Final Plat

DEDICATION:

VIVIENDO

A FINAL PLAT OF VIVIENDO SUBDIVISION

LOCATED IN A PORTION SECTION 23, TOWNSHIP 2 SOUTH, RANGE 5 EAST
OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA

NOTES:

LEGAL DESCRIPTION:

STATE OF ARIZONA
8S.
COUNTY OF MARICOPA)

KNOW ALL MEN BY THESE PRESENTS:

THAT K.HOVNANIAN AT VIVIENDO, LiliCs, AN, ARIZONA LIMITED LIABILTY COMPANY, AS OWNER, FAS
‘SUBDIVIDED UNDER THE NAME. OF’ SVIVIENCO" AS SHOWN AND SUBDIVIDED HEREON’ AND HEREBY
PUBLISHES THIS PLAT AS AND SETS FORTH THE LOCATION AND GIES THE DIMENSIONS OF THE
LOTS, STREET, TRACTS AND EASEMENTS CONSTITUTING SAME, AND THAT EACH LOT, TRACT AND
‘STREET SHALL GE KNOWN BY THE NUNGER, LETTER OR NAME GIVEN EACH RESPECTIVELY ON SAID
PLAT. K. HOVNANIAN AT VIVIENDO, LL.C., 2N’ ARIZONA LIMITED LIABILITY COMPANY, AS OWNER,
HEREBY” DEDICATES TO THE PUBLIC, FOR USE AS SUCH, THE STREETS AND EASEVENTS AS SHOWN
‘ON SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES.

ALL RIGHT OF WAY SHOWN IS DEDICATED TO THE CITY OF CHANDLER.

TRACTS A, 8,60, E,F, & G ARE NOT OEDICATED TO THE PUBLIC, EUT ARE PLATED AS COMMON
PROPERTY’ FOR THE USE AND ENJOYMENT OF HONEYSUCKLE TRAIL HOMEOWNERS’ ASSOCIATION AS.
MORE FULLY SET FORTH INTHE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS,

EASEMENTS. ARE DEDICATED TO THE CITY OF CHANOLER AS SHOWN ON THS PLAT.

AN EMERGENCY VEHICULAR ACCESS EASEMENT ACROSS THE PROPEPTY IS DEDICATED TO THE CITY
OF CHANDLER.

DRAINAGE & FLOOD CONTROL EASEMENTS ARE DEDICATED ACROSS TRACTS A, 8,0,F & G SHOWN
HEREON, AND ARE OEDICATED TO THE CITY OF CHANOLER.

EASEMENTS FOR THE INSTALLATION, OPERATION AND FURNSHING OF MAINTENANCE OF PUBLIC
UTILITY Unes. ano FACLITES. NGLUING THE RIGHT OF NGHESS ‘00 EGRESS FR THE OPERATION
Axo MANTEWANCE, OF sucH UTILITY LNES, AD FACILINES ARE. OECATED AS SHOWN ON THB
PLETLUTLITY PROVIDERS, SHALL: COMPLY WTH ANY’ APPLICABLE. CODES) REGULATIONS: AND
FRANCHISES OF THE CITY. OF. CHANDLER BEFORE ENTERING AN EASEMENT. AND. SHALL” ASSUME
FULL RESPONSBILITY FOR THE CONSTRUCTION, OPERATION, MAINTENANCE AND REPAIR OF THEI
UTILITY LINES AND FACILITES.

‘THE NAINTENANCE OF LANDSCAPING WITHN THE PUBLIC RIGHT-OF-WAY TO BACK OF CURB SHALL
BE THE RESPONSIBLITY OF THE HOMEOWNERS’ ASSOCIATION OR THE ABUTTING PROPERTY OWNER.

IN WITNESS WHEREOF, THAT K.HOVNANIAN AT VIVIENDO, LLC, AN ARIZONA LIMITED LIABILITY
COMPANY, AS HINER. HAS HEREUNDER CAUSED ITS NAVE TO BE SICVED AND THE SANE TO Be

ESTED BY THE SIGNATURE: OF [THEREINTO
DULY AUTHORED THs Y OF, 2024

(OWNER/AUTHORZED SIGNER

CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, FENCES AND
DRIVEWAYS,

2.NO. STRUCTURES OR VEGETATION OF ANY KINO THAT WOULD IMPEDE THE FLOW OF WATER
THROUGH THE EASEMENTS MAY GE CONSTRUCTED, PLANTED OR ALLOWED TO GROW WITHIN DRANAGE
EASEMEN

