PLZS-24-0052 Ventana Ranch Phase 2B - Final Plat.pdf

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LOWER BUCKEYE ROAD
(ALIGNMENT)
22 23
BROADWAY ROAD
(ALIGNMENT)
5 2/ 26
SOUTHERN AVENUE
(ALIGNMENT)
TIN, R3W G. & S.R.B&M.
VICINITY MAP
NOT TO SCALE
DEVELOPER OWNER

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

MILLROSE PROPERTIES ARIZONA, LLC
2942 N 24th Street #113
PHOENIX, AZ, 85016

ENGINEER SURVEYOR
DANIEL J. POTTINGER, P.E. KENNETH CONVERSE, R.L.S.
STANTEC, INC. T2 UTILITY ENGINEERS.
3133 W. FRYE ROAD 19621 N. 23RD DRIVE

SUITE 150

SUITE 150

PHOENIX, AZ 85027
PHONE: (602) 977-8000
FAX: (602) 977-8099
Kenneth.Converse@t2ue.com

CHANDLER, AZ 85226
PHONE: (602) 977-8000
FAX: (602) 977-8099
Daniel.Pottinger@stantec.com

NOTES

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.

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 INCONFORMANCE 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 110 LOTS, 12 TRACTS, INTHE PR ZONING DISTRICT.

6. THIS FINAL PLAT IS INSUBSTANTIAL 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. ITIS 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, INACCORDANCE WITH BUCKEYE ORDINANCES 43-05
AND 42-06.

FLOOD ZONE DESIGNATIONS

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.

FINAL PLAT
VENTANA RANCH SOUTH - PHASE 2B

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

SHEET INDEX

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 - 6 - FINAL PLAT PLAN SHEETS

SHEET 7 - LOT TABLES

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
$89°57'55"E AS THE (BASIS OF BEARING)

GROSS SITE AREA

920,635 SQUARE FEET OR 21.13 ACRES MORE OR LESS.

CERTIFICATION

|, KENNETH CONVERSE, HEREBY CERTIFY THAT | AM A REGISTERED LAND
SURVEYOR IN THE STATE OF ARIZONA, THAT THIS PLAT CONSISTING OF
SEVEN 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.

KENNETH CONVERSE, R.L.S.
ARIZONA REGISTERED LAND SURVEYOR #29259

APPROVED BY THE COUNCIL OF THE CITY OF BUCKEYE ON
THIS DAY OF 20
BY:
MAYOR
ATTEST:
CITY CLERK

| CERTIFY THAT ALL ENGINEERING CONDITIONS AND REQUIREMENTS
HAVE BEEN COMPLIED WITH.

BY:

BUCKEYE CITY ENGINEER DATE

BY:

DEVELOPMENT SERVICES DIRECTOR DATE

ACKNOWLEDGMENT

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, THE ATTORNEY-IN-FACT FOR MILLROSE PROPERTIES
ARIZONA, LLC, LIMITED LIABILITY COMPANY, FOR AND ON BEHALF THEREOF.

NOTARY PUBLIC

MY COMMISSION EXPIRES:

HOMEOWNERS ASSOCIATION

RATIFICATION

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:

ACKNOWLEDGMENT

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:

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 2B", A
SUBDIVISION LOCATED IN THE SOUTH 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 2B"
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 "Q" THROUGH "Z" AND "AA" THROUGH "BB" 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. DWELLING
UNITS SHALL NOT BE CONSTRUCTED ON SAID TRACTS.

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 ("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, THE
ATTORNEY-IN-FACT FOR MILLROSE PROPERTIES ARIZONA, LLC, LIMITED LIABILITY COMPANY

BY:

NAME:

ITS:

MANAGING ENGINEERING / SURVEYOR
KENNETH CONVERSE, R.L.S.
DANIEL J. POTTINGER, P.E.

PROJECT COORDINATOR

CHECKED
DJP
CHECKED

KPC

JAW
DRAFTED
TLB

DESIGN LAYOUT
DLP

FIELD SURVEY
MGB

DRAWAING

SCALES.

NTS

FINAL PLAT

PLAN TYPE:

ENGINEER INFORMATION:

( stantec Stéuts

PHOENIX

PHOENIX

19621 N. 23RD DRIVE, SUITE 150,

PHOENIX, AZ 85027
TEL: (602)—977—8000

3133 W FRYE ROAD, SUITE 300,

PHOENIX, AZ 85226

FAX: (602)-977—8099

TEL: (602)—977-—8000
www.STANTEC.com

FAX: (602)—977-—8099

www.T2UE.com

VENTANA RANCH SOUTH
PHASE 2B

PROJECT PLAN STICKER

EVISIONS:

AY
A
Ay

COB PERMITTING APPROVED STAMP.

COB ENGINEERING APPROVED STAMP,

(POSSIBLE AS-BUILT SEAL)

DESIGN SEAL.

KENNETH P.

CONVERSE

SUBMITTAL:

ORIGINAL PLAN DATE

Aug/2025

LATEST REVISION DATE

PROJECT NUMBER

1720000700

‘SHEET NUMBER

1 OF 7

‘COB PLAN TRACKING #

PLZS-24-0052

COB PERMIT #

SW CORNER SEC. 27 T1N, R3W
FOUND TOWN OF BUCKEYE BRASS
CAP IN HAND HOLE.

