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cr17_0435CORNER RECORD Agency Index CR170327 Document Number Zz O- Z—­�1S City of CATHEDRAL CITY County of RIVERISDE , California Brief Legal Description LOT 694 OF MB 39/79-82, SEC 9 T4S, R5E SBM CORNER TYPE COORDINATES (Optional) N. E. j Government Corner El Control Elevation _ i Meander F1 Property R Units Metric U.S. Survey Foot Rancho Other X I � � Horizontal Datum Zone --Epoch Date Date of Survey May 30, 2017 Vertical Datum [] Complies with Public Resources Code §§8801-8819 �] Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) 8771 E18773 Other: Corner/ Q Left as found ❑ Established M Rebuilt Pre -Construction Monument: Found and tagged FEReestablished Q Referenced El Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed; ✓n See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with theProfession 1.L�p Surveyors' Acton June 5, 2017 e Signeda � _P.L.S. or R.C.E. No. LS7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received —12 and examined a eq Signed P.L.S. or RNo. 74/� Title dJ County Surveyor's C mment t3P@L6G-2016 Page } of 2 /p \,AND SUR v �p LPHILLIPOMOTOR 070 OF CA\,\FO// 4 z sk l{ l`aC,�'t �1 # 10" Document Number 17 a y- Agency Index CR170327 AVENIDA MARVILLA BASIS OF BEARINGS: SO'04'00"E 330.11' (500'04'00"E 330.00') 0 SO'04'00"E 244.11' o S00'04'00"E 244.00' G� 122.05' O'. (122.00') 122.06' (122.00') w� o ARE -ESTABLISHED `°' AT RADIAL � 3 BEARINGS FROM z n BACK CORNERS v � , Q D LOT 694, o MB 39/79-82 IK) 00 LENGTH rn DELTA 0 20.42' w 90'00'28" 0 �o r '(D uo P 89'59'55" Z, 0) 0000 236.59' Z 10'06'58" 0 0 61.21' 0 2'37'01" 20) 570.81' Ln 24'24'25" N in 4 o , 122.06' (122.00') w� o ARE -ESTABLISHED `°' AT RADIAL � 3 BEARINGS FROM z n BACK CORNERS v � , Q D LOT 694, o MB 39/79-82 N89'55'49"E 43.04' (S89'56'00"W 43.00') 0 0 0 0 N c N rI 48' W N12 04, CA � 1 81.25, (13 32' (Rii o RE-ESTABLo LISH BY SINGLE PROPORTION z c° 0 rn \a J D rW CURVE TABLE o, LENGTH RADIUS DELTA Cl 20.42' C CA 90'00'28" C2 r 13.00' 89'59'55" o, o� 236.59' 1340.00' 10'06'58" 0 61.21' 1340.00' 2'37'01" C5 570.81' 1340.00' 24'24'25" CA \o 273.02' 1340.00' 11'40'25" (RECORD) N89'55'49"E 43.04' (S89'56'00"W 43.00') 0 0 0 0 N c N rI 48' W N12 04, CA � 1 81.25, (13 32' (Rii o RE-ESTABLo LISH BY SINGLE PROPORTION z c° 0 rn \a J D rW CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 20.42' 13.00' 90'00'28" C2 20.42' 13.00' 89'59'55" C3 236.59' 1340.00' 10'06'58" C4 61.21' 1340.00' 2'37'01" C5 570.81' 1340.00' 24'24'25" C6 273.02' 1340.00' 11'40'25" (RECORD) CURVE LENGTH RADIUS DELTA C1 20.42' 13.00' 90'00'00" C2 20.42' 13.00' 90'00'00" C3 236.60' 1340.00' 10'06'59" C4 61.20' 1340.00' 02'27'00" C5 570.65' 1340.00' 24'23'59" \ C6 272.85' 1340.00' 11'40'00" 1- S. o� C BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING S00'04'00"E BEING THE CENTERLINE OF AVENIDA MARVILLA PER MB 39/79-82. 5 - 011 � ��p ° d, MONUMENT NOTES `�o,� p. �35i 223' 0❑ FD. PK AND WASHER LS 7232 i Zc� p0 FLUSH NO REF. ACCEPTED AS THE CENTERLINE AVENIDA MARVILLA. FD. 1 " I.P.. WITH PLUG FLUSH PER CR 93-0307. PLUG ILLEGIBLE. U INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. UNLESS OTHERWISE NOTED. 0 INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF CURB AT PROLONGATION OF SIDE BOUNDARY LINES. • INDICATES FOUND MONUMENT AS NOTED ( ) INDICATES RECORD DATA PER MB 39/79-82. INDICATES CAL'C DATA PER MB 39/79-82. Q FD. 1 " I.P. WITH PLUG FLUSH PER CR 93-0313. PLUG ILLEGIBLE. ® FD. 1 " I.P. WITH PLUG FLUSH PER CR 93-0312. PLUG ILLEGIBLE. 5❑ FD. 1 " I.P. WITH PLUG FLUSH PER CR 93-0306. PLUG ILLEGIBLE. SPELSG-2016 Page 2 of 2