3. THIS PROPERTY IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS
FOR HONEYSUCKLE TRAIL HOMEOWNERS’ ASSOCIATION.

4, VIBLITY EASEMENTS RESTRICTIONS ANY OBJECT, WALL, STRUCTURE, MOUND OR LANDSCAPING
(WATURE) OVER 24"1N HEIGHT IS NOT ALLOWED WITHIN THE EASEMENT EXCEPT TREES TRIMMED TO
NOT LESS THAN SM ABOVE GROUND.TAEES SHALL. BE SPACED NOT LESS THAN B” APART

5, IN EASEMENTS FOR THE EXCLUSIVE USE OF WATER, SANTARY SEWER OR BOTH, ONLY GROUND
COVER AND BUSHES ARE ALLOWED TO BE PLANTED WTHIN THE EASEMENT AREA, NO TREES ARE.
ALLOWED,

6.ALL LOT MONUMENTS TO BE SET AT COMPLETION OF MASS GRADING,

T.ALL TRACTS THAT WILL NOT BE CONVEYED TO THE CITY OF CHANDLER AND ALL COMMON
PROPERTY SHALL BE IMPROVED IN ACCORDANCE WITH PLANS APPROVED BY THE CiTy OF CHANOLER
AND. SHALL BE CONVEYED BY WARRANTY (OR SPECIAL WARRANTY) DEED TO THE HOMEOWNERS’
ASSOCIATION, THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE WAINTENANCE OF THE
COMMON PROPERTY.

8. ALL TENPORARY DRAINAGE EASEMENTS LOCATED WITHIN THE BOUNDARIES OF THIS PLAT, ARE
HEREBY ABANDONED VIA THIS PLAT.

9. AREA NOTE: REFER TO SHEET 2 FOR ALL LOT, TRACT, R/W AND PLAT AREAS.

LEGEND;

SECTION MONUMENTATION = AS NOTED
SUBDIVISION CORNER - To BE SET

AFTER MASS GRADING ~ SET PER MAG
UNLESS NOTED OTHERWISE.
SUBDIVISION BOUNDARY
PARCEL /THACT/RIGHT
OF Way
CENTERLINE!
EASEMENT LINE,
ADJACENT R/W LINE

120-8,

ADJACENT PARCEL LINE
SECTION LINE

‘ACKNOWLEDGED SELF
EXECUTED THE FOREGONG NSTHUMENT FOR THE PURPOSES THEEN  CONTANED.

IN WITNESS WHEREOF, IHAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL

\CKNOWLEDGEMENT:
STATE OF ARIZONA le
dss,
COUNTY OF MARICOPA)
ON THI Day oF BEFORE ME, THE UNDERSIGNED, PERSONALY APPEARED , WHO

+20
TO"BE THE PERSON WHOSE-NAME IS SUBSCRIEED TO THE INSTRUMENT ¥ITHIN, AND’ WHO

AA BK EASEMENT LINE

PUE PUBLIC UTILITY EASEMENT
swt. EASEMENT

BK. & PG. BOOK & PAGE
SWE SIDEWALK EASENENT

RM RIGHT-OF-Way

NOTARY PUBLIC DATE \VNAE VEHICULAR NON-ACCESS EASEMENT
MY COMMISSION EXPIRES 120, cl CURVE NUMBER
(© STREET MONUMENT - BRASS CAP PER MAG
120-1 TYPE 8 - UNLESS OTHERWISE
NOTED. TO BE SET AT COMPLETION OF
CONSTRUCT ION
HOMEQWNERS' ASSOCIATION RATIFICATION:

BY THS RATIFICATION

ty wecrep
(OF THE VIVIENCO COMMUNITY ASSOCIATION ACKNOWLEDGES THE RES*ONSIBILITIES JDENTFIED HEREON

MARICOPA COUNTY RECORDS

MAG MARICOPA ASSOCIATION OF GOVERNMENTS

|. ASSESSOR’ S PARCEL NUMBER

SOtOnt ELF TOBE-THE PERSON WHOSE NAME IS SUBSCRIBED TO THE INS
EXECUTED THE FOREGOING INSTRUMENT FoR THE PURPOSES THEREIN CONTAINED,

