PLZS-24-0051 Ventana Ranch Phase 2A - Final Plat.pdf

A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF SECTION 27 ,
TOWNSHIP 1 NORTH, RANGE 3 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
CITY OF BUCKEYE, MARICOPA COUNTY, ARIZONA
DEVELOPER: LENNAR ARIZONA LLC
FINAL PLAT
VENTANA RANCH SOUTH - PHASE 2A
NOTES
APPROVAL
GROSS SITE AREA
SHEET INDEX
ACKNOWLEDGMENT
ACKNOWLEDGMENT
FLOOD ZONE DESIGNATIONS
SURVEYOR
ENGINEER
DEVELOPER
1,524,627 SQUARE FEET OR 35.00 ACRES MORE OR LESS.
APPROVED BY THE COUNCIL OF THE CITY OF BUCKEYE ON
THIS                DAY OF                                              20        .
BY:
                         
 MAYOR
ATTEST:     
                             
          CITY CLERK
I CERTIFY THAT ALL ENGINEERING CONDITIONS AND REQUIREMENTS
HAVE BEEN COMPLIED WITH.
BY:
                                
BUCKEYE CITY ENGINEER                                                 DATE
BY:
                               
DEVELOPMENT SERVICES DIRECTOR                              DATE
KNOW ALL PERSONS BY THESE PRESENTS:
THE UNDERSIGNED, DULY AUTHORIZED OF THE VENTANA RANCH COMMUNITY
ASSOCIATION, AN ARIZONA NON-PROFIT CORPORATION, HEREBY RATIFIES THE
RECORDATION OF THIS FINAL PLAT OF "VENTANA RANCH - PHASE 1" AND
ACKNOWLEDGES THE RESPONSIBILITIES SET FORTH THEREIN.
HOMEOWNER'S ASSOCIATION AT VENTANA RANCH,
AN ARIZONA NON-PROFIT CORPORATION
BY:                                                                                       DATE:
ITS:
STATE OF ARIZONA               )
 
)  SS
COUNTY OF MARICOPA
)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS           DAY
OF                                         , 2025, BY                                                                                      ,
THE
                                      
      OF LENNAR ARIZONA, LLC, AN ARIZONA
LIMITED LIABILITY COMPANY, HTE ATTORNEY-IN-FACT FOR MILLROSE PORPOERTIES
ARIZONA, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, FOR AND ON BEHALF
THEREOF.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
STATE OF ARIZONA               )
 
)  SS
COUNTY OF MARICOPA
)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS                DAY
OF                                         , 20       , BY                                                                                   ,
THE
                                      
      OF VENTANA RANCH COMMUNITY
ASSOCIATION, AN ARIZONA NON-PROFIT CORPORATION, FOR AND ON BEHALF
THEREOF.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
THE PROPERTY IS LOCATED WITHIN AN AREA DESIGNATED AS SHADED FLOOD ZONE
"X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, ON FLOOD INSURANCE
RATE MAP NO. 04013C2120M, WITH A REVISION DATE OF FEBRUARY 08, 2024 FOR
COMMUNITY NUMBER 040039, IN THE CITY OF BUCKEYE, COUNTY OF MARICOPA,
STATE OF ARIZONA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE
COMMUNITY IN WHICH SAID PROPERTY IS SITUATED.
SHEET 1 - DEDICATIONS, ACKNOWLEDGMENTS, CERTIFICATIONS AND NOTES
SHEET 2 - BOUNDARY SHEET, TRACT AND RIGHTS-OF-WAY TABLES
SHEET 3 - KEY MAP, LOT DETAILS
SHEET 4 - 7 - FINAL PLAT PLAN SHEETS
SHEET 8 - LOT TABLES
NOT TO SCALE
KENNETH CONVERSE, R.L.S.
T2 UTILITY ENGINEERS.
19621 N. 23RD DRIVE
SUITE 150
PHOENIX, AZ 85027
PHONE: (602) 977-8000
FAX: (602) 977-8099
Kenneth.Converse@t2ue.com
VICKEY MORRIS
LENNAR ARIZONA LLC
1665 W. ALAMEDA DRIVE
SUITE 130
TEMPE, AZ 85282
PHONE: (480) 702-8766
FAX: (480) 393-2922
Vickey.Morris@lennar.com
DANIEL J. POTTINGER, P.E.
STANTEC
3133 W. FRYE ROAD
SUITE 150
CHANDLER, AZ 85226
PHONE: (602) 977-8000
FAX: (602) 977-8099
Daniel.Pottinger@stantec.com
DEDICATION
STATE OF ARIZONA     
)
    
