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�uNO aG�TArVO u�asflER, ,� r� TRACT N0. 2235 <br /> ..q7"G'ENTE,PG/N� DF 5/X7"N STRE•E'T <br /> FGYJNO 6t�GT¢u�45HE2, itrd TAG FIND 7ypc1sEN 5r�EET /1�0 iPEF, <br /> qtr CEAL/7E,E' AV--$ cam- /FTN ✓cTi :rET SUBDMSIONS OF SAN JQAQUIN Couw <br /> f ANO TyDMSE"A/ STPEE� NO REF. tm .1 _la Rti . 171__ <br /> ., <br /> HORIZON *A SUBDII/ISION OF A PORTION OF THE <br /> o SOUTH 1/2 OF SECTION 26, <br /> 7.soIDENIM 0 T. 1 S., R. 6 E., M. a a & M. <br /> �pr�-�• � ..'RIGHT-OF-WAY DED1GTlON <br /> row `�I!�GG, �- N 89 57'00' W :'*1704&_--. -. �il T Y OF lAT DROP <br /> •'' N 89'57'00' W 44a. e7' -- _---- --- - - - - --- <br /> N o0.03'pp' E . _ 02.oo' "•� '`� o'_Z2'Gt�"E i8 40� SAN JQAt�U1N COUNTY CAI.IFORN <br /> N6`� 57'00"W- 3 •�• <br /> N 895700" w �, - o �4'/, ,�N, ,� rA& THOkPSON-HYSELL ENGINEERS <br /> Z . 7' N 89'57'00' W - �•; rAc-�-v c.s SCALE 1" = 60' <br /> _ / E' a <br /> -10' P.U. : W w W i r 1016 12th STREET MODESTO, Cr4LIFORNM <br /> 2 <br /> 8 7 og 6 og 5 og 4 $ � <br /> z <br /> N 89'57'00' W 196.59' <br /> l� N 8446'34' E 65.00' 65.00' 66.59' <br /> 65.28' " ' • <br /> 8 9 60.00' 60.00' 60.00' 131.59' 5.02'-.x <br /> 61.26' '-4.02' �. <br /> til N 89'57'00' W 180.00' �" °C !,� W 3 FX/5T/n/G /O SEGI�,P AND WATE,e <br /> In 3 u EA!5C1"ENT /NST. NO.• 6.x072587 <br /> W W 3 I (5. /C.R.� <br /> p -- - 15 N 16 ky't <br /> Sg 14 <br /> 13 <br /> 12 $ g N2 <br /> g 11 S 8 t $ - N <br /> V � <br /> 10 <br /> -10' P.U.E. J.22'... <br /> _ I���w_ 17 <br /> 88. -60.00' �N 89'57325.78' 6• \ NO' `"`3 <br /> - I 1. ALL DISTANCES ARE MEASURED UNLESS 07HERWISE NOTED. <br /> 1 .► •... .►� 433.93' chv R�4 � °D 10' P.U.E. � <br /> N _ _N 8957'00' W - o; N 8.31875 wC,A2. A 10' PUBUEA <br /> C U77LITY EASEMENT MS BEEN DEDICATED <br /> _ N NNELLA COURT N h . 78' N ALONG ALL STREETS AS SHOWN ON THIS MAP. <br /> N 89'57'00' W 324.83 R-�.500 , <br /> 6. 6 -6 �2 �2 OQ_ 3s o ti� k�' 3. FOR ALL BOUNDARY INFORMATION; SEE SHEET 3 OF10 <br /> - 4. SET A 4' WITNESS CORNER, ON LOT UNE PRGUECRON <br /> to, P.U.E. '14.78; <br /> W w W Wim. 4 9 Z g,� 18 W FOR LOT CORNERS FACING A ROADWAY. (CHISELED <br /> i g w CURVE DATA: LOTS IN CONCRETE SIDEWALx.) <br /> g 23 $ 22 8 _ 21 8 $ 20 `� z N LOT DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING <br /> e.l 24 $ g $ 8 '\ 19 ��; aL f 4 03'41'1 50.00' 3.22' 3.22' 1.61' N 68'12'22' E LEGEND <br /> `2 N �7°� a 15 3743'1 50.00' 32.92' 32.33 17.08 N 6730'0 E <br /> Z 2 2 Z gj'cL 15 39'40'04 50.00' 34.62' 33.93' 18.03' S 68'28'2 W _ ' <br /> N 84'0751• 16 49'16'2 50.00' 43.00' 4 f.69' 22.93' N 6703'1 W MONUMENT FOUND AND ACCEPTED AS NOTED <br /> 62.00' 62.00' 62.00' 92.14' �° 4 -�-- SET J14- X 30' IRON PIPE WITH TAC L.S. 4876 <br /> 62 32' 17 49'06' 50.00' 42.86' 41.56' 22.84 N 1751 W / <br /> - 63.04' 63.20' 39.01' ,• 23.81' 29.82' N 86'22'19' W <br /> 1 B 49.06' 50.00' 42.86' 41.55' 22.84' N 31'14'54 E -�- SET 3/4' X 30' IRON PIPE, TAGGED L.S. 4876, <br /> 20.75' "- N 895700' W /�R.