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SEE ABOVE <br />`4a <br />FND MON (R2)- <br />SEE SHEET 2 <br />I <br />1331.5_9' SHEET 2 �o <br />A, 60'20'18"W 0.94' S88'57'36"E 1851.60' (T) <br />,' I <br />� (N88°57'44"E R1) I ,� <br />520.01' 2-1-�- I22 <br />-1/4 CORNER COMMON TO (N88°57 31 E R4) I S00'19'21"W--� <br />SECTIONS 21 & 28 %%145.16 <br />\ NO°37'32_"E 495.90' M -M (S00°18'41"W <br />144.91 R1) <br />\ U.S.-R,R. DEL.-rL\ N1Ej\LD0 rA PARCEL TWO <br />061 aFt zoa ��Q6ti.29 <br />D.N. 2015-055951 s02'02'42"w <br />\ 7S Ss• 39.43± ACRES o "W Rl) <br />�,sos\ c32 -10I 1 (soz°02'02"w R1)� <br />R1� I <br />R=800.00' <br />\ O <br />�0,00 <br />60-_ D=24°12'44" <br />'I yyPPROMONTORY~/ L=338.07 M -M <br />\ q4/4 FND IP, NO TAG, NRMJ/� `�'_ST (FUTURE) S65°09'44"E (R) <br />\. �Q SEE DETAIL F o f S02'05'56"W 325.73' <br />OT'9 SHEET 2 �'R\ I I (SO2°05'16"W Rt)--� <br />502'18'28"E 299.46' <br />\ C9/yi� FND MON (R2) \ (S02°19'08"E R1)� <br />SEE DETAIL E. <br />\ SHEET 2 \ ,`------400.95'-J <br />N18'20'46"W 219.79' <br />\(N18°59'W 221.40' R2221.40 R2 R3) ■`- <br />\ FND MON (R2)�h S88'50'08"E� <br />SEE DETAIL D \ % 420.00' M -M <br />SHEET 2 R=250.00' <br />D=113°40'24" <br />\ L=495.99' M -M <br />2� SRO\`99> <br />�' <br />\ Oa��Toc\S2 <br />o <br />S <br />``� <br />\\ FND IP (R3)� <br />SEE DETAIL C <br />NORTH <br />SHEET 2 <br />0 150' 300' 600' \ <br />Scale 1" = 300' <br />SANDSTONE MON AT 1/4 CORNER <br />PER R1, SNF (PK & SHINER R3) <br />HELD LOCATION PER R5 <br />NO°19'47"E 2.640.87'(85) <br />(NO°19'07"E 2640.84' R1) <br />28 27 (N88°47'01"W 2643.56' R1) <br />N88°46'13"W 2643.64' (R5) <br />33 34 <br />SCHULTE R0, <br />FND 3/4" IRON PIN <br />IN MW AT SECTION <br />CORNER PER R5 <br />SEE SHEET 3 <br />r <br />Q <br />Y <br />Q <br />d <br />W <br />U') <br />ce <br />O <br />2 <br />Z <br />O <br />Ckf <br />(N88°50'25"W 2645.18' R1) 27 26 <br />N88°49'37"W 2645.07' (R5) A <br />FND 2"BD IN MW <br />AT 1/4 CORNER <br />PER R1 <br />180.15' <br />(180.50' R3) <br />FND 3/4" IRON PN IN MW AT <br />SECTION CORNER PER R5 <br />MON #2043 PER R6 <br />NORTHING 2,086,879.39 <br />EASTING 6,268,656.57 <br />FND 2" BD IN MW AT- <br />% SECTION COR. PER R1 R4 R5 <br />DESTROYED BY CONSTRUCTION <br />RESET BD IN MW "LS 6627" <br />AT RECORD LOCATION PER R5 <br />FND 2"BD IN MW PER R3 <br />I (AXLE PER R18) <br />I <br />I Q <br />N <br />N O <br />¢Z or_ <br />w _7? r✓ Q <br />N W a <br />Q N Z <br />o O <br />z z <br />I v <br />I <br />8°50'08"W 19.05' r7 <br />LO <br />a„� I <br />z I � <br />S88°50'08"E 1082.88' M -M w <br />W <br />N <br />(T) 1/4 TO SEC. COR. <br />NO°19'21"E 2640.15' (R5) N <br />(NO°15411 2640.12' R1) <br />(90°20'E 2640.16' R3) <br />S00'34'55"E 300.47' <br />(S00°35'35"E R1) <br />SO4'28'06"E 98.69' <br />(SO4°28'461 R1) <br />S0019'21"W 219.90' <br />(S00°18'41"W 219.87' Rt) <br />43°44'54"W 43.13' <br />N43°43'55"W 43.15 R1) <br />2"BD IN MW PER R3, SNF <br />(SANDSTONE ROCK w'CROSS PER R18) <br />SANDSTONE MON AT 1/4 CORNER <br />PER R1, SNF (PK & SHINER R3) <br />HELD LOCATION PER R5 <br />1 41 � 3 9 F 61 <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS SOUTH 89' 05' 42" <br />EAST, BETWEEN MON #2043 AND MON #2044, AS