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cr17_0502Agency Index Document Number /7 - City of County of RIVERSIDE , California Brief Legal Description LOT 26, M.B. 29/81-82 APN 669-175-005, S 30, T3S, R4E CORNER TYPE COORDINATES (Optional) N F X Government Corner ❑ Control Meander ❑X Property Rancho 0 Other Date of Survey July 14, 2017 Elevation Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.:08765(d) ❑ 8771 � '� 8773 E]Other: Corner/ ® Left as found ® Established ® Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Reestablished ❑Referenced F7 Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Profession d Surveyors' Act on JUIV 15, 2017 Signed P.L.S. or Rr. . No. 8136 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 7- Ao —/7 and examined and filed ® '� Signed `� _` P.L.S. or RO.E. No. Title �yul�Uy�l2 County Surveyor's Comment BPELSG-2016 Page Ioi2 a¢ ti0.8136 �rv� -�04, E.Xi',-. cS Or 1, Nv\�, No. 84W Exp. 12-3118 Document Number / /"'t':2,4�- (� /, Agencv Index ren: Lu -n000 N89'08'42"E 120.00' Lm O- zP� 489'08'45"E 120.00') rtiggq n� 31 v � Wr�aiuicidd 120.00 do r I 27 0 o 130' o� ® _ MN ,�►e'rl M--NNN 0 0 z z `- (� M M M tl P t- z `� P• P 00 :- o 30 I'`•�NM 10/7z7C1HOl.LY DRIVE n _ bb 68.24" N89'08'28"E 134.50' W M NN N :4,:*:- sf+- * * M N m 0 o 0- :t0C-4 n0O b)EDb w A +-h 0000m cn00c.000 0 0 000 N N N N OMCD+-r- Iq ao co t .t N It - - r- ZLOtiui *-ONMMM J > U U U U U U tL' 0 U PER OR 10/725 (N89'08'45"E 300.00') PER OR 10/74 N89'08 59 E 299.99' PALM (200.00) AVENUE 100A0: M "�-- 199.99' (F Kolb Cir !1 (100.00) (100.00') 00') 30 1 � 22. i tti 32co 04 i . Lu -" N89'08'42"E 120.00' Lm O- ,y 489'08'45"E 120.00') ^� 0 0 n� 31 v � rn� 120.00 do r I 27 0 o 130' o� ® _ MN ,�►e'rl n ,! cam° !/ 0 0 z z `- (� M M M tl P t- z `� P• P 00 :- o 30 zz 10/7z7C1HOl.LY DRIVE n _ bb 68.24" N89'08'28"E 134.50' zz REPi ACED W ' I" IP W/ PP X136 FL 8 0 26 0`0 O w `� to co 1-1 (Do 00 � n N I 30' N89'08'42"E 120.00' Lm ,y 489'08'45"E 120.00') ^� 0 0 N89'08'45"E 120.00') 23 120.00 do r I 27 0 o 130' o� z l 4 n ,! cam° !/ 0 0 z z '* d N N ... (� 2�4 W M.8.29/81-82 84.51 :- o W/ PP X136 FL 8 0 26 0`0 O w `� to co 1-1 (Do 00 � n N 7 17 N89'08'42"E 120.00' 25 ,y 489'08'45"E 120.00') ^� 0 0 N89'08'45"E 120.00') N89'08'45"E 120.00 do r I 27 0 o 130' LO to M W/ PP X136 FL 8 0 26 0`0 O w `� to co 1-1 (Do 00 � n N N89'08'42"E 120.00' ,y N89'08'45"E 120.00') 30' 28 27 0 o 130' LO to l 4 n ,! cam° !/ 0 0 z z (84.55') W 84.51 a 1 "=80' iR_$4p C2 �S4 PER CR 0 p0' �0' a j 7.5�-p_3p"W- 10/7z7C1HOl.LY DRIVE n _ 68.24" N89'08'28"E 134.50' SURVEYOR'S NOTES L=168.15 ) (N89 08 45 E 134.55 ) ® INDICATES FMD SPIKE & WASFER LS 7083 FL PER REFERENCE NOTED ON MAP o 0 (00 A INDICATES FOUND 1" IP W/ P.P. RIV CO TRANS PER OR 11-445 ;1 N ■ INDICATES FOIL 2X2 W/ TAG RCE 9876 ON 0.4' PER MB 29/81-82 O INDICATES SET i" IP W/ P.P. LS 8136 FL ®VEIWU(E DRIVE A INDICATES SET SPIKE & WASHER LS 8136 FL () INDICATES RECORD DATA PER MB 29/81-82 BASIS OF BEARINGS IS NOO'5i'15"W ALONG THE CENTERLINE OF STERLING AVENUE PER MB 29/81-82 BPELSG-2016 Page 2 of