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<br /> CNDR-PID AH8914 _(BASIS OF 11F GR I'D 262143-01CMBB PID AJ7933
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<br /> 36 PAGE 22.
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<br /> � 1 O 1 REBAR PER R 13 I � - - -'- - PM 3- I � I I
<br /> c-I ° (R) N89°51 '26"W 496.03' (N8 "42'30"E 496.00')R2 FOUND 3/4" REBAR
<br /> N N89 40 00 W 793.93 (N89 52 30 E)R13 i L10
<br /> 185.38' (185.43' R13 (185.43 )R13 (200.00')R13 (223.24')R13 �, - L11 APN• 198-' 100-' 10 N (275.00')R2 00
<br /> (221 .00 )R2 N I NO REC. 1
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<br /> 185. 199.94 223.20' �' 1 (S89°42'30"W 387.27')R14 %
<br /> (288.70 )R7
<br /> » �- L23 N89°5? '26"W 387.82' FOUND 3/4" REBAR FOUND 3 4" REBAR
<br /> 1--l-L29 288.7?
<br /> o N (N89 51 35 E 1147.93 )R4,R5 N -� PER R14 NO2°00'55"W 0.21 ' FCP
<br /> (N89°52'E 1147.85')R9 N89°40'00"W 1148.03' `r r� N89 51 26 W 2649.50 _ _ _ - 0 --
<br /> `� NO REC. SEE DETAIL HEREON
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<br /> N LOUISE L31 AVENUE
<br /> N INST. N0. 91014479
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<br /> _.-- ° 448.98' n N89°51 '26"W 423.41 '
<br /> � N89 40 00 W 152.86 (449.07 )R4 J 6`
<br /> 358.33' (1512.77')R4�, �� 844.00' (844.00')R 16 L d
<br /> _ (358.22')R5 FOUND 3/4" N89040'00"W 601.84' D L9 L? FOUND 2 1/2" BRASS DISK WITH SECTION LINE N89°51 '26"W (N89°42'30")R16 cv FOUL 3/4" _
<br /> (!) FOUND 1/2" o J IRON PIPE (N89°51 '35"E)R4 1 •-� w� COUNTY TAG, IN WELL, SECTION I
<br /> REBAR, NO REC. o OPEN, PER R4 FOUND 3/4" 60' w CORNER SECTIONS 26,25,35,36 I APN• - REBAR ,� (!)
<br /> •1 g$ 1 60 0 2 S02 06 39 E I
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<br /> OPEN, AS SHOWN a 30 30' to 1 I PARCEL A PER7R 15CP Lit
<br /> APN: 198- 140- 15 ra co ON R4 ° APN.198-160-01 R.S. 26-96 (/)
<br /> R.S. 31 - 100 N NN �i
<br /> R.S. 30- 144 °' APN: 198- 140- i 3 Z Z o zi PARCEL B
<br /> I J _v) R.S. 26-96 I
<br /> a" SECTION LINE I
<br /> T. I S. R. 6 E.
<br /> I T. 9 S. R. 6 E.
<br /> SEC 3 5 W
<br /> Lr) f SSC fi
<br /> Wcv to-`r LINE DATA TABLE
<br /> a N Q0 NO. BEARING LENGTH RECORD FOUND N
<br /> 14
<br /> N L8 NO2°06'39"W 70.76' NOREC.REBAR
<br /> N 3t L9 N87°53'21"E 30.00' NORTH 0.21 ' FCP N FOUND
<br /> Z . 1 N 3 L10 N87°59'51"E 42.00' WEST 0.04' FCP `� 3/4" REBAR
<br /> cDL?1 N87 59'51"E 30.00' NO REC.
