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V")3 SqN <br />L24 aoq�� �EFr 9q <br />N A`SO IC O�OF SAN <br />C?S RIVER qs Hqt£SQ�v R4rR <br />N � <br />\ r.OFF� <br />\v \ <br />\ R.S. 20-33 <br />OLD CHANNEL OF <br />SAN JOAQUIN RIVER R. S. 35-59 / <br />LEFT BANK OF SAN <br />5�19 C1p JOAQUIN RIVER <br />O <br />/IV/ <br />OLD CHANNEL OF �\ <br /><�O I SAN JOAQUIN RIVER <br />I /v <br />N <br />EX. CROWN OF LEVEE (E) <br />L17 DOC. <br />\ n 2020-150649 9,29+ AC TO TRAVERSE LINE <br />0.95+ AC FROM TRAVERSE LINE TO LEFT BANK <br />L14 '� <br />10.24± TOTAL ACREAGE <br />N88 -11-48"E 43.27'(M)(F) 42.9'(E) <br />O.R. 3618-139 <br />w <br />in <br />R.S. 9-36 <br />W* <br />N <br />u- <br />002 002 <br />z^ <br />N <br />n <br />N <br />\ \ \ \ R.S. 20-189 R.S. 35-59 <br />`CS \ <br />�EX. 20'—WIDE R.O.W. (E)(G) <br />EX. 20'—WIDE R.O.W. (E)(G) <br />R.S. 9-36 <br />O.R. 2639-6 <br />1�\ <br />0000 59 <br />LINE TABLE <br />(M)(F) <br /># <br />BEARING <br />LENGTH <br />L1 <br />N27'56'31 "W <br />36.00' <br />L2 <br />N2756'31 "W <br />146.00' <br />L3 <br />N 27'56' 31 "W <br />182.00' <br />L4 <br />N14'44'57"E <br />470.41' <br />L5 <br />N23'31'29"E <br />394.12' <br />L6 <br />N88'1 1'48"E <br />88.27' <br />L7 <br />N88'11'48"E <br />45.00' <br />L8 <br />S14'57'28"W <br />250.40' <br />L9 <br />Sl 9'21'00"E <br />130.00' <br />L10 <br />S19'02'00"W <br />100.00' <br />L11 <br />S39'02'00"W <br />200.00' <br />L12 <br />S25'49'44"W <br />187.73' <br />L13 <br />S63'32'17"W <br />292.00' <br />LINE TABLE <br />(M)(C) <br /># <br />BEARING <br />LENGTH <br />L14 <br />Sl *07'27"W <br />32.20' <br />L15 <br />S33'09'27"W <br />210.00' <br />L16 <br />S62'49'27"W <br />130.00' <br />LINE TABLE <br />(M) <br /># <br />BEARING <br />LENGTH <br />L17 <br />N4'21'07"E <br />20.67' <br />L18 <br />N33'09'18"E <br />88.40' <br />1-19 <br />N39'18'27"E <br />90.43' <br />L20 <br />N58'2436"E <br />115.15' <br />L21 <br />N71'36270E <br />221.85' <br />L22 <br />S71'59'27'W <br />274.08' <br />L23 <br />N30'13'380E <br />51.69' <br />L24 <br />N24'06'43"E <br />12.18' <br />L25 <br />S28'55'58"W <br />222.75' <br />L26 <br />S31'15'30"W <br />157.27' <br />qt 40or 5q <br />P <br />RECORD OF SURVEY- <br />REFERENCES: <br />APORTION OF THE SOUTH HALF OF SECTION 21, TOWNSHIP <br />1 NORTH, RANGE 6 EAST, MOUNT DIABLO BASE & <br />(A) <br />P.M. <br />18-99 <br />MERIDIAN, SAN JOAQUIN COUNTY, CALIFORNIA <br />(B) <br />(C) <br />P.M. <br />R.S. <br />22-1 <br />9-36 <br />FOR: CARLENE & CHASITY CHANDLER <br />(D) <br />R.S. <br />20-33 <br />(E) <br />R.S. <br />20-189 <br />WON G ENGINEERS, INC. <br />(F) <br />R.S. <br />35-59 <br />MONUMENTS SET:PLANNING <br />ENGINEERING SURVEYING <br />(G) <br />DOC. <br />2020-174252 <br />IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED <br />0' 80' 160' <br />O'4578 <br />FEATHER RIVER DRIVE, SUITE A <br />L.S. 7600 AT POINTS SHOWN THUS 0 UNLESS <br />STOCKTON, CALIFORNIA <br />OTHERWISE NOTED. <br />(209)476-0011 <br />1" = 80JULY 2021 SHEET 2 OF 2 <br />(D.D. SHEET NO. 30 do 34) <br />qt 40or 5q <br />P <br />