STAMPED "2008 / 31034"

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LINE TABLE LINE TABLE
NO. BEARING LENGTH NO. BEARING LENGTH
L1 | S56° 06' 42"w 3.27' L25 | N44° 00' 30"W 14.14!
L2 | S11°11'06"W | 50.00" L26 | N45° 59' 30"E 35.36"
L3 | $33° 53! 34"E 35,31" L27 | $44° 00' 30"E 35.36"
L4 | S73° 06' 15"E 50.25' L28 | N45°59'30"E | 35.36"
L5 | N56° 11'07"E 35.36" L29 | N44°00'30"W | 35.36"
L6 | S33° 48'53"E 42.43' L30 | N44°00'30"W | 35.36"
L7 | N39° 47'29"W | 39.19" L31 | N54° 43! 12"E 36.25!
L8 | S08°21'00"W | 60.50" L32 | N46° 47'02"E 34.86
L9 | N49° 07'58"E 44.69' L33 | N44°00'30"W | 35.36"
L10 | S00° 59' 30"W 10.00' L34_) N89°00'30"W | 25.00"
L11 | N44° 00' 30"W 10.61' L35 | N89°00'30"W | 108.24'
L12 | N45° 59' 30"E 3.54" L36 | N50° 04' 21°E 45.34!
L13 ) NO0° 59' 30"E 50.00" L37 | N40°58'07"W | 40.12'
L14 | S89° 00'30"E 67.38 L38 | N89°00'30"W | 100.74!
L15 ) NO0° 59' 30"E 50.00! L39 | S45°59'30"W | 35.36"
L16 | N89° 00' 30"W 15.00' L40 | S44° 00'30"E 35.36"
L17 | S89° 00' 30"E 25.00! L41 | N45° 02' 10"E 34.76'
L18 | NOO° 59' 30"E 50.00! L42 | N43°45'46"W | 35.20"
L19 ) N45° 59' 30"E 35.36 L43 | S45°59'30"W | 35.36"
L20 | N45° 59' 30"E 3.54" L44 | S44° 00' 30"E 35.36"
L21 | NO00° 59' 30"E 50.00 L45 | N45° 59' 30"E 35.36"
L22 | N44° 00'30"W 14.14' L46 | S44° 00'30"E 5.39"
L23 | N45° 59' 30"E 14.14 L47 | S33° 48'53"E 8.93'
L24 | NO0°59'30"E | 50.00"

W 1/4 CORNER SEC. 27 T1N, R3W
FOUND TOWN OF BUCKEYE BRASS

NW CORNER SEC. 27 T1N,

CAP FLUSH R3W, FOUND TOWN OF
BUCKEYE BRASS CAP
IN HAND HOLE
ongIgen ' °46'32"W 2685.62’ (M)
NO0°59'36"E 2601.02" (M) NOSE
_ _ __ ___N00"59'30"E 2601.12" (R) WATSON ROAD _ _ _ No"16'56"W 2685.58 (R)
~ — 2269.62" | 331.50"
|
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. |
|
|
2 |
8 |
ite}
BS |
VENTANA RANCH SOUTH 3
=
PHASE 2A & |
©
NOT A PART i. |
(UNSUBDIVIDED) |
|
|
N00°59'30"E |
N00°59'30"E 95.00 |
N00°59'30"E 200.00" 780" | N00*59'30"E 190.00 |
aoe See ui L 8 L21 AT L24
20” L22 L23 L25 |
|
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& ig 8 < O -=e
= uw & O MY 2x0
S 8 s oe eK
N00°59'30"E [12 2 8 8 a > i IS
LI 120.00' L13 ES % S . |. Serene
c - @ Y ix O Berle
z nf Lu © xt < RP
N00°59'30"E 293.07" u Oo |S tom
£7, 3 wu O ~8B
Xo N00°59'30"E 187.49" S Y je Y
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Q |
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L2 u1 |
|
5,
$10°38'39"W |
116.79" |
|
0 $78°48'53"E |
= 75.00
3 |
S Se"0030"E__ |
2 87.31!
= $78°48'53"E |
80.00'
$00°59'30"W 601.81" |
|
VENTANA RANCH SOUTH | |
CURVE TABLE PHASE 2C |
NO. | LENGTH | RADIUS | DELTA CHORD NOT A PART |
c1 | 59.01" | 2410.00' | o01°24'10" | N10°29'01"E (UNSUBDIVIDED) |
c2 | 30.37 | 2410.00" | 000°43'19" | No6°33'23"E
c3 | 46.78' | 2400.20' | 001°07'00" | No9°53'58"E |
c4 | 202.84 | 2400.20' | 004°50'31" | No8°02"13"E |
c5 | 17.34" | 2425.00" | 000°24'35" | NO1°11'47"E
|
ce | 15.49' | 50.00° | 017°45410" | $07°53'05"E Bi
c7 | 120.48 | 55.00° | 125°30'20" | N45°59'30°E NORTH 1/4 CORNER OF
ca | 1549 | 50.00" | 017°4510" | Neor07's5'w SEC. 27 TIN, R3W SOLID |
STEEL RODNOTFOUND |
co | 165.71' | 1405.90' | 006°45413" | N85°37'54"W
cio | 136.18 | 825.00' | 009°27'29" | se4°1646"E
C11 | 145.08" | 875.00' | 009°30'°00" | N84°15'30"W
MID SEC. 27 T1N, R3W
c12 | 15.49' | 50.00° | 017°45410" | No2°18'32"E FOUND 4/2" REBAR NO ID
c13 | 117.51" | 55.00' | 122°25412" | N54°38'93"E
c14 | 16.09' | 50.00' | 018°26'32" | $73°22'07"E
NE CORNER OF SEC. 27, TW1, R3W
15 | 101.89' | 1355.90' | 004°18'20" | $84°44'33"E FOUND 2.5" ALUM CAP IN DIRT HOLE
c16 | 73.31" | 2490.00' | 001°41'13" | $10°20'°30"w
c17 | 117.23" | 2486.98' | 002°42'03" | No0°43'08"E
Call at least two full working days
C18 | 23.07" | 2490.00' | 000°31'51" | N06°27'39"E BIT ONASIIN
cig | 8.63' | 2475.00' | 000°11'59" | $01°05'30"W 8 |
Arizona Blae Stake, ine. ni, 2
c20 | 95.15" | 1340.90' | 004°03'57" | N85°28'40"W Dial 8-1-1 or 1-800-STAKEAT (782-5348)

