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cr23_0930CR220355 CORNER RECORD Agency Index Document Number a0W3- �93U City of RIVERSIDE County of RIVERSIDE , California Brief Legal Description PORTION OF LOT 9 OF COUNTRY CLUB PARTS, M.B. 11164. CORNER TYPE SITE o ® Govemment Comer ❑ Control t ❑ Meander ❑ Property - 35 Rancho ® Other Date of Survey April 7, 2022 Sec. 35 T. 2S., R. 5W. S.B.M. COORDINATES (Optional) N. E• Elevation Units © Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: X❑ 8765(d) 118771 08773 ® Other: Corner/ 0 Left as found Established Rebuilt ® Pre -Construction Monument: M Found and tagged Reestablished Referenced ® Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Comer Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on April 12, 2022 Signed f' _ P.L.S. or '• No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received 4 - � .j 2, and examined and filed 4/ 7/ 2 0 2 3 Signed Title County Surveyor County Surveyor's Comment P.L.S. or R.C.E. No. 4343 LAND D. 'i No. 4343 f CA'_' J �&, L 8488 No. 8488 yk Exp. 12-31-24 CA1-ZF�- BPELSG-2016 Page 1 of 2 W.O. 22-32 Document Number 3 - 93 0 SURVEYOR'S NOTES BASIS OF BEARINGS IS TAKEN FROM NORTH LINE OF PARCEL 4, PER P.M. 173/7-9 BEING N 76'3553" W. • DENOTES FOUND MONUMENTS AS NOTED. O DENOTES SET 1' I.P. TAGGED L.S. 4343, FLUSH. ( )--DENOTES_RECORD-DATA OR CALCULATED PER P.M.173/7-9. FD. 1" I.P. W/PLASTIC PLUG STAMPED L.S. 5174, UP 0.2', PER P.M. 173/7-9. COUNTRY CLUB PARK M.B. 11164 Index CR220355 SCALE: 1'= 50' Lq W toy a <(r �M) w d Co U laJ 0_' aZ� �a a0 coO_ -� Vl h a p M 0 v r Kim \woa3 2 c9 a 3 a I io � i i h - o �dNa d�ON\�(VU M V! h C m P6 p FD. 2" X 2" HUB TAGGED � M � o o L.S. 1825. FLUSH, PER a N a rn P.M. 173/7-9. 1. f N 8147'16" W 60' 239.94' (241.011) 3 BC. 211.08 u' N 8519'02" WJk' R ~ # ESTABLISHED BY INTERSECTION OF 60' f R/W & N. LINE OF LOT 9 PER P.M. 173/7-9, W POR. LOT 9 Z j Q N 53' N 7¢2538 r6 3S f FD. 1" I.P. W/PLASTIC PLUG (N 76 �S'53' W 20776'SAPED L.S. r OT2'M PER P M. 5173/7D-9. 9q�5 OF 8�' NGS 73) O n U PAR. 4 UNE DATA Q BEARING DISTANCE 1Q N 20'07'21" E 132.27' 2 N 02'00'21" E 129.42' CURVE DATA FD. 1" LP. W/PLASTIC PLUG STAMPED L.S. 5174, 5 / FLUSH, PER P.M. 173/7-9. 60• P.M. 173/7--9 ;� Fc. 1 (131.67') FD. 3/4" I.P. & CITY ENGR. (129 42') TAG, DN. 0.2', PER P.M. 173/7-9 & C.R. 13-0360. MON. IS S 20'07'21" W 1.43' / FROM E.C. Q DELTA RADIUS LENGTH TANGENT i 1 18'07'00" 573.68' 181.39' 91.46' (1810'26') (573.68') (181.97') (91.75') 2 18'07'00' 513.68' 162.42' 81.89' 513.68' 24.00' 12.00' f2'40'37* 10'53'23" 513.68' 97.63' 48.96' (10'52'41") (513.68') (97.53) (48.91') 05 4'32'59" 513.68' 40.79' 20.41' (436'39') (513.68') (41.34') (20.68') / FD. 1" I.P. TAGGED L.S. 5174, DN, 0.2', PER P.M. 173/7-9 & }} C.R. 13-0360. I. BPELSG-2016 Page 2 of 2