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RECORD OF SURVEY 38-012
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VOL 38 001-153
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RECORD OF SURVEY 38-012
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v v v 3s op t9L V� <br /> 1 2 3 4 5 6 <br /> A48 L13 N89°44'10"W 3783.25' (M) A36 7 8 9 10 11 <br /> 904106" (M) 3787.28 (CR R98) {SEE DETAIL 90°04'44" (C) A23 <br /> 90'41 '10" (R39)(R 126) 3783.26 (R127) 3785.52 (R 126) 12-3) 90-1 1 '00" (R98) 89°49'00" (C) <br /> M 8c PC 82 _ _ 90°04'50" R 1272 w R98 <br /> 89°55'10" R 17 <br /> M & PC 9: HELD A94 - • 2 <br /> FOUND 1 1/4 INCH 112-55'29" (M) ALL113A S89°44'10"E 1679.33' (M) <br /> DIAMETER IRON PIPE 112°53'20" (R98) 1682.84 (R98) A22 RECORD <br /> OF SURVEY <br /> AT SECTION 1/4 Ll 3D `� 670004;31 (M) A35 90°04'43" (M) <br /> 6 40 (R98) 89-55'01 M BEING A PORTION OF SECTIONS 18, 191 AND 30, <br /> �► A47 CORNER PER R90. N89°44'10"W 2103-92'(C) � ( ) 90°1 1 '00" (R98) <br /> 89'20'42" ( ) 89°55'10" (R 127) I 90°04'50" (R 127) TOWNSHIP 2 NORTH, RANGE 9 EAST AND SECTIONS <br /> (M) 2104.44' (CR R98) 89-49'00" (R98) I 23 24 25 26 AND 36, TOWNSHIP 2 NORTH, A <br /> APN 093-070-11 � 89°20'30" (R39)(R90)(R126) L208 M 8c PC 8: FOUND 3 4 D 0 ' ' ' ' <br /> D = 0 0 0=0 0 ry 89°21 '30" (R98) N22°39'39"W 1 187.04' (M) / ON 2007=0002 ICS RANGE 8 EAST, MOUNT DIABLO BASE & MERIDIAN, <br /> INCH IRON PIN STAMPED SAN JOAQUIN COUNTY, CALIFORNIA <br /> 1188.3 1 '(R98) "LS 7600" ACCEPTED AT APN 093-090-14 <br /> � L29B: N00°23'23"W 1324.71 ' (M) p� �7�0�4�14`� n PREPARED BY: <br /> 1323.12' (R39)(R86)(R90)(R98)(R126) ��� CENTER OF SECTION PER <br /> 00 APN 093-090-06 1- R127. I KJELDSEN SINNOCK <br /> & NEUDECK, INC. <br /> 00 cy ON 2007-209302 D[� 2007=080218 <br /> ry �, CIVIL ENGINEERS & LAND SURVEYORS <br /> SECTION � � APN 093-090-1 1 �� ��1=�]�5 A93 � APN 093-090-15 <br /> STOCKTON CALIFORNIA FEBRUARY, 2013 <br /> o He 88=8 162°51 '26" (M) � 0 <br /> B ' <br /> 13 162°52'40" (R98) � L <br /> M70: FOUND 3/4 DIAMETER IRON M 8c PC 83 L SHEET PURPOSE B <br /> N <br /> SECTION Q PROVIDES DATA ON PARENT PARCEL AREA #1 <br /> °N° � �_..----- PIPE WITH NO TAG, CAP, OR MARKINGS N C° � <br /> (R39)(R86)(R90)(R98)(R129). ° L209 TOP BANK OF I N " 18 <br /> N N5 31 05 W 1055.16 (M) ' POTTER CREEK <br /> o N EAR BOUNDARY. `� <br /> o � A90 1 064.47 (R98) � <br /> z L29A: 1322.47' (M) 174°06'32" (M) SEE SURVEYOR NOTE 12-1 . oN <br /> co <br /> 1323.12' (R39)(CR R86)(R90)(R98) 174°08'40" (R98) A92 0 <br /> N � <br /> L212 S85°50'48"E 305.48' (M) 1 12-16'18" (M) APN 093-090-05 <br /> cn Qo <br /> N <br /> 305.10' (R 9 8) 111-53'10" (R 9 8) �� �00�=�����0 00 Ln <br /> N <br /> �O M 8c PC 87 L210 I -' N <br /> pQRCFEL 0 M & PC 13: HELD <br /> C A46 N L213 N79°06'53"E 906.98' (M) N62°12'37"E 293.48' (M) p D I FOUND 1 1/4 INCH <br /> 90-44'25"(M) 906.97' (R98) 293.75 (R98) MUBJEC�T PARCE ➢ DIAMETER IRON PIPE C <br /> 90-47'1 4"(R98) A91 NO TAG AT 1/4 <br /> L214 N57°24'19"E 153°56'53" (M) I SECTION CORNER PH ��= 10 0 <br /> 300.39' (C) 299.74' (R98) 154003'30" (R98) PER R98 <br /> APN 093-070-09 M 8c PC 84 � M 8c PC 4: HELD <br /> p� '��0�4�4� M & PC 88 A34 I A21 Oil 2008-M2254 FOUND BOLT AND <br /> 00000 M 8c PC 85 >> 90001 '47" (M) APN 093-090-1 6 WASHER AT <br /> A88 A89 M & PC 86 89-59'51 (R98) <br /> L29C 1 ° 1 64°57'41 " TNN88'1 <br /> 1 1000 wgo L 90-02"16" R98) I 89°57'44" SECTION CORNER -� <br /> So°23'28"E 15.54'(C) 58°17 26 (M) 1 64° " (M) 5'44"E 937.12' (M) ( ) 90°01 '43" (R127) L5 S89°3724E 2645.67' M PER R98. <br /> 15.50'(R98) _ _ 158 19 20 (R98) _ 54 20 (R98)- 936.73'(R98) 646.24' R9 ( �) M 8c PC 94 <br /> M 8c PC 1 1 HELD a - - - - _ ` _ _ _ - - ' 5)(R97)(R98) 2646.25 (R127) - - - - - <br /> - - _ � SFN SET <br /> A87 L12 S89°39'03'E 3749.15' (M) •• ALUMINUM DISK <br /> D FOUND 1 1/4 INCH 122°12'13" (M) 3748.73' A33 <br /> (R98) ( A20 T40.00 LS 8489 D <br /> DIAMETER IRON PIPE AT A45 121°59'10" (R98) TOP BANK OF POTTER CREEK NEAR 86°56'14" (M) L29C N00°23'28"E <br /> SECTION CORNER PER gg°01 '53" M BOUNDARY. SEE SURVEYOR NOTE 90°00'37" (R98 I <br /> R86. ( ) ) I 90°02'07" C FLOOD ROAD I 15.54' (C) <br /> � 88°57'34" (R98) 12-1 . II 89°59'23" (R) A8 15.50'(R98) <br /> 9 l <br /> {SEE DETAIL � I � -F8-- I I ( 8) \ <br /> 12-2) 11�8c PC . <br /> 90°09'20" (M) �---M & PC 11 <br /> Lo I � FOUND 1 INCH 40.00 90°12'30" (R97) N <br /> N / IRON PIPE NO I N <br /> APN 093-060-08 o TAG (R107) z \ <br /> � - <br /> ON s0 40g�f�jss o � L2 6A Soo°3 7'10"E <br /> E co Q 0 39.88'(M) 40.00' I I I- <br /> I I APN - U DETAIL12-2 CO co 093-100-18 APN 093 100-19 E <br /> (R107)(R108) I I � � N ,-. LiJ <br /> N N I 40.01 ' (R45) l N • o� 0 0 o N <br /> / Ra T�_�°�s I � p 1 JC�OC�J��J ON 2000-0 0 T703 V) SCALE: 1" = 10' <br /> 0o I o �--M & P C 1 <br /> 0Ln <br /> N O z U-) I N Q <br /> SECTION co � N ' W � Nm <br /> (6 -r:�- N N SECTION � I �, � � h <br /> i 19 <br /> N \, / APN 0 9 3-10 0-01 I I o �� 1�1=��4 c° <br /> 24 IIN ' � � <br /> W " I N I o Lo � N / <br /> Ln <br /> PH X17=86 I pH o=13 DETAIL 12-1 pQ���� (� M 8c PC 93 I z CN o Qo / EAST-WEST <br /> F � Q0 A86 SCALE: 1 " = 40' Q��o���� pQ r�i�[ [�➢ A32 < I N cn <br /> N 1/4 SECTION LINE <br /> I <br /> APN 093-060-09 ° <br /> 0o coN 90°54'32" (C) 90°1 1 '03" (C) J I J FLOOD ROAD � S22°39'39"E F <br /> OH=2030=005017 U' L217 N89°42'38"W 599.96' (C)(R144) 90°07'17" (R98) I SEE SURVEYOR'S NOTE 13-1. 2.13' (c) <br /> � A � ° I � M 8c PC82 l <br /> 84 SEE SURVEYORS 90 12 15 (R99) I I <br /> M & PC 89 -J - _ .., 90°54'32" (C)(R144) NOTE 12-2. <br /> FOUND 3/4 INCH IRON A85 M & PC 90 I N <br /> PIN. NO TAG. (R21 ) L218 \ <br /> 89°05'28"(C) ° ARC4 I L25B No°24'43"E 408.39'(C) / <br /> L282: 639.96(M) (CR APN 093-100-02 I f-599 96,0 R 144 g 31 (C) FLOOD ROAD L=585.27 I A19 <br /> R144)(CR R45) ON 2(DTT= I A83 ( ) BK A OF DEEDS R=379.97 � 89-48'19" (C) A7 <br /> 90°50'50" <br /> A44 <br /> C 10802 8 90°50'50" (C) VOL. 58 PG. 46 SJCR. A=88°15'09" (C) 89°52'43" (R97) 90°00'14" (C) DETAIL 12-3 <br /> G ( ) M & PC 91 SEE SURVEYORS NOTE 13-1. M & PC 92 89°47'45" (R99) 89°55'30" (R95)(R97) SCALE: 1" = 10' <br /> 90°54'62" (R98) - - - - - - - _ - L219 N89°46'20"W 2723.32' (C) // L4 N89°46'58"W 2654.52' (C) G <br /> 2655.34' (CR R95)(R97)(CR R99) 400 0 400 <br /> L1 1 S89°46'20"E 3701 .16' (C) Q M & PC 3: <br /> (SEE DETAIL 12-1) M 8c PC 1 : FOUND 1 Y4 40.00 Q HELD <br /> INCH DIAMETER IRON 3700.77 (CR R95)(R98) 0R 2741=542 <br /> {SEE DETAIL EXISTING <br /> APN 093-060-05 PIPE NO TAG AT Y4 ON 2005=V8890 3-1) FENCE , <br /> SECTION CORNER PER SEE SHEET CORNER SCALE. 1 = 400 <br /> R95. p����� � 13 M 8c PC 2: APN 093-100-17 <br /> p SET ALUMINUM APN 093-100-09 (SEE DETAIL 3-2) SHEET 12 OF 26 <br /> Q�MC3�CG`� pGaG�C�CL�� DISK He 12=953 <br /> 1 2 3 4 5 6 7 8 9 10 <br /> 11 <br /> f <br />
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