in Maricopa County: (602) 263-1100

TRACT USE AND AREA TABLE
TRACT PRIMARY USE SQ. FT.
TRACT AA LANDSCAPE 2,475
TRACT BB LANDSCAPE/RETENTION 54,799
TRACT Q LANDSCAPE 5,951
TRACT R LANDSCAPE 1,941
TRACT S LANDSCAPE/RETENTION 79,257
TRACT T LANDSCAPE 2,475
TRACT U LANDSCAPE 2,475
TRACT V LANDSCAPE 26,577
TRACT W LANDSCAPE/RETENTION 9,131
TRACT X LANDSCAPE 1,237
TRACT Y LANDSCAPE 2,477
TRACT Z LANDSCAPE 1,238
TOTAL TRACT USE AREA = 190,033 SQUARE FEET OR 4.36
ACRES MORE OR LESS
RIGHT OF WAY AREA TABLE
TRACT PRIMARY USE | SQ. FT. | ACRE
233RD AVENUE RIGHT-OF -WAY 81,210 1.864
233RD DRIVE (NORTH) | RIGHT-OF -WAY 7,733 0.178
233RD DRIVE (SOUTH) | RIGHT-OF -WAY 12,154 0.279
233RD LANE RIGHT-OF -WAY 13,119 0.301
234TH AVENUE RIGHT-OF -WAY 7,500 0.172
CHAMBERS STREET | RIGHT-OF-WAY 31,206 0.716
CHANUTE PASS RIGHT-OF -WAY 26,143 0.600
GRAHAM TRAIL RIGHT-OF -WAY 35,019 0.804
PECAN ROAD RIGHT-OF -WAY 27,021 0.620
SUNLAND AVENUE RIGHT-OF -WAY 33,927 0.779
TOTAL RIGHT OF WAY AREA = 275,032 SQUARE FEET OR 6.31
ACRES MORE OR LESS

N
(0) 100’ 200’
NS |
“ VENTANA RANCH
PHASE 2B
FINAL PLAT
Stantec

CHANDLER, AZ 85226
TEL: (602)-977—8000
www.stantec.com

FAX: (602)-977-8099

COB PERMITTING APPROVED SEAL. COB ENGINEERING APPROVED SEAL

SUBMITTAL:

(POSSIBLE AS-BUILT SEAL)

KENNETH P.

CONVERSE

PLZS-24-0052

ORIGINAL PLAN DATE

Aug/2025

LATEST REVISION DATE

PROJECT NUMBER ‘SHEET NUMBER

1720000700 2

‘COB PLAN TRACKING #

COB PERMIT #

¢
I
3
| a bear
i Llo {a _18 |
144] 145] 146 | 147 | 148 | 149 Ss Kk aE mE os |
150 | 151] 152 | 153 154 155 |__joa_p — —+-- R/W
35x 700 | 35 aN
-J- | refi fo 8” MIN
——- — —CHANUTE PASS- — SH EET 4 - S a 1 TRACT
-5- -+- | SETBACK a —_
5)
seek st Ly ir
166 | 165 | 164 | 163 | 162 | 161] 160 | 159 | 158 | 157] 456 [© al | SETBACK
O a Wy 3
tf! le S
ae a ee es ee Ea! [ie L_ _|_| '-— 4 fe |
7 iow i ~ FS} FRONTLOTLINE eee
167 | 168 | 169 | 170 | 171/172 |173 1174] 1751176 = ‘fs
& 180 on _ LOCAL STREET |
33°X33’
--- i-- LL eo i 1. SIDE SETBACK SHALL BE SIGHT VISIBILITY
ee 7 9 / 5’ MIN/10’ TOTAL PER LOT TRIANGLE
CHAMBERS STREET | -—— ___ 2. FRONT SETBACK MAY BE REDUCED TO 10’
oy | 3. DRIVEWAY LENGTH MEASURED FROM BACK
192 | 191| 1901189] 1881187 5 181 | OF SIDEWALK TO FACE OF GARAGE SHALL
<L /
Tard | uy t.
I} ow 182 a) |
: SHEET5 / é oe
a | 183 ~ |
cr TRACT S & 10 Re —— 4185 I
185 L Pee 25’
{48 x 105" ere an
2D 186 ; f | ly»
ain
| 5’ | 5’ | P.U.E.
| | B.S.L. + PBS. | 1. |
- — ——GRAHAM TRAIL- - - _ _ ees ee
| |} 10 | L_
aN A “77 pes SETBACK | if
193 ‘ ! wa '|ble fy &
t94)195}196 , | {197}198|19 [2001201 TRACT V le 1 aoe a Va
TRACT T | z |4— TRACT U ; 9 |
re oe ed | aE FRONT LOT LINE RW CLIP
(oe) N
216/215/214/213) | “ | [212/2111210 } oe “ LOCAL STREET |
33°X33’
| 2. FRONT SETBACK MAY BE REDUCED TO 10’
— -SUNL _ _
AND AVE crx 5 eee deta
t St \ 3. DRIVEWAY LENGTH MEASURED FROM BACK
7 a a me 252 OF SIDEWALK TO FACE OF GARAGE SHALL
] 251
218 | 236 239 250 TYPICAL LOT DIMENSIONS & BUILDING SETBACK
219 = 235 240 949 NO SCALE
! aQ t el TITLE
220 | x 234 241 | | 248 VENTANA RANCH
st J
221 & 233 242 | 247 FINAL PLAT
222 | 232 243 | 246 MINUMUM YARD SETBACKS ~ & stantec
| 223 231 a 244 yo te 245 LOT SIZE FRONT TO LIVABLE ING ° char REAR (FT) SIDE (FT) aver eeereren eee CT Sy
“Tract 2 7 red mS H ET 6 35.100 19 18 10 SAS 50% ee
77 TT —/
| a
|
224/225|226|227|228/229 |
230 TRACT BB
a | (PO )
|
l

