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cr23_0960CORNER RECORD Agency Index CR220726 Document Number 10d-3- 0-q6,o City of CANYON LAKE County of RIVERSIDE , California Brief Legal Description LOT 239 OF TRACT 3716 RECORDED IN MAP BOOK 61 PAGES 18-35 T6S CORNER TYPE COORDINATES (Optional) N. E. Government Corner❑ Control ❑ Elevation X Meander ❑ Property n Units Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other ❑ Horizontal Datum Zone Epoch Date R4W Date of Survey 10-20-22 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/ ❑ Left as found X❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: X❑ Found and tagged ❑ 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' Aeon 10-28-22 Signed� P.L.S. or R.C.E. No. 7259 L COUNTY SURVEYOR'S STATEMENT This Corner Record was received 5-1 1 l z 3 and examined and filed Signed a ®� P.L.S. or R.C.E. No. Title County Surveyor's Comment 1,A ND �STEFAN LANTHIER 15 No. LS 7259 i 1 BPELSG-2016 Page 1 of 2 Document Number �� 3 - O `)!e O Agency Index CR220726 �J G y o. 0 C� LEGEND • — INDICATES FOUND 1"I.P. RCE 9890 FLUSH PER R1 4 — INDICATES FOUND SPIKE&WASHER LS 5529 PER TIES IN LOU OF 1 1 /4" I.P. RCE 9890, ACCEPTED AS THE CL INT PER R2 i —INDICATES FOUND NAIL&TAG RE 9890 ON TOP OF CURB ACCEPTED AS THE PROLONGATION OF PL PER R1 ® — INDICATES FOUND SPIKE&WASHER LS 3529 PER TIES IN LEIU OF 1 1 /4" I.P. RCE 9890, ACCEPTED AS THE CL INT PER R3 Q — INDICATES SET 1" I.P. LS 7259, FLUSH — FD.RAMSET NAIL FLUSH ON TOP CURB, SET LS 7259 TAG, ACCEPTED AS THE PROLONGATION OF PL PER R1 REFERENCES R1 - RECORD PER M.B. 61/18-35 R2 - RECORD PER CR 12-0672 R3 - RECORD PER CR 12-0671 %4° L SCALE: 1 "--60' DASD OF BEARINGS BASIS OF BEARINGS IS THE WEST LINE OF LOT 238 WHICH BEARS N28'19'04"W PER R1. LINE & CURVE DATA L1 N28'19'04"W(R1&M) 120.00'(R1&M)BASIS OF BEARINGS © N25°37'17"W(R1&M) 120.00'(R1&M) © N25-37'17"W 11.77' 011 n—'`4i`-"r7"(RI&IVIp I375.VC'kl\ILX jL=64./ I kiNI&1vi) 01 U-L © A=2'41'4�"(R1&M)R=1255.00'(R1&M)L=59.06'(R1&M) © 0=10'25'26"(R1 &M)R=1405.00'(R1 &M)L=255.61'(R1 &M) nc7 3:��►•l►_r96123►.1 AC— ASPHALT CONCRETE CL— CENTERLINE CR— CORNER RECORD FD.— FOUND I.P.— IRON PIPE I.P.— IRON PIPE M.B.— MAP BOOK PL— PROPERTY LINE R — RADIUS A —DELTA L—LENGTH REF.— REFERENCE R&M— RECORD & MEASURED BPELSG-2016 Page 2 of 2