Extracted text (via pymupdf_layout)
7635 characters
N89,50'00'E
70.05'
LEGAL DESCRIPTION LEGEND
A PARCEL OF LAND LOCATED IN SECTION 3 TOWNSHIP 4 NORTH, RANGE 1 WEST, PROPERTY LINE y
OF THE GSA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE EMSTINO RIGHT OF WAY LINE NE COR SEC 3 "P- SE COR SEC 34
PARTICULARLY DESCRIBED AS; END 1/2" REBAR END GLO BRASS CAP
RIGHT OF WAY LINE NO TAG 'se
COMMENCING AT THE EAST QUARTER CORNER OF SECTION 3; FOUND AS INDICATED
POINT OF COMMENCEMENT
THENCE SOUTH 89'20'43" WEST, A DISTANCE OF 65.00 FEET TO A POINT POINT OF BEGINNING
PARALLEL WITH AND 65.00 FEET WEST OF THE EAST SECTION LINE OF SAID A
SECTION 3 AND THE TRUE POINT OF BEGINNING;
THENCE SOUTH 00'39'17 ° EAST ALONG SAID PARALLEL LINE A DISTANCE OF I" IRON PIPE 1e7114 CAP
943.62 FEET; L.S. 8092
THENCE DEPARTING SAID PARALLEL LINE SOUTH 4420'47" WEST, A DISTANCE OF
49.50 FEET
7" IRON PIPE WM
THENCE SOUTH 8920'50" WEST, A DISTANCE OF 367.66 FEET TO A POINT ON A CAP L.S. 8092
TANGENT CURVE, CONCAVE EAST, HAVING A RADIUS OF 25.00 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 90'00'00", A DISTANCE OF 39.27 FEET;
THENCE SOUTH 8920'50 WEST, A DISTANCE OF 60.00 FEET TO A POINT ON A
NON—TANGENT CURVE, CONCAVE WEST, HAVING A RADIUS OF 25.00 FEET, THE
CENTER WHICH BEARS SOUTH 8920'50" WEST;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 90'00'00; A DISTANCE OF 39.27 FEET;
THENCE SOUTH 89'20'50" WEST, A DISTANCE OF 552.89 FEET; ,
THENCE NORTH 483749" WEST, A DISTANCE OF 52.26 FEET TO A POINT ON A
NON—TANGENT CURVE CONCAVE TO THE WEST, HAWNG A RADIUS OF 540.00
FEET, THE CENTER WHICH BEARS SOUTH 81'21'49 WEST;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 20'47 .01., A DISTANCE OF 795.88 FEET:
THENCE NORTH 29 425'12 WEST, A DISTANCE OF 303.21 FEET TO A POINT ON THE
SOUTHEASTERLY RIGHT— OF—WAY LINE OF BEARDSLEY CANAL RECORDED IN ROOK S69'20'43W
584, PAGE 19, M.C.R.; 65.00'
THENCE NORTH 4608'00" EAST, ALONG THE SAID RIGHT—OF—WAY LINE, A
DISTANCE OF 1743.67 FEET TO A LINE PARALLEL WITH AND 65.00 FEET WEST OF
THE EAST SECTION LINE OF SAID SECTION 3; E 1/4 COR SEC 3
END 1/2" RE6AR
THENCE DEPARTING SAID RIGHT—OF—WAY LINE SOUTH 00'39'10" EAST, ALONG RLS 12278 & 18214
SAID PARALLEL LINE, A DISTANCE OF 655.90 FEET TO THE TRUE POINT OF
BEGINNING AND CONTAINING 1,327,011 SQUARE FEET OR 30.46 ACRES, MORE 01?
LESS.
C.4
600E 890 PAGE 26
IRON PIPE WITH
. 8092 OFFICIAL RECORDS OF
MARICOPA COUNTY RECORDER
1429'25'12"W - 114 1113 1112 1111 11101109110%1107 HELLO PURCELL
303.21' SHEET 3 1 TRA 2007-0014155
N. EL GRANADA BLVD. PER
RANCHO CABRILLO MAP OF 01N1/2N1 0A63 Ali
DEDICATION BOOK 701, PAGE
12D I 130 I 131 I 132 1 133 1 134 I 135
61, w
A RP gr
RANCHO CABRILLO DEV. LLC
PARCEL H
UNSUBDIV1DED
503-53-11
ggg
544'20'47'W E16 1.6 Q
49.50' \e.50
OF PROJECT NO.