_ |

KEYMAP

" PLZS-24-0052

SCALE: 1”=80
a | Call at least two full working days
80 40 O 80 apa ht ee
ARIZONA8I1 Aug/2025

b | :
Arizona Bise Siaka, tac. Sli),
Dial 8-1-1 or 1-800-STAKE-IT (782-5348) || = | PROJECT NUMBER

In Maricopa County: (602) 263-1100 1 720000700 3 of 7

‘SHEET NUMBER

COB PEI

—EEE

//-N00°59'30"E_95.00"}

234TH DRIVE

VENTANA RANCH SOUTH

PHASE 2A
PERBK. ,PG. ,M.C.R.
$89°00'30"E 558.91'
45.00" 45.00" 45.00" 45.00' 50.36'
r= 1! VNAE
z 8 8 2 3 3 g 8 ‘ w
8 8 8 8 3 2 8 3 is =
S nu * rf bs w re 3 : =
S fo) S gS Ss) 99 8 Se) = =
144 8 5 S| 147 & e| 149 2 150 & 2 5 = 154
8 o 2 P S o 2 ire} fo)
g g 3 2 2 2 8 2 5 Ba
n So
ie)
35.00' _ 45.00" 45.00" LL 45.00' L=45,.26' fF La4a.57
$89°00'30"E 382.23' Ci -

__ $89°00'30"E 432.23

CHANUTE PASS

190.00'

qoasb=-t==4+--4-=-b=-t-

382.23'

_$89°00'30"E 382.23!

45.00' 45.00" ~ 45.00"
oO - Oo 7 -
o roy 9 : 7 s 3S 8 8
é : : : g e g g
S = u = S wu
2 166 & w 5] 163 a =| 461 #| 160 2 .
38 S = Fa % 3 ro g @ RK
= 1' VNAE
N89°00'30"W
45.00° 45.00" 45.00° 45.00"
MATCH SHEET

N04°15'31"E 105,04"

$85°54'41"E

L=151.22' R= '

L=140.63'

_—T L=54.39"

—

156

1! VNAE

$82°20'23"
44.88"

11'37"

—_—

L=14.45'

NV

11076
259.8

160.67"

—Nt1°14 07"

—_

207.34"

N11°94

-~

11°

{00-2946 10509
N
07"

TRACT Q

—__

-.

148,

65'
38.69
69"
a

d
I

wk. $26°48'53"6 00"
LOO A.2'_
Ao on — :

S784g551E a5ep 2
8 oy rvnae— Ds eo
3] 178 (B)

H $78°48'5 0p 110.00 & RS
S| 8) al ig
$ S) |e
179 ele | fs
f= | I

S78°4ainon
mE 110.09) 4 VNAE

LINE TABLE

NO. BEARING LENGTH

L1 | S56° 06' 42"W 3.27'

L2 | S11° 11'06"W 50.00"

L3_ | $33° 53' 34"E 35.31!

L4 | S73° 06'15"E 50.25'

L5 | N56° 11'07"E 35.36"

L6 | S$33° 48'53"E 42.43'

L23 | N45° 59' 30"E 14.14"

L24 | NO0° 59' 30"E 50.00

L25 | N44° 00' 30"W 14.14"

L47 | $33° 48'53"E 8.93'

VENTANA RANCH SOUTH

PHASE 2C
& SURVEY CORNER MONUMENT (FOUND AS NOTED)
© BRASS CAP MONUMENT (FOUND AS NOTED)
© INTERIOR MONUMENT SET BRASS CAP PER MAG
DETAIL 120-1 TYPE B
a CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH
CAP PER VENTANA RANCH SOUTH PHASE 2A BK. ,
PG. , M.C.R.
e CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH CAP
RLS #29259 UNLESS OTHERWISE STATED
P.U.E. PUBLIC UTILITY EASEMENT
V.N.A.E. VEHICULAR NON-ACCESS EASEMENT
M.C.R. MARICOPA COUNTY RECORDER
RIW RIGHT OF WAY

(Ay 33' X 33' SIGHT VISIBILITY TRIANGLE EASEMENT

8' PUL.

WAT CHLINE

BOUNDARY LINE

ROAD CENTERLINE

PROPOSED RIGHT-OF-WAY LINE

EXISTING RIGHT-OF-WAY LINE

PARCEL LINE

EXISTING PARCEL LINE

SECTION LINE
EASEMENT LINE

Call at least two full working days
before you begin excavation.

RIZONASIT

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
in Maricopa County: (602) 263-1100

CURVE TABLE

NO. | LENGTH

RADIUS DELTA

C10 | 136.18

825.00' | 009°27'29"

C11 | 145.08

875.00' | 009°30'00"

SCALE: 1”°=40

E—————

40

O

40

TITLE

VENTANA RANCH
PHASE 2B
FINAL PLAT

ENGINEER INFORMATION

6) Stantec

PHOENIX
3133 W FRYE ROAD, SUITE 300
CHANDLER, AZ 85226

www.stantec.com

€

TEL: (602)-977-8000 __ FAX: (602)-977—8099

T2 utility

engineers

COB PERMITTING APPROVED SEAL.

COB ENGINEERING APPROVED SEAL

(POSSIBLE AS-BUILT SEAL)

KENNETH P.