IN WITNESS WHEREOF, IHAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL,

NOTARY PUBLIC
MY COMMISSION EXPIRES® 20,

SENATOR, DATE
\CKNOWLEDGEMENT:
STATE OF ARIZONA )
dss.
COUNTY OF MARICOPA
DAY OF +20__ BEFORE ME, THE LNDERSIGNED, PERSONALY A°PEARED , WHO

EASEMENT

WSE PUBLIC WATER/SEWER EASEMENT

FOUND BRASS CAP FLUSH

STRUMENT WITHIN, AND’ WHO

SVE SIGHT VISIBILITY EASEMENT

Os 30’ x30’
@ 4rea” WATER EASEMENT (PARALLEL)
(UNLESS NOTED OTHERWISE)

SIGHT VISIBILITY EASEMENT

@ 4x8" WATER EASMENT (PARALLEL).
(UNLESS NOTED OTHERWISE). IF
EASEMENTS STRADDLES LOT LINE,
EASEMENT IS CENTERED ON LOT LINE,

NOTE
LOT AND TRACT MONUMENTATION SHALL GE SET
AFTER MASS GRADING, AND SHALL BE SET VIA A
1/2" REBAR BY A REGISTERED LAND SURVEYOR.

THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 23,
TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA ANO SALT RIVER BASE ANO MERDIAN,
MARICOPA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 23,

THENCE SOUTH 00 DEGREES 47 MNUTES 15 SECONDS WEST, ALONG THE WEST LINE OF SAID
SECTION 23, A OISTANCE OF 1270.75 FEET:

THEN LEAVING SAID WESTERLY LINE SOUTH 89 DESGREES 12 MNUTES 45 SECONDS EAST, A
DISTANCE OF 65.00 FEET, TO THE POINT OF BEGINNING:

THENCE NORTH 00 DEGREES 47 MNUTES 15 SECONDS EAST, A DISTANCE OF 655.69 FEET TO
‘A POINT ON A CURVE WHOSE CENTER GEARS SOUTH 89 DEGREES 13 MINUTES 08 SECONDS
EAST A DISTANCE. OF 1,735.00 FEET:

THENCE NORTHEASTERLY ALONG SAID CURVE A DISTANCE 116,59 FEET AND A CENTRAL ANGLE
OF 03 DEGREES 51 MNUTES 01 SECONDS;

THENCE NORTH 04 DEGREES 37 MINUTES 53 SECONDS EAST, A DISTANCE OF 83.26 FEET:
‘THENCE SOUTH 85 DEGREES 24 MNUTES 24 SECONDS EAST, A DISTANCE OF 10,00 FEET:
THENCE NORTH 4 DEGREES, 87, MNUTES. 53 SECONDS EAST. A DISTANCE. OF 162.60 FEET TO
A-POINT ON A CURVE Wi ER BEARS NORTH 85 DEGREES 22 MNUTES O7 SECONDS
WEST A OBTANGE OF 875.00 FEET:

THENCE NORTHWESTERLY ALONG SAID CURVE A DISTANCE 124.23 FEET AND A CENTRAL
ANGLE OF 03 DEGREES 47 MINUTES 47 SECONDS:

THENCE. NORTH 45 DEGREES 01 MINUTES 01 SECONDS EAST, A DISTANCE OF 28.54 FEET:
THENCE, NORTH 89 DEGREES 30 MINUTES 16 SECONDS EAST, A DISTANCE OF 179.92 FEET:

THENCE NORTH 00 DEGREES 35 MNUTES 29 SECONDS WEST, A DISTANCE OF 10.00 FEET:

THENCE NORTH 89 DEGREES 30 MINUTES 16 SECONDS EAST, A DISTANCE OF 530.67 FEET:
THENCE, SOUTH 00 DEGREES 00 MINUTES 00 SECONOS EAST, A DISTANCE OF 655.06 FETs
THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONOS WEST, A DISTANCE OF 455.04 FETs
THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 56162 FEE
THENCE, NORTH 89 DEGREES 57 MINUTES 36 SECONDS WEST, A DISTANCE OF 307.75 FEET:

THENCE NORTH 44 DEGREES 35 MINUTES ‘1 SECONDS WEST, A DISTANCE OF 28.10 FEET, TO
THE POINT OF BEGINNING:

DEVELOPMENT SERVICE DIRECTOR CERTIFICATION.

