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cr23_1627CORNER RECORD City of CANYON LAKE Brief Leqal Description., LOT Agency Index Document Number County of RIVERSIDE TRACT MAP 3831, MB 60 PAGE 38 CR230504 California CORNER TYPE COORDINATES (Optional) N. E. _ Government Corner ❑ Control ii Elevation Meander ❑ Property Units Metric ❑ U.S. Survey Foot Rancho ❑ Other ❑ Horizontal Datum _ Zone Epoch Date Date of Survey MAY 8, 2023 Vertical Datum ❑ Complies with Public Resources Code§§ 8801-8819 ❑ Complies with Public Resources Code§§ 8890-8902 PLS Act Ref.: © 8765(d) ❑ 8771 ❑ 8773 ❑ Other. Corner/ ❑ Left as found ❑ 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: ❑ See sheet #2 for description(s): p INDICATES SET NAIL & TAG ON WALL WITH DISC STAMPED "LS 8027' AL INDICATES FOUND OPEN 1-1/4" IRON PIPE. ACCEPTED AS MONUMENT PER TRACT MAP NO. 3831, MB 60/ PAGE 38. INDICATES FOUND NAIL & TAG ON CURB STAMPED "RCE 9080" PER TRACT MAP NO. 3831, MB 60/ PAGE 38. Q INDICATES FOUND NAIL ON CURB, TAG MISSING. ACCEPTED AS OFFSET POINTS PER TRACT MAP NO. 3831, MB 60 / PAGE 38. ( ) INDICATES RECORD DATA PER TRACT MAP NO. 3831, MB 60/ PAGE 38 < > INDICATES THE DISTANCE ALONG THE LOT LINE PRODUCTION OR RADIAL DISTANCE FROM FOUND MONUMENT TO PROPERTY LINE. aNp�L LA1W� SFNF INDICATES MONUMENT SEARCHED FOR / NOT FOUND B R / SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on MAY 9, 2023 Signed P.L.S. No. 8027 COUNTY SURVEYOR'S STATMENT This Corner Record was received September 5, 2023 and examined and filed Signed r P.L.S. or-R-&-E- No. Title County Surveyor County Surveyors Comment :M O a W L.S. 8027 M � OF cw1 tid�L AND S� MIMIC, 0 Cc No.8488 X exp.12-31-24 OF CAS-1� BPELSG-2016 Page 1 of 2 Document Number 2oa3- /(.P.--2-7 Agency Index e o23as )e4 CgL��NrE PA <8.47'> a <11.86'> 79 } 22 g3, a�4 '08e„w 87.4 �� (22.6T} W 8753, 11.86'> LOCH LOM Nn LINE TABLE NO. BEARING LENGTH L1 N59'40'07"W 4.88' 1-2 N59'42'32"W 4.84' D SCALE: V = 50' GSI#0323-00755 12.17'> • CURVE TABLE NO. DELTA RADIUS LENGTH Cl 0 18'11'59" 220.00' 69.88' 0=18'12'32" 220.00' 69.92' C2 A=28'54'03" 220.00' 110.97' =28-57'20" 220.00' 111.18' C3 A=28'58'46" 220.00' 111.27' A=28'57'20" 220.00' 111.18' C4 A=58'05'25" 45.00' 45.62' A=58'05'25" 45.00' 45.62' C5 A=51'42'04" 45.00' 40.61' A=51-43'27" 45.00' 40.63' BPELSG-2016 Page 2 of 2