�' �' ' 84.46' 19 56'29'0 50.00' 49.29' 47.32' 26.86' N 84'02' E 1N MONUMENT WELL •a . <br /> 20 19'10'21 50.00' 16.73' 16.65' 8.44' S 58'0"3 E PUE PUBLIC U71UTY EASEMENT Y <br /> 4(1222.04 20 4124' 50.00' 36.14' 35.30 18.90 N 69'14 W (R) RADIAL BEARING <br /> 0 ' 2021.00' 27.68' 2769' <br /> 28 07'0 8753'54 W SET 3/4' X 24' IRON PIPE, TAGGED L.S. • <br /> h ti .31=' ' °j o 29 0142'04 2021.00' 60.00' 60.00' 30.00' N 86'39'1 W <br /> 6 1 2 7 r 8 28 � N 29 in 30 ,b'., o ' b �` 32 30 01:73'5 2021.00' 55.22' 55.22' 27.61' N 85'0 f'19 W 4876 AT ALL REAR LOT CORNERS. <br /> N N h ".� o 2 4 B6 ons 30 0455'1 50.00' 4.30 4.29' 2.15' S 8642'0 E <br /> 1 2 0 2 k ,�' Q CF 31 4158' 50.00' 36.63' 35.82' 19.1 B' N 69-51-05- E <br /> 2 -10' P.U.E� �, 4.2 9 � .0 p a �,Vj 31 39'175 50.00' 34.29' 33.63' 17.85' S 68'30' W <br /> 56.48' 32.32' -�- / '' `" o N 32 5133' 50.00' 45.00' 43.50' Y4.15 N 66'03'21 W <br /> 27.69' 60.00' 55.22' 6 6� h�`�so `� �n� 33 49'11'3 50.00' 42.93' 41.62' 22.89' N 15'40' W <br /> ►N B8'1726'W 88. 0'� R=2021.00' L=142.91'. h R�0.44� �• ,o p N\ 3'3 0 34 5?02'51 50.00' 45.42' 4387' 24.41' N 34'56'3 E <br /> Q <br /> "N 88'1726' W-�' �- R=1996.00' `�' L"4a9 o `� 10' P.U.E. �� 35 5722 50.00' 50.07' 48.00' 27.36' N 89'39'18' E <br /> - __-----___ L=213.88' o o `'' 36 __1_2_'3_6_'0__3' 50.00' 11.00' 10.97' 5.52' S 55'21'2 E <br /> 88.80' -• - - - oQ� -r 1 36 3443'2 50.00' 30.30' 29.84' 15.6J'--N 66'25'0 W <br /> SHA WN COURT N ---- -- - tl' : N 8l'Os'�9` �R) 36 00'30 2 1971.00 17 45 f 7.45 8.73 N 8402 01 W <br /> N h o ' <br /> ' ' <br /> •- W 88.80 R=1971.00' L a 155.17' R� ,� / 88 79' W <br /> '7 1 37 01'46'2 7971.00' 61.00' 61.00' 30.50' N 85'10'2 W • <br /> Zff 7�'_ _ _ 61.00• o <br /> s`-10' P.U.E. - `3� � N 89'42'05'W 168.00' 0713'4 1971.00' 76.72' 76.71' 38.36' N BT 703 W <br /> 39 o h W So or �,� 34 r <br /> 38 hoN37 � <br /> 35 N K <br /> 40 �' S 00 CURVE DATA: STREETS _ <br /> ` 41.05' 76.13' O <br /> 1 <br /> N 89'0657" E 91.86' 719.32 STREET DELTA R4DIUS LENGTH CHORD TANGENT CH. <br /> 29.65' .',. • <br /> 845.5'04' W 230.10 `� GNNELU COURT <br /> \ ...• NORTH R 4124' 35.36' 16.90' N 6920' E <br /> CUL-DE-SAC 26?49'09" 50.00' 75.DO' -56.69' N 00'03' E <br /> l� S 4124'35"' 50.00' 36.14' 35.36' 18.90' N 69'14'4.7' W <br /> 1 3 \ 44 I 4 J SHAWN COURT <br /> \ I NORTH R 46'53'51' 50.00' 39.79' 21.69' N 7?18'44 E <br /> 41 CUL-DE-SAC _:;26?04'51 50.00' 57.44' N 00 05'4 W <br /> SOUTH R 3443'27' 50.00' 15 <br /> 29.14' .63' N 6625'0 W <br /> SOUTH R 04'30' 1971.00' 155.13' ;ff.-6Y- N 86'02'0 W <br /> 42 r o� CENMKINE 06'08'22" 1996.00' 1 . 21378' 107.04' N 85'13'1 W <br /> sEE SNS J fJ / NORM/ R 04'030 2021.00' 1 142.88' 71.49' N 86'15'54 W <br /> �6 SHEET 5 OF 10 J738 <br />