)        SS
COUNTY OF MARICOPA
)
KNOW ALL PERSONS BY THESE PRESENTS:
THAT MILLROSE PROPERTIES ARIZONA, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, ("OWNER"), HAS
SUBDIVIDED UNDER THE NAME OF "VENTANA RANCH SOUTH - PHASE 2A", A SUBDIVISION LOCATED IN THE NORTH
WEST QUARTER OF SECTION 27, TOWNSHIP 1 NORTH, RANGE 3 WEST, OF THE GILA AND SALT RIVER BASE AND
MERIDIAN, CITY OF BUCKEYE, COUNTY OF MARICOPA, STATE OF ARIZONA, AS SHOWN AND PLATTED HEREON AND
DOES HEREBY PUBLISH THIS PLAT AS AND FOR THE PLAT OF "VENTANA RANCH SOUTH - PHASE 2A" AND
DECLARES THAT THIS PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH LOT, TRACT,
STREET, AND EASEMENT CONSTITUTING SAME, AND THAT EACH LOT, TRACT, STREET, AND EASEMENT SHALL BE
KNOWN BY THE NUMBER, LETTER, AND/OR NAME GIVEN TO EACH RESPECTIVELY AS SHOWN ON THIS PLAT.
OWNER HEREBY DEDICATES TO THE CITY OF BUCKEYE FEE TITLE TO ALL PUBLIC RIGHT-OF-WAYS AS SHOWN ON
THE PLAT.
OWNER HEREBY GRANTS TO THE CITY OF BUCKEYE A NON-EXCLUSIVE EASEMENT OVER, UPON AND ACROSS THE
AREAS DESIGNATED AS "PUBLIC UTILITY EASEMENT" AS SHOWN ON THE PLAT FOR THE PURPOSE OF INSTALLING,
CONSTRUCTING, MAINTAINING, REPAIRING, REPLACING AND UTILIZING PUBLIC UTILITIES.
OWNER HEREBY GRANTS TO THE CITY OF BUCKEYE AN EXCLUSIVE EASEMENT FOR THE PURPOSE OF SEWER
WITHIN THE AREAS SHOWN ON THIS PLAT AS SEWER EASEMENTS. THE CITY SHALL HAVE THE RIGHT TO ACCESS,
CONSTRUCT, MAINTAIN, OPERATE AND REPLACE PUBLIC SEWER LINES OVER, UNDER AND ACROSS THE
EASEMENT AREAS SHOWN HEREON.
OWNER HEREBY GRANTS TO THE CITY OF BUCKEYE A NON-EXCLUSIVE EASEMENT OVER, UPON AND ACROSS THE
AREAS DESIGNATED AS "SIGHT VISIBILITY TRIANGLE EASEMENT" FOR THE PURPOSE OF ENSURING THAT THESE
AREAS REMAIN FREE OF SIGHT VISIBILITY OBSTRUCTIONS AS PER THE ENGINEERING DESIGN STANDARDS.
OWNER HEREBY GRANTS TO THE CITY OF BUCKEYE AND THE VENTANA RANCH COMMUNITY ASSOCIATION A
NON-EXCLUSIVE EASEMENT OVER, UPON, UNDER AND ACROSS THE AREAS DESIGNATED AS "VEHICULAR
NON-ACCESS EASEMENT" FOR THE PURPOSE OF PROHIBITING VEHICULAR ACCESS ACROSS SAID AREAS.
THE MAINTENANCE OF LANDSCAPING WITHIN THE OPEN SPACES, LANDSCAPED TRACTS, RETENTION BASINS AND
PARKS SHALL BE THE RESPONSIBILITY OF THE OWNER OR THE ASSOCIATION FORMED BY THE OWNER.
THE MAINTENANCE OF LANDSCAPING WITHIN THE ADJACENT PUBLIC RIGHT-OF-WAYS, INCLUDING; LANDSCAPED
MEDIANS WITHIN COLLECTORS AND LOCAL STREETS AND LANDSCAPED AREAS BETWEEN THE CURB AND THE
DETACHED SIDEWALK, SHALL BE THE RESPONSIBILITY OF THE ADJACENT PROPERTY OWNER OR THE PROPERTY
ASSOCIATION FORMED BY THE ADJACENT PROPERTY.
OWNER HEREBY GRANTS TO THE UNITED STATES OF AMERICA DEPARTMENT OF THE AIR FORCE (“USAF”) AN
AVIGATION EASEMENT OVER AND ACROSS THIS PLAT AND EVERY LOT AND PARCEL THEREOF, WHICH EASEMENT
SHALL INCLUDE, BUT NOT BE LIMITED TO; THE RIGHT OF FLIGHT OF AIRCRAFT OVER THIS PLAT, TOGETHER WITH
ITS ATTENDANT NOISE, VIBRATIONS, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND ALL OTHER EFFECTS
THAT MAY BE CAUSED BY THE OPERATION OF AIRCRAFT LANDING AT, OR TAKING OFF FROM OR OPERATING AT
OR ON LUKE AIR FORCE BASE AND AUXILIARY FIELD.
OWNER DOES HEREBY (1) RELEASE AND DISCHARGE THE USAF AND THE CITY OF BUCKEYE, AND (2) INDEMNIFY,
DEFEND, AND HOLD HARMLESS THE CITY OF BUCKEYE, OF AND FROM ANY LIABILITY FOR ANY AND ALL CLAIMS
FOR DAMAGES OF ANY KIND TO PERSONS OR PROPERTY THAT MAY ARISE AT ANY TIME IN THE FUTURE OVER, OR
IN CONNECTION WITH AIRCRAFT OVERFLIGHTS FROM AIRCRAFT UTILIZING LUKE AIR FORCE BASE, WHETHER
SUCH DAMAGE SHALL ORIGINATE FROM NOISE, VIBRATION, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND
ALL OTHER EFFECTS THAT MAY BE CAUSED BY THE OPERATION OF AIRCRAFT LANDING AT, OR TAKING OFF FROM,
OR OPERATING AT OR ON LUKE AIR FORCE BASE. THIS INSTRUMENT SHALL RUN WITH THE LAND AND BE BINDING
UPON OWNER AND ITS HEIRS, ASSIGNS, AND SUCCESSORS IN INTEREST TO THIS PLAT OR ANY PARCEL OR LOT
THEREOF. THIS INSTRUMENT DOES NOT RELEASE THE USAF FROM LIABILITY FOR DAMAGE OR INJURY TO PERSON
OR PROPERTY CAUSED BY FALLING AIRCRAFT OR FALLING PHYSICAL OBJECTS FROM AIRCRAFT, EXCEPT AS
STATED HEREIN WITH RESPECT TO NOISE, FUMES, DUST, FUEL, AND LUBRICANT PARTICLES.
OWNER DOES HEREBY; (1) RELEASE AND DISCHARGE THE CITY OF BUCKEYE, AND (2) INDEMNIFY, DEFEND, AND
HOLD HARMLESS THE CITY OF BUCKEYE, OF AND FROM ANY LIABILITY FOR ANY AND ALL CLAIMS FOR DAMAGES
OF ANY KIND TO PERSONS OR PROPERTY THAT MAY ARISE AT ANY TIME IN THE FUTURE OVER, OR IN
CONNECTION WITH THE AREAS LOCATED WITHIN THE NEWLY DEDICATED RIGHT-OF-WAY AS DEPICTED ON THIS
PLAT UNTIL SUCH TIME THE RIGHT-OF-
WAY IS IMPROVED TO CITY STANDARDS AND THOSE IMPROVEMENTS ARE APPROVED AND ACCEPTED BY THE
CITY. THE MAINTENANCE OF THE AREA WITHIN ANY NEWLY DEDICATED RIGHT-OF-WAY AS SHOWN ON THIS PLAT
SHALL BE THE RESPONSIBILITY OF THE ADJACENT OWNER/OR SUBSEQUENT ADJACENT OWNERS WITHIN THE
BOUNDARY OF SAID PLAT UNTIL SUCH TIME THAT THE AREA WITHIN THE RIGHT-OF-WAY IS IMPROVED TO CITY
STANDARD AND ACCEPTED BY THE CITY OF BUCKEYE.
ALL IMPROVEMENTS, FOR STREETS AND PUBLIC UTILITIES OWNED AND OPERATED BY THE CITY, INSTALLED OR
CONSTRUCTED BY OWNER WITHIN THE PUBLIC RIGHT-OF-WAYS, THE EASEMENTS, OR ANY TRACTS OR PARCELS
HEREBY DEDICATED TO THE CITY OF BUCKEYE SHALL BE DEEMED TO HAVE BEEN DEDICATED BY OWNER TO THE
CITY UPON THEIR COMPLETION; HOWEVER, SUCH TRANSFER SHALL NOT OCCUR UNTIL THE CITY OF BUCKEYE
MANIFESTS ITS ACCEPTANCE BY SEPARATE FORMAL ACTION.
TRACTS "A" THROUGH "P" ARE HEREBY DECLARED AS COMMON AREAS FOR THE PURPOSES SHOWN, AND FOR
THE USE AND ENJOYMENT OF THE LOT OWNERS IN OTHER VENTANA RANCH PARCELS AS MORE FULLY SET FORTH
IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR "VENTANA RANCH" TO BE
HEREAFTER RECORDED, AND WILL BE OWNED AND MAINTAINED BY THE VENTANA RANCH COMMUNITY
ASSOCIATION. THE TRACTS SHALL BE CONVEYED BY WARRANTY (OR SPECIAL WARRANTY) DEED TO THE
VENTANA RANCH COMMUNITY ASSOCIATION.
THE EASEMENTS GRANTED WITHIN THIS DEDICATION ARE PERMANENT AND PERPETUAL AND SHALL RUN WITH
THE LAND AND BE BINDING UPON OWNER AND ITS HEIRS, ASSIGNS, AND SUCCESSORS IN INTEREST TO THIS PLAT
OR ANY PARCEL OR LOT THEREOF.
IN WITNESS WHEREOF THAT MILLROSE PROPERTIES ARIZONA LLC, AN ARIZONA LIMITED LIABILITY COMPANY,
("OWNER"), HAS HEREUNTO CAUSED ITS CORPORATE NAME TO BE SIGNED AND ITS CORPORATE SEAL TO BE
AFFIXED BY THE UNDERSIGNED, DULY AUTHORIZED OFFICER
THIS                DAY OF                                                         , 2025.
BY: LENNAR ARIZONA, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, ATTORNEY-IN-FACT FOR MILLROSE
PROPERTIES ARIZONA, LLC
BY:                                                                                                           .
ITS:                                                                                                           .
HOMEOWNERS ASSOCIATION
RATIFICATION
VICINITY MAP
T1N, R3W G. & S.R.B&M.
CERTIFICATION
KENNETH CONVERSE, R.L.S.
I, KENNETH CONVERSE, HEREBY CERTIFY THAT I AM A REGISTERED LAND
SURVEYOR IN THE STATE OF ARIZONA, THAT THIS PLAT CONSISTING OF
EIGHT SHEETS CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE
BY ME DURING THE MONTH OF FEB, 2023. THAT THE SURVEY IS TRUE
AND CORRECT AS SHOWN, THAT ALL MONUMENTS EXIST OR WILL BE SET
AND, THAT THEIR POSITIONS ARE SUFFICIENT TO ENABLE THE SURVEY
TO BE RETRACED.
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON NORTH LINE OF SECTION 27,
TOWNSHIP 1 NORTH, RANGE 3 WEST, OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, MARICOPA COUNTY, ARIZONA HAVING A BEARING OF
S89°57'55"E AS THE (BASIS OF BEARING)
21
22
28
LOWER BUCKEYE ROAD
(ALIGNMENT)
BROADWAY ROAD
(ALIGNMENT)
SOUTHERN AVENUE
(ALIGNMENT)
S APACHE ROAD
(ALIGNMENT)
WATSON ROAD
(ALIGNMENT)
RAINBOW ROAD
(ALIGNMENT)
SITE
27
ARIZONA REGISTERED LAND SURVEYOR #29259
1.
THE LOTS DEPICTED ON THIS PLAT ARE LOCATED WITHIN THE VICINITY OF LUKE AIR
FORCE BASE AND MAY BE SUBJECT TO OVERFLIGHTS BY JET AIRCRAFT. ALL
STRUCTURES WITHIN THIS PLAT SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE
STATORILY REQUIED SOUND ATTENUATION STANDARDS. (IF WITHIN THE VICINTY OF LAFB
OR LUKE AUX)
2.
THE PROPERTY OWNERS, OR ANY SUBSEQUENT OWNERS SHALL NOT PROCEED WITH
ANY ON SITE GRADING OR EXCAVATION WITHOUT FIRST OBTAINING A PERMIT FROM THE
CITY OF BUCKEYE.
3.
IN ACCORDANCE WITH ARS § 9-461.07, THE CITY OF BUCKEYE HAS DETERMINED THAT ALL
DEDICATIONS OCCURRING WITH THIS PLAT ARE IN CONFORMANCE WITH THE GENERAL
PLAN.
4.
PURSUANT TO A.R.S. § 42-11102, THE CITY OF BUCKEYE, A POLITICAL SUBDIVISION OF THE
STATE OF ARIZONA, IS EXEMPT FROM ALL TAXES AND ASSESSMENTS BASED ON
ASSESSED VALUE EXCEPT FOR SPECIAL DISTRICTS #14751 AND 14710, WHEN APPLICABLE.
5.
THIS SITE CONSISTS OF A TOTAL OF 143 LOTS, 15 TRACTS,  IN THE PR  ZONING DISTRICT.
6.
THIS FINAL PLAT IS IN SUBSTANTIAL CONFORMANCE WITH THE PRELIMINARY PLAT
APPROVED ON 11/12/2024 UNDER CASE # PLZS-24-0005.
7.
THIS SUBDIVISION WAS ISSUED A CERTIFICATE OF ASSURED WATER SUPPLY BY ARIZONA
DEPARTMENT OF WATER RESOURCES ON AUGUST 12, 2025 WITH ADWR CERTIFICATE #
31-402143.0003.
8.
NO STRUCTURE OF ANY KIND SHALL BE CONSTRUCTED OR ANY VEGETATION TO BE
PLANTED OR BE ALLOWED TO GROW WITHIN ANY DRAINAGE EASEMENT WHICH WOULD
IMPEDE THE FLOW OF WATER OVER, UNDER, OR THROUGH EASEMENTS.
9.
FINAL PLAT APPROVAL BY THE CITY IS CONDITIONAL AND SUBJECT TO FINANCIAL
ASSURANCES BEING IN PLACE FOR ALL IMPROVEMENTS AS SHOWN ON THE APPROVED
PLANS. THE CITY WILL NOT RECORD ANY PLATS UNTIL SUCH TIME FINANCIAL
ASSURANCES ARE IN PLACE. IF AFTER ONE YEAR FROM CITY COUNCIL APPROVAL THE
FINAL PLAT HAS NOT BEEN RECORDED, THEN IT SHALL BE NULL AND VOID. A VALID
PRELIMINARY PLAT NEEDS TO BE IN PLACE PRIOR TO APPROVAL OF ANY FINAL PLAT
ASSOCIATED WITHIN THE PROJECT IN ACCORDANCE WITH THE DEVELOPMENT CODE.
THE SIGNED PLAT 
WILL NOT BE SUBMITTED TO 
THE 
CITY 
FOR 
SIGNATURE 
AND
RECORDING UNTIL FINANCIAL ASSURANCES ARE IN PLACE. 
10.
ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGROUND EXCEPT POWER
LINES 69KV AND LARGER
11. IT IS ACKNOWLEDGED THAT THIS PROPERTY WILL BE PART OF A PARKWAY MAINTENANCE
IMPROVEMENT DISTRICT (MID) AND STREET LIGHTING IMPROVEMENT DISTRICT (SLID) AT
THE TIME THAT IT IS DEVELOPED, IN ACCORDANCE WITH BUCKEYE ORDINANCES 43-05
AND 42-06.
OWNER
MILLROSE PROPERTIES ARIZONA, LLC
2942 N 24th Street #113
PHOENIX, AZ, 85016
1
PROJECT COORDINATOR
FIELD SURVEY
DRAFTED
CHECKED
MANAGING ENGINEERING / SURVEYOR
DESIGN LAYOUT
DRAFTED
CHECKED
DRAWAING
SCALES
PROJECT PLAN STICKER
PROJECT:
PLAN  TYPE:
ENGINEER  INFORMATION:
SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED STAMP
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED STAMP
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
3
2
1
REVISIONS:
4221477000
KENNETH CONVERSE, R.L.S.
DANIEL J. POTTINGER, P.E.
DLP
JAW
DJP
NTS
PHOENIX
Aug/2025
    OF    8
MGB
TLB
KPC
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
PLZS-24-0051
PHOENIX

SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED SEAL
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED SEAL
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
ENGINEER INFORMATION
TITLE
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
Aug/2025
 of     8
1720000700
PLZS -24-0051
PHOENIX
NORTH 1/4 CORNER OF
SEC. 27 T1N, R3W SOLID
STEEL ROD NOT FOUND
NW CORNER SEC. 27 T1N,
R3W, FOUND TOWN OF
BUCKEYE BRASS CAP
IN HAND HOLE
W 1/4 CORNER SEC. 27 T1N, R3W
FOUND TOWN OF BUCKEYE BRASS
CAP FLUSH
SW CORNER SEC. 27 T1N, R3W
FOUND TOWN OF BUCKEYE BRASS
CAP IN HAND HOLE.
STAMPED "2008 / 31034"
NE CORNER OF SEC. 27, TW1, R3W
FOUND 2.5" ALUM CAP IN DIRT HOLE
MID SEC. 27 T1N, R3W
FOUND 1/2" REBAR NO ID
S00°59'30"W
100.94'
N00°59'30"E 149.05'
N00°59'30"E 200.00'
L1
C1
L2
L3
L4
C2
S11°11'07"W
118.56'
N78°48'53"W
80.00'
N78°48'53"W
75.00'
L7
L8
L9
N10°38'39"E
116.79'
N89°00'30"W  558.91'
S00°59'30"W
95.00'
S00°59'30"W
97.50'
L12
L15
S89°00'30"E  292.50'
S00°59'30"W  187.49'
L16
L17
L20
N89°00'30"W  265.00'
S89°00'30"E  280.10'
S00°59'30"W  293.07'
S00°59'30"W  80.00'
S00°59'30"W
120.00'
S89°00'30"E  422.50'
N89°00'30"W  1055.22'
L26
N00°59'30"E  2123.72'
N89°01'06"E  1326.19'
L27
L28
L29
S00°59'30"W
190.00'
504-42-002C
VENTANA RANCH 2C
PARCEL 1, LOT 1
PER BK. 900, PG. 34, M.
ROESER  ROAD
WATSON  ROAD
VENTANA RANCH
SOUTH - PHASE 2B
NOT A PART
L79
L24
L23
L22
L21
L19
L18
L80
L14
L13
L11
L6
L5
N00°59'36"E 2601.02'
L10
40' R/W
PER BK 1758, PG 46, MCR
33' R/W
PER BK 19, PG 43, MCR
N89°01'07"E 2624.35'
CURVE TABLE
NO.
C1
C2
C3
C4
C5
C6
C7
C9
C10
C11
C12
C14
LENGTH
221.79'
95.13'
103.44'
15.49'
15.49'
126.72'
15.21'
170.36'
15.49'
120.48'
15.49'
418.49'
RADIUS
3040.00
3040.00
55.00
50.00
50.00
55.00
50.00
2785.00
50.00
55.00
50.00
2960.00
DELTA
4°10'49"
1°47'35"
107°45'10"
17°45'10"
17°45'10"
132°00'22"
17°25'55"
3°30'18"
17°45'10"
125°30'20"
17°45'10"
8°06'02"
CHORD
S05°02'25"W
S10°17'19"W
S54°52'05"W
S80°07'55"E
N82°06'55"E
N40°45'29"W
S16°31'45"W
N09°25'58"E
S82°06'55"W
N44°00'30"W
N09°52'05"E
N07°06'25"E
LINE TABLE
NO.
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
BEARING
S45° 47' 45"W
S37° 09' 46"E
S08° 15' 41"W
S53° 41' 07"W
N33° 48' 53"W
S56° 11' 07"W
N73° 06' 15"W
N33° 53' 34"W
N11° 11' 06"E
N56° 06' 42"E
S44° 00' 30"E
S00° 59' 30"W
S45° 59' 30"W
S44° 00' 30"E
S00° 59' 30"W
S45° 59' 30"W
S00° 59' 30"W
N89° 00' 30"W
S89° 00' 30"E
S00° 59' 30"W
LENGTH
58.30'
42.74'
60.00'
42.74'
42.43'
35.36'
50.25'
35.31'
50.00'
3.27'
14.14'
50.00'
14.14'
14.14'
50.00'
35.36'
50.00'
25.00'
15.00'
50.00'
LINE TABLE
NO.
L21
L22
L23
L24
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
BEARING
N89° 00' 30"W
S00° 59' 30"W
S45° 59' 30"W
S44° 00' 30"E
S45° 59' 30"W
N89° 00' 30"W
N89° 46' 16"E
N45° 00' 18"E
S89° 00' 30"E
S44° 00' 30"E
N45° 59' 30"E
S33° 48' 53"E
N56° 11' 05"E
N44° 09' 22"W
N56° 06' 42"E
N11° 11' 07"E
N40° 47' 33"W
S45° 59' 30"W
S44° 00' 30"E
S45° 59' 30"W
LENGTH
67.38'
50.00'
3.54'
10.61'
56.57'
52.00'
42.01'
57.53'
5.00'
42.43'
35.36'
35.36'
42.43'
54.74'
35.40'
8.56'
33.32'
35.36'
35.36'
35.36'
LINE TABLE
NO.
L42
L45
L46
L48
L49
L50
L51
L52
L53
L55
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
BEARING
S44° 00' 30"E
S45° 59' 30"W
S44° 00' 30"E
S44° 00' 30"E
S45° 59' 30"W
S44° 00' 30"E
N45° 59' 30"E
N44° 00' 30"W
N44° 00' 30"W
S89° 00' 30"E
N45° 59' 30"E
N44° 00' 30"W
S45° 59' 30"W
S44° 00' 30"E
N45° 59' 30"E
N44° 00' 30"W
S45° 59' 30"W
S44° 00' 30"E
N45° 59' 30"E
N44° 00' 30"W
LENGTH
35.36'
35.36'
35.36'
35.36'
35.36'
42.43'
42.43'
35.36'
35.36'
5.00'
35.36'
35.36'
35.36'
35.36'
35.36'
35.36'
35.36'
35.36'
35.36'
35.36'
LINE TABLE
NO.
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
BEARING
S45° 59' 30"W
S44° 00' 30"E
S76° 04' 59"E
S45° 53' 54"E
S18° 39' 45"E
S53° 02' 32"W
N56° 11' 05"E
S89° 00' 30"E
N89° 00' 30"W
N00° 59' 30"E
N45° 59' 30"E
S89° 00' 30"E
S45° 59' 30"W
LENGTH
35.36'
35.36'
16.82'
37.94'
19.33'
21.46'
16.00'
5.00'
5.00'
2.18'
5.39'
10.00'
3.54'
TRACT USE AND AREA TABLE
TRACT
TRACT A
TRACT B
TRACT C
TRACT D
TRACT E
TRACT F
TRACT G
TRACT H
TRACT I
TRACT J
TRACT K
TRACT L
TRACT M
TRACT N
TRACT O
TRACT P
PRIMARY USE
LANDSCAPE/ DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
LANDSCAPE/DRAINAGE
SQ. FT.
67,064
2,194
62,584
2,475
2,475
2,475
2,625
12,074
2,625
68,251
2,625
2,625
2,625
2,625
7,262
109,987
ACRE
1.54
0.05
1.44
0.06
0.06
0.06
0.06
0.28
0.06
1.57
0.06
0.06
0.06
0.06
0.17
2.52
TOTAL TRACT AREA = 352,591 SQUARE FEET
OR 8.09 ACRES MORE OR LESS
RIGHT OF WAY AREA TABLE
TRACT
233RD AVENUE
233RD DRIVE
234TH AVENUE
234TH DRIVE (NORTH)
234TH DRIVE (SOUTH)
234TH LANE
BOWKER STREET
CHAMBERS STREET
CHANUTE PASS
GRAHAM TRAIL
GRENADINE ROAD
HIDALGO AVENUE
PECAN ROAD
SUNLAND AVENUE
WATSON ROAD
PRIMARY USE
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
SQ. FT.
53,948
17,983
4,500
44,750
12,154
76,978
4,650
8,000
4,500
14,875
52,958
87,517
32,662
14,375
91,474
ACRE
1.238
0.413
0.103
1.027
0.279
1.767
0.107
0.184
0.103
0.341
1.216
2.009
0.750
0.330
2.100
TOTAL RIGHT-OF-WAY AREA = 521,325 SQUARE FEET
OR 11.97 ACRES MORE OR LESS
S89°58'03"E 2648.50' (R)
S89°57'55"E 5297.02' (M)
(BASIS OF BEARING)
N0°16'32"W 2685.62' (M)
N0°16'55"W 2685.58' (R)
BROADWAY ROAD

SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED SEAL
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED SEAL
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
ENGINEER INFORMATION
TITLE
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
Aug/2025
 of     8
1720000700
PLZS -24-0051
PHOENIX
KEYMAP
TYPICAL LOT DIMENSIONS & BUILDING SETBACK
NO SCALE
3
LOT SIZE
MINUMUM YARD SETBACKS
FRONT TO LIVABLE
FRONT TO FRONT
FACING GARAGE
REAR (FT)
SIDE (FT)
ALLOWABLE LOT
COVERAGE
35' X 100'
10
18
10
5 & 5
60%
45' X 105'
10
18
10
5 & 5
60%
SHEET 4
SHEET 5
HILDALGO AVENUE
234TH AVENUE
PECAN ROAD
234TH LANE
SUNLAND AVE
234TH DRIVE
GRAHAM TRAIL
BOWKER STREET
CHAMBERS STREET
234TH DRIVE
234TH LANE
GRENADINE ROAD
CHANUTE PASS
233RD DRIVE
233RD AVENUE
CHANUTE PASS
ROESER  ROAD
SHEET 6
SHEET 7
WATSON ROAD
10
9
8
7
6
5
4
3
2
1
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
86
87
88
89
90
68
69
70
71
72
73
74
75
76
85
84
83
82
81
80
79
78
77
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
108
107
106
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
TRACT A
TRACT B
TRACT D
TRACT E
TRACT F
TRACT G
TRACT H
TRACT I
TRACT K
TRACT L
TRACT M
TRACT N
TRACT O
TRACT P
TRACT P
TRACT P
TRACT A
62
TRACT J
TRACT C
35' x 100'
CL
CL
FRONT LOT LINE
LOCAL STREET
LOCAL STREET
1. SIDE SETBACK SHALL BE 
5' MIN/10' TOTAL PER LOT
35' x 100'
2. FRONT SETBACK MAY BE REDUCED TO 10'
FOR  PORCHES AND PATIOS AND
FORWARD LIVABLE AREA
3. DRIVEWAY LENGTH TO BE MEASURED FROM
BACK OF SIDEWALK TO FACE OF GARAGE
SHALL BE 20'
SETBACK
45' x 105'
CL
CL
FRONT LOT LINE
LOCAL STREET
LOCAL STREET
1. SIDE SETBACK SHALL BE 
5' MIN/10' TOTAL PER LOT
45' x 105'
2. FRONT SETBACK MAY BE REDUCED TO 10'
FOR PORCHES AND PATIOS AND
FORWARD LIVABLE AREA
3. DRIVEWAY LENGTH TO BE MEASURED FROM
BACK OF SIDEWALK TO FACE OF GARAGE
SHALL BE 20'

SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED SEAL
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED SEAL
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
ENGINEER INFORMATION
TITLE
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
Aug/2025
 of     8
1720000700
PLZS -24-0051
PHOENIX
4
MATCH SHEET 6
MATCH SHEET 5
389
391
390
392
393
394
TRACT HH
VENTANA RANCH PHASE 1
BK 1758, PG 46, MCR
234TH
GRENADINE
STREET
DRIVE
234TH
LANE
ROESER
ROAD
CHANUTE
PASS
234TH
WATSON
ROAD
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
N89°01'06"E  1326.19'
N89°00'30"W  558.91'
S00°59'30"W
95.00'
S00°59'30"W
190.00'
L11
L12
L13
N00°59'30"E  2123.72'
116
108
143
107
105
138
139
111
70
141
101
72
74
76
83
81
11
79
115
96
97
98
99
106
140
100
110
71
142
109
102
73
104
75
77
82
80
117
78
114
113
112
L28
L29
103
N89°00'30"W 922.72'
260.00'
662.72'
N89°01'06"E 2624.61'
N00°59'30"E 2601.12'
926.82'
N00°59'30"E 1475.57'
N00°59'30"E 882.49'
260.00'
N89°00'30"W
50.00'
520.00'
260.00'
N00°59'30"E 114.66'
N00°59'30"E 116.21'
N00°59'30"E 117.76'
N00°59'30"E 111.64'
N00°59'30"E 91.56'
N00°59'30"E 98.93'
S89°00'30"E 90.01'
N89°01'06"E 270.16'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.
119.31'
N00°59'30"E
N00°59'30"E
120.86'
N00°59'30"E 122.41'
N00°59'30"E 123.96'
N00°59'30"E 125.51'
N00°59'30"E 127.06'
N00°59'30"E 128.61'
N00°59'30"E 130.16'
45.0
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
32.98'
L=12.13'
L=3.36'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 95.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 190.00'
N89°00'30"W 95.00'
N89°00'30"W 95.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
35.00'
S89°00'30"E 90.00'
S89°00'30"E 105.00'
S89°00'30"E 105.00'
S89°00'30"E 105.00'
S89°00'30"E 105.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
110.00'
N00°59'30"E  280.07'
L30
645.31'
C3
C4
L39
160.00'
L40
L41
N00°59'30"E 225.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
00'
5.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
28.94'
L=12.41'
L
=
2
5
.7
2
'
L
=
2
9
.4
0'
L
=
3
5
.
9
1
'
420.00'
420.00'
160.00'
L68
21.21'
14.14'
14.14'
21.21'
38.80'
48.80'
48.80'
49.60'
48.80'
48.80'
48.80'
48.80'
48.80'
49.60'
48.80'
48.80'
48.80'
48.80'
N00°59'30"E
48.80'
48.80'
49.60'
48.80'
48.80'
48.80'
38.80'
14.14'
21.21'
L70
L71
L72
21.21'
L67
160.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
S89°00'30"E 110.00'
N00°59'30"E 130.16'
L75
560.00'
800.97'
N00°59'30"E 190.00'
N89°01'06"E 648.16'
S00°59'30"W  509.31'
S00°59'30"W 561.24'
N45°00'18"E 63.80'
L57
L83
L84
L85 L86
L87
551.87'
W 561.24'
413
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
TRACT L
TRACT M
TRACT N
TRACT P
42'
R/W
42'
R/W
30'
RID
ESMT
37'
R/W
TRACT QQ
AVE
PARCEL
BOUNDARY
SECTION
LINE
PARCEL
BOUNDARY
PARCEL
BOUNDARY
8' PUE
PER BK 1758, PG 46, MCR
45' R/W
PER BK 1758, PG 46, MCR
40' R/W
PER BK 1758, PG 46, MCR
30' RID ESMT
PER BK 1758, PG 46, MCR
40' R/W
PER BK 1758, PG 46, MCR
33' R/W
PER BK 19, PG 43, MCR
8' ELEC ESMT
PER DK 23-0505576
VENTANA RANCH
SOUTH - PHASE 2B
NOT A PART
W 1/4 CORNER SEC. 27
T1N, R3W FOUND TOWN
OF BUCKEYE BRASS
CAP FLUSH
A
LEGEND
B
CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH CAP
RLS #29259 UNLESS OTHERWISE STATED
INTERIOR MONUMENT SET BRASS CAP PER MAG
DETAIL 120-1 TYPE B
SURVEY CORNER  MONUMENT (FOUND AS NOTED)
BRASS CAP MONUMENT (FOUND AS NOTED)
PUBLIC UTILITY EASEMENT
VEHICULAR NON-ACCESS EASEMENT
MARICOPA COUNTY RECORDER
RIGHT OF WAY
33' X 33' SIGHT VISIBILITY TRIANGLE EASEMENT
8' P.U.E.
P.U.E.
V.N.A.E.
M.C.R.
R/W
MATCHLINE
BOUNDARY LINE
ROAD CENTERLINE
PROPOSED RIGHT-OF-WAY LINE
SECTION LINE
EASEMENT LINE
PARCEL LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING PARCEL LINE
LINE TABLE
NO.
L11
L12
L13
L28
L29
L30
L39
L40
L41
L57
L67
L68
L70
L71
L72
L75
L83
L84
L85
L86
L87
BEARING
S44° 00' 30"E
S00° 59' 30"W
S45° 59' 30"W
N89° 46' 16"E
N45° 00' 18"E
S89° 00' 30"E
S45° 59' 30"W
S44° 00' 30"E
S45° 59' 30"W
N89° 01' 06"E
N44° 00' 30"W
S45° 59' 30"W
S76° 04' 59"E
S45° 53' 54"E
S18° 39' 45"E
S89° 00' 30"E
S00° 56' 10"E
N89° 01' 06"E
N89° 46' 16"E
N89° 46' 16"E
N00° 59' 30"E
LENGTH
14.14'
50.00'
14.14'
42.01'
57.53'
5.00'
35.36'
35.36'
35.36'
13.49'
35.36'
35.36'
16.82'
37.94'
19.33'
5.00'
27.00'
1.76'
20.00'
22.00'
9.36'
CURVE TABLE
NO.
C3
C4
LENGTH
103.44'
15.49'
RADIUS
55.00
50.00
DELTA
107°45'10"
17°45'10"
CHORD
S54°52'05"W
S80°07'55"E

SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED SEAL
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED SEAL
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
ENGINEER INFORMATION
TITLE
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
Aug/2025
 of     8
1720000700
PLZS -24-0051
PHOENIX
5
MATCH SHEET 4
MID SEC. 27 T1N, R3W
FOUND 1/2" REBAR NO ID
ROAD
ROESER
233RD
DRIVE
STREET
GROVE
GRENADINE
STREET
CHANUTE
PASS
AVENUE
233RD
1' VNAE
1' VNAE
1' VNAE
1' VNAE
S81°44'19"E
 69.85'
L1
C1
L2
L3
L4
C2
S11°11'07"W
118.56'
N78°48'53"W
80.00'
L5
N78°48'53"W
75.00'
L6
L7
L8
L9
L10
N10°38'39"E
116.79'
N89°01'06"E  1326.19'
137
132
135
38
123
122
125
120
119
118
133
134
136
124
121
126
131
130
129
128
127
N89°00'30"W 922.72'
N89°01'06"E 2624.61'
L=224.95' R=2810.00' D=004°35
'13"
N11°11'07"E 111.06'
S78°48'53"E 234.41'
N11°11'07"E 118.56'
L=508.48' R=3000.00' D=009°42'40"
52.50'
39.41'
58.56'
195.00'
60.00'
58.56'
L=153.09'
L=315.34'
662.72'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
45.03'
62.82'
N89°01'06"E 648.16'
N00°59'30"E 131.71'
N00°59'30"E 133.26'
N00°59'30"E 134.81'
N00°59'30"E 136.37'
N00°59'30"E 137.92'
N00°59'30"E 139.47'
N00°59'30"E 141.02'
S09°10'23"W 140.17'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
N70°21'06"E 92.00'
S87°39'39"W 112.15'
N82°10'03"W 114.99'
N81°15'50"W 115.00'
N80°21'36"W 115.00'
N79°27'23"W 115.00'
S78°48'53"E 93.69'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
5.00'
18.91'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
30.00'
C5
C6
2.99'
L
=
2
4
.9
0
'
L
=
4
2
.1
1'
L
=3
3
.2
3
'
L=
2
6
.4
8
'
C7
C8
L33
S78°48'53"E 75.00'
L34
C14
L35
L36
L37
C9
L38
560.00'
800.97'
L73
L74
L=33.03'
L=46.53'
L=46.53'
L=46.53'
L=61.93'
S19°38'54"E 61.44'
L=12.30'
L=44.72'
L=44.72'
L=31.74'
35.36'
L=44.72'
L=0.96'
N00°59'30"E 130.16'
N00°59'30"E 105.00'
N89°00'30"W  558.91'
35.36'
L=10.59' R=850.00' D=000°42'50"
C13
L=40.05'
414
416
415
417
418
419
420
413
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
TRACT Q
30'
R/W
30'
R/W
TRACT P
1' VNAE
1' VNAE
40'
R/W
40'
R/W
40'
R/W
40'
R/W
30' RID ESMT
PER BK 1758, PG 46, MCR
8' PUE
PER BK 1758, PG 46, MCR
PARCEL
BOUNDARY
40'
R/W
40'
R/W
40'
R/W
40'
R/W
PARCEL
BOUNDARY
PARCEL
BOUNDARY
VENTANA RANCH
SOUTH - PHASE 2B
NOT A PART
VENTANA RANCH
SOUTH - PHASE 2C
NOT A PART
VENTANA RANCH PHASE 1
BK 1758, PG 46, MCR
A
LEGEND
B
CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH CAP
RLS #29259 UNLESS OTHERWISE STATED
INTERIOR MONUMENT SET BRASS CAP PER MAG
DETAIL 120-1 TYPE B
SURVEY CORNER  MONUMENT (FOUND AS NOTED)
BRASS CAP MONUMENT (FOUND AS NOTED)
PUBLIC UTILITY EASEMENT
VEHICULAR NON-ACCESS EASEMENT
MARICOPA COUNTY RECORDER
RIGHT OF WAY
33' X 33' SIGHT VISIBILITY TRIANGLE EASEMENT
8' P.U.E.
P.U.E.
V.N.A.E.
M.C.R.
R/W
MATCHLINE
BOUNDARY LINE
ROAD CENTERLINE
PROPOSED RIGHT-OF-WAY LINE
SECTION LINE
EASEMENT LINE
PARCEL LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING PARCEL LINE
LINE TABLE
NO.
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L33
L34
L35
L36
L37
L38
L73
L74
BEARING
S45° 47' 45"W
S37° 09' 46"E
S08° 15' 41"W
S53° 41' 07"W
N33° 48' 53"W
S56° 11' 07"W
N73° 06' 15"W
N33° 53' 34"W
N11° 11' 06"E
N56° 06' 42"E
S33° 48' 53"E
N56° 11' 05"E
N44° 09' 22"W
N56° 06' 42"E
N11° 11' 07"E
N40° 47' 33"W
S53° 02' 32"W
N56° 11' 05"E
LENGTH
58.30'
42.74'
60.00'
42.74'
42.43'
35.36'
50.25'
35.31'
50.00'
3.27'
35.36'
42.43'
54.74'
35.40'
8.56'
33.32'
21.46'
16.00'
CURVE TABLE
NO.
C1
C2
C5
C6
C7
C8
C9
C13
C14
LENGTH
221.79'
95.13'
15.49'
126.72'
15.21'
166.85'
170.36'
246.84'
418.49'
RADIUS
3040.00
3040.00
50.00
55.00
50.00
2835.00
2785.00
2945.00
2960.00
DELTA
4°10'49"
1°47'35"
17°45'10"
132°00'22"
17°25'55"
3°22'20"
3°30'18"
4°48'08"
8°06'02"
CHORD
S05°02'25"W
S10°17'19"W
N82°06'55"E
N40°45'29"W
S16°31'45"W
N09°29'57"E
N09°25'58"E
S08°47'02"W
N07°06'25"E

SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED SEAL
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED SEAL
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
ENGINEER INFORMATION
TITLE
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
Aug/2025
 of     8
1720000700
PLZS -24-0051
PHOENIX
6
MATCH SHEET 7
MATCH SHEET 4
A
LEGEND
B
CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH CAP
RLS #29259 UNLESS OTHERWISE STATED
INTERIOR MONUMENT SET BRASS CAP PER MAG
DETAIL 120-1 TYPE B
SURVEY CORNER  MONUMENT (FOUND AS NOTED)
BRASS CAP MONUMENT (FOUND AS NOTED)
PUBLIC UTILITY EASEMENT
VEHICULAR NON-ACCESS EASEMENT
MARICOPA COUNTY RECORDER
RIGHT OF WAY
33' X 33' SIGHT VISIBILITY TRIANGLE EASEMENT
8' P.U.E.
P.U.E.
V.N.A.E.
M.C.R.
R/W
MATCHLINE
BOUNDARY LINE
ROAD CENTERLINE
PROPOSED RIGHT-OF-WAY LINE
SECTION LINE
EASEMENT LINE
PARCEL LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING PARCEL LINE
STREET
STREET
234TH
DRIVE
234TH
CHAMBERS
LANE
BOWKER
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
S
S00°59'30"W
97.50'
L14
L15
S89°00'30"E  292.50'
S00°59'30"W  187.49'
L16
L17
L18
N89°00'30"W  265.00'
S00°59'30"W  200.00'
N00°59'30"E  2123.72'
67
68
88
87
86
63
84
39
91
92
41
95
44
96
45
64
65
66
90
69
89
85
40
93
42
94
43
58
59
60
61
62
L80
N00°59'30"E 2601.12'
926.82'
945.25'
N00°59'30"E 1475.57'
S89°00'30"E 230.00'
N89°00'30"W 310.00'
260.00'
N00°59'30"E 882.49'
362.49'
520.00'
205.31'
157.18'
50.00'
260.00'
250.00'
50.00'
260.00'
N89°00'30"W 310.00'
S00°59'30"W
190.00'
75.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 95.00'
N89°00'30"W 95.00'
N89°00'30"W 190.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
S89°00'30"E 110.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
95.00'
95.00'
N89°00'30"W 190.00'
N89°00'30"W 210.00'
N89°00'30"W 210.00'
S00°59'30"W  509.31'
80.00'
L31
L32
160.00'
L42
260.00'
L45
150.00'
N00°59'30"E 450.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
31.38'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
L53
L54
N00°59'30"E 100.00'
N00°59'30"E 100.00'
N00°59'30"E 100.00'
180.00'
N00°59'30"E 90.00'
14.14'
21.21'
25.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
S00°59'30"W 295.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
45.00'
160.00'
262.49'
160.00'
160.00'
L62
L63
L64
L65
262.49'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
95.00'
95.00'
N89°00'30"W 190.00'
105.00'
105.00'
105.00'
105.00'
45.00'
45.00'
45.00'
45.00'
45.00'
N00°59'30"E
N00°59'30"E
45.00'
35.00'
45.00'
57.49'
45.00'
35.00'
35.00'
45.00'
45.00'
57.49'
45.00'
35.00'
14.14'
21.21'
14.14'
21.21'
14.14'
21.21'
21.21'
14.14'
L66
L69
21.21'
14.14'
38.80'
48.80'
48.80'
48.80'
48.80'
38.80'
21.21'
14.14'
N00°59'30"E 100.00'
N00°59'30"E 100.00'
N00°59'30"E 100.00'
100.00'
21.21'
L77
638.24'
420.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
S89°00'30"E 110.00'
L81
L82
262.49'
645.31'
420.00'
31.82'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
N89° 00' 30"W'
N00°59'30"E 282.00'
L88
S00°59'30"W 561.24
25
R/W
25
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
30'
R/W
30'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
TRACT F
TRACT J
TRACT G
TRACT H
TRACT I
TRACT K
T
TRACT P
TRACT A
1' VNAE
1' VNAE
1' VNAE
37'
R/W
42'
R/W
37'
R/W
24'
RID
ESMT
PARCEL
BOUNDARY
SECTION
LINE
WATSON
ROAD
TRAIL
GRAHAM
PARCEL
BOUNDARY
VENTANA RANCH
SOUTH - PHASE 2B
NOT A PART
33' R/W
PER BK 19, PG 43, MCR
8' ELEC ESMT
PER DK 23-0505576
30'
RID
ESMT
LINE TABLE
NO.
L14
L15
L16
L17
L18
L31
L32
L42
L45
L53
L54
L62
L63
L64
L65
L66
L69
L77
L80
L81
L82
L88
BEARING
S44° 00' 30"E
S00° 59' 30"W
S45° 59' 30"W
S00° 59' 30"W
N89° 00' 30"W
S44° 00' 30"E
N45° 59' 30"E
S44° 00' 30"E
S45° 59' 30"W
N44° 00' 30"W
S45° 59' 30"W
N45° 59' 30"E
N44° 00' 30"W
S45° 59' 30"W
S44° 00' 30"E
N45° 59' 30"E
S44° 00' 30"E
N00° 59' 30"E
S45° 59' 30"W
S45° 59' 30"W
S44° 00' 30"E
S43° 56' 17"E
LENGTH
14.14'
50.00'
35.36'
50.00'
25.00'
42.43'
35.36'
35.36'
35.36'
35.36'
42.43'
35.36'
35.36'
35.36'
35.36'
35.36'
35.36'
2.18'
3.54'
35.36'
35.36'
24.07'

