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cr24_1638CORNER RECORD Agencyindex 7 Document Number 2024-1638 City of CANYON LAKE County of RIVERSIDE Brief Legal Description LOT 105 OF TRACT 3720 RECORDED IN MAP BOOK 58 PAGES 76-86. T5S 3 X R4W CORNER TYPE Government Comer[-] Control Meander ❑ Property Rancho ❑ Other Date of Survey 10-20-22 , California COORDINATES (Optional) N. E. ❑ Elevation © Units Metric ElU.S. Survey Foot ❑ ❑ Horizontal Datum Zone Vertical Datum [:]Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref:FXI 8765(d) ❑ 8771 ❑ 8773 Epoch Date ❑ Other: Corner/ ❑ Left as found ❑X Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed - El 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 10-28-22 X. Signed c—�•�`f P.LS. or R.C.E. No, COUNTY SURVE OR'S STATEMENT This Corner Record was received 0 -Dv and examined and filed dv C9-t- Signed-� P.L.S. or R.G. . No� Title w U-�"1l111�V i1' County Surveyor's Comment 79r,a rr 1.A NbS�"�G:TEFAN LANTHIER 0 � No. LS 7259 � �� CAL Z, 1.• No. 8488 btp.12-31-24 BPELSG-2016 Page 1 of 2 Document Number 2024-1638 Agency Index CR240397 REFERENCES CURVE DATA R1 - RECORD PER M.B. 58/76-86 Cl A=9°39'08° L=56,60', R=336.00' BASIS OF BEARINGS (A=9'39'24" L=56.63', R=336' R1) C2 A=9°39'08' L=51.04', R=303,00' BASIS OF BEARINGS IS THE CENTERLINE OF VACATION DRIVE Z� WHICH BEARS N30'47'37"W PER R1 S 6pt`tiM� S, MB 58/76\\ j 6'• 107 \ 106 18 � ��b r� Der pc mod' 105 O��y�� SCALE: 1"=80'ry ° so°� o , J - V,64. 9=AN6, ' OR. 4 104 ��f qQ G� �`��O �° AZ 3Q3AD` R1) Z o MB 58/76 103 i 102 ESTABLISHMENT NOTES L A- ESTABLISH BY INTERSECTION 02 - ESTABLISHED BY PRORATION 101 / -;!� MONUMENT DESCRIPTION 2 o- DENOTES SET 1" IRON PIPE LS 7259, FLUSH. o- DENOTES 1/2" REBAR WITH PLASTIC PLUG '0, �� LS 7259 UP 0.4', IN ROCK PILE. 1 4 N59' 21' 27"E 10 -FD. SPIKE&WASHER LS 5529 FLUSH PER 64.55'(64.37'R1) TIE BOOK 25 PAGE 29 S30' 47' 37"E 20 -SNF ESTABLISHED PER TIE BOOK 25 PAGE 29, HELD �. 47.01'(47.00'R1) FOR LINE OF TANGENT CURVE(BC N59'21'27"E, 0.17'. ABBREVIATIONS (I-SNF ESTABLISHED PER TIE BOOK 25 PAGE 30 40 -SNF ESTABLISHED PER TIE BOOK 25 PAGE 31 CL- CENTERLINE T -FD. 1" IP WITH N+T ILLEGIBLE DOWN 13" CR- CORNER RECORD ACCEPTED AS EC GREEN PINE DRIVE PER R1 FD.- FOUND (D-FD. 1" IP NO TAG DOWN 3" ACCEPTED AS I.P.- IRON PIPE NORTHEAST CORNER OF LOT 107 PER R1 M.B.- MAP BOOK 07 -FD. NAIL+TAG LS 9650 FLUSH! ON TC ACCEPTED PL- PROPERTY LINE AS 16.99' PROPERTY LINE PROD. PER PER R1 R - RADIUS L-DELTA L-LENGTH (Z-FD. NAIL FLUSH ON TC ACCEPTED AS 16.94' RAD.- RADIAL PROPERTY LINE PROD. PER PER R1 -FD. 3/4" IP DOWN 15" ACCEPTED AS R&M- RECORD & MEASURED NORTHWEST CORNER OF LOT 101 PER PER R1 BPELSG-2016 Page 2 of 2