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cr16_0819CORNER RECORD Document Number City of MENIFEE County of RIVERSIDE , California Brief Legal Description PARCEL 3, PM 50/92 & A PORTION OF E. 1/2 OF S.E. 1/4 :SECTION 22. T. 6 S.. R. 3 W, S. B. M. APN:384-170-006, 008, 010 CORNER TYPE COORDINATES (Opfionao Government Corner ❑ Control ❑ N. Meander ❑ Property E. Rancho ❑ Other ❑ Zone NAD27 ❑ NAD83 ❑ i Date of Survey AUGUST 19 2016 NAD83 EPOCH Elev. Vert. Datum: NGVD 29 ❑ NAVD88 ❑ (include: Sec., Twp., Rge. & Meridian or Rancho) Meas, Units Metric ❑ Imperial ❑ Corner — Left as foundK Found and tagged Established ❑ ReestablishedK Rebuilt ❑ Identification and type of corner found: Evidence used to identify or procedure used to establish the corner: SEE PAGE 2 OF 2 A description of the physical condition of the monument as found and as set or reset: SEE PAGE 2OF2 SURVEYOR'S STATEMENT �co�"t F. 5 This Corner Record was prepared by me or under my direction In conformance with NO. 5174 the Land Surveyors' Act on Q"A,UGUST 23 2016 EXP. 6-30-2017 Signed / x. � ._ L,S. . Number LS 5174 0) COUNTY SURVEYOR'S STATEMENT This Corner Record was received "/ 5�""� r.- and examined L .I AF�l(j�;; and filed �d r/ 9" / c�Pl� �• 1.��� 9` `� r.M Signed Depaty.,County Surveyor ? u moi` County Surveyor's Comment n r O Page 1 of 2 Rev A (2105) I �� FD. 1-1/2"I.R W/Tj,5,, L5 3385, UP 0.1', I{ PM 50/92 & RS 11& CR 11-0049 @ NCOR. E. 1/2 OF S. OF SECTION 22 30' ,1 f O o SCALE: I" = 100' J ESTABLISHED BY ' PRORATION PER PM 50 / 92 {, I e O IN co t�j N .. N m FD. 1" 1. P. & PLUG "LS 3962" DM 0.7; PER PM 50/92 & CR 11--0049. N 89°2646"W 0.30' ACCEPTED AS POINT ON NORTH LINE OF PARCEL 3, PM 50/92 p 5019} FD. 1"I. P. & PLUG "LS 3962° FLUSH, PER PM 50/92 & CR 11-0049. ACCEPTED AS N. E. CORNER OF PARCEL 3, PM 50/9.2 ((N 8902646"W 357.85)) �- T rN 8905947"W 358,097 FD. 1"I.R NO TAG, DN, 0. 6, IN = jJj11� LIEU OF I" LP. & TAG LS 7131, 0 0 3 PER RS 113/25. ACCEPTED AS L6 L S. E. CORNER OF PARCEL 3, PA9 PM 50792. SET TAG LS 5174. CN 89°59'47"W 357:96' ®®1 (N 89027'14"W 357'.81 I N 89026'51 "W 357.73 N 8926'51 "W 387,73';21 co "t � M CJ tj .L�o p (N 89°27'39"W 357.80} �°- N 89026'56"W 357.64' rnQ o t., o �o r Logi + i to N O 0 o FD. I"/. P. & TAG LS 3316, (N8902751 "E) - FLUSH, PER CR 11-0049 a ((N89 3143"E)) � o o CONC. FOOTING, DN. 0.3' (N 89 028'03 "W 360.00 ) (( )) INDICATES RECORD & MEASURED PER CR 11-0049. co ((N 8902738"W 35P PR')) - -� rnQ o t., o �o r INDICATES SEARCHED AND FOUND NOTHING, �Lu N O M o co N (N8902751 "E) ~ FD. TAG LS 7131 AFFIXED TO a ((N89 3143"E)) � o o CONC. FOOTING, DN. 0.3' o o (( )) INDICATES RECORD & MEASURED PER CR 11-0049. co `yam PER CR 11-0049 (55.41) ((N 89°28'31"W 360.01')) o LO 30'1 (N 8902827"W 360.00') ((N 89028'31 "W 390.01)) rnQ �o INDICATES SEARCHED AND FOUND NOTHING, �Lu N O M o co N (N8902751 "E) O z :;�- ((N89 3143"E)) /or ((2.38)) ((N 0'20'06"E)) (( )) INDICATES RECORD & MEASURED PER CR 11-0049. ((55.39)) (N 0°21'05"E) (55.41) BASIS OF BEARINGS 1S THE CENTERLINE OF ZEIDERS ROAD BEING N 0020'45"E, PER RS 113 125. 4 v N INDICATES FOUND 1 " 1. P. TAGGED "LS 5174" FLUSH, 16 PER CR 11-0049, UNLESS OTHERWISE NOTED. I F FD. 2-1/2" BRASS DISK, STAMPED f CALIF. DEPT. OF TRANS. KELLER ZEIDERS P. I., DN. 0.2' PER RIV. CO. MAP I# 204-955 KELLER M R ®A ® AND RS 113 / 25 Page 2 of 2 INDICATES SEARCHED AND FOUND NOTHING, Lu SET I"/. P. WITH TAG "LS 5174" FLUSH. M o INDICATES RECORD DATA PER RS 113/25. O f 1 INDICATES RECORD DATA PER PM 50 / 92. (( )) INDICATES RECORD & MEASURED PER CR 11-0049. I F FD. 2-1/2" BRASS DISK, STAMPED f CALIF. DEPT. OF TRANS. KELLER ZEIDERS P. I., DN. 0.2' PER RIV. CO. MAP I# 204-955 KELLER M R ®A ® AND RS 113 / 25 Page 2 of 2