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STREET CURVE DATA: _ LOT CURVE DATA: • T T Cil. BEARING OT TA 1N T CH. BEARING //v1 CT NO. L 428 3 120 90 00 20. 31.42 28.28 20.00 N 45'06"30-"4 51130 W E SUBDIVWNS OF SAN 41WUIN COUNTY � �� ' ' N 44°51 30 W 55 9000 20. 31.4 2428 20.00_ N 4.4 ' ' N 45 08 30 E 60 92 1434 20 .32.2 28.83 20 N 44 O 1 13 E KNUCKLE 76 811045126"26 20.00 30 63 27.7j" 19.20 N 45 56 47 W CHADWICK SQ 111024'41 ' ' N 44 O 1 13 E 77 92 14 34 20.00 J2. 28.63 20.80 N 44 O1 13 E UARE 09 35 04 ' ' 1 ' ' N 85°�'S8 ry 79 09 J5 04 60.00 10.04 10.03 5.03" N 0 53 36 W RETURN 92 14 34 ' ' 44 O 1 13 E 79 J4 28 60. J.74 J.74 1.8 N 09 5J 53 W UNIT 80 3 19 60. 42.58 41.69 22.20 N 12 1Jit E . 2 87v4526" ' ' ' ' N 45056'47" W N 92 1434 , 81 41 03 43 60.00 4J. 42.09 22.4 N 53°0.9 Jf £ 20, N 44 O f iJ E 82 26 0 11 60.00 27.J5 27.1 1 J 92 N -8P.-39 T58 E 92 14 34 ' _ ' N 44 O1 13 E 83 09 JS 04 60.00 10.04 IO.OJ 5.Q3 N 85 OJ W RN 8 45 26 2 . ' ' 7.7 ' 19. ' N 4s°58 47 ' W 112 92 14 J4 20. 32. 28.83 20.80 N 44 O 1 13 £ A PORTION OF THE NORTH 1/2 OF SECTION V, W137 R,1W 09 JS 04 60,00, ' taox ' N 06 53'3611 113 8 45 26 20.00 00.63 27.70 19.23 N 45°5847 W 105 90°000020.00 3/.42 28.28 20.00 N 44 / W T. 1 S., R. 7 E. �. Q. B. & M. N 01°35 X14"W 32.02' - WY OF AMWEC4 N 89051130-11.w _ 12s8.21' _ _ Sr4N JQAQUIN COUNTY, C4lJFORNIA _-+ 10' STORM DRAIN ° l: ,5 01, COUNTY ROAD I.N. 84077691 LATHROP ROAD _ THOMPSON HYSELL ENGINEERS EASEMENT COUNTY ROW IN. 84077691 _._ N B9°5 f'JD" W 1258.29' 15' ROAD WIDENING OF RICK-OF-WAY.... n RESTRICTED ACCESS .................. -- - N 89051'301-* w 1201.79' -+� W - 1016 12th STREET MODESTO, G41Jf27RNG4 123.BD _ - - - ,o .......3'X3' W.C. J' W.C.......: Z J. w e J� w e 3' W C .......J. w e J� w e J' W C J� WC I , / � � � Till �O OC70BER, 1992 os •�10 P.U.E. � ,. '•J W.C. I I "•J W.G� .......3-1 W.C. I � W N 45°59'"8" W oo L++ W W W t., W 10' P.U.E.'� O 4.JJ N � .- 82 83g .egg J Q 81 = go � N 84 $ ^ 85 � N 86 � ^ 87 � N 88 � � 89 $ 90 91 91 25 "s L � NOTES 10' P.u.E. ...... x i i $ 8 $ 8 x x R 5• S � �o-,� 10' P.U.E. ..2 5 I. All DISTANCES ARE MEASURED UNUSS OTHERWISE NOTED. 2j-7.35 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _S 2. A 10' PUBLIC U77UTY EASEMENT HAS BEEN DMC47ED o^p /00 A 6.6 T 020' -33.09' 56.00' SJ.00' 51.00' S6.o0' 51.00'- - 53.00' 1 51.00 56.00 k� i T ALONG ALL STREETS AS SHOWN ON THIS MAP N 3 N 80016'26 W : R= 60.00' '� N 89°51'30" W 664.2 .� J. SETA 4.00' WITNESS CORNER, ON LOT UNE PROJECT70N `� FOR LOT CORNERS FACING A ROADWAY. (CHISO-0 "t" _-- 80 La 10.04' `� N 89°51'30" W 830.90' _ �' _ IN CONCRETE SIDEWALK) O /ham o v R ��' N ° .. BERGTHOLD 5s559' N STREET R- 20.00 275.31' 4. ACCESS RIGHTS OF LOTS 1 81 THROUGH 98 AND 133 TO AND FROM N 8105J'21 E R) �a p �-� 1 :"L= 32.20' h � _ TECAL N 87°56'10" f �� N 89 51 30 W 463.79' L_31.42 ( DIRECT PEDE57RGM1N ANDLATHROP ROAD IS QUISHED TO THE CITY VEIiICULAR Twnc BOE7WEFN LA7HROP 53.35 56.00 63.00- 60.00 60.00'- 60.00' Ra4O AND 107.02' - - - - - - - - _ - i� i SHOWN THUSLY.. LOTS IS HEREBY PROH1B17I D, AND IS 0.74 10' P.U.E. SCALE 60 125' 25' 79 � � g .