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Af a O <br /> TRACT NO. 1031 a <br /> SEC 5 SEC-4 SU BDI V ISI ONS OF SAN JOAQU I N COUNTY C9 <br /> Fm!Gass Tn B.2i06E ROYAL OAKS UNIT NO. 1 <br /> BEAR GREEK <br /> ---- =_ BEING A PORTION OF THE N.W, 1/4 OF <br /> SECTION 9, T.2.N.,R.6.E.,M.D B.&M. <br /> SEC. 8 SEC. 9 CITY OF STOCKTO N, SAN JOAQU I N CO U NTY, <br /> T.2N,R4E. I M.DB.& M CALIFORNIA <br /> MARSHALL DUN LAP CIVIL ENGINEER <br /> i <br /> R.C.E. 70 29 STO C KTO N, CALIF <br /> MAY 1973 <br /> SHEET 4 OF 4 SHEETS <br /> -9b' 40' <br /> L'it`Jt L/.�. ts <br /> io .601.61 S'O/.-L' <br /> Ad' <br /> t kj <br /> BASIS OF BEARINGS. <br /> THE CENTER LINE OF DAVIS ROAD BEARS 00*02'30'E. AS <br /> �I I PER FILED SURVEY VOLUME 11, PAGE 70 SAN JOAQUIN COUNTY <br /> RECORDS. <br /> SCALE N I = S0 �� <br /> MONUMENTS SET: <br /> e I 3/4 IRON PIPES, 30 1JO NG TAGGED R.C.E. 7029 SET BY THIS <br /> ti eI �; Q SURVEY SHOWN THUS --0- 3V4' IRON PIPES SET IN MONUMENT <br /> • I it n BOXES SHOW N T HU S-O- <br /> V <br /> o Iv <br /> �i <br /> Q M % I ° <br /> 5890'7'/S'E /276.49' { Fri! 'I oii>. O <br /> I <br /> I <br /> I ' Z <br /> h I\ 2 <br /> ,o FILED SURVEY \ <br /> of <br /> VOL.I I, PG.70 v Of <br /> ti S.J.CO. RECORDS �I V 00 O <br /> o MI Q z -i <br /> o AIS i � QO <br /> i � <br /> I � Z <br /> w00 <br /> V <br /> �+ <br /> O Z <br /> 07 Lyf Linil� .s!�.fr 7,4.i S.g9°o4 bB E s9gBo' ° Q <br /> 9b' 90 ° /296.73' 'r `1S.tza f/iBE I y <br /> S894a0 b8 f � <br /> �- .v,o o •rs E 6Y,53 � � � � <br /> . zoo <br /> SOro/iS"w, S,o9taRbg SB9 D9 b8 E !S9 96' <br /> so.76 <br /> SITE OF ROYAL OAKS UNIT NO. I o ala GILL AVENUE <br /> 35.50ACRES WITHIN HEAVY LINES So%ro".Ov. ry � L,i�►its <br /> .7 4 9 /a <br /> I "' Lfor X43 z s 8 SAN RAMON TERRACE <br /> WAGNER HEIGHT RD Cg o r. MAPS &PLATS VOL.14, <br /> c.y L,,,,:f: /�b200 �� 6 � � � � PG. 53, SJ CO. RECORDS <br /> Mill <br /> -- MORADA LANE O <br /> o*Spc.Coe. �� SOUTH BEAR GREEK ¢Secfio�L;��- — FILED SURVEY <br /> VOL. 8, PG. 13 <br /> ,� .rv!yJo� I-✓CLT 26 9 27 z8 <br /> S.J.CO. RECORDS <br /> 92 <br /> L4 6d 62 L/ <br /> �G <br />