement
N61°27'28"W
Tract F
TC20
TC21
TL13
TL14
20'
Control Point #3
2-inch aluminum cap
"Control TC3" #27222
Control Point #2
1.5-inch aluminum cap
"Control TC2" #27222
25-foot Public Utility Easement
25-foot Public Utility
Easement
10-foot Public Utility Easement
10-foot Public Utility Easement
10-foot Public Utility Easement
15-foot drainage easement
N89°58'20"E 388.35'
S68°36'44"E
48.91'
Arc
45.8'
Arc
15' Arc
11.6'
Arc
29.1'
C128
C126
C125
N
E
W
M
E
X
I
C
O
R
O
Y
E
V
R
U
S
LA
N
O
I
S
S
E
F
O
R
P
S
C
O
T
T
M
C
C
L
O
Y
27222
McCLOY LAND SURVEYING, LLC ■ 150 CENTRAL PARK SQUARE ■ LOS ALAMOS, NEW MEXICO 87544
(505) 321-7404 ■ mccloy.surveying@gmail.com
Subdivision Plat
Tierra Contenta Phase 3A
TC Phase 3A, LLC
Section 13, 14, & the Pacheco Grant, Township 16 North, Range 8 East, New Mexico Principal Meridian
Santa Fe City and County, New Mexico
Sheet 3D (4 of 5)
Scale: 1 inch = 100 feet
Grid North
0' 100' 200' 300'
SYMBOLS
Boundary
New Lot Lines
Adjoiner
Old Lot Line
Centerline New Community Trail
Existing Easement
New Easement
Slope Easement
Survey Marker - found No. 4 capped rebar #27222
Survey Marker - set
Witness Corrner - set
Control Point
Open Space & Drainage Easement
Public Utility Easement
See Sheet 3E for curve and line tables.
of
forprepared
lying within
located in the
May 2025
vicinity of
North American Datum of 1983
2011 Realization
Latitude: North 35"37'01.3935"
Longitude: West 106"03'17.4075"
►
•. ~
10.029 Acres \ ~•. '$.
/
/
/
/
/ I
I
/
/ ·•..,
-
\Yo
- Arc
72.88'
. . ..
. . ;..-,-- . ·- :-: . . . .
.__,-.· ................ .
......................
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............................... 4
..................................
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . ........ .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,.4,..,
• • • • • • • • • • • • Open Space • • • • • • • • ,c,"',
~ :::::::::: :36.135 Acres ::::::· ,,,4-.,0
: ~ i:",!: : : : : : : : : : : : : : : : : : : : : : :1141 : ~ 'bOJ·
J r ••••••••••••••••••• :;........................ ·<:
East
121.98'
N45'00'00"W
61.03'
: :: :: :: :: :: :: :: ::;_t:
: : : : : : : : : : : : : : : : :;j.!f1
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I
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1-inch Ibrass cop 1
I
e21222 I
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1-inch
iron pipe
,---- --- -!- - --- -_L\ _- --- --- --- --
I
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2-inch
iron pipe
/
13.~49 Acres
N79'34'51 "E
33.42'
S85"39' 11 "E
33.13' S06'25'04"W
t--63.01'
- ..... .
N11'30'41"W
44.68'
:a: .... .
