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cr20_0593CORNER RECORD Agency Index 200116 Document Number 2-020-00195 City of RIVERSIDE County of Riverside , California Brief Legal Description Lot 25 per M.B. 11/64. Sec. 35 T. 2 S., R. 5 W., S.B.M. • CORNER TYPE COORDINATES (Optional) N. E. Government Corner [:] Control Elevation SITE ® Meander Property Units E] Metric U.S. Survey Foot --------315 --------- Rancho Other Horizontal Datum Zone Epoch Date Date of Survey February 6, 2020 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ® 8765(d) EX 8771 [-] 8773 [:] Other: Corner/ © Left as found M Established M Rebuilt Pre -Construction Monument: ®Found and tagged ®Reestablished ® Referenced 11 Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description(s): G�� to LAND SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with No, 4343 the Professional Land Surveyors' Act on February 12, 2020 P.L.S. ori -c -E. No. 4343 ATF OF CALJFQ;W COUNTY SURVEYOR'S STATEMENT This Corner Record was received ��)3zbal> 9 \_AND S and examined and filed ll J (P Z z o � �� H144� �_P 0 Signed 12� P.L.S. or F3,e'E. No. C%/ •2 Title 1:2� Co "n,, w,2104.- No. 9017 ( Exp. 09-30-21 County Surveyor's Comment BPELSG-2016 Page 1 of 2 W.O. 2019-21 Document Number Z -U` v - U.LJ'-1 L) A enc Index 1UU11b SURVEYOR'S NOTES SCALE: 1"=100' BASIS OF BEARINGS IS TAKEN FROM THE MOST WESTERLY PROPERTY LINE OF LOT 25, PER M.B. 11/64 BEING S 23'500" W. • DENOTES FOUND MONUMENTS AS NOTED. O DENOTES SET 1" I.P. TAGGED L.S. 4343, FLUSH, UNLESS OTHERWISE NOTED. ( ) DENOTES RECORD DATA OR CALCULATED PER M.B. 11/64. S.F.N. DENOTES SEARCHED, FOUND NOTHING. ALL I.P. DIMENSIONS ARE INSIDE DIAMETER. BEARING DISTANCE Q� FD. 3/4" I.P. NO TAG, UP 0.3', 78.78' NO REFERENCE. MON. ACCEPTED 215' (S 23.25'00" W) AS PROP. COR. PER M.B. 11/64. SFT TAC I C 4141 2 FD. 3/4" I.P. NO TAG, DN. 0.6', NO REFERENCE. MON. ACCEPTED AS PROP. COR. PER M.B. 11/64. SET TAG L.S. 4343. N SET LEAD, BRASS NAIL, & TAG L.S. 4343 IN CONC. DRIVE. UNE DATA ® BEARING DISTANCE 1 S 2325'00" W 78.78' (S 23.25'00" W) (78.70') 2 S 20-20'23" W 78.94' (S 2019'00" W) (79.00') 3 S 18139'19" W 85.24' (S 18.38'00" W) (85.30') 4 N 44'31'19" E 26.79' (N 44°29'00" E) (26.80') 5 N 37'06'25" W 99.93' (N 37'05'00" W) (100.00') 6 S 70.28'09" W 70.01' (S 70.31'00" W) (70.00') 7 N 30'00'25" W 54.63' (N 30'19'00" W) (53.80') Ell Lme.. POINT "B" a o• Q 25 a POINT "A" 2 Q C-) 6 v ?S. SET LEAD, BRASS NAIL, & TAG L.S. 4343 IN CONC. Q ENTRY WALK. 26 J�v NO 1 A�j Q / ESTABLISHED PROPERTY CORNERS BETWEEN POINT "A" AND POINT "B" BY USING COMPASS RULE ADJUSTMENT PER COUNTRY CLUB PARK M.B. 11/64. 9L BPELSG-2016 Page 2 of 2