SE COI? SEC 3 END 2 202017—A-001
GALVANIZED PIPE
STAMPED 2,3,10, & 11 GRAPHIC SCALE
* INDICATES A CHANGE SINCE SITE BM in100 0 loo 200
THE PRELIMINARY PLAT.
FP-2
SCALE 1' = 100'
LEGE1VD
EASEMENT LINE
BOUNDARY LINE
EXISTTNG RIGHT OP WAY LINE
RIGHT OF WAY LINE LINE TAME
CENTER LINE • 1181111=INDEMil
/e< BRASS CAP TO BE SET FLUSH PER MAG =1%.I 80.00 589-20.50rW ,g-zo sa-w
120-211 wat COMPLETION OF PAWNS 11.N. 55.00 00'39'10'W
IMPROVEMENTS
4.7 DOSTING BRASS CAP
0 MOND AS INDICATED
+(' ,cP °o• b-ot o° R/W MOTIF OF WAY
<Y. """ e5 + IP 0 4) 0 4", 5 / V.N.A VEHICULAR NON-ACCESS EASEMENT
„."Ik„ SV.E, SITE VISIBILITY EASEMENT
<5. PALE PUBLIC UMW EASEMENT
34 •i• e 1 CI31 209
5 CE. AL!. INDRAWN. LOT PROPERTY CORNERS SHALL
," ...„.„.,ti, BE SET 111TH le REBAR AND CAP OR TAG
33 .c4i • 96 4...,..4, BEARING THE REGISTRATTON NUMBER OF THE
CI .Q. • SURVEYOR RESPONSIBLE FOR THOR PLACEMENT
AT COMPLETION OF CONSTRUCTION.
/2s. 25' 5k 97 ........P...-0 44 S64'23'4.3'6 I , , s.... , s 15..S1-4-3 .,_ 55.00, APR - - - ARPFT - . • - - . A. - '
.15,..., ,vsr- ..,.,..‘ 12A6 A 5S 00' 55.00' .55.05' 55.00' 39500' 0 55.00 65.00
'11.- dkr TRAC
98 szt,„,,.,0 . ,.. . ,L, E 5.00 3
r .1'...v .4,- :o b -o 22 ,,, .. g 12 8 106
7.,, 82 • , o -,„ 0
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_ .. L=.9.36' 9 on n: S.V.E.
122.59 ' .,..0 L.? a v x4 .1.2.45!. ,..,..: - - 4 N't, 1 .... . . .1 ...
\ - rilli -;.. -4.. 4%, 118 4. ,.,:.,• 4,0 ' ''' . "k'f•a•-• #?..25
0 0, • 11. COTTONT ML LANE
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28 ...e. % - '''adz,. B.51 • . w L=.23.1
1.4,r 9, .2„- 304' 663 \ Ifqs.. •#'' 32 .4 8
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., d 3
,,./,, ;10 27.31' P., TRA(
0` ......-cs 0 '-* \ Lb. 41%. .,...0" I.-ma 125 ‘'',? 4? ...; -•9•48. 04. 36.00'
anze,46. .. •k•- S' ^ I-\ ,i'e'" 5.1. , Er 50' " 55,00' 55,00
11... ....° .,:,4' 45 •,. '.... 126 V.1.1.A.1 1.00'
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25 .„*. ---,... ..:f. 127 .4. :12 I. 0 -0 • 15 b t?'- 3- - g -3. 8 re,
RANCHO CABRILLO DEV. LLC va- \ 4.... .te '4. 4 'is U '-`= 6 -2 ; 129,':i.. , 6 -130 z 1`,2 .) ,31 . "12 132 z r- .433 '" •"1I 134 z '1.1 135
PARCEL 1.1 ,.." \ ,.• -7), 45.1. 24 ...t. 8.,;,... S ' ...._ b