-- - - -248.53'- - - -
<D
: : : : : : : : : : : : : : : : t : : : : : : : : : : : : :
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No. 4 copped
rebor #11011
®
1/2-inch
iron pipe
found in fence post foundation
No. 4 copped rebor
#10461
@
13.926 Acres
No. 4 copped
rebor #11011
®
S00'09'39"E
44.75'
- --- ==
No. 4 copped
rebor #11011
\--------~
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unless otherwise noted
No. 4 capped rebcr #27222
1-1 /2" alum. cop "Witness" #27222
1-1/2" alum. cop "Control" 1/27222
granted by this plat
granted by this plat
(
I
148.82'
S89"45'16"W
No. 4 capped
rebor
@ ®
1 6.196 Acres
All distances are ground U.S. Survey Feet
Central Zone of the New Mexico
State Plane Coordinate System of 1983
Grid = Ground x 0.9996035245
Q)
N
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//
//
--
1-inch
iron pipe
0

P a s e o d e l S o l W e s t
Tract 77
Tract 58
Tract 59
Tract 60
Tract 57
Tract 56
Tract A
N89°59'12"W
248.88'
C64
C65
C66
L37
L38
L39
C67
C68
C71
C72
C75
C69
C70
C73
C74
N01°15'37"E 510.07'
S53°23'20"W
197.36'
S47°25'57"W
C80
S61°27'28"E 160.34'
C81
C82
L44
L45
L46
N01°23'33"W 557.19'
N44°04'49"W355.87'
N27°01'37"E 507.37'
N42°55'23"E 1115.98'
N49°23'08"W201.11'
N19°23'59"E 222.19'
L63
C106
S22°15'05"E
40.78'
S27°56'50"E
125.73'
S62°47'57"W327.13'
C107
C108
C109
C110
S86°18'43"W
111.75'
S01°47'13"E
101.69'
N01°47'13"W
101.69'
N86°18'43"E
111.75'
N62°47'57"E 325.92'
C111
C112
C113
C114
C115
C116
C117
C118
C119
L65
L66
L67
L68
L69
C120
C121
C124
C127
C129
L73
25'
25'
11.5'
EL14
EL15
EL16
EL17
EL18
EL19EL20
10-foot Drainage
Easement
25'
25'
11.5'
166.7'51.7'897.6'
16.6'
92.5'50.0'184.6'
N61°41'12"W
228.7' R
a
dius
=
1
1
9
.
0
0
'
=
33
°
4
4
'
2
1
"
Arc
=
7
0
.
0
7
'
N27°56'50"W
78.1'
T r a c t I
T r a c t H
L75
TL1
TC1
TL2
TL3
TL4
TL5
TC2
TC3
TC4
TC5
TC6
TC7
TC8
TC9
TC10
TC11
TC12
Tract B
20'
S58°26'27"W
45.8'
20'
S67°05'21"E
50.3'
3.0'
13.0'
N61°27'28"W
TC13
TC14
TC15
TC16
TC17
TC20
TC21
TL9
TL10
TL11
TL13
TL14
Centerline 20-foot
Community Trail Easement
80.5'
20'
Centerline
20-foot Community
Trail Easement Tract B
Control Point #2
1.5-inch aluminum cap
"Control TC2" #27222
50' Public Access
Easement
10-foot Public Utility Easement
S27°56'50"E 518.50'
C128
C126
C125
Tract B
1579.77'
S85°56'17"W664.95'
S89°49'46"E 590.42'
N00°17'55"W 579.79'
N01°23'33"W
TC15
TC16
TC17
TC18
TC19
TC20
TC21
TL9
TL10
TL11
TL12
TL13
TL14
Centerline 20-foot
Community Trail Easement
20'
N
E
W
M
E
X
I
C
O
R
O
Y
E
V
R
U
S
LA
N
O
I
S
S
E
F
O
R
P
S
C
O
T
T
M
C
C
L
O
Y
27222
McCLOY LAND SURVEYING, LLC ■ 150 CENTRAL PARK SQUARE ■ LOS ALAMOS, NEW MEXICO 87544
(505) 321-7404 ■ mccloy.surveying@gmail.com
Subdivision Plat
Tierra Contenta Phase 3A
TC Phase 3A, LLC
Section 13, 14, & the Pacheco Grant, Township 16 North, Range 8 East, New Mexico Principal Meridian
Santa Fe City and County, New Mexico
Sheet 3E (5 of 5)
Scale: 1 inch = 100 feet
Grid North
0' 100' 200' 300'
SYMBOLS
Boundary
New Lot Lines
Adjoiner
Old Lot Line
Centerline New Community Trail
Existing Easement
New Easement
Slope Easement
Survey Marker - found No. 4 capped rebar #27222
Survey Marker - set
Witness Corrner - set
Control Point
Open Space & Drainage Easement
Public Utility Easement
LINE TABLE CURVE TABLE
CURVE ARC
LENGTH RADIUS DELTA
ANGLE
CHORD
LENGTH
CHORD
BEARING
CURVE TABLE
CURVE ARC
LENGTH RADIUS DELTA
ANGLE
CHORD
LENGTH
CHORD
BEARING
LINE TABLE
COMMUNITY TRAIL
EASEMENTS LOTS
Match
Line
LINE TABLE CURVE TABLE
CURVE ARC
LENGTH RADIUS DELTA
ANGLE
CHORD
LENGTH
CHORD
BEARING
of
forprepared
lying within
located in the
May 2025
__ _/
,,
vicinity of
/
,, /
,, /
,, /
,, /
,, /
,, /
,, /
,, /
N43"22'20"E
67.52'
·········--·-
......,..-.::
::::::::::: /4·...........