7
SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED SEAL
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED SEAL
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
ENGINEER INFORMATION
TITLE
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
Aug/2025
 of     8
1720000700
PLZS -24-0051
PHOENIX
MATCH SHEET 6
MATCH THIS SHEET
MATCH THIS SHEET
MATCH THIS SHEET
MATCH THIS SHEET
SW CORNER SEC. 27 T1N, R3W
FOUND TOWN OF BUCKEYE BRASS
CAP IN HAND HOLE.
STAMPED "2008 / 31034"
SOUTHERN   AVENUE
234TH
HIDALGO
AVENUE
S00°59'30"W  80.00'
S89°00'30"E  422.50'
N89°00'30"W  1055.22'
L24
482.50'
482.50'
N89°00'30"W 1170.22'
L50
2.43'
L51
L7
80.00'
N89°00'30"W  1055.22'
S89°00'30"E  422.50'
N00°59'30"E 593.21'
S00°59'30"W 590.93'
40.00'
N87°44'05"E
40.06'
40'
R/W
40'
R/W
40'
R/W
40'
R/W
40'
R/W
40'
R/W
40'
SEWER
EASEMENT
PARCEL
BOUNDARY
PARCEL
BOUNDARY
N87°44'05"E
2663.74'
948.75'
40' R/W
BK 900, PG 34, MCR
HIDALGO
ROAD
LANE
AVE
DRIVE
AVE
234TH
PECAN
AVENUE
SUNLAND
234TH
234TH
1' VNAE
L19
L20
S89°00'30"E  280.10'
S00°59'30"W  293.07'
L21
L22
L23
S00°59'30"W
120.00'
N89°00'30"W  1055.22'
L26
N00°59'30"E  2123.72'
35
8
31
5
4
3
1
23
14
28
20
29
19
17
18
37
12
27
34
7
33
6
32
11
2
24
22
21
15
16
30
38
10
36
9
25
26
13
49
50
51
52
53
46
54
47
55
48
57
56
105.00'
L24
N00°59'30"E 2601.12'
945.25'
329.99'
687.72'
N89°00'30"W 1170.22'
N89°00'30"W 512.72'
250.00'
207.72'
54.94'
S00°59'30"W 195.00'
N00°59'30"E 343.07'
N00°59'30"E 1475.57'
250.00'
343.07'
N89°00'30"W 300.00'
50.00'
250.00'
482.50'
638.24'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 90.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 90.00'
N00°59'30"E 263.07'
37.58'
37.58'
37.58'
37.58'
37.58'
37.58'
37.59'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
N89°00'30"W 100.00'
90.00'
90.00'
90.00'
90.00'
N89°00'30"W 180.00'
N89°00'30"W 180.00'
L46
250.00'
L47
243.07'
L48
280.10'
212.72'
L49
L50
31.82'
42.43'
27.59'
27.58'
37.58'
37.58'
37.58'
37.58'
37.58'
14.14'
14.14'
21.21'
N00°59'30"E 104.97'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 105.00'
N00°59'30"E 98.69'
150.00'
243.07'
150.00'
L51
75.00'
L52
345.70'
C10
C11
C12
L58
L59
L60
243.07'
L61
N00°59'30"E
37.58'
37.58'
37.58'
37.59'
37.58'
37.58'
37.58'
27.59'
27.58'
37.58'
37.58'
37.58'
37.58'
37.58'
27.58'
37.58'
37.58'
37.58'
37.58'
37.58'
27.59'
14.14'
21.21'
21.21'
14.14'
21.21'
21.21'
14.14'
25.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
N00°59'30"E 100.00'
N00°59'30"E 100.00'
N00°59'30"E 100.00'
N00°59'30"E 90.00'
N89°00'30"W 105.00'
N89°00'30"W 105.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 110.00'
N89°00'30"W 109.19'
S00°59'30"W 350.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
26.06'
L=8.99'
L=6.50'
L=13.69'
L=1.80'
35.00'
33.20'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
32.50'
31.82'
3.54'
S89°00'30"E 346.19'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
35.00'
31.19'
L55
L76
21.21'
14.14'
N00°59'30"E 100.00'
N00°59'30"E 100.00'
N00°59'30"E 100.00'
100.00'
L78
21.21'
14.14'
150.00'
L
=
3
9
.6
0
'
L
=8
0
.8
8
'
N89°00'30"W 134.56'
123.07'
45.00'
360.18'
S89°00'30"E  422.50'
S00°59'30"W  200.00'
N89° 00' 30"W'
S00°59'30"W 295.00'
75.00'
S00°59'30"W 528.25'
N89°00'30"W 522.72'
L56
S00°59'30"W  149.05'
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
25'
R/W
40'
R/W
40'
R/W
40'
R/W
40'
R/W
40'
R/W
40'
R/W
30'
R/W
30'
R/W
TRACT F
TRACT B
TRACT A
TRACT A
TRACT C
TRACT D
TRACT E
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
1' VNAE
42'
R/W
37'
R/W
37'
R/W
42'
R/W
24'
RID
ESMT
WATSON
ROAD
PARCEL
BOUNDARY
45'
SEWER
EASEMENT
PARCEL BOUNDARY
VE
SO
33' R/W
PER BK 19,
PG 43, MCR
8' ELEC ESMT
PER DK 23-0505576
329.99'
PARCEL
BOUNDARY
SECTION
LINE
A
LEGEND
B
CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH CAP
RLS #29259 UNLESS OTHERWISE STATED
INTERIOR MONUMENT SET BRASS CAP PER MAG
DETAIL 120-1 TYPE B
SURVEY CORNER  MONUMENT (FOUND AS NOTED)
BRASS CAP MONUMENT (FOUND AS NOTED)
PUBLIC UTILITY EASEMENT
VEHICULAR NON-ACCESS EASEMENT
MARICOPA COUNTY RECORDER
RIGHT OF WAY
33' X 33' SIGHT VISIBILITY TRIANGLE EASEMENT
8' P.U.E.
P.U.E.
V.N.A.E.
M.C.R.
R/W
MATCHLINE
BOUNDARY LINE
ROAD CENTERLINE
PROPOSED RIGHT-OF-WAY LINE
SECTION LINE
EASEMENT LINE
PARCEL LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING PARCEL LINE
LINE TABLE
NO.
L19
L20
L21
L22
L23
L24
L26
L27
L46
L47
L48
L49
L50
L51
L52
L55
L56
L58
L59
L60
BEARING
S89° 00' 30"E
S00° 59' 30"W
N89° 00' 30"W
S00° 59' 30"W
S45° 59' 30"W
S44° 00' 30"E
S45° 59' 30"W
N89° 00' 30"W
S44° 00' 30"E
S45° 59' 30"W
S44° 00' 30"E
S45° 59' 30"W
S44° 00' 30"E
N45° 59' 30"E
N44° 00' 30"W
S89° 00' 30"E
S44° 00' 30"E
N45° 59' 30"E
N44° 00' 30"W
S45° 59' 30"W
LENGTH
15.00'
50.00'
67.38'
50.00'
3.54'
10.61'
56.57'
52.00'
35.36'
35.36'
35.36'
35.36'
42.43'
42.43'
35.36'
5.00'
49.50'
35.36'
35.36'
35.36'
LINE TABLE
NO.
L61
L76
L78
L79
BEARING
S44° 00' 30"E
N89° 00' 30"W
N45° 59' 30"E
S89° 00' 30"E
LENGTH
35.36'
5.00'
5.39'
10.00'
CURVE TABLE
NO.
C10
C11
C12
LENGTH
15.49'
120.48'
15.49'
RADIUS
50.00
55.00
50.00
DELTA
17°45'10"
125°30'20"
17°45'10"
CHORD
S82°06'55"W
N44°00'30"W
N09°52'05"E
S00°59'30"W  100.94'
N00°59'30"E  2123.72'
L27
S00°59'30"W  149.05'
L79
42'
R/W
52'
R/W
23'
RID
ESMT
PARCEL
BOUNDARY
SECTION
LINE
WATSON
ROAD
33' R/W
ER BK 19, PG 43, MCR
8' ELEC ESMT
PER DK 23-0505576
N00°59'30"E 2601.12'
329.99'
399.06'
33.00'
WATSON
ROAD
N00°59'30"E 2601.12'
40' R/W
BK 900, PG 34, MCR
399.06'

SHEET NUMBER
LATEST REVISION DATE
COB ENGINEERING APPROVED SEAL
PROJECT NUMBER
ORIGINAL PLAN DATE
COB PERMITTING APPROVED SEAL
DESIGN SEAL
(POSSIBLE AS-BUILT SEAL)
SUBMITTAL:
COB PERMIT #
COB PLAN TRACKING #
ENGINEER INFORMATION
TITLE
VENTANA RANCH SOUTH
PHASE 2A
FINAL PLAT
Aug/2025
 of     8
1720000700
PLZS -24-0051
PHOENIX
8
TOTAL LOT AREA
TOTAL SUMMARY TABLE
TOTAL TRACT AREA
TOTAL RIGHT OF WAY AREA
650,712 SQ FT, 14.93 AC.
352,591 SQ FT, 8.10 AC.
 521,325 SQ FT, 11.97 AC.
COMBINE TOTAL AREA
1,524,627 SQ FT, 35.00 AC.
TOTAL LOT AREA = 650,712 SQUARE FEET
OR 14.93 ACRES MORE OR LESS
LOT SUMMARY TABLE
LOT #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
AREA (SF)
3,675
3,675
3,675
3,675
3,675
3,675
3,675
3,675
3,675
3,665
3,709
3,758
3,758
3,758
3,758
3,758
3,708
3,708
3,758
3,758
3,758
3,758
3,758
3,709
3,709
3,758
3,758
3,758
3,758
3,758
3,708
3,450
3,500
3,500
3,500
3,500
3,500
3,500
3,500
3,500
3,500
3,500
3,500
3,500
3,450
3,848
3,850
3,850
LOT SUMMARY TABLE
LOT #
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
AREA (SF)
3,850
3,850
3,850
3,850
3,850
3,850
3,850
3,675
3,675
4,725
4,725
4,725
4,725
4,725
4,675
4,725
4,725
4,725
4,675
5,074
5,124
5,124
5,124
5,208
5,124
5,124
5,124
5,074
5,074
5,124
5,124
5,124
5,208
5,124
5,124
5,124
5,074
4,675
4,725
4,725
4,725
4,675
4,950
4,950
4,950
4,950
4,950
4,950
LOT SUMMARY TABLE
LOT #
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
AREA (SF)
4,950
4,950
4,950
4,950
4,725
4,725
4,725
4,705
4,856
5,226
4,836
5,119
5,194
5,264
5,334
5,474
5,543
5,613
5,683
5,753
5,822
5,892
5,962
6,032
6,102
6,171
6,241
6,311
7,329
6,217
5,815
5,246
5,246
5,246
5,169
4,725
4,725
4,725
4,725
4,725
4,725
4,725
4,725
4,725
4,725
4,725
4,675