Extracted text (via ocr_local)
12320 characters
A PORTION OF THE EAST HALF AND THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 1 SOUTH,
LOTUS PROJECT
A FINAL PLAT OF
RANGE 4 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA.
DEDICATION
STATE OF ARIZONA)
dss.
(COUNTY OF MARICOPA)
KNOW ALL MEN BY THESE PRESENTS:
THAT ML LOTUS PROMECT OWNER LLC, A. DELAWARE LIMITED LIABILITY COMPANY, AS OWNER, OOES
HEREBY PUBUSH THIS FINAL PLAT FOR “LOTUS PROJECT", LOCATED IN A PORTION OF THE EAST
HALF AND THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 1 SOUTH, RANGE 4 EAST OF THE
GLA AND. SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, AND. HEREBY DEGLARES
TWAT THIS PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS’ OF EACH OF THE STREETS,
LOTS ANO EASEMENTS CONSITUTING SAME, AND THAT EACH OF THE STREETS. LOTS AND EASEMENTS
MBER. OR LETTER GMEN TOIT RESPECTIRLY, THE MANTENANCE
'Y-70 BACK OF CUR. SHALL BET
RESPONGIILITY OF THE HOMEOWNERS. ASSOCIATION OR ABUTTING PROPERTY. OWNER
THIS PLAT HEREBY OEDICATES A BLANKET EMERGENCY VEHICULAR ACCESS EASEMENT OVER LOTS 1
TWROUGH 7 TO THE CITY OF CHANDLER,
EASEMENTS ARE DEDICATED TO THE CITY OF CHANDLER AS SHOWN ON THIS PLAT.
IN WINESS WHEREOF:
W, LOTUS PROLECT OWNER LLC, A DELAWARE UMITED UAGIUTY COMPANY. AS OWNER HAS HERETO
,
CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF Th
UNDERSIGNED OFFICER THIS ~~ DAY OF
WL LOTUS PROJECT OWNER LLC, A DELAWARE LIMITED LIABIUTY COMPANY
ay: __ —
Ts: - a
ACKNOWLEDGEMENT
STATE OF ARIZONA)
js.
COUNTY OF MARICOPA)
oN THs oxy __ oF 20 BEFORE WE. THE UNDERSIGNED, PERSONALLY
APPEARED WHO ACKNOWEDGED ‘SELF
NAME TS ‘SUBSCRBED TOE NSTRINENY ‘wiih, AND WHO EXECUTED THE FORECONG INSTROMENT
FOR THE PURPOSES THEREIN CONTAINED.
IN WITNESS WHEREOF, | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTARY Pose xe
MY COMMMSSION EXPIRES: 20,
FLOOD ZONE
[ACCORDING TO THE FLOOD INSURANCE RATE MAP 4O40T3C2715 L, DATED OCTOBER 16,
2013, THIS PROPERTY 1S LOCATED IN FL
i ft
SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
LEGEND
FOUND CAP IN HANOHOLE AS NOTED
@ FOUND CAP FLUSH AS NOTED
(© FOUND 1/2” REBAR AS NOTED
© SET 1/2" REBAR W/CAP LS 960597
PG. 800K & PACE
10C, DOCUMENT NUMBER
KT. DOCKET NUMBER
APN. ASSESSOR PARCEL NUMBER
R/W RIGHT OF WAY
MCR. MARICOPA COUNTY RECORDS
BOUNDARY UNE
‘SECTION UNE.