CONVERSE

ORIGINAL PLAN DATE

Aug/2025

LATEST REVISION DATE

PROJECT NUMBER

1720000700

‘SHEET NUMBER

4 of

7

$84°16'46"E

N84°15'30"W

SUBMITTAL:

PLZS-24-0052

‘COB PLAN TRACKING #

COB PERMIT #

MATCH SHEET

4

MATCH SHEET 6

| Nee 000"W 48.70" S85°54'41"E
LA vac $85°54'41"E 43.09" a
- 1.79: |. $82°20'23"E x
i | . ; = = 2 5.34’ g —
= z roy S . 8 8 3S rs) 5 N
3 3} S 2 3 8 8 2 E rf : g els
al S - = 8 r a " B : Gli SS
u q Ww — u u E g KK. OF uw -
'Sle 167 =| 168 “| 169 | 170 =| 171 8| 172 S| 173 &| 174 8! 175 «[E 4176 IS, FIR p ee
S 8 = & 3 B 2 B 3 5 Fs 5, & 2 | =
B 8 8 B 5 5 5 2 3 ze = 8 ~ =
8 8 S 2 iS = e = = uy |
3 S 2 8 (BY 2 = iS ~
10.00" 25" 25 - ~
Rw | Rw |
| __ !
45.00 45.00 | 45.00" 45,00" 45.00. _ | __ 45.00" L=35.00']  b=44.47 ~ [cqy gor Ow 3s ! 40"
$89°00'30"E 315.00 ——=——3 492" xi> 0° 4" VNAE li Rw
CHAMBERS STREET : ae |
$89°00'30"E 365.00" ® L=2112 as
7 ~~ 315.00" 7 ~ ~ ~ > 28, R=1380.90 |
D=008°45'59» ————__
__. _ $89°00'30°E 265.00. cts as & |
45.00" 45.00" 45.00" 45.00" 42.50 a -=2 C14 vo / a
354 Woe fp ig =
= —— ise}
z Vir C —— = Iw g
a 2 o 2 (8) s S an 20 os —_— — s ME [~
NX 8 S S Ss S > 25) = ENG aS
> g 8 8 S 8 Sl ar rw |X yynae S | fe 81g SA
| 3 w uw = 2 # ti) be | al (a) 181 g = &” *
S| 192 S| 191 8| 190 3| 189 S| 188 8| 187 815 8 at | s
| 8 & B B 8 B | = 1" VNAE
2 8 8 8 8 Sl a |
| 8 8 8 3 2 2 s} N89°00'30"W 105.00"
a ar - I
Ww 1" VNAE VNAE— | 1 lo 3 <8) [i /
© | ! Fe 182 3
Oo J __ 45.00 45.00! 45.00! 45.00" 45.00! 45.00" 22.50" 6 is x
= | N89°00'30"W 292.50' = =
FE a| Z N89°00'30"W 105.00 7 Ss
o | Po ee PS | x,
N = | S Sic
o oS oN Q
| Si Q | 183 sg] ws &
Bm x 8 | o9
| 5/8 3 i &
| _ lo = ol 3S
! SI ei “of N89°00'30"W 105.00" Z TRACT S [4
2 S|. = |
als S
| VENTANA RANCH SOUTH Ww sie 184 8 |
| PHASE 2A e 4" VNAE —|}—
ire}
| PERBK. ,PG. ,MCR. S Ss | ol 4
= . : R/
iS 185 3 ” VENTANA RANCH SOUTH
LO
| Is ‘ © PHASE 2C
pO
|
| N89°00'30"W 105.00" ! |
| | $ 186 8 J & a
25' 25" ; a
. y Rw | Rw PAr?2s? | (8) Vg &
SJ N89°00'30"W 102.97" S |
XN Vv. Sf ?
Q % | ——
“ 20030" — B oO “1 VNAE _-- a
$89°00'30"E 265.00 --- - is
EY N88°0746"E 100.12
©] 85 RE 5
50.00 155.00 160.00! 349.62"
7 7 7 e- $89°00'30"E 785.14 ~ —¢ 7 7 GRAHAM TRAIL. im 7 7 ~¢ -
in = in = fo =
Ny Ny o
—_ gil $89°00'30"E 105.00" _ _ $89°00'30"E 185.00, $86°08'45"E 100.12" ©
35.00 35.00" 35.00" | KS 25.00 | 35.00 35.00" 35.00" 35.00 | 20.00" --<-—= 8s S —_—
a > -— —_— — 0
JN —--— 1' VNAE ~\OX ay
im g 3 s 8 RW | RW =I 3 S S = s 5 MW /e
= = q = > So - '
SSIS ag9 un us us S| | 8 ¥ aL) ls,_& us : w 2 go 18 ao
Bele 193 &] 1948] 1958] 1962)/.\]3 ee, w sbL |e 1974] 1983) 199 | 2002] 2018 TRACT V é FRw
3“ 8 8 as gisbiw §& < slogls 8 8 2 8 3
Zz S Ss S sielols s xr 2 bi ee Ss 2 Zz S |
8 Z2 2 S| fla = 8 S Ss
ve E a Zz Zz |
Hs oO 2 é
N89°00'30"W 1 YNAE J N PT VNAE N89°00'30"W | 5
35.00" 35.00" 35.00! 35.00" _ — — = 35.00! 35.00! 35.00! 35.00 35.00" N89°00'30"W 210.00" $89°00'30"E
—_— —
= 87.31"
=

