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cr19_0381CORNER RECORD Agency Index _(' ZI q033-2 Document Number City of County of R J VOA 5IDE , California Brief Legal Description L 0 T /5' /0, 5. 76 /9 - 2 D, CORNER TYPE COORDINATES (Optional) N. _ E. Government Corner ❑ Control ❑ Elevation Meander Property Units Metric El U.S. Survey Foot IJ Rancho Other ❑ Horizontal Datum Zone Epoch Date Date of Survey A_AY«y Z®/9 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ® 8765(d) 11 8771 E18773 11 Other: Corner/ ❑ Left as found Established ❑ Rebuilt ® Pre -Construction Monument: ® Found and tagged ® Reestablished 0 Referenced ® Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: See sheet #2 for description(s): EXISTING T=INGES ARE 5ROWN T-RU5. 4W, - BLd,CX FALL .5,r:= ,0AF_ZD fE/Vc E� WR -= l JA- '.�5Ncf_ 4N LD L EN6,Tf/PI //fJG HT /W FEET. .T PIN SURVEYOR'S STATEMENT L. ' 259 r 0 This Corner Record was prepared by me or under my direction in conformance with Of 20 ► Ilr Exp. x/30/20 �r the Professional Land Surveyors' Act on 0Q � y Signed / P.L.S. or R.C.E. No.-�2�9DF CA1-�F COUNTY SURVEYOR'S STATEMENT This Corner Record was received /OZ Z/ 7-G/9 �,Q %,kND ,3 HI(� /v� and examined and filed �� t���� �.0 Z�Z� t 9 Signed P.L.S. or F e- No. X217 * No. 9017 Title I ( ,�/ �,� Exp. 08-30-21 .� County Surveyor's Comment pF Cpi1.�F04 BPELSG-2016 Page loft Document Number LQ F� 6l fg_6 r' encvindex ., f � �,�+, 5.p ON N 99,5'7. /'q F zz Il c®zz../O ) Yll fJK -2,7% 5.D' 8: F. 40 idyl C R = 27 0 �kN __6 I•� a - =K 0 1� -. 0 d 4 �Lq l ko Vi ®Q' C 86.07(06.rL� f Q( DR.)VIE "-"' *��,ssRJ04� I �Fa /"I P TA5 1RZE. tz 11 ,�, FL PER /,i.a� 7'x;/19—Z0, r :5L►At VE YOIR 5 A/0 TE S SCA LEP-50 0 5T 7' Ir°gin TA G /_ .5.5 559 SZ-. W1SPOlw,SZX� a.5 Noma. ©g 5 6 T ) Z`'WIM. f L. Vl,150' S.P. oN a S. F a A .P. 0. �. a S rCpNd. N �. IN GONG P.4r1,') F 0 R P 0. L. v Y sETC09C 14L. TA lfV- Z -O N e, L'). W ® No -rr-01 vL,14S EQ AD PFR 76119 - 20. T= TI Eg PER Tfie. 4 5 7 3 K 32 f 139. T1 TI�5 PF% TR.45 73 GC.3 ;� TIE 5 FE F T 9 f§ 73 6M $711: 511? = If ,� 61 S ► EEL MS r /. P, = II�DN PIPE F0.4e SET" AFS -E I IN510E 9 AMATEF� X40lirLJ• F At T .40 ArYON 5. Fr !"I P. TAG 1.5.3 2 59 FL 5 ' AAri�u5, , rXC. A5 N07'E/-7 :► rD. 2'x.k'-'.TA 6 Re. f.7Z 116.0 VgR I"I P 1"A6 R(O.121Jb; D►,,9"'PE' T RkS .r2•;Z F./. "C! FD. P I. TAG .c. �: /zlr� n1, 8"'PFr .Y_ A04VE. ' N. T �{ D. 1 V Q, 7A,4N5 } �G. C X T/,E S PE R T I A5?b VE. ry= FjP, 1" XFX6 Ti,G /�.S4T 2.5.324..9 7'AG.CK..TIE TDS,w.FERT i Apovi=. -r- -A0. /// I P.` TA6 9- r E. z I16 �J 1.. if," Clu 'r'f t -S PFg 7-4 GROVE. BA 51LS 0 T 8 E Al R / G ..S' TA K E N F R O A4 TWE T 0 T .0 L. CA M PVO r1 i=� / I, % r P 45� /V, 5— 761 ��� 20 9 IN,I � JV 8S® 5 8' /s H. BPELSG-2016 Page 2 of 2