CENTER TNE
EASEMENT ONE ~~~
TORR BORAT The —
PARENT LEGAL DESCRIPTION
‘A PARCEL LOCATED IN THE SOUTH HALF OF SECTION 33, TOWNSHIP 1 SOUTH, RANGE 4 EAST, OF THE GLA AND SALT RIVER
BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, BENG MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGNNING AT A FOUND 2" IRON PIPE AT THE CENTER OF SAID SECTION 33, FROM WHICH A FOUND CITY OF CHANDLER BRASS
CAP AT. THE EAST QUARTER CORNER OF SAID SECTION 33 BEARS NORTH 89 DEGREES 58 MINUTES 46 SECONDS FAST, A
DISTANCE’ OF 2677.28 FEET,
THENCE NORTH 89 DEGREES 58 MINUTES 46 SECONDS EAST, ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID
'CTION 33, A DISTANCE OF 878.61 FEET TO THE PONT OF CURVE OF A NON TANGENT CURVE. TO THE RIGHT, OF WHICH THE
RADUS Pow ues SOUT G4 OecReES Go UNUTES 52° SECONDS EAST, A'RADAL DISTANCE OF 5471.04 FEET ARO HAY A
CHORD’ BEARING "7 DEGREES. 04
NUTS 22 SECONDS EAST. 31 78 FEET,
THENCE NORTHEASTERLY ALONG THE ARC, DEPARTING THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 33,
THROUGH A CENTRAL ANGLE OF 02 OEGREES 10 MINUTES 28 SECONDS, A DISTANCE OF 131.74 FEET TO THE POINT OF CURVE
Of-A NON TANGENT CURVE TO. THE LEFT, OF WHICH THE RADIUS PONT LIES NORTH 61 DEGREES 50 MINUTES 8 SECONDS.
WEST, A'RADIAL DISTANCE OF 20.00 FEET;
THENCE NORTIERLY LONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE, OF 82 DEGREES 13 MINUTES 8 SECONDS,
A'DISTANCE OF 3220 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF FRYE ROAD AS PER BOOK 176 OF MAPS, PAGE &;
THENCE SOUTH 64 DEGREES 05 MINUTES 15 SECONDS EAST, ON SAID SOUTHERLY RIGHT OF WAY, A DISTANCE OF 100.08
FEET TO THE POINT OF CURVE OF A NON TANGENT CURVE TO THE LEFT, OF WHICH THE RADIUS PONT LIES SOUTH 25
DEGREES 54 MINUTES 55 SECONDS WEST, A RADIAL DISTANCE OF 20.00'FEE'
THENCE NESTERLY, ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 87 OEOREES 41 MINUTES 47 SECONDS.
AIDISTANCE OF 30.61 FEET TO THE POINT OF CURVE OF A NON TANGENT CURVE TO TME LEFT, OF WHICH THE RADIUS PONT
eS 'SO0tH G1 DEGREES 46 MINUTES St SECONDS EAST, A RADIAL DISTANGE OF 4104 FEET;
TNENGE SOUTHVESTERLY ALONG THE ARC. OF SAD CURVE. THROUGH A CENTRAL ANGLE OF OL DEGREES 44 wIUTES. 53
‘DISTANCE OF 108,07 FEET TO THE PONT OF CURVE OF NON TANGENT CURVE TO THE LEFT, OF WHICH THE
ADUS PONT UES SOUTH 69 DEGREES ST MINUTES 19: SECONDS EAST, "A RADIAL DISTANCE OF 3y¢i.O4 FEST:
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00 DEGREES 33 MINUTES 42
VETO. THE RIGHT, OF WICH THE RAQUS PONT LES NONTH 64 DEGREES OS MINUTES 15 SECONDS WEST,
‘CUR
RADAL DISTANCE OF 918,00 FEET
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, ON THE EASTERLY UNE OF SAID PARCEL DESCRIBED IN DOCUMENT
