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PARCEL MAPS 25-180
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VOL 25 101-200
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PARCEL MAPS 25-180
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v v v- v v v v v v v v v <br /> 1 2 3 4 5 6 7 8 9 10 11 <br /> I II <br /> MINOR SUBDIVISION APPLICATION NUMBER PA-0600148 <br /> 598.17' FROM NW CORNER II <br /> 111 PARCEL 11 TO M 8c PC 1 SEE SHEET 4 PARCELIII <br /> I I M 8c PC 1 . FOUND <br /> RS 17-86 1 %4 INCH DIAMETER IRON II BEING A PORTION OF SECTIONS 18, 192 AND 30, <br /> 5' PUBLIC PIPE NO TAG AT %4 I I TOWNSHIP 2 NORTH, RANGE 9 EAST AND SECTIONS <br /> A I I SECTION CORNER PER R1 , <br /> ROAD DEDICATION WHICH BEARS N89°46'20"W SEE SURVEYOR NOTE 5-2 L1 1 B I I 23, 24, 25, AND 36, TOWNSHIP 2 NORTH, RANGE 8 A <br /> SEE DETAIL SEE DETAIL 5-3 55.79' FROM NW CORNER 269.17' (R1 ) I I EAST, MOUNT DIABLO BASE & MERIDIAN, <br /> III 5-4 M & PC PARCEL 12. 901 PC M 8c PM & PC 107: SAN JOAQUIN COUNTY, CALIFORNIA <br /> I 9019 FOUND 1 INCH IRON �I <br /> SEE OR I 9014 M 8c PC 40' HISTORICAL PIPE PER R1 . � PREPARED BY: <br /> 3712-0022 I I M 8c PC 9015 _1 ROW � <br /> - - - - - - - 9013 PM 8 6 FLOOD ROAD O �� KJELDSEN, SINNOCK & NEUDECK, INC. <br /> � ,_ -_- - - -� _ - - - - -w.Own-- - - = - -- - - - - - - - -- - - - -- - - - -_ - / s * CIVIL ENGINEERS 8c LAND SURVEYORS <br /> ---�J - - 544.58' 657.32' � �657.05' I 656.65' 656.25' 655.8 6' 750.40�i - <br /> N L - - - - - 488°22'43"W L35A 1800.06' (R1) L1 1 A S89°46'20"E 3431 .99' (R1 ) M 8c PC STOCKTON, CALIFORNIA SEPTEMBER, 2013 <br /> M & PC <br /> I I I 9018 5' PUBLIC M 8c PC 2: FOUND <br /> B z I I SEE SURVEYOR 9016 50' PRIVATE ROAD ROAD 1 ALUMINUM DISK B <br /> O I I � NOTE 5-3 "KALISPELL ROAD" DEDICATION L228 M & PC <br /> 11-11 u.� SEE DETAIL 5-3 S3°58'35"E 743.63' R 1 489°37'55"E 9029 <br /> U I .� - - - - EX ROW 55.79 (C) <br /> 1 00 0 Ln J M & PC 106: FOUND <br /> Ln Ln L � I oo / - 604.74 FROM SW <br /> L i I I v o co � Ln 0 � � 3/4 INCH REBAR. - -CL- <br /> � N N � / N rn CORNER PARCEL 11 <br /> N O � � N N Q6 In � O I 2 5' f TO M & PC 16 L�V6- <br /> L-Li <br /> � u� co Ln v) Ln L2 2 7� Ow 00 � W o00 � � � �`J � � � I N � w N r- w co � w I �___�PL- <br /> N S4°1 1 35 E 51 1 .08 (R 1 ) <br /> J 551 .28' FROM <br /> FINE ROAD I o o 10 �; J Q - , <br /> Jv o -j JQ Q JQ W JQ � Q � JQ 5 M Bc PC <br /> EXISTING ROW I I N W Q W Q W W 'n W `n 0 I m W W W NE CORNER PARCEL <br /> 0 0 0 U o o o U 0 !� o o M 8c PC 105: FOUND 9030 <br /> C I U �n � C) --t z U 0 z o o / U o z o U 0 r U O `� U ALUMINUM DISK N88°24'24"E 22 TO M 8c PC 1 6 C <br /> ,n o 0 o o / SOUTH LINE , <br /> o z Of o Ln r� <br /> 00 Q 0° z Q °? Ln Q o N Q o Q o 00 Q o Q o `n Q o `n Q cv L226 OF DEDICATION 71 .83 (C) M 8c PC 1 6 <br /> 0 � � � � o �- � o � � N � � No I z � � o � � o � �n / 1---' ° N N <br /> N 0 / z z 1 1 S 10 24 35 E 381 .95' (R 1 ) <br /> __j <br /> / <br /> 1 0 m No 1 SEE DETAIL 5-1 DETAIL 5-3 DETAIL 5-2 <br /> z a� 0 0' <br /> /SECTION <br /> -i m ,m / > <br /> SECTION 24 1 L222 SCALE: 1 = 50 SCALE: 1 = 50 <br /> III N M & PC / M & PC 9021 S 10°26'1 1 "E 432.01 ' (R 1 ) <br /> 9033 / I 8c PC 50 PRIVATE ROAD SET WITNESS 1 <br /> SE 1 SW 1 4 M 9023 M 8c PC 100: FOUND <br /> BOZEMAN ROAD MONUMENT <br /> M & PC 228.05' ALUMINUM DISK <br /> ( 67.41 ' 101 .35' M 8c PC SEE DETAIL ' <br /> I M 8c PC 5 2 9025 I / / M 8c PC 104: <br /> D <br /> jj <br /> I9035 M & PC M 8c PC 9031 - M 8c PC 195.06' M 8c PC 9020 PC L221 FOUND 1 1/4D <br /> 9034 9032 9028 9024 260.56 S 1°42 1 1 E 458.91 (R 1 ) INCH IRON <br /> M 8c PC I 657.40' , • I . 