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N 89`57'00' W R
<br /> CANNELLA _DRIVE _ CANNELLA COURT TRACT NO. 2235
<br /> I N 87-27'48' E (R) ( � SEE SHEETIU Or 1J SUBDMSIONS OF SAN JAAQUIN COUNTY
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<br /> �, �, � 2� / 24 23 �
<br /> �r, N 80'4227' (R) HORIZON A ��
<br /> ` u�.- N 89'S7'Od W (47.54'
<br /> - - - - - - - --7• 60 t - - --1 - _T
<br /> 77a9'
<br /> / W t A. SUBDMSION OF A POR770N OF THE
<br /> / 7g�'to• E R too t 'u t SOU1M 1/2 OF SECTION 26,,
<br /> 101.25 t q o' tZIA
<br /> A!
<br /> 6 1 S.
<br /> mt 26 �v,"g 27 � S 23 t T. , R. E., M. D. B. 0't .
<br /> '►� 59 5530" z 1 C1W OF LAWNROP
<br /> 1re ` . %b-g'44�3rW 10' P.U.E._ N SAN JOAQUIN COUNTY, CAL/FORNA
<br /> 6� 75 X39 E R I, N - - - -
<br /> N 4 9 " ' 56.48' X 32 THOkPSON-HYSELL ENGINEERS
<br /> H 101' ,o Rs275.00 ~-r N 7'
<br /> t9 ► N 8�' ' SIYAWN � SCALE so'
<br /> Z �'rn w to X250.00'- --- .�N 88'17'26' W-••
<br /> N 58 t -�' R s.e r --h'�-... 88.80' .,-o t� 1016 12th STREET ItilODE5T0, CALIFORNIA
<br /> ` COURT NOVEMBER, 1990
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<br /> i �� E R `^ R�225.00'vr•- 8°• ,��
<br /> 71.27 00. (R)\ / 1 1.26 - Lai
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<br /> N 101,00' \o ; - __. . w Z
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<br /> 57 \ N�= 1998 39 CIO
<br /> 1 o'Pu.E P144
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<br /> 53 C4
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<br /> 8118 13 \-o \ rj01 �, 3'
<br /> Q 3 N 1�' �.R°' o c- z N 00 !- 33
<br /> 70 t l 69 \ \\`� 06:Z'211pp,3r E R t
<br /> _ CURVE DATA: LOTS
<br /> `g a, o. \N �QN t LOT DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> S6 R \ o +^r' \ 40 s- 26 1 f 27'0 275.00' 54.96' 54.87' 27.57' N 85'59'01 E
<br /> Lai _ _ _ \ 6' E 4' 26 0706' 770.00' 9&62' 95.55' 47.87' N 12'51'00' W
<br /> _ -+- N 89'52'00" E 186.26' .. -... 0'0 \co 15.2 .00' ,
<br /> �' -. 97.70' 30 56'� N 1 10k,4 \ '�; y N 77-�p0•j4, �, \ 39 05'22'24 770.00' 72.2 ' 72.19' 36.113' N 24'57'11 W
<br /> a'• \ iD• \ 40 03'36' 770.00' 48.53' 48.52' 24.27' N 29*26*4,r W
<br /> ^ 3 55 \ � s`'of\ �� ^ `, 41 02'15' 830.00' 32.83' 32.82' 16.42' N 30'07'04 W
<br /> '\ 4 1Svr R ; 42 03'54 830.00' 56.73' 56.72' 28.38' N 2701'3 W
<br /> .\ DO 42 05'19'0 1025.00' 95.13' 95.09' 47.60' N 80'08'5 E
<br /> g h 76 �'�S o�' �3���'` 2'D r\ N S1' .ter 3 43 3 NO S
<br /> J' 0 O 1 50 03'38 24 975.00 61.94 61.93 30.98 N 80'04 40' E
<br /> 75
<br /> " $ a' R a'' `,'� , �' k 50 05.34'3 830.00' 80.79' 80.75' 40.42' N 1701'34 W 1. ALL DISTANCES ARE MEASURED UNLESS OTHERtv6E NOIED.
<br /> c1q ? ,�0 77 y �' kk.51' \� `°�.� _3r
<br /> 99 3 51 0531'5 770.00' 74.35' 74.32' 37.20' N 14.18'5 W 2. A 10' PUBLIC �1LITY EASEVENT h4S Li,'tN GE�iC,4TCD
<br /> N 2 R '�, 1� \ r o 52 0448'3 770.00' 64.65' 64.63' 32.34' N 19'29'14 W ALONG ALL S7REE75 AS SHOWN ON THIS MAP.