NO, 1967~215330, THROUGH A CENTRAL ANGLE OF 13 DEGREES 24 MINUTES 19 SECONDS, A O'STANGCE OF 214.78 FEET TO
SHE SOUTHERLY LINE OF A PARCEL DESCRIBED IN DOCUMENT NO. 1987-05721, RECORDS OF MARICOPA COUNTY;
THENCE SOUTH 50 DEGREES 13 MINUTES 00 SECONDS EAST, ON THE SOUTHERLY UNE OF SAID PARCEL DESCRIBED IN
DOCUMENT NO. 1987059721, A' DISTANCE OF 257-88 FEET TO THE WESTERLY RIGHT OF WAY OF GILA DRAIN AS RECORDED IN
DOCKET 13491, PAGE 635, RECORDS OF MARICOPA COUNTY;
THENCE SOUTH 39 DEGREES 36 MINUTES 24 SECONDS WEST, ON THE WESTERLY RIGHT OF WAY OF SAID GLA DRAIN, A
DISTANCE OF 1,287.98 FEET TO THE NORTHERLY LINE OF A PARCEL DESCRIBED IN DOCUMENT NO. 190%--0573085, RECORDS
(OF MARICOPA COUNTY:
THENCE NORTH 77 DEGREES 49 MINUTES 13 SECONDS WEST, ON THE NORTHERLY LINE OF SAID PARCEL DESCRIBED IN
DOCUMENT NO. 19010573086, A DISTANCE OF 192.05 FEET TO THE NORTHERLY LINE OF A PARCEL DESCRIBED IN DOCUMENT
NO. 2004-16475, RECORDS OF MARICOPA COUNTY:
THENCE NORTH 75 DEGREES 09 MINUTES 34 SECONDS WEST, ON THE NORTHERLY LINE OF SAID PARCEL DESCRIBED IN
DOCUMENT 2004-16475, A DISTANCE OF 1,033.52 FEET;
THENCE NORTH 75 DEGREES 05 MINUTES 14 SECONDS WEST, ON THE NORTHERLY LINE OF SAID PARCEL DESCRIBED IN
DOCUMENT 200416475, A DISTANCE OF 325.55 FEET TO THE EASTERLY LNE OF A PARCEL DESCRIBED IN DOCUMENT NO,
2002 1391180, RECORDS OF MARICOPA COUNTY:
THENCE NORTH 00 DEGREES 05 MINUTES 32 SECONDS WEST, ON THE EASTERLY UNE OF SAID PARCEL DESCRIBED IN
DOCUMENT NO. 20021391180, A DISTANCE OF 196.60 FEET’ TO THE CASTERLY LINE OF A PARCEL DESCRIBED IN DOCUMENT
NO. 1985~#10620, RECORDS GF MARICOPA COUNTY:
THENCE NORTH 23 DEGREES 51 MINUTES 32 SECONDS EAST, ON THE EASTERLY UNE OF SAID PARCEL DESCRIBED IN
BOCUNENT NO. 1985-10620, A'DISTANGE OF 870.80 FEET TO'THE NORTH UNE OF THE SOUTHWEST QUARTER OF SAD
N
THENCE NORTH 89 DEGREES 58 MINUTES 29 SECONDS EAST, ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID
SECTION '33, DISTANCE OF 951.71 FEET TO THE CENTER OF SAID SECTION 33 AND THE’ POINT OF BEGINNING.
NOTES
TeGENSTRUCTN WTHN UTUTY EASEMENTS SHALL BE UMITED TO UTLTS, FENCES AND
2. NO STRUCTURES OR VEGETATION OF ANY KIND THAT WOULD IMPEDE_THE FLOW OF WA’
TER
THROUGH THE EASEMENTS MAY BE CONSTRUCTED, PLANTED OR ALLONED TO GROW MTN. ORANAGE
3. IN EASEMENTS FOR THE EXCLUSIVE USE OF WATER, SANITARY SEVER OR GOTH, ONLY GROUND
‘GovER AND BUSHES ARE ALLOWED TO BE PLANTED WITHIN’ THE EASEMENT AREA. NO TREES. ARE
AREA
LOT AREA TABLE
oT [en (| HEA
1 | see | ang TIS RAE
2 _{ sane | ase VICINITY MAP
3 | sssee | 5 aE
«| was | 5
5 | see | amt
«| sous | 0
7 [x [3m
fom [aszsos | ssz0
OWNER SURVEYOR
WL LOTUS PROVECT OWNER LLC
2858 WEST ROYAL PALM ROAD SUITE J
PHOENIX, ARIZONA 8502
ci:
BASIS OF BEARING
SURVEY INNOVATION GROUP, INe.