.........
. . . . . . . .
.............
.......... '/4.............
...........
............
............
.......... ·~...........
............
............
: : : : : : : : : 1·.........
. . . . . . . . .
.........
. . . . . . . . . I.........
. . . . . . . . .
: : : : 46.89' :2!}' 50'
NBB"12'47"E
121.89'
10.063 Acres
N64'49'54 "W
57.00'
556"31 '3D"E
49.15'
:5: ::
"·,.., - • - • - •II) 0, ............. .
N23'28'40"E
33.59'
: g,
:: :: :::~-........
........
N60"53'15"E
40.63'
50-foot right of way
N36"01'31"W
57.06'
N48"28'2J"E
63.62'
·S46'06'24-"W·
: : : :45:12 '. : :
::: \·::::.......
......
.......
•••••• "N89'13''48"W'
: : : : : : : : : : :68:1 ~ ,·
N64'30'41 nE
71.52'
North
43.13'
S30"16'17"W
51.49'
~ _z<T- .. . . . . . . . . . . . . . . . . ------..
North American Datum of 1983
2011 Realization
Latitude: North 35'37'01.3935•
Longitude: West 106'03'17.4075"
10.029 Acres
........... :;
~ · •••••••••••• . 1::.-NOC8"'-'.-'0B:'.:,5:'.;f:;;.E:--'
~~~ ;ff 97.4'
. JF . . . . . . . . . ...... '<·..,_..,...__
: : : : : : :NaT-10'35'\Y:
• • • • • • • • • • ·60:22'·
East
121.98'
N45"00'00"W
61.03'
North
28.93"
,, I
I
I
,, I
,, I
'
,,
\
I
'
,,
'
All distances are ground U.S. Survey Feet
Central Zone of the New Mexico
State Plane Coordinate System af 1983
Grid = Ground x 0.9996035245
7-
"JA
I
t
I
,,
I
,,
:: /
,,-,--"/ :-:'...,
~~/
2-inch
iron pipe
13.q49 Acres
/
I
4'1-lnch
iron pipe 0-,----------, ' ........ __ _
_J
''I
LINE
EL1
EL2
EL.3
EL4
ELS
EL6
EL7
ELB
EL9
EL10
EL11
EL12
EL13
EL14
EL15
EL16
EL17
EL18
EL19
EL20
LINE
TL1
TL2
TL.3
TL4
TL5
TL6
TL7
TLB
TL9
TL10
TL11
TL12
TL13
TL14
BEARING
S08'08'29"E
S07"39'23"W
S15'44'10"E
South
532'29"27
514'36'42
527"36.52
586'45'46
N50'55 38 E
N78'53'19"E
N36'48'01 "E
s25·01 ·55 w
S67"21 '57"W
518"13'14
579·25·33
559'16'58
527"42"59
547"51 '18
558'00' 48"W
574'50 11 w
BEARING
N62"03 10"E
N03'40'33"W
571'23'59-W
N36'22 1TE
N06'01 40 E
s52·2s·15 w
563"12'16-w
S89"45'16"W
522'56 12 c.
