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cr24_2480CORNER RECORD Agency Index CR231489 Document Number City of RIVERSIDE County of RIVERSIDE California Brief Legal Description PARCEL 4 OF PARCEL MAP NO. 17097 CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation 27� ❑ Meander ® Property Units Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date _ T6S R2W Date of Survey 8-27-2023 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): LAND se L SURVEYOR'S STATEMENT U�� �.�V DA,0 04 This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on _ 9-04-2023 SignedP.L.S. orR.G.E No. 9650 T d'P, NO. 9650 OF CALIF O� COUNTY SURVEYOR'S STATEMENT This Corner Record was received - �3 and examined and filed SignedP.L.S. or R-C.. No. Title ODUI SIAYv COUNTY SURVEYOR'S COMMENT BPELSG-2023 Page 1 of 2 Document Number .2 0.2 y -�? /��O Agency Index CR231489 MONUMENT NOTES QFOUND IRON PIPE, ILLEGIBLE, DOWN 1.4 FEET, PER R1 2❑ FOUND IRON PIPE, ILLEGIBLE, DOWN 1.3 FEET, PER R1 ❑3 FOUND 1" IRON PIPE WITH TAG, STAMPED "LS 3259" FLUSH IN AC., PER R1 ®SET REBAR AND ALUMINUM CAP STAMPED "LS 9650" 1.36' N26°13'14"E FROM PROPERTY CORNER SET REBAR AND ALUMINUM CAP STAMPED "LS 9650" 0.95' N75'38'13"E FROM PROPERTY CORNER © SET REBAR AND ALUMINUM CAP STAMPED "LS 9650" 0.85' NO6"52'34"W FROM PROPERTY CORNER ❑7 SET REBAR AND ALUMINUM CAP STAMPED "LS 9650" 0.12' N75023'33"W FROM PROPERTY CORNER ® SET REBAR AND ALUMINUM CAP STAMPED "LS 9650" 0.11' N74"35'13"W FROM PROPERTY CORNER O SET REBAR AND ALUMINUM CAP STAMPED LS 9650 CURVE # DELTA Cl 14"33'07" C2 29'04'14" C3 12"59'21" BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE PER R1 , AS BEING N75°26'31"E ALONG THE CENTERLINE OF SIDNEY CIRCLE SCALE:1 "=200' REFERENCES. R1 = PARCEL MAP NO. 17907, P.M.B. 92/43 LINE TABLE LINE # BEARING MEASURED RECORD DISTANCE DISTANCE (R1) L1 N75'26'31"E 30.00' 30.00' L2 N00'02'05"W 33.68' 33.68' L3 N14°35'12"W 32.37' 32.27' L4 N59"35'13'W 20.91' 21.21' L5 N63"41'05"E 19.93' 19.97' L6 N21 "07'29"E 37.57' 37.57' L7 N55"55'5B"W 43.07' 42.72' CURVE TABLE RADIUS LENGTH RECORD DELTA (R1) RECORD LENGTH (R1) 270.0d 68.5Y 14"33'07" 68.57' 380.0d 192.8d 29"07'31" 193.17' 380.Od 86.15' 13"00'00" 86.22' r- Pq 3�• • I L7 32� • lags '�• � N7723'1 p'g' A9�. a . 35p.0o' 128.0,7 (i27,g4'I --20 43'27" • q%� 'S6 valles) 0--35038'10 1 g15OF��7690 E R=350.00% L=217.'9' (217.88') ANT 5"x631 5 L ,'-CL �SM 6 L3 ,U4 EY C2 N7y"253�" 131 .-7 •C7 1 L5 L6 V� �O yz) �132.Oi CO co o o�N�i•- 3 T28.02� s�� �� ,. oo�' 2�� PARCEL 4 D=20°42'57" � (136.85') 1 ryaa�-� PARCELS 1 8, 2 0 N00'55'44"W 40.20' (40.09') oo"�= a WQ-1 PARCEL 3 161-14-16"' M8( ) N26"41'52"W -4 \Q� 30 O6' PL^ [R@[EfL Hnp a0o 51510�77 G�tn ] • 60 Fr``rtA e 80 o 00. \\ �•�9`Zg� 20l �•-• y91108D,• `Z3 ,� A3 L2 yg E �a N�3 3't Us- N N (V N CD 0 �z Page 2 of 2