TWS 1S To CERTIFY THAT IN MY OPINION ALL LOTS, PARCELS AND TRACTS
SHOWN ON THIS PLAT CONFORMS TO GOOD LAND PLANNING POLICIES AND
ARE SUITABLE FOR THE PURPOSE FOR WHCH THEY ARE PLATED.

COOPER [ROAD

VICINITY MAP

NTS

HOVIMA AT VIVENDO, LLG
8800_E, RAINTREE DRIVE, SUITE 300
SCOTTSDALE, ARIZONA 88256

CONTACTS CHUCK CHISHOLM
EWalLs CCHISHOLM&KHOV.COM
PHONE: (480) 824-4175

BERD
1OMAS ROAD, SUITE 200
S8GrrSbnLe Atwzona ebaat

CONTACTS MATTHEW. us MANCIM, PLE,
PHONEs (602) 334-4387
EWAlLe MATT@3ENGINEERING.COM
SURVEYOR:
THOMAS ROAD, SUITE 200
SEorTSbALE, Arizona eBzat
CONTACT! JM LOFTIS, RLS.
PHONE! (602) 334-4387
BENCHMARK:
BENCHMARK CITY OF CHA

INOLER BM CNCN_ 478

1320" EAST. OF. MCQUEEN RO_ANO '260" SO
STELD [0s WORTHING, 817877,505, EASTING.
Teatsta320)

132.50 NAVD ‘88

‘BASIS OF BEARING:

TRE O*SS OF Bevan Is THE WEST UNE OF SECTDN 2

BEARS SOUTH 00 DEGREES 47 MNUTES 15 SECONDS WEST (MEASURED)
AND. BEARS SOUTH SOUTH 00 DEGREES ai, TMNUTES 15 SECONDS WEST

{RECORDED PER Bk. T61 OF WAPS, PAGE §

FEMA NOTE:

THE CURRENT, FEMA FLOOD NSURANCE FATE ae (FFD FOR THS

AREA, MAP NUMBER O40T3C3102M, DATED NOVE

DESKNATES THE PROPERTY WITHIN FLOOD HAZARD ZONE % (DOTTED).

ZONE "%* (OOTTED) IS DEFINED BY THE FEDERAL EMERGENCY.
AGENCY ASI"AREAS OF 0.27 ANNUAL CHANCE FLOOO:

MANAGEMENT
AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS
THAN FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE:
DEVELOPMENT SERVICES DIRECTOR DATE, ‘AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
FLo00."
CITY ENGINEER CERTIFICATION:
THS IS TO CERTIFY THAT ALL ENGINEERING CONDITIONS AND REQUREWENTS INDEKOF SHEETS
OF THE CITY CODE HAVE BEEN COMPLIED WITH AND THAT THIS SUBDIVISION DESCRIPTION
|S LOCATED WITHIN AN AREA DESIGNATED AS HAVING AN ASSURED WATER
SUPPLY PURSUANT TO SECTION 45-576, ARIZONA REVISED STATUES. PTOF COVER SHEET
Pro KEY WAP _& TABLES
pros-o4 | FINAL PLAT SHEETS
Ory ENGNEER DATE
COUNCIL APPROVAL: SURVEY CERTIFICATION:

APPROVED BY THE COUNCEL OF THE CITY OF CHANDLER, ARIZONA THS:
DAY OF, +20.

iavor DATE
ATES
ay Clee DATE

TMS 'S TO CERTEY THAT THs PLAT 'S CORRECT. AND AOCURATE tO
THE MONUMENTS DESCRIBED HEREIN HAVE EITHER 6
[ocaTeD As DESCREED TO THE GEST OF UY" KNONLEDGE AND. GELEF.

JAMES A, LOFTIS
ecsTEreD LaNo SURVEYOR
NUMBER

S3to E. THOWAS foA0, SUTE 200
SCOTTSDALE, ARIZONA ‘85251

COUNTY RECORDER:

COVER SHEET . . = =
setae tie 3@engineering)| == |=

T.0.G. LOG NO. PLT24-0009,

APN 303-80-238
MERITAGE HOWES OF
ARIZONA INC.