LINE TABLE CURVE TABLE
No. | BEARING | LENGTH No. | LENGTH | RADIUS | DELTA CHORD
L7 | N39°47'29'w | 39.19 c1 | 59.01" | 2410.00' | 001°24'10" | N10°2901"E
L8 | sos°21'oo'w | 60.50" c2 | 30.37" | 2410.00 | o00°43'19" | Nos°33'23"E
Lo | Nag°o7'ss"e | 44.69 c3 | 46.78" | 2400.20 | 0107°00" | Nog°s3'58"E
L17 | s89°.00'30" | 25.00" c9 | 165.71' | 1405.90" | 006°45'13" | N85°37'54"'W
L18 | Noo? 59'30"E | 50.00" ci2 | 15.49 | 50.00 | 017°45'0" | No2°18'32"E
L19 | N45°59°30°E | 35.36" c13 | 417.51 | 55.00 | 122°25112" | N54°38'33"E
L20 | N45°59'30"E | 3.54’ c14 | 16.09' | 50.00 | 018°26'32" | $73°2207"E
L21 | Noo°59'30"E | 50.00" c1s | 101.89 | 1355.90' | 004°18'20" | se4c°44'33"E
L22 | N44°00'30"'w | 14.14" cie | 73.31’ | 2490.00' | 001°41113" | s10°20'30"'w
L29 | Na4°oo'3o'w | 35.36" ci7 | 117.23 | 2486.98' | 002°42°03" | Noo°43'08"E
L30 | N44°00'30"'w | 35.36" cis | 23.07 | 2490.00' | 000°31'51" | No6°27'39"E
L31 | N54°43'42" | 36.25 c20 | 95.15" | 1340.90' | 004°0357" | Ne5°28'40"'W
L32 | N46° 47°02" | 34.86
133 | N44°00'30'w | 35.36"
L34 | Neg? oo'30"'w | 25.00"
L35 | Ng9°.oo'3o"'w | 108.24)
L36 | N50°04'21"E | 45.34"
L37 | N40? ss'o7"'w | 40.12
L38 | Ngg°oo'3o'w | 100.74!
L39 | $45°59'30'w | 35.36"
LEGEND
& SURVEY CORNER MONUMENT (FOUND AS NOTED)
© BRASS CAP MONUMENT (FOUND AS NOTED)
) INTERIOR MONUMENT SET BRASS CAP PER MAG
DETAIL 120-1 TYPE B
rN CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH
CAP PER VENTANA RANCH SOUTH PHASE 2ABK.
PG. = | MCR.
e CORNER OF THIS SUBDIVISION SET 5/8” REBAR WITH CAP
RLS #29259 UNLESS OTHERWISE STATED
P.UE. PUBLIC UTILITY EASEMENT
VNAE. VEHICULAR NON-ACCESS EASEMENT
M.C.R. MARICOPA COUNTY RECORDER
RIW RIGHT OF WAY
<9) 33' X 33' SIGHT VISIBILITY TRIANGLE EASEMENT
8'P.UL.
ee MATCHLINE
BOUNDARY LINE
— ROAD CENTERLINE
--- PROPOSED RIGHT-OF-WAY LINE
-- EXISTING RIGHT-OF-WAY LINE SCALE: 1°=40
PARCEL LINE _ — |
EXISTING PARCEL LINE 40 20 O 40
— SECTION LINE
EASEMENT LINE
“ VENTANA RANCH
PHASE 2B
ENGINEER INFORMATION FINAL PLAT
6) Stantec
PHOENIX NG PAY

Call at least two full working days
before you begin excavation.

RIZONASIT

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
in Maricopa County: (602) 263-1100

3133 W FRYE ROAD, SUITE 300
CHANDLER, AZ 85226
TEL: (602)-977—8000
www.stantec.com

FAX: (602)-977-8099

COB PERMITTING APPROVED SEAL. COB ENGINEERING APPROVED SEAL

SUBMITTAL:

(POSSIBLE AS-BUILT SEAL)

KENNETH P.