S56'11 '50"E
582'31 42 c.
S55'46'27"E
N58'42 44 E
N65'49 31 "E
DISTANCE
39.21'
33.76' EC1
97.14' EC2
16.40 EC3
30.73 EC4
19.58 EC5
34.81
45.81
25.81
82.43'
43.99'
22.19
42.24'
23.28
28.25
58.56
25.01
41.76
30.07'
26.54
DISTANCE
75.70
86.05' TC1
23.24' TC2
26.83
13.71 TC3
221.32 TC4
495.00 TC5
450.00' TC6
62.39
8.76' TC7
93.16 TCB
22.02· TC9
69.93
42.79 TC10
TC11
TC12
TC13
TC14
TC15
TC16
TC17
TC18
TC19
TC20
TC21
30.33' 30.00'
38.02' 85.46
48.49' 151.03
123.83' 131.72
19.39' 85.46'
15.96' 8.00'
16.71' 40.00'
173.51' 222.75'
33.01' 16.00'
51.02' 73.30'
16.00' 21.00'
64.1 o· 47.04'
98.22' 114.33'
27.79' 262.87'
23, 1o' 13.00'
29.13' 55.00'
37.95' 55.00'
243.08' 557.27'
25.18' 55.00'
83.59' 144.00
107.08' 233.00
67.24' 144.00
33.17' 55.00'
125.89' 233.00
28.93' 233.00'
14.90' 21.00
57"55'52" 29.06' 556'34' 48"E
25"29'17" 37.70' 574'23'35"W
18'23'42" 48.28' N52'27'05 "E
53"51 '50" 119.32' N66"18'19"E
1soo·1 o· 19.35' 521'06'47"E
114"16'17" 13.44' 560'48'42"E
23"55'49" 16.59' 515'38'27"E
44·37•54• 169.16' S49'55'19"E
118'12'08" 27.46' N48"39'41"E
39"52'47" 49.99' 530'22' 46"E
43"38'47" 15.61' N28'29'46'W
78'04'21" 59.26' N32'21 '48 "E
49"13'16" 95.23' 583'59'24"E
6"03'27" 27.78' 562'24'29"E
101"48'30" 20.18' 514'31 '58"E
30'20'38" 28.79' S21'11'59"W
39"32'05" 37.20' 513'44'23"E
24"59'31" 241.15' N36'40'31 'W
26"14'04" 24.96' N36'03' 14"W
33"15'37" 82.42' N39'34'01 'W
26"19'52" 106.14' N69'21 '46'W
26"45'14" 66,63' N69'09'05'W
34'33'19" 32.67' N73"03'07'W
30'57'29" 124.37' S74'11 '29"W
7"06'47" 28.91' S62'16'07"W
40"39'06" 14.59' 545'29'58"W
0
• unless otherwise noted
No. 4 coppe<I rebor #27222
1-1/2" olum. cop "Witness" #27222
1-1/2" olum. cop "Control" #27222
granted by this plat
granted by this plat
-----0 3/4-inc:h iron pipe
----- - I tag #12655
I
. I
~I-,I
No. 4 rebcr
-----
..l L--W~ ;-----i:-f ::~j_j~~~~ii.:.,;..:..:.:.;..,.;,.:..,;.;,~-'-----7;
~ ,~-:2 496.42' iron pipe
, No. 5 capped tag #12655
N 4 168.53
o. capped rebar 1302.3
rebar #10461
I
I
------------------
LINE BEARING DISTANCE
L29 589'58'43"E 37.92'
L.30 S16"01'19"E 71.67' C54 13.12' 12.71' 59'07'28"
L.31 527"17'53"W .3.21' C55 55.76' 43.27 7:,-49'53•
L.32 West 76.29 C56 9.52' 20.00 2717'05"
L.33 North 6.00
L.34 South 6.00
C57 808.84' 515.00 89'59'12"
C58 6.28' 4.00' 90'00'00"
L.35 North 7.01
L.36 South 5.92
C59 6.28' 4.00"1 90'00'00"
C60 6.28' 4.00' 90'00'00"
L.37 N56'18 4TE 6.23
L.38 556" 18'47"W 6.23'
C61 6.59' 4.00"1 94·25'54"
C63 170.93' 385.00' 25'26'18"
L.39 N34'56'28"E 48.10' C64 75.59' 215.00 20'08'42"
L40 S00'00.48 w 5.50