<br /> z 5 6a'_ N 54 E o
<br /> R �. y '�' o• "b - N 42 c N 53 04'49 21 770.00 64.81 64.79 32.42 N 24'18'13' W
<br /> a+`�i c- R 2 J. FOR ALL BOUNDARY INFORMATION,• SEE SHEET 3 OF/p
<br /> 3 ,Q .2(� E °' 11 ti tr �,�\ „�, 30'32 W ^0 54 04;32' 770.00' 60.96' 60.94' 30.49' N 28 58 W
<br /> 87.E '-., i, �.s '� 69'01 7' �`' + 63 �� °� io �`� a `�' z'� r 43'16 54 00'16' 830.00' 4.02' 4.02' 2.01' N 3106'44' W 4. SETA 4' WITNESS CORNER, ON LOT UNE PRGUECI1vN
<br /> g4.1 W M ac. �j5.13 o FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> 60.00' •�7�250 k 0, c°l;� Q_ \ �o `r' N 101'O�p VF' \`A.6� +N�, �' 25.00' L�138.29 �� 55 .04'08 31 830.00 60 00 59.99 30.01 N 2854 0 W IN CONCRETE.)
<br /> N 89'52 E 1 .37..•- 0 0 $ 1 �c �, rr ` R,z ' cv 56 04'08 31 830.00 60.00 59.99 30.01 N 24'45 W
<br /> -••�-h R \ { ; a+1000 p0�L'=23 7.4 7 0 57 04.08'31 830.00' 60.00' 59.99' 30.01' N 20'37'0 W '
<br /> o N N 89'52'00' E_ 292.75' _-. ---- -' -. o t� _ �j v�r N 58 04'08'31 830.00' 60.00' 59.99' 30.01' N 16'2813 W
<br /> r TG II COURT %t 78 6og.o0' E 2 �i�'� NooP 0. 113.64' 59 04'0831 830.00 60.00' 59.99' 30.01' N 1220'05' W
<br /> t•'"A N 89'52'00' E 196.11' ��•.,• =0500 �0 c' `� 6625 \ r� ,\ J��Ro975•0 51.70_, `> 75 29'30 50.00 25.76 25.47 1317 N 75'063 E LEGEND
<br /> 49 11' ��� i.��� ' N N �'92 \"' \ 61.94 r �, 76 1651'1 50.00' 14.71' 14.66' 7.41' N 51552 E
<br /> y'S z t W 76 66'00' 50.00' 57.60' 54.47' 32.47' N 76'29' E �- MONUMENT FOUND AND ACCEPTED AS NOTED
<br /> �- - - - - 10.98'•~'' `' k�� N �� $ N 262858' -•f0'P.U.E p 77 49'31'1 50.00' 43.22' 41.88' 23.06' N 4544'1 W -�- SET 3/4 X 30' IRON PIPE WITH TAG L.S. 4876
<br /> 87.00' X 16 6a 52 R o o 18.53 78 4909' 50.00' 42.90' 41.60' 22.87' N 03'36' E -0- SET 3/4' X 30' IRON PIPE, TAGGED L.S. 4870,
<br /> C'�-1 o'P.U.E. �Qir• -I& 7Y�y g_ °a �755'0� E E or� 01�, 3 \ 3 "� \� 79 49"52' 50.00' 43.53' 42.17' 23.25' N 53'07'2 E /N MONUMEM WELL
<br /> rn N ' �12r \ U !v �1w 50 49 }� 80 4742'31 50.00' 41.63' 40.44' 22.f 1' N 78'05'01 W PUE PUBLIC UTIUIY EASEMENT
<br /> 82 81 � 3 N 1'1 {A' \ _ 2 a BO 23 190 50.00 20.35 20.21 10.32' N 65531 W (R) RAD14L BEARING
<br /> N $ 80 �'- 79 b 116' �\ :- 81 12'3.5 50.00 10.98 10.96 5.51 N 83'502 W SET 3/4' X 24' IRON PIPE TAGGED L.S.
<br /> 4 ( $ `� o� cn t oo b U) 92 00'49' 1025.00' 14.83' 14.83' 7.42' N 89'43'0 W
<br /> 2 2 04
<br /> 51 t Z z I T 4876, AT ALL REAR LOT CORNERS.
