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FOURTEEN MILE SLOUGH <br /> SCALE: 1"=60' <br /> BROOKSIDE DEVELOPMENT ASSOCIATES LEVEE EASEMENT I.N. 98126012 (EXHIBIT "g') <br /> DISCHARGE 'PIP TU; 839 I.N <br /> SEENT OVER <br /> M 98052336 <br /> PEDESTRIAN LO 1838 <br /> 1839 FD. 3/4" REBAR CAPPED <br /> AND STAMPED IS 4334" o " FD. 314- REBAR CAPPED <br /> 76 61 i ON DISTRICT 2074 2 74 S43 35 09 E - - - - R.S` 30- 179- I.N. 890 - - <br /> I 40' WIDE RECLAMATI - _ ` , _ - _�-- - - -PER M.&P. 32-98 S.J.C.R. AND STAMPED "LS 4334" I - <br /> - - - - - - - -•t- - - - - - -� 28.28' � TNf <br /> R LEVEE MAINTENANCE, BUILDING RE89050 06 ` - I PER M.&P. 32-98, S.J.C.R. " 269.20' <br /> 74 45� ITH CAP STAMPED N88°35'09"W 183.31 ' N89°17'35 E <br /> ---•- �- N89°17'35"E 189.13' -- ., <br /> AND ACCESS EASEMEN9 126012 N85°23'05'E 240.73 60:6E <br /> - ,/ <br /> " R W & P. 33- TERMINATED 8Y I.N. ap 67.17' 44.27' ''� 65.00' 79.86' 59.42' 45.01' 45.00' 45.01 ' IW <br /> 13 4 REBA 38 <br /> C.O.S. P.U.E. AN Fp / M _ - - - - S85023'05 W 8.81 0 ' S 8°35'09" - -i (Z <br /> ACCESS EASEMENT "L S 4334 PER_ - 218.50' �� 65.88' 67'Og "' 0.0951 AC 40.01 ' - -, <br /> EXHIBIT A) 40.07' J 0.0756 Ac 0 3 AC J <br /> I.N. 98020709 L 202 72' �N 70 4' 65.00' 40.59'cp °' - 9' 50.00' 46°24'51"E _ - - - - - - o.o��1 Ac 0.0561 _ <br /> 65.00' SEMENT J I.N o 08576012(1 00893 AC 0904 ACJ 0.0906 AC _ _ ��77 � <br /> 37 64.07' EE Sj°20'53 E_ -�•0 - - - • Ac J 28.28' 0.0908 AC 0.1038 Ac S89 32 13 W - -N87°59'233 <br /> t482019-26"E131 u" S87�36'S3"E - X8 °14' 0.0803 Ac N - - - o _ <br /> I65.22 o.oa2� Ac 24.43 LEV o.08 � Ac _ -NS <br /> 65.22' �+ 0.93' C -' J '09"E °Q3_14 E 64; _y �,--- 90.65' 3.86Q37?181'42"_W = ��- S8 42 6838 �1 1 1 .33' 151.6 <br /> -' o.o8sa A N87°15 - - " ..r'.._,_. ---- ', 59.82' 45.00' 36.52' 45 04' <br /> 71.35' ; --� 0.0878 AC o 0.0828 Ac N 831�A 49.75' 40.90' 4.20 9.6S88°49'06"E Na 044 35 65.08' 78.60 , N <br /> • 8.51 ' <br /> M 0.0893 AC N84 56'50 E - - �39 19 �+��."- 75.45 66.30 66'34 W 65.04' 1809 <br /> 0 5'33��E - 102.06' -� A� ' 2 50.17 to - 16.08' 65.57 u�00 <br /> ci N81?- .--o 39.75 5.28 15.4 fi r 1812 1808 cV'`� 2635 2634 ?_633 2632 <br /> 124.18 - 30.58' 34.44 65.00 1813 1811 1810 - _ <br /> 65.05' 1843 1842 1841 1840 i�`�° 1814 `� Q1 <br /> _ w 58.86 .43' 1845 18� �SEMENT LINE 10' LANDWARD OF LANDSIDE Q R J J l� J 1 <br /> W a¢ 65 7 <br /> ' M 65'32 TOE OF LEVEE AS SURVEYED IN AUGUST 1998 0 <br /> in 1$48 1847 1846 , , f I_r r1 -r J /\\ r J� IN I T I��� �` J 1 <br /> �o l� J 1✓ F J J��� r1 P e �� P L r1 1 J J 2 .