SHOWN ON THAT <br />RECORD OF SURVEY FOR "GEODETIC CONTROL NETWORK FOR CITY OF <br />TRACY', FILED IN BOOK 36 OF SURVEYS AT PAGE 118, SAN JOAQUIN <br />COUNTY RECORDS, CALIFORNIA. ALL DISTANCES SHOWN HEREON ARE <br />IN GROUND DISTANCES TO COMPARE WITH RECORD MAP DATA. <br />LEGEND: <br />= BRASS DISC <br />----------- <br />= CENTER LINE <br />BOUNDARY OF SUBJECT PROPERTY <br />= CORNER <br />D.N. <br />SECTION LINES <br />- <br />- - <br />- - - OTHER LINES OF POSSESSION <br />BOOK <br />- <br />_- <br />- - MONUMENT LINES <br />PAGE <br />62 <br />DIMENSION / TE LINES <br />G <br />FOUND <br />STANDARD MONUMENT WELL, AS NOTED <br />A <br />FOUND <br />USBR 5"d. CONC MON W/ 1/2" ROD PER (R2) <br />• <br />FOUND <br />3/4" IP W/ CAP; RCE 32158 PER (R3), OR AS NOTED <br />• <br />FOUND <br />NON -RECORD MONUMENT, AS NOTED <br />■ <br />FOUND <br />5/8" ROD W/ HEX CAP (NRM) <br />X <br />FOUND <br />1/2" REBAR NO TAG (NRM) <br />O <br />SET BRASS DISC IN STANDARD MONUMENT WELL "LS 6627" <br />IID <br />SET BRASS DISC IN CONCRETE ISLAND "LS 6627" <br />NOTES: <br />THIS SURVEY IS BEING FILED TO CONFORM WITH THE REQUIREMENTS OF <br />SECTION 8762 OF THE PROFESSIONAL LAND SURVEYOR'S ACT. <br />ALL DISTANCES SHOWN HEREON ARE IN GROUND DISTANCES TO COMPARE <br />WITH RECORD DATA. MULTIPLY GROUND DISTANCE BY 0.99993260 TO <br />OBTAIN GRID DISTANCE. <br />ALL REFERENCES USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS <br />OTHERWISE NOTED. <br />ALL DSTANCES MEASURED, UNLESS OTHERWISE NOTED. <br />REFERENCES: <br />= BRASS DISC <br />CL <br />= CENTER LINE <br />COR <br />= CORNER <br />D.N. <br />= DOCUMENT NUMBER <br />R1 <br />RECORD OF <br />SURVEY, <br />BOOK <br />33 <br />SURVEYS <br />PAGE <br />62 <br />(1995) <br />R2 <br />U.S. BUREAU <br />OF RECLAMATION <br />NRM <br />MAPS, 214-215-295 <br />OR <br />(1947) <br />R3 <br />RECORD OF <br />SURVEY, <br />BOOK <br />32 <br />SURVEYS <br />PAGE <br />10 <br />(1991) <br />R4 <br />RECORD OF <br />SURVEY, <br />BOOK <br />37 <br />SURVEYS <br />PAGE <br />46 <br />(2009) <br />R5 <br />RECORD OF <br />SURVEY, <br />BOOK <br />39 <br />SURVEYS <br />PAGE <br />23 <br />(2017) <br />R6 <br />RECORD OF <br />SURVEY, <br />BOOK <br />36 <br />SURVEYS <br />PAGE <br />118 <br />(2007) <br />ABBREVIATIONS: <br />BD <br />= BRASS DISC <br />CL <br />= CENTER LINE <br />COR <br />= CORNER <br />D.N. <br />= DOCUMENT NUMBER <br />d. <br />= DIAMETER <br />FND <br />= FOUND <br />I.N. <br />= INSTRUMENT NUMBER <br />IP <br />= IRON PIPE <br />MON <br />= MONUMENT <br />MW <br />= MONUMENT WELL <br />NRM <br />= NON -RECORD MONUMENT <br />OR <br />= OFFICIAL RECORDS <br />R1 <br />= REFERENCE NUMBER (TYPICAL) <br />RRSP <br />= RAILROAD SPIKE <br />R&C <br />= REBAR & CAP <br />R/W <br />= RIGHT OF WAY <br />R/S <br />= RECORD OF SURVEY <br />(R) <br />= RADIAL BEARING <br />SNF <br />= SEARCHED, NOT FOUND <br />(T) <br />= TOTAL <br />USBR <br />= UNITED STATES BUREAU OF RECLAMATIONS <br />SURVEYOR'S STATEMENT: <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN <br />CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE <br />REQUEST OF PROLOGIS, L.P. IN OCTOBER, 2018. <br />� CAN D SU <br />DATED THIS%6"-% <br />