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cr23_0623CORNER RECORD City of COACHELLA Brief Legal Description Agency Index Document Number County of RIVERSIDE PARCEL 2 PARCEL MAP NO. 18135 P.M.B. 106/99-100 G223o2.S4 >0- — 6(e­)3 , California CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation ❑ Meander © Property Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey 02/15/22 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: X❑ 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ El Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed X❑ 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 Surveyors' Act on 02/15/23 Signed P.L.S. or R.C.E. No, PLS 7319 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 14/lU,r(� 24,2-0.23 and examined and filed -f Signed P.L.S. or R.C.E. No. 8486 Title C "__ YVC County Surveyor's Comment p LAND S. K. LF� N0, 7319 Exp. 6-30-23 CAL\F��,P BPELSG-2016 Page 1 of 2 Document Number agency inaex LEGEND R1 RECORD DATA PER PARCEL MAP PARCEL MAP NO. 18135 P.M.B. 106,199-100 • FOUND MONUMENT - AS NOTED O SET MONUMENT - AS NOTED D DELTA ANGLE OF CURVE I.P. IRON PIPE L LENGTH OF CURVE P.M.B. PARCEL MAP BOOK R RADIUS OF CURVE BASIS OF BEARINGS: THE BEARING SOUTH 89° 56' 30" WEST FOR THE CENTERLINE OF AVENUE 52 AS SHOWN ON PARCEL MAP NO. 18135 P.M.B. 106199-100 WAS USED AS THE BASIS OF BEARINGS. SURVEYOR'S NOTE AN ENTENSIVE SEARCH FOR MONS AT EACH LOT CORNER SHOWN IN R1 WAS PERFORMED. FOUND MONS ARE SHOWN HEREON. ALL DIMENSIONS ARE MEASURED AND RECORD (R1/M) UNLESS OTHERWISE NOTED. FD 2" I.P. ILLEGIBLE r i ACCEPTED AS i FD 2" I.P. MONUMENT PER (R1) S 89'56'30" E 935.30' LS4693 PER (R1) FD STD. STREET MON. STAMPED LS 4693 PER (R1) R = 844.00' D=17'10'52" L = 253.09' PARCEL 2 P.M. NO. 18135 N SET 1" I.P, FD 2" I.P. P.M.B. 106 / 99-100 LS7319 LS4693 PER (R1) 4N.., �' w FD STD. STREET STAMPED LS 4693 N 89'04 587" W a PER (R1) 0)0 M FD 2" I.P. ILLEGIBLE o pq ACCEPTED AS � SET 1" I.P. 00 o 00 o MONUMENT PER (R1) LS7319 Z N 89'56'30" W 580.53' _ ____ _SECTION LINE AVENUE 52 BASIS OF BEARINGS: N 89' 56' 30" W 873.75' FD STD. STREET MON. FD 1 1 /4" I.P. STAMPED LS 4693 NO TAG PER (R1) ACCEPTED AS SE COR SW1 /4 SW1 /4 PER (R1) NI SCALE: 1 "=200' 'r BPELSG-2016 Page 2 of 2