� <br /> ° CO--) N T _ <br /> z c v' J �� r '_ J_ �f.y '� ` D. 112-"REBAR <br /> I J J CAPPED "L.S. 43337 <br /> �'3 1849 r �`�. P L r� J J <br /> J FD. 3/4" REBAR WITH CAP STAMPED PER M. & P. <br /> o "L.S. 4334" PER M. & P„ 32-98 1837 2636 <br /> Z � � (c.o.s. <br /> CIRCLE 2687 <br /> 04 <br /> 0a), SPA MOP 1881 BROOK HOLLOW • <br /> o vi Z SITE • <br /> U <br /> 180 ! 263-1 <br /> co a - <br /> Z 3: 1822 1823 <br /> Z �v N 00 p I.N. 98052336 2688 <br /> N a -fn a6 ►� a` 18-10 3: 1315 4 <br /> Q <br /> •�It -W v �� 1869 18-18 18 9 1880 UJI 2638 <br /> CL vi or jj j 'n ori 1850 = <br /> FD. 1/2" REBAR CAPPED �to 0 <br /> OG <br /> "L.S. 4334" PER M. & P. 33-38 <br /> CD <br /> MQNUMENTS FO <br /> LEGEND. <br /> REBAR 3/4" IN DIAMETER, CAPPED AND STAMPED <br /> M. & P. MAPS AND PLATS, BOOK - PAGE, S.J.C.R. "L.S. 4334" SHOWN THUS: <br /> ;►� I.N. INSTRUMENT NUMBER, S.J.C.R. PER M. 8 P. 33-37, UNLESS OTHERWISE NOTED. <br /> ca <br /> 0.R. OFFICIAL RECORD, S.J.C.R. <br /> FD. FOUND ON THIS SURVEY <br /> P.U.E. PUBLIC UTILITY EASEMENT <br /> z S.J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> S.F.N. SEARCHED, FOUND NOTHING <br /> FOUND 3/4" L PIN TAGGED RCE 8189 PER RS 30-179 <br /> R.S. RECORD OF SURVEY, S.J.C.R. <br /> BDA BROOKSIDE DEVELOPMENT ASSOCIATES <br /> N <br /> ltd <br /> BASIS DF BEAR1pL�Z� o <br /> FD. 3/4" IRON PIN <br /> CAPPED & STAMPED A LINE BETWEEN CITY OF STOCKTON SURVEY MONUMENTS NO. 12N-1 RECORD OF SURVEY <br /> "L.S. 4334", C.O.S. 12N-1, AND 12N-2, WHICH BEARS N 03' 27' 58"E AS CALCULATED FROM RECORD <br /> PER R.S. 33-20, S.J.C.R. OF SURVEYES FILED IN BOOK 33 OF SURVEYS <br /> X=6311243.918 AT PAGE 20, S.J.C.R. DISTANCES ARE GROUND LEVEL DISTANCES AND MUST BEING A PORTION OF SECTION 30, <br /> Y=2180899.075BE MULTIPLIED BY 0.99993756 TO OBTAIN GRID DISTANCES. BEARINGS <br /> AND COORDINATES SHOWN ARE BASED ON THE CCS-83, ZONE 111. T.2N., R. 6 E., M. D. B. & M. , <br /> CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> J <br /> ONUMENTs SET.• SIEGFRIED ENGINEERING, Inc. <br /> REBAR 1/2" IN DIAMETER, 24" LONG WITH CAP ATTACHED AND STAMPED <br /> "L.S. 4334" SHOWN THUS: o-- UNLESS OTHERWISE <br /> NOTED. SHEET 2 OF 2 AUGUST, 1998 <br /> 0 <br /> Q <br /> rn <br /> igo gob <br /> D.D. SHEET NO. 29L4 <br /> ...&cf /q <br />