L41 N00'00'48"E 5.50'
L42 S0O'00' 48 ·w 5.50
L43 N00'OO 48"E 5.50
C65 6.82' 4.00 9/.37'3.3"
C66 6.82' 4.00' 97'37'33"
C67 108.88' 215.00' 29'01 'oo·
C68 10.01' 25.00' 22'57'03"
L44 528'32'32 w 6.00 C69 17.77' 20.00 50'55'02"
L45 N28'32 32"E 5.99 C70 4.07' 58.00 4'01 '10"
L46 561"27 28"E 32.54 C71 67.72' 58.22 66'39'06"
L47 S52"19'30"W 6.12' C72 32.97' 596.00 3'10'11"
L48 S36"01 10 E 14.88
L49 N52'34'49"E 6.23'
C73 17.54' 30.00 3.Y.30'00"
C74 9.40' 15.00' 35'55'01"
L50 South 6.25'
L51 Eost 24.00
L.52 North 6.00'
C75 63.18' 603.91' 5'59'39"
C76 5.82' 10.00· 33'22'07"
C77 5.82' 10.00' 33'22'07"
L.53 S23'36 44"E 6.18 C76 5.82' 10.00 33'22'07"
L54 N23'36'44"W 6.18' C79 5.62' 10.00 33'22'07"
L.55 S58'06'25"E 6.18' CB0 290.37' 285.00 58'22'28"
L56 N58"06'25"W 6.18' C81 6.28' 4.00 90'00'00"
L.57 S88'02'56"E 6.18' C82 6.28' 4.00 90"00'00·
L.58 N0O'OO 48 E 3.81
L.59 N88'02"56 w 6.14
L60 N16'02'59"E 71.68'
C83 139.86' 315.00 25'26'18"
C84 6.17' 4.00 88"20'40"
C85 33.61' 445.00' 4'19'38"
L61 S89'59 12"E 47.95 CBS 6.04' 4.00 86'30'36"
L62 N00'00'48"E 5.00' C87 344.94' 435.00 45'26'00"
L63 N62'03·10 w 0.37 C66 6.03' 4.00' 86'20'35"
L64 N57"54'05"E 5.28'
L65 539'3414"E 15.33
C89 24.01' 445.00 3'05'30"
C90 6.28 1 4.00' 90'00'00"
L66 S02'3427 w 51.92
L67 502'34"27 w 21.04
L68 556' 18'47"W 10.41'
L69 N56'18'47"E 10.41'
C91 213.27' 585.00 20'53'15"
C92 6.09' 4.00' 87"16'31"
C93 48.01' 595.00' 4'37'24"
C94 6.09' 4.00' 8716'31"
L70 West 48.50' C95 296.56' 585.00 29'02'42"
L71 589'59 12"E 49.00 C96 6.09' 4.00 8716'31"
L72 589'59 12 E 49.00
L73 533'41.13"E 48.00
C97 48.01' 595.00 4'37'24"
C98 6.09' 4.00' 87'16'31"
L74 Wost 48.00
L75 N61'28'10 w 48.00
C99 250.00' 585.00 24'29'06"
C100 6.09' 4.00' 87"16'04"
C101 44.21' 595.00 4·15'25"
C102 6.15' 4.00' 88'03'44"
C103 12.65' 31.97 22'39'53"
C104 55.86' 43.27 73"57'50"
C105 59.05' 594.00' 5'41'45"
C106 60.88' 598.44'1 5·49•45•
C107 48.83' 119.00' 23'30'46"
C108 396.71' 258.00 88'05'56"
C111 14.23' 16.00 50'58'24"
C112 234.29' 596.00 22'31 '24"
C113 1.89' 8.00 13'31'16"
C114 7.89' 10.00 45"12'17"
C115 12.31' 25.00' 28'13'17"
C116 30.83' 596.00' 2'57'51"
C117 80.60' 74.37' 62'05'30"
C118 14.97' 20.00' 42'52'49"
Cl 19 7.48' 10.00 42'52'49"
C120 18.76' 13.00 82'40'26"
C121 35.12' 64.00 31'26'24"
C122 136.67' 258.00 30'21'07"
C123 31.62' 208.00 8'42'32"
C124 32.96' 258.00 7"19'11"
C125 480.28' 1151.57 23"5.3'47"
C126 475.36' 1101.57' 24'43'29"
C127 26.57' 208.00 7"19'11"
C128 62.56' 114.00 31'26'24"
C129 18.76' 13.00' 82'40'26"
......., .................... .