<br /> LEGEND L12 NO2 00'09"W 68.39'
<br /> APN ASSESSORS PARCEL NUMBER RECORD REFERENCES Z v N° °
<br /> L13 N02000'09"W 73.75' N11°52'56"W
<br /> '
<br /> INST. NO. INSTR(ANENT NICER � z z
<br /> L15 N87°53 21.,E 30.00 0.22 L29
<br /> O.R. OFFICIAL RECORD RI RECORD OF SUYVEY, BOOK 36, PAGE 147 L21 NOO°50'37"E 12.00'
<br /> R2 PARCEL MAPS, BOOK 23, PAGE 42 FOUND 1 1/2" IRON N00 22'30'E 12.00' R 13
<br /> M. do P. MAPS AND PLATS P I PE I N WELLNOT TO SCALE
<br /> PM PARCEL MAP R3 MAPS AND PLA TS, BOOK 3O, PAGE 79 L22 N44 09'56"E 41 .55'
<br /> R4 RECORD OF SURVEY, BOOK 31, PAGE 100 NO TAG, PER N43°42'31"E (41 .55') R13
<br /> R.S. RECORD OF SURVEY R4,R5, & R6 AT ° , ., DETAIL
<br /> (• . .) RECORD DATA R5 RECORD OF StRVEY, BOOK 30, PAGE 144 1/4 SEC. CORNER L23 N89 51 26 W 50.50
<br /> FOP FROM CALCULATED POSITION R6 PARCEL MAPS, BOOK 15, PAGE 172 S89°52'S8"W 50.50' R19
<br /> R7 PARCEL MAPS, BOOK 11, PAGE 137 L27 NO2 00'21 'W 24.02'
<br /> TIE TIE AT RIGHT ANGLE TO MEASURED CENTER L IAE R8 PARCEL MAPS BOOK 11, PAGE 12 NO2°25'09"W 24.02' R2
<br /> NO REC. NO RECORD R9 RECORD OF SURVEY BOOK 27 PAGE 108 L28 NO2°00'55"W 24.02' 100 0 100 200 300
<br /> RECORD RIGHT-OF-WA Y (NO2°25'09"W (24.02') R2
<br /> CENTERL INE R10 RECORD OF SU T VEY, BOOK 27, PAGE 65 L29 N89651 '26"W 72.78'
<br /> R11 RECORD OF SURVEY, BOOK 14, PAGE 3 N89 42'30"W 73.00' R11 SCALE: 1 "= 100'
<br /> TIE R12 RECORD OF S(RVEY BOOK 12 PAGE 52
<br /> RECORD PROPERTY LINE R 13 PARCEL MAPS, BOOK 11, PAGE 116 L30 N45°53' 19"W 43.32'
<br /> BRASS DISK (N46021 '4 0"W (43.32' R4
<br /> R14 PARCEL MAPS, BOOK 3, PAGE 101 L31 NO2°06'39"W 12.01 '
<br /> REBAR (SIZE AS NOTED) R15 RECORD OF S(RVEY' BOOK 31, PAGE 48 NO2 37' 10 E 12.01 ') R16 RECORD OF SURVEY
<br /> 0 RAILROAD SPIKE R16 INSTRUMENT, 91014479 L38 NO2°06'39"W 69.69'
<br /> © IRON PIPE (TAGGED AIS SIZE AS NOTED) R17 INSTRUMENT, 98139791 CITY OF LATHROP
<br /> R18 PARCEL MAPS, BOOK 5, PAGE 188
<br /> � CONTINUOUS OPERATING REFERENCE STATIONS R19 INSTRUMENT, 99062843 NOTES CURVE DATA TABLE COUNTY OF SAN JOA QU I N
<br /> PLANNING ■ DESIGN ■ CONSTRUCTION 1) DIMENSIONS SHOWN IERE01V ARE MEASURED UALESS INDICATED OTHERWISE. NO. DELTA RADIUS LENGTH RECORD STATE OF CALIFORNIA
<br /> 2) DIMENSIONS SHOWN IN PARENTAESIS ARE PER THE RECORD REFERENCE Cl 87'51 '05" 41 .00' 62.87' ALONG THE SECTION LINES OF
<br /> INDICATED. 87°51 ' 15" 41 .00' 62.87' R19 SECTIONS 26 AND 35, 26 AND 25, 25 AND 36, 35 AND 36
<br /> 2101 ARENA BOULEVARD SUITE 250 C2 92°15' 13" 37.00' 59.57' TOWNSHIP 1 SOUTH, RANGE 6 EAST, M.D.B.& M.
<br /> � � � � 3) SEE SHEET l FOR SHEET LAYOUT, VICINITY MAP Alm BASIS OF 92°?9'40" 37.00' S9.62' R 17
<br /> SACRAMENTO, CA 95834-2303 BEARINGS.
<br /> CONSULTING 916.928.1113 ■ FAX 916.928.1117 ■ www.RBF.com SHEET 3 OF 4
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