1657:08' 656.68' 656.29' ' + r PIPE PER R1 . <br /> 657.48 657.32 655.89 986.45 RS 10-162 L2259037 ... ... .. ... ...' 623.61 ' 623.38' -634.26'-1 �� 623.21 ' 623.29' ,623.38' 623.46' 623.55' 4 2.80' 26"W623.85 42.80' (R1 )�, <br /> L9041 S88°24'24"W 2576.93' (R1) - - J M 8c PC L10 N89°37'55"W 3668.18' (R1 ) <br /> cco I I I 50.00 I M & PC 15: FOUND <br /> M & PC I 9026 ALUMINUM DISK AT 1/4 <br /> w I I I 9036 SEE SURVEYOR M 8c PC 16: FOUND M & PC / / M 8c P ^ I SECTION CORNER. <br /> cn <br /> NOTE 5-3 m toALUMINUM DISK AT 9027 9022 M 8c PC 103: <br /> w 1I 60 EXISTINGSECTION CORNER. 50 PRIVATE ROAD / FOUND z <br /> v ,v c� m RS 12-153 <br /> w o- 1 ROAD ROW o BOZEMAN ROAD 161 .59 ALUMINUM DISK ,��, 0 <br /> cn �- / CO <br /> E I 0 0 v u 0 / � No 0 u � Q0 I 1 0 0 <br /> FINE ROAD � '�? "' �- '-' o � � � L2 2 4 j <br /> / Ln 0 � .� M & PC 81 : S 10'20'39 E <br /> EXISTING ROW I d- � 0 Ln � 0 0 500 0 500 <br /> G) co ( rn co I N '� FOUND 1 1/4 120.13' (R1 ) �. <br /> Cc) c N LO N � � 0 r) N � o/ r' cn Ocn N Ocn � 00cn � cn a? I INCH PIPE 1 <br /> Nw � Nw � Nw Nw � Nw NW Nw w 1 <br /> II � co � N N � � N � ry N � l c PER R1 . > <br /> N N 0 U � U N U U U U C� N U U 1 = 500 M & PC 102 <br /> 1 1 -IQ � JQ � -JQ JQ JQ -JQ JQ !n -IQ -� Q LJQ N <br /> W W � W W / W W W W W FOUND 1 1/4 <br /> 00 ,n U 00 `n U 00 °° °° U °° N °° `� °° °° co ' M 8c P C INCH I R 0 N PIP E <br /> -A <br /> z Q0 U � ° ° <br /> � U � U � o U 0 LnU � U n U � � � M & PC 9075 L9071 8078 PER R1 . <br /> z z Ln I NO2'1 ,3'1 7"W <br /> 0 I Qr z Q � Q � Ln Q � N Q � N Q � Q � Q � N Q � cv Q � M 8c PC 10' S <br /> `n '� o '� � `� o '� o/ `� o '� �- o o �- '� N ^ I 9 0 7 6 10.0 0' (C) - - --� <br /> �-- l 0 0 0 z z z o 0 z z o .-.-.-.__ L223 <br /> 00 co T <br /> Q M 8c P C N 8 0 3 6 41 E 1 <br /> Ll_I 1 o / 7 � �_ o' I L9069 N88°22'43"E L9070 9077 28.49' (R1 ) 1 <br /> cn J SECTION 2 5 J J SECTION 3 0 0 J -' -' � I 622.37' (C) N88022'43"E <br /> / HIGH VOLTAGE POWERLINE 00 ° , <br /> / t L9068 N43 1 2 49 E 1 13.08 (C) M & PC 101 . <br /> NE 1 / NOTEM5N 1. SEE SURVEYOR NW <br /> 1 /4 <br /> i ( ) N FOUND 1 1/4 1 <br /> 50.57 C <br /> / 1 I M 8c PC 9012 INCH IRON PIPE 1 <br /> III / M & PC I DETAIL 5-4 PER R 1 . <br /> � 9043 I N <br /> II I _ <br /> L33A N88°29'56"E 2576.79' (R1) L9 N89°39'54"W 3646.01 ' (R1) » <br /> SCALE: 1 - 100 <br /> 2 3.84' 623.60' /� 623.37'' /� 612 01 ' =29 1 4' 623 21 ' 623 29' 623 37' 623 46' 623 5=D Q <br /> G - - <br /> i <br /> M 8c PC M 8c PC 19: FOUND M P Q DETAIL 5-1 <br /> M & PC M & PC 9042 ALUMINUM DISK AT M �c PC C M 8c PC M 8c PC RS 35-141 SCALE: 1" = 50' <br /> M 8c PC 9045 <br /> 9039 9040 M & PC 1/4 SECTION CORNER. 9044 9046 9047 SECTION 3 0 <br /> 9038 7 <br /> 11 9041 SECTION `J 0 PC 18: SECTION SECTION 29 <br /> SECTION 25 93.97 FROM SW CORNER � SE 1 <br /> 1 1 PARCEL 22 TO M & PC 19 CORNER 1 FROM <br /> BEARING N88°29'56"E SW 1 /4 FOUND WITNESS RS 14-77 <br /> MONUMENT PER R1 . SHEET 5 OF 11 <br /> SE 1 /4 <br /> 1 2 3 4 5 6 7 8 9 10 11 <br />
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