ta

OCOTILLO_ROAD

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ALAMOSA. DRIVE

APN 303-47-293
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LEGEN
[SECTION MONUNENTATION ~ AS NOTED

oy Pani men A SUBDIVISION CORNER - TO BE SET AFTER
EA] A ARE ° :
vo] BH [Tom | BB [ASS MSS OFADING = SET FER WAG 120-8,
CO esTViSION BOUNDARY
S014] 0.12-| 40 | 5.290] 0.12
ee PARCEL/TRACT/RIGHT
4_[suse_[ 012 | «2 | 5,290] 0.12 a CENTERLINE
S| sets] 0.12 | as | 5.290 [on
6 5.014 0.12 | 44 54290 0.12 men EASEMENT LINE:
T [sor | 0.12 | 45] 5,290 | 0.12 <== ADUACENT RAW LINE
@ [5.200 [0.12 | 46 —s.290 | 0.12 SSIES AGE TT
Ey 5.213 o.12 [47 5.290 0.12 eu at CINE
To [4.922 [0.11 | ae] 5.288] 0.12 == SECTION LINE
v1 | ase ont | a9 | 5.992 | on14 —————— Be EL
12 5.152 0.12 | 50 8.266 0.19 *
13 | se152 | 0.12 | 1 | 6.298 [0.14 PUE PUBLIC UTILITY EASEMENT
ta [4.928 [0.11 | se] 5.264] 0.12
15 5.152 0.12 [53 54290 0.12 a ST
16 [5.152 [0.12 | 54 | 5.290 10:12] px. & po. BOOK & PACE
i | s:152 | 0.12 | s5_[ 5.290 [ on12
ie | 4.922] 0.11 | s6_[ 5.290 | 0.12 SWE SIDEWALK EASEMENT
13 | #922 [0.1 | st] 5.290 0-12
20 5.152 0.12 [58 5.290 0.12 = Ree
aif ets2 foie | se {| sr290 | one YNAE VEHICULAR NON-ACCESS EASEMENT
za [4.922 [0.11 | 60] 5.152] 0.12
2 [4.922 [om | 61] sora] 0.12 ct CURVE NUMGER
za_[ 5.182 | on12 | 62 | 5.014 | 0.12
25 _[ 5.152] 0.12 | 3 | 5.04 | 0.12 © STREET MONUMENT - BRASS CAP PER MAG
ze 4.922 [0.11 | «| 5.014] 0.12 120-1 TYPE 8 ~ UNLESS OTHERWISE
Fo NOTED. TO BE SET AT COMPLETION OF
26 5.152 0.12 | 66 5.152 0.42 CONSTRUCT
7a | s.ts2 [0.12 | er] 5.152] 0.12
M.CcRe MARICOPA COUNTY RECORDS
30 5.290 0.12 | 68 4,922 0.11 GOB SUNT: RECORD
si_[ 5.290 [ote [6s [4.922 [ott MAG MARICOPA ASSOCIATION OF GOVERNMENTS
32_[ 5.290 | 0.12 | to | «922 [0.11
33 [5.290 [012 | 11 | 5.014 | 0.12 AcP.Ne ASSESSOR'S PARCEL NUMBER
AREA TABLE. 3a_[ 5.290 [0.12 | 12] 5.014] 0.12
LOT AREA] 9.084 AC 35, 54290 0.12 | 73 5.014 0.12 ESMT. EASEMENT
fTRacT anal —6.248_ac 36_| 5.290 | 0.12 | ra | 5.014 | 0.12
R/W AREA [0-073 AC 37 5.290 0.12 [75 5,014 0.12 MSE (PUBLIC: WATER/SENER; EASEMENT,
fOTAL AREAL 15.405 AC 3e_| 5.290 [0-12 | re | i152] 0-12 Bre Slane Vistarcny exaece
@E_ 80'x30" SHOHT VISHBILITY EASEMENT
TRACT AREA AND USAGE TABLE
Tat | CeSOPTION OF USE @ _—_4¢x4_WATER EASEMENT PARALLEL)
a UNLESS NOTED OTHERWISE)
n 0.236 AC_| OPEN SPACE, LANOSCAPE, DRAINAGE, PUE, SWE
8 2,365 AC_| OPEN SPACE, LANOSCAPE, ORAINAGE, PUE, SWE © x waren easwenT ‘PARALLEL.
[0.15 46 [oP SPACE LANOSCAPE, RANAGE, PU, SHE naSE Warten OMEN
o 0.849 AC_| OPEN SPACE, LANOSCAPE, ORAINAGE, PUE, SWE EASEMENT 1S CENTERED ON LOT LINE,
E (0.037 _AC_| OPEN SPACE, LANOSCAPE, PUE, SWE
F (0.181 AC_[ OPEN SPACE, LANOSCAPE, DRAINAGE, PUE, SWE Tor aig TREY TOMMENTVTON UL GE SET
5 2.325 AC | PRIVATE ACCESS WAY OVER WHICH I5 HEREBY DEDICATED AFTER MASS GRADING, AND SHALL BE SET VIA A
‘TO. THE PUBL IC. AN EASEMENT FOR UTILITIES. DRAINAGE. SOT REA BY Anes iow caey LAN EDRVENEA
REFUSE COLLECTION. EMERGENCY “AND SERVICE TYPE .
VEMICLES, SEWER EASEMENT. WATER EASEVENT
Tora | 6248 AC
CUR
wo, RADIUS ARE oRD.
1 1735. 116, 33] 6.57
2 1875. Tea 2310 a-eT
EI 1800. 180,571 0% 55.
a 1800. i oO
= a 0:
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7 a 0:
@ 21.0 89-0 :
5 $2.50 [13 1 3
o 21-01 85-10 80.
H a 86 10 ae
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- — — - COUNTY RECORDER:

KEY MAP & TABLES
FINAL PLAT
FOR
VIVIENDO

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T.0.G. LOG NO. PLT24-0009,

1 7
I LEGENt
_— yr con, set 23, -- —— --— _ _ _ SECTION wONUMENTATION ~ AS NOTED
Mocettr of apzsee CENTERLINE OF Eu Fos NY con see. 2
ite glazed ‘ranssston Une DTH Bo outta’ A ass! gnanine "Ser pen wae f20-80
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__ wer = NBG'S9'43°E 2652.9 _ frac] ‘SUBDIVISION BOUNDARY
SS6STOTE 30.78 CENTERLINE a 7990.33 ae SELES PARCEL/TRACT/RIGHT
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EX R/W PER I | 1g Br sr 838) S| ie a + 3I » yo. VNAE VEHICULAR NON-ACCESS EASEMENT
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a Gi ele =] @|2e 32.08 S| ve | cewR Family
32 scum SE ! 8 nao 00's BE) “revocdace © STREET WoNLMENT ~ BRASS CAP PER MAC
bozo + L__exsy [| eB as BDH eee th ae oF BON ST 46-00" Ha 46.00 = 715.00 Pe TRUST even
zesss [ROADWAY PER eKAR) [e508 BEE 57.03 T = 120-1 TYPE B = UNLESS OTHERWISE
SP285 MOT Fe ch igs YELLOWSTONE PLACE 3s bs al Sl NOTED, To BE SEM AT COWLETION oF
: i bi - oe ONSTRUCT ON
s= $28 TRACT" TSTOTOOE ASSOd- 3 58 ee ~
eee oe It “| eee - MeCaRs MARICOPA COUNTY RECOROS
— I beh "2600 00 OOP 600 00H Ht T1500" 7
L Nom - al al al //’ —_ MAG MARICOPA ASSOCIATION OF GOVERNMENTS
L Pe EI 3
ip RI SHE cI Ee 3 87 3 AcPeNe ASSESSOR'S PARCEL NUMBER
alr Spe. se 3 Bs 3B 38 aie 3g 3 ee SVT. EASEMENT
3 | [J Bier gx cscs] Bees gle cs Bia 63 Big 62 gs 61 g| i
2 a4 KBs" BE Sse es 6 as g8 Be Bs E 2 ' WSE PUBLIC WATER/SEWER EASEMENT
8 By EI FE ET E E E E 56 3
’ 3 BL ewe emue F 3 woousore i! SVE SIGHT VISIBILITY EASEMENT
z Pa E z 2 1
3 ! L iM seco | lecoo. co | eos i 11500 a SVE 30°x30" SIGHT VISIBILITY EASEMENT
g E ; sgo7 | seoy sf | a oO
—____; | 2 Fy wae 8) ighel neo od G0" 82.00 ROA EEG H 55 a8 q. © 4x” WATER EASEMENT PARALLEL)
7} Be L| Ss CUNLESS NOTED OTHERWISE)
i 3 Sr an Ng0'00'00"E, Vee
iB ig so tel Sh Te0 be 4/x0" WATER EASVENT (PARALLEL).
