SOUTHERN PACIFIC TRANSPORTATION CO.
<br /> STATION MAP, LATHROP '
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<br /> STA 2776+00 TO 2732+00
<br /> APN:198--010-45 �
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<br /> IUL ` i`'- Z a to to f to ` t� I 0. t� r, , -� ?2 IRREVOCABLE OFFER TO o° ;� o d' N Z t�1 (j) �
<br /> m I I 'Q i i I •• 84' DEDICATE PER TRACT 2235 o 0 0 0 0 0 a.
<br /> FOUND 1/4 SECTION CORNER tr) O J
<br /> Q Q 77 T Z 42p 42' M&P 30-79 Z Z z z Z Z0-1
<br /> { OF SECTIONS ONS 26 & 35. A � tp Z I z , ` c 4 CD I a. I 'ld % - 40' Z
<br /> Q I 3/4" IRON PIPE IN WELL I i r r 1 "�C – L17 N89°5 20' Q _
<br /> U Ix � 0. 0. ( 2 00 E 423.59 }R3 20 0)
<br /> WITH PP LS 5122 PER R1 r 'Q 'Q ,Q L15 N89 40 00 W 423.37'—
<br /> /W
<br /> 23.37 N
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<br /> FOUND 3/4" IRON PIPE IN ao L40 L39 200.01 '
<br /> LOUISE N89°41 '00"W 890.66')R1, (N89052 00 E)R3 J WELL WITH PP LS 5122 PER R1 ;n L19 L20 N89°40'00"W
<br /> �- – – – – –(N89°52'�R 10 R 18 N89°40'00"W 890.65'_ _ _ AVENUE 584.88' - `n o L42 L44 L35 N89 40 00 W cv W
<br /> .r– '� 1148.03'- o _ _ W
<br /> N89°31 '37"W N89°31 '37"W NO2°29'09"W 30.04' �'-- N89°40'00"W 604.88' – w
<br /> 0 0
<br /> 59.77' 860.55' ° N89 41 00 W R1 N89 52 00 E R3 605. 10 R1 R3 r7 L43 L41 0 cv co cv x
<br /> (S89032'30"E)R1 (N89058'58"W 861.72')R33 N89 40 00 W 1373.78 26 d `r
<br /> (959.81 ')R? (S89°32'30"E 860.54')R1 LSECTION LINE (S89°52'W 1373.78')R12 L16 L37 L36 L24 L25 N89°40'00"W W
<br /> I , FOUND 1" BOLT 70 L�1
<br /> FOUND 3/4" IRON PIPE R.S. 12-52 PER R3. SEE401130' w 35.22'
<br /> IN WELL WITH PP LS DETAIL HEREON. - (358.22 )R5
<br /> APN:) 98—�140-�) S �o wI
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<br /> FOUND 3/4" IRON PIPE 5122 PER R 1 �--�CENTERLINE OF EXISTING ROAD NOT OF RECORD I w 00 � � o
<br /> IN WELL WITH PP LS w �5122 PER R1N o
<br /> o� N � � N Z APN:198- 140- 15
<br /> LEGEND N 0
<br /> I o; o Z o 00 o R.S. 30-� 144
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<br /> APN 11�
<br /> ASSESSORS PARCEL lMBER T. 1 S. R. � �
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<br /> INST. NO. INSTRtMENT N(�ER 1 –
<br /> O.R. OFFICIAL RECORD
<br /> s� O
<br /> M. dC P. MAPS AND PLATS OW
<br /> PM PARCEL MAP SOUTHERN PACIFIC TRANSPORTATION CO. _
<br /> R.S. RECORD OF SURVEY STATION MAP, LATHROP
<br /> (... RECORD DATA STA 2776+00 TO 2732+00
<br /> FCP FROM CALCULATED POSITION I APN:196--010-r26 SOUTHERN PACIFIC TRANSPORTATION CO.