~- 0•······: ····· ····
............................
............................
. . . . . . . . . . . . ;...·. ·. . ..... .
: : : : : : : : : : -:-:-'.-:-;. :
··7····. . . ...
.......
........
. . . . . . . . . . . ,.
.. ·''- .. .. .. ·. ·. ••. •.__;,,-·. .• ·. ·. ·.
:::::~ :1: : : ~ :: ..
: : : Open Spece
• ·36.135 Acres •
I,__ __________________________ ___,
I I
I /I
I
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I
II
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~---------------------!
: I
I
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I
'
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12.54' N76'08'56"E
51.98' 552'56'20"E
9.43' 51 Y39'20"W
728.24' N45'00'24''E
5.66' N45'00'00"W
5.66' 545•00'00-w
5.66' N45'00'00"W
5.87' S47"13'27"W
169.53' N48'44' 19"W
75.20' N51'23'07"W
6.02' N07"30'00"E
6.02' N74'52'27"W
107.72' N11'33'11 "W
9.95' N08'31'13"W
17.19' N05'27'47''E
4.07' N32'55'53"E
63.97' N68'16'01"E
32.97' 579'59'31"E
17.29' 564'49'36"E
9.25' 566'02'06"E
63.15' 586'59'25"E
5.74' 516'40'16"E
5.74' N16'41 '51 ''E
5.74' S16'40'16"E
5.74' N16'41'51''E
277.97' 532'16'14"E
5.66' 516'27'28"E
5.66' N73'32'32''E
138.71' 548'44'19"E
5.57' 505•09' 1o"W
33.60' 538'10'59"E
5.48' 584'09'53"E
335.97' 563'37'35"E
5.47' 543'10'18"E
24.01' 588'27' 15"E
5.66' N45'oo'oo''E
212.09' N79'33'22''E
5.52' 567"15'00"E
48.00' N66'23'16''E
5.52' N20'01 '31 "E
293.39' N49'08'25''E
5.52' N78'15'20"E
48.00' N31 '53'35''E
5.52' N14'28'09"W
248.10' N16'55'33"E
5.52' N48'19'02''E
44.20' N02'08'30''E
5.56' N44'01'04"W
12.56' N17"06'04"W
52.06' N53'01 '54"E
59.03' 525'05'58"E
60.86' 525'09'58"E
48.49' 574'33'20"W
358.76' 542' 15'45"W
13.77' S56'03' 18"E
232.79' 541'49'48"E
1.66' 546'19'45"E
7.69' 562'10'22"E
12.19' 570'39'51"E
30.83' 558'02'08"E
76.71' 528'28' 1B"E
14.62' S24'00'52"W
7.31' S24'00'52"W
17.17' 514'58'34"W
34.66' 572'01 '59-W
135.08' 572'34'37"W
31.59' 561'45'20"W
32.94' 584'05'35"W
476.81' S68'29'07"W
471.68' N68'04' 16 ''E
26.55' N84'05'35"E
61.77' N72'01 '59''E
17.17' 582'21'01"E
0