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cr22_0176CORNER RECORD Agency Index 190371 Document Number 202).- 0 1 r[(, *"f WHITE WATER AREA Brief Legal Description County of RIVERSIDE California LOT 14, MB 12/83 CORNER TYPE COORDINATES (Optional) N E. I ® Government Corner ® Control Elevation I ® Meander Property Units ® Metric ® U.S Survey Foot W' ® Rancho Other Horizontal Datum } Zone Epoch Date X Date of Survey June 19, 2019 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 SEC. 35, T,2S„ R.3E., S.B.M. ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ® 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑X 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: F✓ 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 June 20, 2019 Signed_ P.L.S. orft.10-E. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received 6/1/21 and examined and filed 9/28/22 Signed P.L.S. or*p@km No. 8488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page 1 oft \_AND SUR��O V UKFOMOTOR OF CP,V� ,4pG tAIVp- G� No.8488 * Exp. 12-31 -22 OF CA0_(_):P UUUMIRIFII INUMUCI •r--0�-- � I I W N89'58'26"W 90.04' encs I naex -I yuj t -I g o LOT 16a 589.58'26"E� ao s `COT 15.75.04'�z -' N, (S89'S8'00"E " 2 0 75.00') ' 30.01' S89'58'26"E 15.00' q r (30.00' 30.01' j }(30.00'} SET NAIL AND TAG LS7070 ❑. S89'58'26"E ON SL'Y FACE WALL. r 75.04' LOT 13 --ON r m N (S89'58'00"E -, Co' ❑ ��a r'a� s 'fl 0 a 75.00') v, ` a �U) O 9 LOT 12 � �� 00 SCALE 1"=60' J LOT 11 s lul rn❑ ❑. 0— 7- 0. LOT 10 0.'' �- J � � (15.00') M& -./ — 2 N22'21'00"W 165.03' 2 75.04'(7 (N22'21'00"W 165.00') LOT "C" 2 S89°58'26"E 90.04' (15M&R r `' (S89'58'00"E 90.00') T •Q j n O � O -,,o 1 O p ' ID r ' 3] LO � N� ¢ cv� 5 2 TAMARIX ST. A 196.14' ON THE BEARING N22'21'00"W BEING THE CENTERLINE OF CECIL DRIVE PER M612/83 BPELSG-2016 Page 2 of 2 N89'58726"W�997,15 ' [(N89°58'00"W)]. Z W V SOUTH LINE W F � SEC. 35. CL SURVEYOR'S NOTES cr) 0 FD. 3/4" I.P. PER MB 12/83, MONUMENT UP O INDICATES SET 1" IRON PIPE WITH PLUG 0.1' TAGGED RCE 23099. NO REF. FOR TAG. FD. 1" I.P. NO REF, STAMPED LS7070. FLUSH. Q INDICATES FOUND MONUMENT AS NOTED 3❑ FD. 2" I.P. WITH 3" BLM BRASS CAP STAMPED INDICATES RECORD DATA PER M812/83. W 1.16 SEC. 35 AND 2. UP 0,3' IN INDICATES RECORD DATA PER MB14/52.. ® FD. 3/4" I.P.. FD. 3/4" I.PER M1314/52. FLUSH. BASIS OF BEARINGS ❑5 FD. 3/4" I.P. PLUG LS 4152 DOWN 0.1' NO THE BEARINGS SHOWN HEREON ARE BASED REF. ON THE BEARING N22'21'00"W BEING THE CENTERLINE OF CECIL DRIVE PER M612/83 BPELSG-2016 Page 2 of 2