<br /> W ... 2 N 8952'00' E 421.93' Z_ A.. 78'27'01' E R R -' \ 60.48'
<br /> 76.56' 164.44' 120.93' " ~-- N o R
<br /> 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.93'2 -1 a
<br /> 1.00' . :k:� Vl\\'arnp CURVE DATA: STREETS
<br /> �+J
<br /> � I t�6 � $ � $ � $ � $ 9O � $ 9� � $ 92 N "� � �� O S7REE�� DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> $ g 87 $ 88 S $ 89 $ $ °� g v g fi93 \� C45TR 19'40,5t 830.00' 285.11' 283.71' 143.97' W
<br /> •'J $ Q " " NI w FAST R 06'10'56' 830.00' 89.56' 89.51' 44.82' N 28'09'J5' W
<br /> 08'59'04' 770.00' 120.94' 120.62' 60.50' ' W
<br /> 87.00•' r••10 P.UE. 14.83'1 2 �� /kik 10 h 13'35'02' 770.00' 182.55' 182.13' 91.7109'36156' W
<br /> -1 - - L - - - - -'+ \ S ' 1 Z CENTERUN 3105 41 800.00 434.16 422q.85' 222.57
<br /> 60.0 ' - 60.x' 60.00' -fi0.0� - -b`�60'- 46.17' 48.18' h cv U)
<br /> N 89'52'00' E 494.17' �/0&5 p CENTER NE 18'23'55" 800.00' 256.89' 255.79' 129.56' W
<br /> h 63.cv LVCENZERUNE 09'56'55' 800.00' 136.91 138.73' 69.63' W
<br /> N 89'52'00' E 537.71' ?-/lXao' Z L'1 CENTMRUNE 02'44'51 800.00' 38:36' 38.36' 19.18' ' '
<br /> ' G=/3l gq N 87-0 '47- E(R) CENTERLINE 31'18'03' 800.00' 1 437.04' 431.6XI 224.12' N ins,01" W
<br /> N MINGO WAY N ..,-_. $� CENTERLINE 19'02'5 800.00' 265.97' 264.75' 1MMWAIE 1715'0,70 .00, 171.07' 170.74' 34.83' 7' W
<br /> N 89'52 O0' E 537.71 ._,p 97$.G�_
<br /> - 65.00' - - -6,5.00' - 65.00' 65.00' 65.00' 65,00' G� 7/.Yo' t 8 ad WEST R 25'29'49' 770.00' 342.66' 339.83' 174.21' 1 '
<br /> 147.71 - �- - - - - - - - - - - - - - - - - - N4'o5'Gb E 28'42'51 830.00' 415.96' 411.62' 212.44'
<br /> 10' P.U.E. (.P) .V.B9 5 E -,
<br /> SH4*N COURT
<br /> 3 3 3 3 3 3 3 (R)NOT 7sN• , SOM R 0757'34 1 225.00' 1 31.26' 1 31.23' 1 15.65'
<br /> op ap op 8 GE MMME 19'53' 250.00' 1 66.811 1 86.37' 1 43.84' '
<br /> 101 100 0 99 `0 98 0 97 4 96 0 95 $ 94 42, $I� 42' NO 1 f 27'06' 275.00' 54.96' 54.87' 27.57' '
<br /> a g g I COURT
<br /> SOUTH RIV 1 06.40141' 1 97500' 1 113.64' 1 f 13.57' 50,88' N 6 1' '
<br /> 2 2 2 2 2 2 C0aERUNE I 13'3612 1000.00' 237.47' 1 236.91' 119.30'
<br /> "•5.63 NOTE. RA TAPERS FROM NORTH R 07*43' 1025.00' 13829' 1 138.18' I 69.25' N R1911
<br /> 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' B4' 70 60' WIDE BETWEEN EW COU
<br /> RT
<br /> M/NCO WAY AND SHAWN N 4672'1 50.00' 1 40.47' 1 39.37' 21.41' '
<br /> Id''---•►: v N 89'S2'OOE 6 6.25 I - - - -_ - - COURT. CUL-Df-SAC 262'16'26' 1 50.00' 1 228.88' 1 75.31' -57.24' n.5191'59. W
<br /> '-a/NO 3/Q� ,Qw Rli SOUTH VW 3554'15' 1 00' 1 31.33' 1 30.82' 16.20' W
<br /> TAGGED ,E'G.E /4269
<br /> 155 SHEET 7 OF /0
<br /> J738
<br />
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