� $ � . 1 �-u . Nl 112 � � 111 � 0110 x $ 109 � w108 X0107 106P � � N 87053'56' E (R) Q M o1 6� 117.56' x x 105 I LEGEND x I ° .. , MONUMENT FOUND AND ACCEPTED AS NOTED 78 18 3 N 89 51 30 W 500.47 O 4+ -O- FOUND MONUMENT IN MONUMENT WEZL, 1"6 3 I 70.03' 56.00' 6J.00., 60.00' 6J.00' 60.o0' 6,7 00' 65.44' 0ACCEPTID AS NOTED N 87053'56" E `$ I W W W �, W -0LQ L" - SET J/4" X 30" IRON PIPE TAGGED L.S. 4876 118.12' `� I` ~ J�J --00- SET 3/4" X30" IRON PIPE IN MONUMENT *ELL ,{ g $ o I `.�� , 120 182 R TAGGED L.S, 4876 N 10, P.U.E............. iN ? Z x I 113 $ 114 o g 115 0$ 116 $ 117 e$ 8 118 $ 8 119 0$ 8Qc x Z Z� RESTRIVED ACCESS 77 I ( I I $ $ 8 $ $ o g g $ P.U.E PUBLIC unLm' EASE7►/ENr 25' 25' 10' P.U E. x x x x x x I Z S✓.C.R. SMI JQAQUIN COUNTY RECORD5 PAC= I _ 10' P.U.E. ' 25' 25' (R) RADG4L BEARING I N. INSTRUMENT NUMBER Sl7?1P••••.... N 89051130" W 46.77 56.00' 63.00'- -60.00' 63.00' 60.00' - 63 DO' 45.44' P.M. PARCEL MAP f"••- 98.03.1 ..: N 89°51'JO" W ' i i R= 20.00...' , 457.21 .1 L- J2.20' ( R= 20.00 R= 20.00'...:' I � R.S. RECORD OF SURVEY _ Lm '� ' _ N 89°51'30" W _ 1240.72' L- 31.42' _ W.C. WITNESS CORNO? ' $ I' N B9°51'30" W 144.120 I ^ 409.15' -- ' T SET 3/4" X 24" IRON PIPE TAXED I ;,� Ra 20.on' 1 1 R= 20.00 r( DRIVE R� 20.00'...., ' 136 14 555.31' ._ ' I 4488 J�Ll 3 `. �: ---N 89°51'30"W- L� 30.63'. t L- 32.20' o , ,. L= 01.42' LS 76 AT , LOT CORNERS N 89 51 30 W 312.16' 0 "�' INDICATES WITNESS CORNER; SET ,3/4" X 24" IRON PIPE 95.14 51.16' 00' 51_00' ' ' W TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED i - - - - ` _ , - -6Q_00 - 56 00' _11,QQ% O J W.C. /o� INDICATE`S WITNESS CORNER; SET 314" X 24" IRON PIPE 1 10 P.U.E " 1 �` 3'X3' W.C. TEED L.S. #876 AT OFFSET DISTANCE.NOTED o ` 30' 30' I I �`+ �u u �u 4i 10 P.U.E. N 76 ' ` 00 ao fa' P u.E....... 18 N I 60 0 59 q 58 0 57 0 56 0 55 Ig g 25' N 87°5356" E 114.95 , 3 I x x 4i25' 1 ( LOT AREA DATA. LOT S0. FT. LOT S4. FT. LOT S FT 1 75 // �1 I $ 68.Of1' S3 51.00' 60.00' 56.00' 61.00' `8 55 6075 85 5936 89 5936 N 89 51'30" W ,34,9, ._• � � l � 1 � 56 5656 86 5712 90 5712 8 0 8 t o Cd _ 0' N 87°53'56" E o 3 O x I! 57 6060 B7 6272 9/ 6272 W `��a+� 58 55353 10 5712 -105-&300 106 6685 •��,, FJ 1 J2 53 5.4 L' 59 a 0 t I f � 60 6974 75 6451 106 6615 119 6 489 �� f09 120 6655 ✓ 76 8177 110 6615 x ( 2 J 'i 77 83es 111 sBBo KOMENICH DELIA 78 '424 "? '4'S o O :p 79 7108 113 6_927 80 9150 114 5768 J DRIVE COURT 81 13241 115 648982 116 6180 , ( I I H 5 T y 83 700J 117 6489 `'•.:0 7°53'56" E ` 84 6272 116 6180 138000F1 01/17/94 120.19' SHEET 5 OF 8