UNSUBDIVIDED \ 4 R' . <Ia.._ ,I? 25' X 2
...c.d.., \ 4,„. ,.. .., *S2 'k. , ''‘$6.zo o. I° ' W• A'V'Pro,.., . a
,.1 4-'.. ‘` 397.66'4 t
\ 6.4 , .,... :. ..';';. & 43 20'50" W
\ 22 ,o 44' 7., -'-A0(24. L, ' -'-'138.04.---gi' :'::, '.8 V.11.kE. 1,00'
.. \ 4' s $7 4:, . 4-.36_ 47_ 83.03 ri 10
21 F.4
2. 3 O o v.73 T L-0.99; • . '5; ' j -E25. ,30. h' xi 25' SEE X 25' . 65.00'
qt. cn Po 13' '143 . °S 33: 3 ;., EX. R/W
\ 4 . 1.00. 4.- 20 4>g, ...,,,, Q -E, ..6 16 ' i; 81 15 ; 52.8
\ 19 13 - 18 -g f-, 17 ii:;'5 r,°,:, . r °3 ,6 14 12- 11 5- TRACT I
TRACT H a '0'- 10,60' Cl
-0.,.,11 O' 6176 .2,48,.. ' 25' S.V.E. x 25' 30' 5.) 75' ,•--si too' -SI fer ,C . -Ntl / / .,
004a , ' 015/' 411,/ ,,,,7 „ 589-20'50. W 111.15' 11.14.3.E.
55L N. Kix is ta w 57.31' 5,3.04' / r2 ___. .___ ___ _ _c__
-61.71 20.39' C... . 14/: -
s 552.89' W. RANGE MULE DRIVE PER RANCHO CABRILLO we::. • .
zs MAP OF DEDICATION BOOK 701, PAGE 25 522.66'
681.49' -11
389'20'50''W 12 04.1 5'
DOOR 890 PAGE 26 SEIAA4COR PEDSE2C3 .310FN: 12:
OFFICIAL RECORDS OF CAL YAWED PIPE
51501C015 CO5510 RECORDER $ITE BM
115LER PURCELL
PligR
2007 -0014165 -Th-il: ' ' ' ROAD
.1,0201 )s.5.30
1 PROJECT NO.
202017-A-001
GRAPHIC SCALE
60 0 60 WO
.. _ FP-3
SCALE r = 50
FWD 1/2" ROAR
NO TAO
P'-'SE OCR SEC .34
FND GLO BRASS CAP
45", L N89.50'00"E
•
•••.°
• C
ciD
EASEMENT.UNE
BOUNDARY LINE
EXISTING RIGHT OF WAY LINE
RIGHT OF WAY LINE
MIER LINE
BRASS CAP TO BE se; num PER MAO OIL.
120-20 UPON COMPLETION OF PAVING
IMPROVEMENTS
EXISIRIG BRASS CAP
FOUND As INDICATED
RIGHT OF WAY II
vEnrcuiAR NON-ACCESS EAsevavr
SITE 1.11MBIUTY EASEMENT
AMC UTILITY EASEMENT
ALL INDIVIDUAL LOT PROPERTY CORNERS SHALL
BE SET 817)1 TrREBAR AND CAP OR TAG IL
BEARING THE REGISTRATION NUMBER OF THE
SURVEYOR RESPONSIBLE FOR THEIR PLACEMENT
AT COMPLETION OF CONSTRUCTION.
CURVE TABLE
1A 002111,11221MIKEE2111tadallii
MEMEHIMMIRIITENNEEICZ
C2 16.65 55.00 17.20'29. 0.39
03 119.69 55.00 1244058 104.94
04 469.60 575.00 48'47'10 260.75
MMILIMMEMMIRMITMEM
linIMIREIMOMIERMialiiinEi
WHERIDEEITCHIbictimillign
MEINEEIEONOECIIIMIVIIIIME1
MEMIECOMIBIOIRMINIIIVE13
• ICIIIIKEE0 130 oullETIMIN 48.85
MIMEO 180.0011IMMI 67.68
INSEIMMEI 5501211MMIIIIECED
11319.10120 50.00 239'59'59 W1313
GRAPHIC SCALE 202017-A-001
50 0 60 100
SCALE 1 = 60. -