2202s wi OTN STREET, SUEY
PHOENIX
contac "SARED HANSMANN, RLS
2
SRREDHESIOSURVEYAZ.COM
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 33 AS SHOWN IN BOOK 673,
MARICOPA COUNTY RECORDS. SAID LINE BEARS SOUTH 00 DEGREES 07
28
MINUTES 47” SECONDS WEST.
APPROVALS
‘TWlS IS TO CERTIFY THAT ALL ENGINEERING CONDITIONS AND REQUIREMENTS OF THE
CITY CODE HAVE BEEN COUPLED WITH AND THAT THIS SUBDIVISION IS, LOCATED WITHIN
"AREA DESIGNATED AS HAVING AN ASSURED WATER SUPPLY PURSUANT TO SECTION
45-576, ARIZONA REVISED STATUES.
CY ENGNEER DATE
TAS IS TO CERTIEY THAT IN MY OPINION ALL LOTS, PARCELS AND TRACTS SHOWN ON
PLAT co
PURPOSE FOR HHICH THEY AR PLATED,
INFORMS TO GOOD LAND PLANNING POLICIES AND ARE SUITABLE FOR THE
‘TRANSPORTATION & DEVELOPMENT DIRECTOR “pare
CERTIFICATION
‘Ws IS TO CERTIFY THAT THIS PLAT (S CORRECT AND ACCURATE AND THE MONUMENTS
QESCHED HEREIN HAVE EITHER BEEN SET-OR LOGATED AS DESCHIBED TO THE BEST OF
(NOWLEDGE AND BELIE
JARED HANSMANN, RLS $0697
22425 No 16TH STREET, SUITE 1
BHO, ARZONA 85026
PHONE: 480"022~
SAREDHOSIOSURVEYAE.COM
PLT20-0030
22425 N, 16th ST., SUITE 1
PHOENIX, ARIZONA 85024
PHONE (480) 922-0780
FAX (480) 922-0781
‘WWW. SIGSURVEYAZ.COM
SIG
SURVEY INNOVATION
GROUP, INC
Land Surveying Services
LOTUS PROJECT
FINAL PLAT
CHANDLER, ARIZONA
REVSIONS:
a
A
DRAWING NAME:
PLAT
jJOB NO. 2017-197
JORAWN: TS
CHECKED: JPH
DATE: 10/09/2020
SCALE: NTS.
SHEET. 1 OF 2
FOUND 1 1/2" oN FOUND wAsicoPA couNTY FOUND STONE W HANOHOLE
Oates) CORNER ergy se Sse
=e ua NORTH QUARTER CORNER’ NON 33, TIS, RAE
SeenON 35, 715. AE enon 98, 115. ME ‘HANDLER BLVD. a
a — —asrarw Bone a ~ = a $882859"w 2700.31 .
