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v v v <br /> 1 2 3 4 5 6 <br /> / M & PC 62: <br /> 8 9 10 11 <br /> SEE SHEET 13 FOR FOUND 1 INCH Re <br /> 8c PC 14: FOUND <br /> SEE SHEET 3 DETAILS ON TIES �� ��=�C�� DIAMETER IRON 1 1/4 INCH DIAMETER <br /> BETWEEN M60 AND M15. PIPE PER R99 IRON PIPE AT SECTION <br /> 24 19 / M 53: SFN. PIPE CORNER PER R97. <br /> I M <br /> � L3B 1141 .33 (C) MON PER R99 <br /> / & PC 15: SFN. SET APPROXIMATELY 173.8' RECORD OF SURVEY <br /> / ALUMINUM DISK AT 1/4 i 1 141 .2-4 (R99) EASTERLY AND ON BEING A PORTION OF <br /> SECTIONS 18, 19, AND 30, <br /> A \7 SECTION CORNER. SECTION LINE FROM 9+ 20TOWNSHIP 2 NORTH, RANGE 9 EAST AND SECTIONS <br /> ---mac: M & PC 62. 23, 24, 25, 26, AND 36, TOWNSHIP 2 NORTH A <br /> ' '�-- RANGE 8 EAST MOUNT DIABLO BASE & MERIDIAN, <br /> r77 A41 L10 N89 37 55 W 3668.18 (C) A29 �� L3A 1497.56' (M) _� <br /> 89°44'16" (C) / 90°47'02" (C) L3 S89°55'07"E 2638.89' (C) 1498.40' (R99) SAN JOAQUIN COUNTY, CALIFORNIA <br /> 30G���G /___1 252639.64' (CR R95)(CR R99) \ PREPARED BY: <br /> �,��' o- � Al 6 2638.63' (CR R100) 30 <br /> 29 <br /> KJELDSEN, SINNOCK & NEUDECK INC <br /> M & Pc 16: SFN. / G Cr � 89030;10 (C) CIVIL ENGINEERS & LAND SURVEYORS <br /> SET ALUMINUM DISK �� 1-14 - 89'29'00" (R99) A4 <br /> AT SECTION CORNER. � C° 0 89°15'59" CR R100 90°46'57" C A9STOCKTON, CALIFORNIA FEBRUARY, 2013 <br /> B �G�O� `� ( )90°57'57" CR R 1 ( ) .� 180'51 '29" (C) <br /> CD <br /> ( 00) <br /> � <br /> cv FOUND 1 1/4 M & PC 81 : 90°44'02" (R97) SHEET PURPOSE <br /> PROVIDES DATA ON SECTION 30, TOWNSHIP 2 NORTH, RANGE 9 EAST. B <br /> / �� J o <br /> N GPS\��PINCH DIAMETER ou co <br /> p <br /> �. IRON PIPE PER A96 N c <br /> C;",�� R99. 179°49'57" (M) w <br /> 00 180°00'00" (R97) N / <br /> � � L2C: 1 79°50'13" (R 100) o / \ <br /> o QQ N � 580.14 (C) A3 �- � � / M 176: SET <br /> z P w � 577.66 (R51 )(R100) gg°12'46" (C) o `� ALUMINUM DISK ON <br /> SEE SHEET 7 i� 89°16'26" R100 SECTION LINE AS <br /> o � A15 00( ) WITNESS CORNER TO <br /> C / J 90°30'07" (C) SECTION CORNER. <br /> 00 L2B 312.92 (M) J �r <br /> o - 90o29'38" (R 100) 31 1 .43' R51 \ <br /> 31 1 .00' ( ) / _j 25.00 (C) C <br /> Q (R100) \ <br /> / A40 °' / <br /> _� o SOUTH LINE OF SECTION <br /> / <br /> 91-13'45" (C) A27 J J r1759.02' <br /> 0"E 2652.09' (C)(R51)(R 125 0 30 AND THE CENTERLINE 1 <br /> OF MILTON ROAD. <br /> 04/ <br /> / 89°14'57" (C) 2649.26' (R100) o � <br /> M) 1762.99' (R51 ) M 8c PC 22: SFN.L9 S89°39'54"E 3646.01 ' (C) 760.59' (CR R100) <br /> o �r o <br /> -�- <br /> D <br /> A26 M & PC 79: FOUND U / <br /> A39 90°50'49" (C) 3/4 INCH DIAMETER M 175: FOUND 1 1/4 INCH <br /> 88°34'02" C REBAR WITH CAP PER \ DIAMETER IRON PIPE PER D <br /> PC 18: SECTION CORNER 1 FOOT FROM R51 . <br /> ( ) / R100. FOUND REBAR SET / <br /> FOUND WITNESS MONUMENT PER R51 . A14 / \ ON R57 S16°15'05"W 0.26' <br /> M & PC 19: HELD FOUND WITNESS MONUMENT IDENTIFIED AS 89°24'07" (C) M & PC 17: FOUND FROM PIPE. HELD PIPE AS / <br /> FENCE CORNER. SET M183 ON THIS SURVEY. 0 89°24'25" (R51 )( )125 1 1/4 INCH DIAMETER \ CORNER. <br /> ALUMINUM DISK. 0 IRON PIPE AND BRASS / <br /> (SEE DETAIL 5-2) A28 89°30'22" (R 100)� CAP AT SECTION \ <br /> 4 / <br /> 180°05'46" (C) CORNER PER R100. � <br /> 180°00'00" (R100) o Re 14=77 A2 n / <br /> N °' M 8c PC 80: 90°37'1 1 " (M) `� <br /> E N N FOUND 3/4 INCH 90°36'50" (R51)(R125) DETAIL 5-1 <br /> 3_ cv DIAMETER IRON 90°33'47" (R100) N <br /> N N PIPE PER R100. Al w Ln1 " = 50' E <br /> _Ln (MCNR) / 89°29'58" (M) o � <br /> o 89030'14" (R51 )(R 125) N 000 c�° <br /> 0 0 L 89°29'07" (R100) o ;° co <br /> A38 0 L266 � N '� <br /> J 91 (C) A97 --t°05'30" A13 / N44°53'40"E 3724.09' (M) Lo <br /> 179°58'23" (C) N 90°28'44" (C) 3723.25' (CR R100) i Q <br /> 180°00'00" (R100) 90°28'31 " (R51)(R125) 3724.29' (CR R51 )(CR R125) <br /> PC 22: SFN. N 90°26'44" (R100) °a <br /> F25 30 (SEE DETAIL 5-1) A25 PH Re 35=1M 3� Oil � <br /> 89°29'39" (C) 29 EXISTING SET ALUMINUM <br /> L8 N89°59'38"E 3618.51 ' (M) 89°33'1 6" (R100) L1 S89°58'01 "W 2652.99' M / FENCE DISK AT BASE OF <br /> \7 ( ) <br /> 3618.34' (R100) 2652.99 (R51 )(R 125) 2652.42 (R100) CORNER FENCE POST. <br /> CL OFMILTON � D CENTERLINE MILTON ROAD <br /> ROAD �_ CENTERLINE MILTON ROAD <br /> -- <br /> H 20=119 <br /> M & PC 21 : FOUND <br /> 1 <br /> 1 INCH DIAMETER IRON I I1 <br /> J 6IRS 20=143 PIN AT 1/4 SECTION I / <br /> CORNER PER R100. M 8c PC 184: FOUND 32 <br /> \ FENCE POST <br /> G 1 1/4 INCH DIAMETER IRON <br /> o' f- � PIPE WHICH BEARS S G <br /> 0 c o 0 cn IRS 14=77 M & PC 20: FOUND <br /> z w z w 2000'31 " E 28145 (M) 30.00' 2 INCH DIAMETER 500' 0 500' \ <br /> cv � cv 0-) (R100) FROM /4 SECTION IRON PIPE AT SECTION N <br /> 0- w n w CORNER. CORNER PER R97. \ / <br /> � z cnz <br /> 0 z Q z ry Q DETAIL 5-2 <br /> 0 SCALE: 1 $' = 500' <br /> SCALE: N.T.S SHEET 5 OF 26 <br /> 1 2 3 4 5 6 7 8 9 <br /> 10 11 <br />