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1 2 3 4 <br /> 5 6 v v v v- v 300 40 <br /> 7 $ <br /> I 9 10 11 <br /> M & PC 144 I <br /> I I A197 SET ALUMINUM DISK SECTIO N 24 I I — -o T !— <br /> I I I M & PC 140 <br /> 89°02'03" (C) I ( SET ALUMINUM DISK <br /> „ I <br /> I 1 W SW I 1L251 S88 18 5 1 / 4 I I <br /> I 60' <br /> M & PC 40: FOUND I I �I <br /> I 468.00'(C)(R146) CO OF SURVEY <br /> M & PC 41 : SFN. NAIL AND WASHER AT A191 I <br /> -" '- I SET ALUM I I <br /> A ALUMINUM DISK 1/4 SECTION CORNER 1 1 I I 90-42'49" (C) BEING A PORTION OF SECTIONS 18, 19, AND 30, <br /> I AT SECTION CORNER. PER R20. MCNR I I TOWNSHIP 2 NORTH RANGE 9 EA <br /> I ( ) I I � ST AND SECTIONS <br /> A196 L252 A105 I I L248 23, 241 25, 26, AND 36, TOWNSHIP 2 NORTH, A <br /> N88 36 38 E 1 S00°53'46"E 1 I RANGE 8 EAST MOUNT DIABLO BASE & MERIDIAN, <br /> 89°02'03" � 80 08 39 (C) I I 61 .37(M) , <br /> (C) I � 1193.52'(C) 180°09'00" (R20) I I I A192 SAN �OAQUIN COUNTY, CALIFORNIA <br /> M 8c PC 145 � I L39 N88°36'38"E 2617.33' (C) I ( 90-36'18" (C) <br /> i PREPARED BY: <br /> SET ALUMINUM DISK �-- 2610.14 (CR R141) -� I I M 8c <br /> I � _ ,_ P C 141 I <br /> C ►� I KJELDSEN, SINNOCK & NEUDECK, INC. <br /> Ori e �4°��'4°4� 0 0 /\ I I SET ALUMINUM DISK <br /> U I I CIVIL ENGINEERS & LAND SURVEYORS <br /> I APN 105 240-02 ( I <br /> BUD AND JUDY RANDOLF -J o <br /> Azo Pl►� � 9C�C� I � � ( STOCKTON, CALIFORNIA FEBRUARY, 2013 <br /> B I SECTION LINE SEE SURVEYOR I ` 90°40'10" (C) A64 I I 0 <br /> o I Q <br /> NOTE 15-1 I N / 89°30'24" (C) ( I Q SHEET PURPOSE B <br /> o ( I PROVIDE DATA ON PARENT PARCEL <br /> I �- � I L AREA #4 <br /> N ° � I SE - A193 <br /> M & PC 143 0o Q I (SEE DETAIL 15 3) I I 89°23'42" C N <br /> I SET ALUMINUM DISK z <br /> 1 ( > <br /> DETAIL 15-4 <br /> , v SECTION 2 5 I I DETAIL 15-1 <br /> SCALE: 1 =125 - - - - - - - - - - - I 1 <br /> � �, <br /> N .� Ln 1 1 SCALE: 1 =50 <br /> NW 1 /4 II0o <br /> I N CO <br /> MILTON ROAD Ln ¢ <br /> (b QoI ( z oA194 T <br /> LN � I <br /> C co � w 90o47'23" (C) <br /> SEE SURVEYORS � <br /> � c� I ♦ A190 1 Iz I <br /> NOTE 14-1 . � 90°09'01 " C � I z I I <br /> 0 0 ( ) d I ( w I M & PC 142 C <br /> ON 970032024 0000 I I U I SET ALUMINUM DISK <br /> ARC7 <br /> M & PC 114 ARC2A <br /> APN 105-200-03 � � L=478.94' R=460.59' A=59°34'43" o N46°1 7'28"W L= <br /> HIDDEN VINEYARDS LLC o o I SET ALUMINUM -216.16 <br /> 0 � L=455.05' R=458' �=56 55 50 (R20) � z I I I 42.41 ' C R-829.36' <br /> 00 I ( ) 11 DISK <br /> M & PC 138 0 I <br /> ,n I _ _ _ A-14 55 58 (C) <br /> J Q I SET ALUMINUM DISK J I I L_ I <br /> cv I � ARC2 <br /> MI I <br /> SECTION 2 6 A69 L246 SO°19"59"E 402.78' (C) I MILTON ROAD L=334.96' R=829.36' A-23-08'25"(C) <br /> I I--40.00 (�Q I � <br /> 89°12'54" (C) 426.48' (R20) I SECTION LINE ARC2B L=332.92' R=830' A=22°59' (R20) I <br /> D N E 1 /4 ° „ A75 M & PC 139 I I - - - - z - - __. - L=1 18.80' <br /> 90 29'5 0 (C) I I- -� � � I , <br /> FOUND 3/4 INCH REBAR o o R=829.36 <br /> I D U w I A=8°12'26" (C) D <br /> - L42 N88°46'57"E 2632.62' (C) -�` �- L38 N88°29'42"E 2625.53' (C) -� I I � w z I I I <br /> o0a 0 � i <br /> Ole ° L247 I z I M & PC 115 M & PC 130 <br /> N89 49 03 E 559.08 M I I L- I I SET ALUMINUM DISK <br /> ( ) A62 SET ALUMINUM / I <br /> M 8c PC 34: FOUND 1x2 A140 A138 90°36'18" (C) I I.. 60�-i.l DISK , <br /> INCH IRON ROD. NO TAG. 1 I I I I I L242 S39-28'51 W 322.10 (C) <br /> (C) 90°47'06" (C) A136 <br /> AT CENTER SECTION 89-29'56" I I I N 322.33 (R20) <br /> CORNER. 89°23'42" (C) 1 L I I I <br /> 75; M & PC 32: SFN. A63 M & PC 131 I <br /> SET ALUMINUM DISK 180°00'00" (C) I / FOUND 3/4 INCH REBAR <br /> E I N AT 1/4 SECTION 180000'00" (R20 I ( DETAIL 15-2 <br /> CORNER. ) Al I <br /> 00 E SEE DETAIL 15-1 I SCALE: 1 "=50' 156-19'27"9 E <br /> ry C ) I (c) <br /> N L243 S15°4 '1237.56'(M) I <br /> N L249 � I 8 9 W <br /> 237.54' R20 <br /> co 0 o Q SO°53"46"E 2612.30' N I o ( ) <br /> �n c� c�i o M & P I <br /> SECTION 26 1wQ C 132 <br /> Qo M 8c PC 31 . SFN. <br /> N co n SECTION 2 5 C° 1 z o ' FOUND 3/4 INCH REBAR <br /> CO N I J <br /> N � SE 1 4Lj0 3 oLJ ARC4 <br /> N o I 0 CD1 1 z L=103.66' R=335.63' A=1 7°41 '49" M <br /> 0-) ry �, S W 1 /4 ---A- I w , <br /> Ln � Q u L=107.66 R=349.98 A=1 7°37'30" (R20) <br /> N o ma° 0H 2005-178890 •n I I <br /> d 0 0 0 - J M & PC 29: FINE ROAD ��M 8c PC 133 <br /> F o N o .°��°00 z � o a n UNABLE o I <br /> �� ���� o PQC�C��� Q TO OPEN MON WELL SEE SURVEY FOUND 3/4 INCH REBAR <br /> Oo (SUB JEC T G°PARC E L� 1 I F <br /> 0 � APN 105-200-04 ° I <br /> LID. SURVEYED THE I NOTE 13-2 �- L244 S1 50 20 E 1 63.41 (M) <br /> z JOHNSON FAMILY PARTNERSHIP J CENTER OF LID. SEE <br /> a� N M & PC 33: SFN c� ARC5 <br /> SEE DETAIL - I (SEE DETAIL 15-4 MON NOTE M-2 J I I 159.43' (R20) - <br /> 10 2) ) _ I <br /> � L=135.90' R=21 1 .92' � 36°44'34" (M) <br /> XZ I M & PC 134 L=135.85' R=215 _ " <br /> I I .52 D 36 07 00 (R20) <br /> A141 -'Q A135 FOUND 3/4 INCH I <br /> ARC6 <br /> 89°35'06" (C) L279 90°47'23" (C) I REBAR ` - L=316.68' R=930.91 ' 0=19°29'28" M <br /> 89°36'00" (R88 S88°18' ( I ° � ,�( ) <br /> 51 W L=316. _ - I <br /> 52 R 934.94 D-19 23 50 (R20) <br /> 60.00 2135.68'(C) I <br /> ' I ~ L245 S57'1 8'54"E 865.23'(M) <br /> - - - - - - - - - - - - - - - - - - - - - M 8c PC 135 <br /> G - - - - - - - - - - - - - - - - - - - - - - - ..._. - - - - - - - - - - - - - - - - - - - - - - - -�� � I FOUND 3/4 INCH �" �•. 865.46' (R20) <br /> �-- L69 N88052'07"E 2632.77' (C) -� �- L68 N88°18'51 "E 2633.78' (C) 1 1 REBAR <br /> G <br /> 2632.54' (R88) 2634.14' (R88) 2633.69 (R113) I I _ <br /> I I I M & PC 136 <br /> I <br /> M 8c PC 30: FOUND (SEE DETAIL 15-2) <br /> 1 500 0 500' FOUND REBAR 3/4 INCH REBAR <br /> IRON PIN AND WASHER 1 I I DETAIL -15 PC 137 3 M & I <br /> AT SECTION CORNER PER MILTON ROAD 1 1 FOUND 3/4 INCH REBAR <br /> R113. (MCNR) SEE SURVEY NOTE I ( 1 = 500 9�� SCALE: 1 "=200' <br /> 16-1 I I SHEET 15 OF 26 <br /> 1 2 3 II <br /> 4 5 6 7 8 9 10 11 <br />