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3-0 im
<br /> T. I S. R. f E.
<br /> ' SEC 25
<br /> 1 .
<br /> I I I
<br /> LOCATION OF FIELD MEASUREMENTS OF
<br /> I RAILROAD TRACKS (SEE NOTE 4 HEREON)
<br /> II I U-) >n
<br /> APN: 198- 100- 15 - v ^ 1 I
<br /> I I I WESTERN PACIFIC RY. CO � o
<br /> O.R. 2102-74 I �` V Uta 0
<br /> 2 74 RIGHT-OF-MAY AND I Q
<br /> PARCEL 2 TRACK MAP co (L }.. to I
<br /> I I I STA 1240+29.40 TO 1451 +49.40 O7 1 0 Q 1
<br /> 49.40 �
<br /> o
<br /> PM 23-42 PARCEL C APN:198-010-04 ;� W a >- ll ; co I
<br /> I APN: 198- 100- 19 I PM 11 - 137 I O Z OC
<br /> PARCEL B I • O -� � ,.
<br /> - _ PARCEL A I o ._. -- � N �
<br /> A PN. 19 8 10O 21 0 0; 1 + a,
<br /> N89°51 '26"W 496.03' � PM 11 - 137 PM 1 1 - 137 SEE DETAIL „A„ Z � �
<br /> -- N89°42'30"E I O
<br /> ( 496.00 )R2 FOUND 3/4 REBAR198- 100-22 I
<br /> APN. — I
<br /> (221.00 ),R2 N NO REC. ° � �� APN 19 8 100 � 8 I
<br /> IY) 221.01 -0 I N89 51 26 W 1572. 10' S89°42'30"W R7
<br /> FOUND 3/4" REBAR (288.70')R7
<br /> fc
<br /> ~` NO2°00'55"W 0.211 ' FCP L29 288'71 ' (730.40')R7 730.43' -�
<br /> 553.8? )R7 552.96 1
<br /> W NO REC. SEE DEJAIL HEREON o N89 42 30 E R8,R?5, S89 42 30 W� 2649.58 R112649.5? R7, 2649.43 R8
<br /> _ SECTION LINE _ N r� _ _ _ N89 51 2fi W 2649.50' o
<br /> INST. NO. 91014479 N - - - - - N - -I- - o - _ -
<br /> -� LOUISE AVEN E N
<br /> U
<br /> W -- 844.00' (844.00')R16
<br /> 4 / a, O
<br /> 4?1.80' 367.56' L33 463.47' / b'
<br /> � N89°51 '26"W (N89°42'30")R16 cv FOUND 3 4" (41?.80')R15 � 1 4 COR \ •
<br /> / I N89°51 '26"W 1312. ►, (901.67 )R15 / 50 50
<br /> 83 (N89 42 30 E)R?5 SEC 25 & 36
<br /> REBAR I I
<br /> APN'198- 160-02 S02°06'39"E PARCEL 1 I FOUND RR
<br /> Ute + I
<br /> SPIKE PER R11 . r
<br /> PARCEL A 0. 17 FCP R.S. 31 -4B �- FOUND 3/4" � V � in in
<br /> PER R 15 PARCEL 2 REBAR PER R 15 LL )'� .g
<br /> R.S. 2fi-9� APN: 198— ) fi0-03 APN• 198- 1 — I � I
<br /> 1 50 2 3 .1 r. 1
<br /> R S. 31 -48 . V Q
<br /> APN:198- 1 60-24 I NN Q Q o to 1
<br /> I I o o �
<br /> c � �
<br /> I LOCATION OF FIELD MEASUREMENTS OF oz ce }. Iq cnI
<br /> RAILROAD TRACKS (SEE NOTE 4 HEREON) o o
<br /> LEGEND I m T. ) S. R. 6 E. Z I
<br /> 1 1 + z
<br /> APN ASSESSORS PARCEL SER I SEC 3 6 WESTERN PACIFIC RY. CO = � o C) �
<br /> INST. NO. INSTR MENT N1�ER I " 14
<br /> + !!) I
<br /> O.R. OFFICIAL RECORD
<br /> RICHT-OF-WAY AND TRACK MAP
<br /> M. do P. MAPS AND PLATS
<br /> I STA 1240+29.40 TO 1451 +49.40 I
<br /> PM PARCEL MAP 1 APN:198-010-06
<br /> R.S. RECORD OF SURVEY I I
<br /> (•. .) RECORD DA TA
<br /> I
<br /> FCP FROM CALCULATED POSITION
<br /> I �
<br /> TIE TIE AT RIGHT ANGLE TO MEASURED CENTER L Ili
<br /> RR RAILROAD I I
<br /> RECORD RIGHT-OF-WA Y I
<br /> CENTERL INE LINE DATA TABLE I
<br /> I 1 (��
<br /> TIE I NO. BEARING LENGTH RECORD I
<br /> RECORD PROPERTY LINE I L28 NO2 00'55'W 24.02' I
<br /> (� BRASS DISKI NO2 25'09„W 24.02 R2
<br /> U U
<br /> L29 N89 51 26 W 72.78 I
<br /> � REBAR (SIZE AS NOTED) S89°42'30"W (73.00') R?1
<br /> 0 RAILROAD SPIKE L32 NO2°03'42"W 10.01 '
<br /> © IRON PIPE (TAGGED AW SIZE AS NOTED) SO2 27'29')E)' R7 NOTES
<br /> L33 N89°51 '26"W 70.00' 1) DIMENSIONS SHOWN HEREON ARE MEASURED UNLESS INDICATED OTHERWISE.