<br /> PP PLASTIC PLUG = STATION MAP, LATHROP
<br /> REC. RECORDI_-W Z W ,! SEE NOTE 6 HEREON
<br /> TIE TIE AT RIGHT ANGLE TO ACASURED CENTER L IIS �-W w NORTHH 10.01' FCP R3 _�juj o STA 2776+00 T o 2732+00
<br /> RECORD RIGHT-OF-WAY - EAST 0.17' FCP ? Z
<br /> � APN:196-0 10-27
<br /> – CENTERLINE � 584.88' CO)
<br /> !6
<br /> TIE N8940 0o W LOUISE AVENUE
<br /> SOUTHERN PACIFIC TRANSPORTATION CO, SEE NOTE 4 HEREON
<br /> RECORD PROPERTY LINE �`'L35 t 148.03' �
<br /> O BRASS DISK STATION MAP, LATHROP
<br /> 604.88' -:9
<br /> RESAR (SIZE AS NOTED) STA 2776+00 TO 2732+00 n
<br /> FOUND 3/4" IRON PIPE IN WELL CENTERLINE OF HOWLAND ROAD F-
<br /> RA ILROAD SPIKE WITH PP LS 5122 PER R 1 lo ESTABL I SHED HOLDING RECORD LINE DATA TABLE APN:196-010-25 �,
<br /> ISTANCES FROM RAILROAD
<br /> © IRON PIPE (TAGGED AN9 SIZE AS NOTED) _ ENTERLINE PER R18. NO. BEARING LENGTH RECORD „
<br /> L14 NOO°20'00"E 75.00'
<br /> RECORD REFERENCES L15 N89040'00"W 42.00'
<br /> N L16 N89°40'00"W 80.00'
<br /> R 1 RECORD OF SURVEY, BOOK 36, PAGE 147I ° (80.00') RI
<br /> BOOK 23 PAGE 42 TAIL NOT TO SCALE L17 N44 40 00 W 28.28
<br /> R2 PARCEL MAPS, N45°08'00"W 28.28' R3 �
<br /> R3 MAPS AND PLATS, BOOK 30, PAGE 79 L 18 NOO°50'37"E 25.00'
<br /> R4 RECORD OF SURVEY, BOOK 31, PAGE 100 N00°22'00"E (25.00') R3
<br /> R5 RECORD OF SURVEY, BOOK 30, PAGE 144 NOTES L19 N89°40'00"W 80.00'
<br /> R6 PARCEL MAPS, BOOK 15, PAGE 172 1) D I MENS I ONS SHOWN HEREON ARE MEASURED UNLESS INDICATED OTHERWISE. 80.00 R 1,R3
<br /> R7 PARCEL MAPS, BOOK 11, PAGE 137 L20 N 8 7 40'00W 80.00
<br /> R8 PARCEL MAPS, BOOK 11, PAGE 12 2) D I MENS I ONS SHOWN IN PARENTHESIS ARE PER THE RECORD REFERENCE INDICATED. (80.0o') R3
<br /> R9 RECORD OF SURVEY, BOOK 27, PAGE 108 3) SEE SHEET 1 FOR SHEET LAYOUT, VICINITY MAP AND BASIS OF BEARINGS. L21 NOOo50i37"E 12.00 100 0 100 200 300
<br /> R10 RECORD OF SURVEY, BOOK 27, PAGE 65 NOO 22 30 E 12.00 R 13
<br /> R 11 RECORD OF SURVEY, BOOK 14, PAGE 3 L24 N89 40 OO W 50.00' j
<br /> 4) FIELD MEASUREMENTS OF TRACK WERE USED TO DETERMINE CENTERLINE OF N89°51 '35"E 50.00' R4
<br /> R12 RECORD OF SURVEY, BOOK 12, PAGE 52 RAILROAD RIGHT OF WAY, THEN OFFSETTING CENTERLINE RECORD DISTANCES PER ° SCALE: 1 "- 100'
<br /> L25 N89 40 00 W 50.00
<br /> R 13 PARCEL MAPS, BOOK 11, PAGE 116 RI AND RIB TO ESTABLISHED RAILROAD RIGHT OF WAY. (NB9°51 '35"E) (50.00') R4
<br /> R14 PARCEL MAPS, BOOK 3, PAGE 101 L26 N00°50'37"E 12.00'
<br /> R15 RECORD OF SURVEY, BOOK 31, PAGE 48 5) SEVENTH STREET RIGHT OF WAY ESTABLISHED BY OFFSETTING ESTABLISHED L35 N89 40'00"W 20.00'
<br /> R16 INSTRUWENT, 91014479 RAILROAD RIGHT OF WAY L I NES RECORD DISTANCES PER R 1 . N89°41 '00'W 20.00' RI
<br /> RECORD OF SURVEY
<br /> R17 PARCEL NT,
<br /> 9 BOOK
<br /> 51 6) HOWLAND ROAD RIGHT OF WAY ESTABLISHED BY OFFSETTING ESTABLISHED L36 N89009'23"W 30.00' CITY OF LATHROP
<br /> R 18 PARCEL MAPS, BOOK 5, PAGE 188 RAILROAD RIGHT OF WAY RECORD DISTANCES STANCES PER RIB.. L37 N89 09 23 W 40.00
<br /> R19 INSTR( lENT, 99062843 L39 N89009'23"W 20.00' COUNTY OF SAN JOAQUIN
<br /> PLANNING ■ DESIGN ■ CONSTRUCTIONL40 N89°09'23"W 20.00' STATE OF CALIFORNIA
<br /> L41 N00050'37"E 29.73'
<br /> L42 N00050'37"E 29.82' ALONG THE SECTION LINES OF
<br /> ftEF L43 N00050'37"E 30.36' SECTIONS 26 AND 35, 26 AND 25, 25 AND 36, 35 AND 36
<br /> 2101 ARENA BOULEVARD, SUiTE 250 L44 NOO 50'37 E 30. 18' TOWNSHIP 1 SOUTH, RANGE 6 EAST, M.D.B.& M.
<br /> SACRAMENTO, CA 95834-2303
<br /> CONSULTING 916.928.1113■ FAX 916.928.1117 ■ www.RBF.com SHEET 2 OF 4
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