Loading...
cr17_0559Agency Index CR1703$1 CORNER RECORD Document Number City of CATHEDRAL CITY — County of RIVERISDE California Brief Legal Description LOT 81 OF MB 29/87-88, SEC 15 T4S, R5E SBM CORNER TYPE COORDINATES (Optional) N. E, Government Corner Q Control Elevation Meander n Property FRI Units Metric U.S. Survey Foot9 RanchoOther Q Horizontal Datum X Zone Epoch Date Date of Survey _June 27, 2017 Vertical Datum F1 Complies with Public Resources Code §§8801-8810 [:] Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) 8771 E18773 Other: Corner/ © Left as found Established ❑ Rebuilt _ Pre -Construction Monument: ❑ Found and tagged n Reestablished FIReferenced Post -Construction - Narrative of corner identified and monument as found, set, reset, replaced, or removed: 0 see sheet #2 for description(s): LAND SIJ,, � t� SURVEYOR'S STATEMENT aU 0 v This Corner Record was prepared by me or under my direction in conformance with PHfi_t.iP K FOMOTOR the Professional t.anda eyors"'Acton June 27, 2017 No. 7070 v , Signed `- -- -_ P.L,S or R.C.E. No. ___ LS7-----�_ 070__._ OF cap-���e COUNTY SURVEYOR'S STATEMENT This Corner Record was received 5-- 17 and examined nd filed /3'/ Signed P.L.S. orR.E. No. Title _ _ .__ CA"_��_ f County Surveyor's Comment BPEL13C,,-2016 Page 1 of P No. €M,88 Exp. 12-31-18 Document Number Index CR170381 N89'53'10"E 292.00' (N89'54'00"E 292.00') M_ QARISTO ROA 2 N89'S3'10 E 182.01' lc N89'54'00"E 182.00') r) Pi o L=39.26' R=25.00' L=39.28' R=25.00' LN'nC o 1'0A=89'58'46" A=90'00" 30' 0' ' 510(L=39.27R=25.0(L=39.27R=2.0' rno " 000)o A=89'5950) A=90'rn N I N ' Z v N89'53'26"E 232.01'(N89'54'00"E 232.00') 116.01'(116.00') (116.00')M&R o _ _ o 1 o ao 0 NO -05'50"W 62.98' LOT 81C14 g r, o N ccs cfl (NO'05'50"W 63.00') MB 29/87-88 ° o 0 cn N N LO 3 Ln o o W Ln o -- z b LS7070. FLUSH. lD Lq Q v SET NAIL AND TAG M ODo W D � ^ o Q INDICATES 00 LO LL INDICATES RECORD DATA PER O Z M L.0 O C14 00 0 O z O 30' 116.01'(116.00') (116.00')M&R N89'53'29"E 232.01 N89'54'00"E 232.00') MB 20 Oyo O O L=39.27' R=25.00' L=39.27' R=25.00' A=9900'01 " I A=90'00'1 2" (L=39.27' R=25.00' (L=39.27' R=25.00' A=90'00'10") A=89'59'50") 0 3 N89'54'22"E 182.09' (N89'54'00"E 182.00') N89'54'22"E 292.09' (N89'54'00"E 292.00') SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. 0 INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF WALL. • INDICATES FOUND MONUMENT AS NOTED ( ) INDICATES RECORD DATA PER MB 29/87-88. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NO'05'50"W BEING THE CENTERLINE OF VICTOR ROAD PER MB 29/87-88. cp (6 LO 0 0 z ^ Ln CQ O 0)L6 00 co O O Ln 0 OO z o d N r2 vi o z —u�j Q YoO �nb M: 0 F - '0O v) 1; F— Nm�U O Ln O b z 30' SCALE 1 "= 60' MONUMENT NOTES 1❑ FD. 1" I.P. WITH NAIL IN ILLEGIBLE PLUG FLUSH NO REF. ACCEPTED AS THE INTERSECTION BARISTO RD AND RODEO DR. 2❑ FD. 1" I.P. WITH ILLEGIBLE PLUG DOWN 0.1' NO REF. ACCEPTED AS THE INTERSECTION BARISTO RD AND VICTOR RD. 3❑ FD. MAG NAIL AND TAG LS7232 FLUSH PER CR 13-0543. ACCEPTED AS THE INTERSECTION RAMON RD AND RODEO DR. ® FD. MAG NAIL AND TAG LS7232 FLUSH PER CR 13-0543. ACCEPTED AS THE INTERSECTION RAMON RD AND VICTOR RD. BPELSG-2016 Page 2 of 2