7
| + ; |
5 oo — —— 1 z
iz L —_ — ~ ~ ~ einen 7 ~~ 7 ~ 1 Fa
lw - — _——-T—-- -- rf -- --—__ 2
3 Le oa _—- T i} 1 Lot 32 I ~~ 2
H aT oo Smee 1 lor 3¢ i \ 2K. 176, PC. 8 1 Lor 31 \ . 3
3 _ 8. 178. 06. 8 BK. 176, PG. 8 1x. 595, Po. & I 8K. 176, PC. 8 ~ 3
a - e- sm 30166-0657 "a sor-se-ovie tap. 30 ' 5 1 ped as a Lie " Jon sor-s6-on1n | sen: 301-80-080! loam =
‘CPRT 5 LLC N: |= Be 084 a pall Ee pe Pi FRYE ROAD FRYE ROAD TRACT E Pc
- - — TRACT F, BK. 176, PG. 8 Bere a dg A ‘SAFETY LE CORP PARTNERS LLC PARTNERS LLC 8k. 176, Pc. 8 BX 176 FO. 82
- NOT A PART NOT A PART wor A Pant NOT A PART NOT A PART oe
— | APN: 301-¢
- ' 1 1
mer oF
1677.85 ~~
FOUND ony oF chanout _ _
WEST cunarER CORNER sone sor-ee-sst_ =i un af ELECTRIC EASEMENT V/ Pegs
WEST ConerER com a6 ac Faas aaa = ; ir
EST QUARTER, CORD 1 auadastar i a Leovmie EnSeueit 30" OAS EASENENT e EECTIG EASEMENT Mi APN: 301~86-008R ——_eqgy MASS CAP FLUSH
J 1 ERC Tronics anc 1 UCR DOS: 0O0-STEZTA UG ae: 355. "p6. 517 1 ' MCR DOC.” 2000-37827 i one oe oF ‘SECTION 33, T15, RAE
f H (oeTeRUNeD FRow AS UNE” MARKERS) | 1 7 |
0! CAS EASEMEN 60° VENQULAR INGRESS AND EOREES
_ | 1s: menessscness tS AMEN pr Sic Seco,” 7
Bae ter 0 EN sore) (OETERUINED FROM ‘GAS LINE MARKERS) | LAS |
P83 | | ' “y te! WATERUNE ASNT J |
1 2895 i vad oR DOC. 2018-0409825 Lf
we 1 | ss Ji
301-86-5: # | 2! ML oy |
Avant BRoeRTEs we 5 5
a 2 5
Lor 2 3 ors BI Lor4 ’ J
~N / |
j és. tet waterune exsevent_ 7 ,
| _ ~ Mex'OGE" 200 400028 \/7 / |
ross iio Pagrenes uc
~~, gk
| FEE
So]
_ NBg8'36"E 292.37 i $B
\g wi ce Seat ne _ _vaosez0"e sonar ____Nao'se'29"e 453.17 _ go'se'20"E 423.17 ___nsossaete 43678 ag
® nO GaN A Uke Seas TE 1 E — |
8
8 22° SEWER EASEMENT |
5 | MCR DOC. 2018~¢ ay
i Ie
3 j
on Lor7 5
Say 4 |
a NOPE Stes 5
ae i sere |
al
! LOTUS PROJECT |
4 INE. TAE Z
i A FINAL PLAT OF Tne TARE CURVE TALE
| TRE] omecton [uenora| [ume] aLTA | Rapus [leno] vono |
i A PORTION OF THE EAST HALF AND Ur | seeusste [0008] [ot | rioze" [ser.oe | 13.76 [waroea7'e 13178
| THE SOUTHWEST QUARTER OF @ [sassveew] ase | [ce [sersser| 2000 | 32.20 | mi7s7srw 250s |
: SECTION 33, TOWNSHIP 1 SOUTH, © _[eravar | 2000" | sor | sraosoatw 277"
RANGE 4 EAST OF THE GILA AND aes" [sas.c0 | 10007 | saravoara ioaor ;
SALT RIVER BASE AND MERIDIAN, waver [senior | saae | szovzisw s34e |
| MARICOPA COUNTY, ARIZONA. [isaeve" | era00' 21076" | ssese'sew 21425 |
FOUND CITY oF cHanOLER
PASS GAP HAND. HOLE FOUND BRASS CAP FLUE
‘SOUTHEAST. CORNER
SECTON'33, TIS, RAE
. . Nep'se'os'e 2654.60', . . : : —_— _N895727°E 2es488 . . oe
recosRoan\\ Foux9 wears unre
cP
SOUTH. QUARTER” CORNER
e
SEeTON 33. 718, Rl PLT20-0030
‘PHONE (480) 922-0780
FAX (480) 922-0781
WWW.SIGSURVEYAZ.COM
22425 N. 16th ST., SUITE 1
PHOENIX, ARIZONA 85024
SURVEY INNOVATION
GROUP, INC
Land Surveying Services
LOTUS PROJECT
FINAL PLAT
CHANDLER, ARIZONA
REVISIONS:
DRAWING. NAME:
Lar
JOB NO. 2017-197,