CONVERSE

ORIGINAL PLAN DATE

Aug/2025

LATEST REVISION DATE

PROJECT NUMBER ‘SHEET NUMBER

1720000700 5 of 7

‘COB PLAN TRACKING #

PLZS-24-0052

COB PERMIT #

tT iW
FEF Dd
s Zz
TRACT T a ¥ TRACT U
<x MATCH SHEET 5
—_ a — a —
35.00 35.00°  [Neg°00'30"W | 35.00" | —_——_—=o 35.00 35.00 35,00 35.00 35.00' | N89°00'0"'W] 35.00 35.00 35.00 35.00 35.00 = =— =
35.00" e+ VNAE 35.00" 1" VNAE \ =
4*VNAE == ‘Jo > > > ) 30 30 ] ]
=| | Is sl | |8 . a . . . TYNAE Kr |! RW RW |
r=) & S Sf) ie ow =I L/S 8 S 8 iS ro) S 8 8 Ss Ss al O o F |
Ww a S S sje) 4 Se wt je fu Ss = 8 Ss 3 S s Ss Ss Ss s| <x S !
a S s 8 | IS BS al ls\s = lu = - S s = = S = sl e | |p |S |
om o]e iu wu SI= a2 PB a = lla wu o uu = ‘1 uu u Ww wi wi oO lo] + 2
S812 216%) 2158] 2148) 21321) |B s8 8 8212 8) 2118] 210 3| 2098] 208%] 2078) 2068] 205=| 204%] 2038] 2028) F | za 3 -
3a 8 2 2 sl les | AIA : 2 f 8 2 B 2 B 2 8 So “| TRACTW §
Ss 3 2 2 z 25 25 S 2 S = 3 & 8 8 3 8 = S/S
8| (By) 8 2| (A)—T7g) Rw rw [StpA) 2 = (BY, 8 Ss ad Z = Zz als |
an > 7
_ = m4 | Q eN 7 + |
_ 35.00' | _ 35.00" 35.00 25.0907 X225.00 35.00 | 35.00 35.00'_ | 35.00" 35.00. _ | _35.00' 35.00°_ | __ 35.00" 35.00'__|__35.00' o}
L16 $89°00'30"E 115.00 $89°00'30"E 386.76 1 | s89°00'30"E 99.57
ee SUNLAND AV ae | s =
50.00 _ 165.00! _ _ 240.10 _ _ _ _ _ 250.70" _ _ ~ tVNAET 6
uu rs) e $89°00'30"E 705.80 © 3 | 253 B
te —
> a] Rs Rs | $89°00'30"E 103.00
ind + __ __ _ $89°00'30°E 150.23, = DE aza8
°00'30" g 75.00" = . 2 =22. ,
O J N89°00'30"W_ 280.10 B- TRACT X OS Ae -TRACT Y +-gsao XM 252 8
am y ~] N89°00'30"W 90.00" ey “ N89°00'30"W 90.00' i N89°00'30"W 90.10" ON 7 ‘o | intese 8
ca be “Op eanians ,
F 7 ane ao (S wvwaet fe  o 8 $89°00'30"E 104.99
oS | 217 |\(A8) aw | aw [gl XA) 237 & 238 (a)—te)>,.. ©. PRs
N 4" VNAE Ss ie in] 25 25) | B
| N Si 2} Rw | RW fs 251 re
| N89°00'30"W 100.00" | = N89°00'30"W 100.00" N89°00'30"W 100.00" wi = |8 $89°00'30"E 105.00"
| 8 218% | i) 236 5 239 aS a
1 1 ! = 18 250 S
N89°00'30"W 100.00" N89°00'30"W 100.00" N89°00'30"W 100.00" x $89°00'30"E 105.00"
| 5 219 S 5 235 & 240 | 2 ed Be
1" VNAE R ° = ¥ _ [8 249 sis
VENTANA RANCH UTH 5 [Jz = S S
PHASE 2A N89°00'30"W 100.00" a 5 N89°00'30"W 100.00", N89°00'30"W 100.00" ~ |S A 5 $89°00'30"E 105.00" =
. lw S oof B . me u E
| Bk 220 Beg) ge 2342 Bae 241 Bie! Bla! Ya) a5
| PERBK. ,PG. ,MCR. 3s Beg! ES 8 gle ORE B gts 248 lB
2 Ss 5 g oS So Ss ¢ oO
wu 42 8a eL - a s $89°00'30"E 105.00" B
5 N89°00'30"W 100.00" sla = | __N89°00'30"W 100.00" N89°00'30°W 100.00 |
DY iro} (oe) re) 29 co So roy
| a 221 | 18 233 8 242 5 8 DA7 g
a = | | | Va) $89°00'30"E 105.00"
N89°00'30"W 100.00" i N89°00'30"W 100.00" N89°00'30"W 100.00" Yt
ES aol 5 rey sl oO 18 8
B 222 a 12 232 8 243 Bt | Qs 246 3
N $89°00'30"E 105.00"
N89°00'30"W 100.00" ; z N89°00'30"W 100.00" N89°00'30"W 100.00" z | :
iS 223 S} 28 | as |S 231 B 244 Slaw | aw IS 5 2
4" VNAE sJRwW | RW LE, & -1'VNAE nx © pp et
ME veong WS > weerrnenepoy NM on eo W 8 s9°0090"E 109.39
|__+_Neg*00'30"w 90.00 OS NX> _189°00'30"w 90.00 x N89°00'30"W 90.00 =r,
3 x | 2, 180.00 < - |
14 B= Loy P XS XG | 4" VNAE
a —— Sag C0S0E 142.08 \ tr $89°00'30"E 150.00
o| R= TRACT Z TRACT AA RE
55.00 192.38 250.00!
_ @ 2%” _ _ _ _ _ _ _ _ _ ©
580°00 SOE 497.38 /
- PECAN ROAD Re o
__. __. $89°00'30"E 385.37" __. __. a
| 35.00 35,00 35.00" 35.00 35.00 35.00 T 142.87" sg
' — — %
| t'vnae | 3
\ Lu Ye EN ; 5 ; 7 5 | 2
D> ( 8 8 3 rs 8 iS iB |
Z ro ig iS 3 = 3 ~ = |
oO — ~~ uu
— Wi | gh 2248! 2058] 2268] 227 =| 2288] 2292] 230: |
for) 2 rr ° tO e c |
[| tw 8 8 3 : g 8 S| 4 | TRACT BB
| rc | = = = —| SEWER)
_ rs) 4" VNAE EASEMENT |
N 31.19 35.00 35.00 35.00 35.00 35.00! 35.00" | (e)
J \ ] $89°00'30°E 241.19" |
y | | 4
| |
iG N89°00'30"W 144.88’
N89°00'30"W 422.50'
HIDALGO AVENUE
— @ — — — — — — — — — — —