. z'19 4 se9n9 9 a 8 a ae © ‘eect Nove ‘otenwise)- iF
et Fa iS ro e| 8 3 <2 EASEMENTS. STRADDLES LOT LINE,
° Elio! LI Z| x 3 54 ge sé
os Blige a '590°00'00"W ia 3 68 | 3 i} 2 3 ae EASEMENT 1S CENTERED ON LOT LINE.
3 vl] Zz 712.00 Ss] fe a. . | Ng000'00"E za
38 3|/ # B 55 is] & | & Na000'09"E ie |___oo0'00"e 230.00 nscecare, | | 115.00 i {s Lot AND TRACT WONUMENTATION SHALL BE SET
ss | 5 a Il Ole AN 10700 pe |S [EO Th IeOO aC | Oe] | le hey a} jt | Re AFTER WASS GRADING, AND SHALL 3E SET VIA A
w= g ‘3 BZ gy ae pem | a EE | ELE fei 53 q 1 172" REBAR BY A REGISTERED LAND SURVEYOR.
g ' = Tora — ae S| fel ge, as s | )8 LL nsoocrore | Be
iq al eam iS he ¥ ef 2 4 F 4 Ett 715.00" [Pio Micke’
} 14 S| 85 [woot PE Be 3a 88 38 8 te | I fe) A
3 e| phe j2 Bem se 72 sg 73 3g 74 Be Ei 3 52 SI
\ Z| 107.90 Bt Be 10 ge BF ai BF Be g
" i Lamar TE TS | gl a F * q 3 | seoue's7'e |
Sti %. |? = ey a7
ss4 15 BI” | was Q Q Ba \
fo.8 iW 36,00 Yb 46.007 46,00" 5 15.00 5 .
<TRE 2 s90;00'00"W Iq Ps 386.04" a \\ -
nos 5, 1200" - a LION WAY _neooo0"e Le
5 oo ae ve e
3 : 155.08 34,
" ie i TRACT"G oe NL
3k Ig] x 62.191 i TEBE SS
S i. 8 en) SO EO TO
B | de s900000'w r “
eo = egg § T1200 Ss >
Suse ast “hb L | bal oY 50 38
wows 6 | zs B 7 RI ail a” a ul SES COUNTY RECORDER:
Steg3 1 | [Baur 25 | i Ee: ee ee Ry 388
nese of Pag, Bes! | eg iF Is 45 Bis 46 Bis 47 BI8 aa Ble 49 Aa PR ase
ooes wa tion $23. ul Tor HF Be 3 ES BE qc "83
52 #2 8 i E Ei E E 4 zs
= Hy abga 38 yy 18 Q <
= 4 <® ole Z Ie]
8 SF to720. i ws
Es ser vernenan w/
T 46.00" 46.00" 46.00" 48.00’ 69.29" 117.75" on eet
STOO OOW] TESOT
MATCHLINE - SEE SHEET PT04 xa. v2 APH apa N
REBAR, 01 om, APH 303-47-025 wesaroes . | sostheasy apn so347-029
no ase aLver eevee Be | 95 OF sostir-o28 | WANAT MICHAEL
CaP RLS. JASON/JENNIFER RAW WARY HELEN sews MOELLER =
Sos ARY HELEN | ons KEELIE wicnelve
A FINAL PLAT 3@e! it ee;ri 1G a
FOR noewomaw |[—_eneaear |
VIVIENDO same ShitenginasTne Tae ToS
== 304

