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cr19_0073CORNER RECORD Agency Index CR180279 City of PALM SPRINGS Brief Legal Description PLS Act Ref.: Corner/ Monument: Document Number 4Uj7 —UU4 - County of RIVERSIDE California LOT 35 MB 58/6-7 T4S R4E SEC 35 CORNER TYPE COORDINATES (Optional) N. E. _ Government Corner ❑ Control ❑ Elevation — Meander ® Property Q Units Metric ❑ U.S. Survey Foot Rancho © Other ❑ Horizontal Datum Zone Epoch Date Date of Survey March 20, 20_18 _ Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 ❑X 8765(d) ® 8771 ❑ 8773 ❑ Other: ❑X Left as found ❑ Established ❑ Rebuilt ® Pre -Construction ❑ Found and tagged ❑X Reestablished ❑ Referenced ® 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 Professional Land SuDleyo April 15, 2018 Signed P.L.S. or R.C.E. No. LS7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 6/61/2,0/s and examined an Signed P.L.S. or R -CI E. No. 8�pg Title co. -A4Y 'Cute -view County Surveyor's Comment BPELSG•2016 Page 1 of 2 k -P. ND O� PHILLIP K FOMOTOR No. 7070 Document Number encvindex CR180279 U) -�. SET GEAR SPIKE _c TAGGED LS 7070 FLUSH BASIS OF BEARINGS C14 THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N53'05'50"E BEING THE cv \ \ CENTERLINE OF MURRAY CANYON PER MB 58/6-7. 04 IPQ 0 U303 rr Res a D —� S0/ J \ SCALE 1 "=100' rAi r0 (N44'31'06"E`, 14.00') 2\ X (N44'31'06"\ r.R dl. RE—SET GEAR 80.00)M&R`Sam AJC' SPIKE TAGGED 6S `a8- ` LS 7070 FLUSH c LOT35 J [A M9 58/6-7. rye J�, p (N44 31'06"E SURVEYOR'S NOTES 80.00')M&R Q INDICATES SET 1" IRON PIPE WITH PLUG r STAMPED LS7070. FLUSH. ■ INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER MB 58/6-7. (L=76.98' R=68.25' A=64'37'23")M&R O FD. NAIL AND SHINER DOWN 0.1'. NO REF. (L=78.95' R=70.00' ACCEPTED AS CENTERLINE MONUMENTS MB A=64'37'23")M&R 58/6-7. (L=30.68' R=85.00' FD. NAIL FLUSH IN CURB. NO REF. FIT A=20'40'39'7M&R (N63'05'50"E IMPROVEMENTS. ACCEPTED AS THE 59.78')M&R PROLONGATION OF SIDE LINES LOT 35 MB 58/6-7. (L=115.89' R=664.00' FD. COPPERWELD STAMPED LS 4664 PER A=10'00'00")M&R CR07-0011. ACCPEPTED AS THE CENTERLINE OF MURRAY CANYON DR SW'LY OF THE (N,36'54'1 0"W 44.00') 3 INTERSECTION OF KINGS ROAD EAST. M&CAL'C O� A g,-np BPELSG-2016 Page 2 of 2