FUTURE
INDUSTRIAL
SITE

LINE TABLE CURVE TABLE
NO. BEARING LENGTH NO. | LENGTH | RADIUS DELTA CHORD
L10 | S00° 59' 30"W 10.00 C4 202.84' | 2400.20' | 004°50'31" | N08°02'13"E
L11 | N44° 00' 30"W 10.61' C5 17.34 2425.00' | 000°24'35" | NO1°11'47"E
L12 | N45° 59' 30"E 3.54' C6 15.49 50.00" 017°45'10" | S07°53'05"E
L13 | NOQ0° 59' 30"E 50.00" C7 120.48 55.00" 125°30'20" | N45°59'30"E
L14 | $89° 00' 30"E 67.38 C8 15.49' 50.00 017°45'10" | N80°07'55"W
L15 | NOQ0° 59' 30"E 50.00" C17 | 117.23' | 2486.98' | 002°42'03" | N00°43'08"E
L16 | N89° 00' 30"W 15.00' C19 8.63' 2475.00' | 000°11'59" | S01°05'30"W
L26 | N45° 59' 30"E 35.36'
L27 | $44° 00'30"E 35.36"
L28 | N45° 59' 30"E 35.36
L40 | S44° 00' 30"E 35.36"
L41 | N45° 02' 10"E 34.76'
L42 | N43° 45' 46"W 35.20!
L43 | S45° 59' 30"W 35.36'
L44 | $44° 00'30"E 35.36"
L45 | N45° 59' 30"E 35.36"
L46 | S44° 00'30"E 5.39"
& SURVEY CORNER MONUMENT (FOUND AS NOTED)
© BRASS CAP MONUMENT (FOUND AS NOTED)
() INTERIOR MONUMENT SET BRASS CAP PER MAG
DETAIL 120-1 TYPE B
a CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH
CAP PER VENTANA RANCH SOUTH PHASE 2A BK.
PG. , M.C.R.
e CORNER OF THIS SUBDIVISION SET 5/8" REBAR WITH CAP
RLS #29259 UNLESS OTHERWISE STATED
P.U.E. PUBLIC UTILITY EASEMENT
V.N.A.E. VEHICULAR NON-ACCESS EASEMENT
M.C.R. MARICOPA COUNTY RECORDER
RW RIGHT OF WAY
(a) 33' X 33' SIGHT VISIBILITY TRIANGLE EASEMENT
8 PUL.
es WATCHLINE
BOUNDARY LINE
_ ROAD CENTERLINE
--- PROPOSED RIGHT-OF-WAY LINE
-- EXISTING RIGHT-OF-WAY LINE SCALE: 1”=40
PARCEL LINE _——
EXISTING PARCEL LINE 40 20 O 40
- SECTION LINE
EASEMENT LINE
- VENTANA RANCH
ENGINEER INFORMATION
6) Stantec at2
utility
CHANDLER, AZ 85226
TEL: (602)"977—8000 FAX: (602)-977-8099
COB PERMITTING APPROVED SEAL COB ENGINEERING APPROVED SEAL
z
s
(POSSIBLE AS-BUILT SEAL)
N
Ke)
i}
°
KENNETH P.
CONVERSE q
1
ep)
N
Call at least two full working days —
before you begin excavation. oa
R IZ 0) N fl 811 ORIGINAL PLAN DATE LATEST REVISION DATE
UNA ON! Aug/2025 :
[artzona Bine Saka, tne. Sly) J 2
Dial 8-1-1 or 1-800-STAKE-IT (782-5348) PROJECT NUMBER SHEET NUMBER z :
in Maricopa County: (602) 263-1100 gz x
1720000700 6 of 7 Oi

LOT SUMMARY TABLE LOT SUMMARY TABLE LOT SUMMARY TABLE LOT SUMMARY TABLE
LOT# AREA (SQ. FT.) LOT# AREA (SQ. FT.) LOT# AREA (SQ. FT.) LOT# AREA (SQ. FT.)
144 4,675 172 4,725 200 3,500 228 3,675
145 4,725 173 4,725 201 3,500 229 3,675
146 4,725 174 4,730 202 3,500 230 3,675
447 4,725 175 5,041 203 3,500 231 3,709
148 4,725 176 5,014 204 3,500 932 3,758
149 4,725 477 4,993 205 3,500 233 3,758
150 4,725 178 4,880 206 3,500 234 3,758
151 4,725 479 4,950 207 3,500 235 3,758
152 4,832 180 4,950 208 3,500 236 3,758
153 5,084 181 4,878 209 3,500 237 3,708
154 5,175 182 4,725 210 3,500 238 3,709
155 5,471 183 4,725 211 3,500 939 3,758
156 5,222 184 4,725 212 3,450 240 3,758
157 4,912 185 4,725 213 3,450 2A1 3,758
158 5,243 186 4,723 214 3,500 242 3,758
159 4,725 187 4,497 215 3,500 243 3,758
160 4,725 188 4,500 216 3,500 244 3,709
161 4,725 189 4,500 217 3,708 245 3,668
162 4,725 190 4,500 218 3,758 246 3,675
163 4,725 191 4,500 219 3,758 947 3,675
164 4,725 192 4,497 220 3,758 248 3,675 TOTAL SUMMARY TABLE
165 4,725 193 3,500 224 3,758 249 3,675
eb 4675 os 3500 oD 3758 0 3675 TOTAL LOT AREA 455,570 SQFT, 10.46 AC.
167 4,675 195 3,500 223 3,709 251 3,675 TOTAL TRACT AREA 190,033 SQ FT, 4.36 AC.
168 4,725 196 3,450 224 3,665 252 3,652 TOTAL RIGHT OF WAY AREA 275,032 SQ FT, 6.31 AC.
169 4,725 197 3,450 225 3,675 253 3,547
COMBINE TOTAL AREA 920,635 SQ FT, 21.13 AC.
170 4,725 198 3,500 226 3,675 TOTAL LOT AREA = 455,570 SQUARE FEET
7 4725 100 3500 oy 3675 OR 10.46 ACRES MORE OR LESS

TITLE

VENTANA RANCH
PHASE 2B
FINAL PLAT

Call at least two full working days
before you begin excavation.

RIZONAS1

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
in Maricopa County: (602) 263-1100

ENGINEER INFORMATION

6) Stantec

PHOENIX
3133 W FRYE ROAD, SUITE 300
CHANDLER, AZ 85226

NGF utility

engineers

TEL: (602)-977-8000 __ FAX: (602)-977—8099

www.stantec.com

COB PERMITTING APPROVED SEAL.

COB ENGINEERING APPROVED SEAL

SUBMITTAL:

(POSSIBLE AS-BUILT SEAL)

KENNETH P.

CONVERSE

ORIGINAL PLAN DATE

Aug/2025

LATEST REVISION DATE

PROJECT NUMBER

1720000700

‘SHEET NUMBER

7 of 7

‘COB PLAN TRACKING #

PLZS-24-0052

COB PERMIT #