T.0.G. LOG NO. PLT24-0009,

© R/W PER

MATCHLINE - SEE SHEET PT03

KT, 207-07 S8823"|
Mor.

ex 33"

ROADWAY PER BG
2,PC.60

2

3x

Macre

E
ROADWAY PER BK.
C

APN 303-46-671,
FAMILY BIBLE CHU

NOO'47'1S"= 2645.02"

= aL
] TD himacre Sy BB So se = ADUACENT RAW LINE
; ¥ fp. ver
| | “ a 3 40 a z APn 303-47-025 ADJACENT PARCEL LINE
3 E 4 waiver
| sk 5 ES 4 sasoHetuiren ——— sesria cin
3 » ~eseet a= - ek, EASEvENT Line
F| 3 8 39 q
i | E | Biel FE SMT. EASEMENT
$5 ba wo) N90°00'00"E_ APN 303-47-024
EX, RW | L I i + 115.00 RASHEED RIZWAN BK. & PG. BOOK & PAGE
ree. Sf T1200" gp a 3 SHE SIDEWALK EASEMEN
pits ae | Lb | Bi 38 3 IDEAL EASEMENT
I | BB 24 3 Fi Ee R/W RIGHT-OF-WAY
La bl "| N90°00'00"E_
\ | 2 —| | T 115.00" VNAE VEHICULAR NON-ACCESS EASEMENT
b se ora —} | A /
| 852 3 4 ie 37 E — ct CURVE NUMBER
ago 2 22 | Is) | i
1 gl es wh | sean | 115.00" 120-1 TYPE 8 ~ UNLESS OTHERWISE
1 8) B88. oro Lae A \ NOTED. TO BE SET-AT COMPLETION OF
“|| bsss Sh IB ie x8 36 | . ‘CONSTRUCTION
a} gf) 83% se | as Bg is sh | Cusco ‘Ture
2 % 38 8 '8 a ‘oot M.CaRs MARICOPA COUNTY RECORDS
| < Fa E i 3 N90'00'00"E FAVILA/MONT OYA
3 O 3 Sb | 0700" {4 - aa by PAOLA RAMIREZ
gz at - SSTOTOOW T1200 | ale | MAG MARICOPA ASSOCIATION OF GOVERNMENTS
ts x wu! F)
a | 3b a | Y S| 35 - A.P.Ne ASSESSOR'S PARCEL NUMBER
2 Sle gs &, © “Te
o eB a i ale < NN90°00'00"E 3 | ESMT. EASEMENT
is) £ 4 00 2 115.00 B apn 3053-47-02
S| | & B 112.00 } 6/& 5, ale Teasers. 4 i| | WSE PUBLIC WATENVSEWER EASEMENT
I z She bl Zz |S 34 BB wicaer/TERESA GW
| se 25 al” i E ge SVE SIGHT VISIBILITY EASEMENT
=F aur BS! N90°00'00%E Re |
. 4 {| re cored be SE 30°30" SIOHT VISIBILITY eASEWENT
5 TOTES aed J =H ox
| a. A g 33 E) AS in @ __4’x4"_ WATER EASEMENT (PARALLEL)
H x 26 g Is| | Pe |;2 (UNLESS NOTED OTHERWISE)
& | soo" APH 303-47-021 = fe
Es ssovocow | To Ehulscn Fy a © x0" warER eAswenT. (PARALLEL.
13a 07.00 | wf ER ersTaAcr 2 (UNLESS NOTED OTHERWISE). IF
| 353] L 8) 32 3] al EASEMENTS STRADDLES LOT LINE,
| at | le go —~YSS SS EASEMENT 15, CENTERED ON LOT LINE.
hi |__ns0vo%00"e |
aa soro0 ig | fy 115.00 Lot ano TRACT WOMMENTATION SHALL BE SET
[sami rg ih 7 of rn ascar-o20 | AFTER WASS GRADING, AND SHALL BESET VIA A
Bg oro, onin.enin, Og Ei S| gee eeu? I 1/2" REBAR BY A REGISTERED LAND SURVEYOR.
Gg PER BK. 746, PG. 14 MCR, 9] TRUST
(ABANDONED PER THIS Fi N90°00'00"E_
pL fit spoucaow /\ 11) ry
5 ial t
i) i “Bi ar. en! a 3|
i | 3 29 ig | ji |
z 112,00, i i
oo
ry 2 Ta]
serve Bled Sy, ig
Satay B83, 2, i
CAP RLS. Bir,
Sos 2 eed) 9s
—SWe
34.50]
TSIEN Sor
a Vi
ssaer  ALAMOSADRIVE sis _
233s SOSTIE STAT p0.crTy
NX BES car uae" si cry oF | SCALE: 1" 40" COUNTY RECORDER:
= Batiste Hos ee 8 _ nase GaP —
is ‘BRASS CAP of 20" 40" 80"
2 APN 303-91-100
COMMUNITY ASSOCIATION OF
wo PLAT SHEET . . a 5287
‘SEC, 23 FND ce
Suet ARISE FLAT 3@e! IQiINE SING) ===
Slancten es
° —
ste FOR sanaee Sieareoa amas PTs
VIVIENDO. Geo JL 4of4

LEGEN

[SECTION MONUNENTATION ~ AS NOTED

‘A, SUBDIVISION CORNER - TO BE SET AFTER
MASS GRADING - SET PER MAG 120-8,
UNLESS NOTED OTHERWISE

SUBDIVISION BOUNDARY

PARCEL/TRACT/RIIGHT

OF WAY LINE

-——— CENTERLINE

AA EASEMENT LINE

T.0.G. LOG NO. PLT24-0009,