<br /> NO2003'42"W L34 NO2°03'42"W 22.02'
<br /> RECORD REFERENCES 10.01 ' S02°28'35"E R15
<br /> SEE DETAIL »B„ LSI 2) D I MENS I ONS SHOWN IN PARENTHESIS ARE PER THE RECORD REFERENCE INDICATED.
<br /> RI RECORD OF SURVEY, BOOK 36, PAGE 147 - L
<br /> R2 PARCEL MAPS, BOOK 23, PAGE 42 0 1/4 COR N04°06'32"W _..I 3) SEE SHEET 1 FOR SHEET LAYOUT, VICINITY MAP AND BASIS OF BEAR I NGS.
<br /> SEC 25 & 36 �
<br /> R3 MAPS AND PLATS, BOOK 3O, PAGE 79 FOUND RR 20.06' 49 32' H o 4) FIELD MEASUREMENTS OF TRACK WERE USED TO DETERMINE CENTERLINE OF
<br /> R4 RECORD OF SURVEY, BOOK 31, PAGE 100 SPIKE PER R11 . N89°51 '26"W Z RAILROAD RIGHT OF WAY, THEN OFFSETTING CENTERLINE RECORD DISTANCE OF 50'
<br /> R5 RECORD OF SURVEY, BOOK 3O, PAGE 144 ---N89°51 '26"W LOU I SE U EACH DIRECTION TO ESTABL I SHED RAILROAD RIGHT OF WAY.
<br /> R6 PARCEL MAPS, BOOK 15, PAGE 172
<br /> R7 PARCEL MAPS, BOOK 11, PAGE 137 / AVENUE d ` UNION PACIFIC
<br /> R8 PARCEL MAPS, BOOK 11, PAGE 12 NO2°03'42"W------•-`�N00°00'33"E o I RAILROAD CO. ( 100 0
<br /> 100 200 300
<br /> R9 RECORD OF SURVEY, BOOK 27, PAGE 108 40.03 20.00 POS I T I ON J N = RIGHT-OF-WAY `
<br /> R10 RECORD OF SURVEY, BOOK 27, PAGE 65 ESTABL I SED BY J 1 N
<br /> R 11 RECORD OF SURVEY, BOOK 14, PAGE 3 N INTERSECTION. Z W I „_ ,
<br /> R12 RECORD OF SURVEY, d
<br /> BOOK 12, PAGE 52 - I o SCALE. 1 100
<br /> R 13 PARCEL MAPS, BOOK 11, PAGE 116 tv _ FOUND Q I
<br /> R14 PARCEL MAPS, BOOK 3, PAGE 101
<br /> N 5/8" REBAR I z
<br /> R15 RECORD OF SURVEY, BOOK 31, PAGE 48 0 NORTH 0. 12' 2649.50
<br /> N N EAST 0.80 FCP �� 0'77 LOUISE
<br /> R 16 INSTRU9NENT, 91014479 RECORD OF SURVEY0
<br /> 1
<br /> R17 INSTRLIENT, 98139791
<br /> R18 PARCEL MAPS, BOOK 5, PAGE 188 • FOUND 2 1/2" I AVENUE CITY OF LATHROP
<br /> R19 INSTR WENT, 99062843 BRASSDI SECTIONS1 w 1/4 COR COUNTY OF SAN JOAQUIN
<br /> CORNER M 1^ SEC 25 & 36
<br /> PLANNING ■ DESIGN ■ CONSTRUCTION 26,25,35, AND 36 l0 to FOUND RR STATE OF CALIFORNIA
<br /> II z o SPIKE PER ALONG THE SECTION LINES OF
<br /> N f I Iz N SECTIONS 26 AND 35, 26 AND 25, 25 AND 36, 35 AND 36
<br /> 2101 ARENA BOULEVARD, SUITE 250
<br /> TOWNSHIP 1 SOUTH, RANGE 6 EAST, M.D.B.& M.SACRAMENTO, CA 95834-2303 DETAIL " NOT TO SCALE "A" DETA IL B" NOT TO SCALE
<br /> CONSULTING 916.928.1113 ■ FAX 916.928.1117 ■ www.RBF.com SHEET 4 OF 4
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