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cr24_0688CORNER RECORD Agencyindex Document Number C R230534 �v -- 0& ff8 City of Palm Springs County of RIVERSIDE , California Brief Legal Description tot 27, Amended Mop of TR 18087, MB 216132-40, Portion of SE 114, Sec. 35 & Portion of SW 114, Sec, 36, T4S, R4E, SBA I- 35 ' 36 CORNER TYPE COORDINATES (Optional) ❑ Government Corner ® Control 0 Meander © Property ❑ Rancho ❑ Other N. Elevation E. Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date X Date of Survey 5/091202J Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: ❑X 8765(d) 0 8771 ❑ 8773 ❑ Other: Corner/ ® Left as found ❑ Established 0 Rebuilt ❑ Pre -Construction Monument: 0 Found and tagged ® Reestablished ❑ Referenced 0 Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professi Land Surveyors' Act on May 16, 202J Signed P.L.S. No. 4075 COUNTY SURVEYOR'S STATEMENT This Corner Record was received April 5, 2024 and examined and filed Signed _-_- V _ P.L.S. or 1RE. No. Title Riverside County Surveyor County Surveyor's Comment E:: Lp,SG� D. Q � * No. 4075 �E OF SPELSG-2019 Page 102 Document (dumber Agency index CR230534 CURVE TABLE NO. 4 DELTA RADIUS LENGTH Cl 1 55'24'04" 115.71' 111.88' [62] 37'5625" 90.00' 59.60' [C3] 13'30'35" 200.00' 47.16' 18'39'19" 320.00' 104.19' v05 73' 16'24" 200.00' 255.77' LINE TABLE NO. BEARING LENGTH L1 N89'51'23'£ 30.00' L2 N00'04'51"E 25.00' L3 N89'51'23"E 64.25' 0 Fz- N SET RECORD DISTANCE FROM ESTABLISHED LOT CORNERS N 00 00 w z_� � N ' m U I LOT 30 LOT 29�y z 4k�1 , Q,b ��� SET LEAD w/ TAG ON TOP CONC. DRAINAGE SPILLWS STAMPED, I �IN 'SEARCH FOUNDLOT 28 r \\ NOTHING Lof � a L r 22 �- Lai 1. SEARCHED AND FOUND NOTHING AT ALL LOT CORNERS UNLESS OTHERWISE NOTED. 2. ALL BEARINGS AND DISTANCES ARE RECORDED AND MEASURED PER MB 216132-40 UNLESS OTHERWISE NOTED. JOB # 323m-001 moffmiff NET E] FD 1' 1P w/ NO TAG, DN. 0.4' IN C.P.S. MONUMENT WELL 0 PER MB. 216/32-40. 2❑ FOUND C.P.S. MONUMENT WELL SEALED BY A/C PAVEMENT PER MB. 216132-40, 33 FOUND 2 j U.S.G.L,O. BRASS CAP 2008 , UP O.3' PER 6' MB 216132-40. ACCEPTED AS 114. COR. SEC. 35-36 N89'37'34'W 327,08' (N89'45'08'W 327.00') I v - SET PROPORTIONAL DISTANCE ON i SECTION LINE I I n M1 � t ti O w LOT 27 Ow SEF PROPORTIONAL v DISTANCE ON =4'' g SECTION LINE °q o AMENDED MAP OF o a TRACT NO. 18087 z MB 216132-40 [N89'40'06"W 326.60' (NB9'52'00"W 326.59 N89'43'36'W 326,52 �0 COMMON LOT 13 4 ; ` LOT 11 ���� o Lor12 l _ M1 o 0 0 C40 INDICIES SET 1 " IP w/ PLUG STAMPED, 1S 4075, FLUSH UNLESS OTHERWISE NOTED. OO INDICATES SET REBAR wl CAP STAMPED, 'ZS 4075 ; FLUSH. C3 INDICATES FD 3/4' IP w/ TAG STAMPED, Q 'L.S 4146 , FLUSH PER M8 148114-15. �Q ACCEPTED AS LOT CORNER. INDICATES FD GEAR SPIKE w/ WASHER SEARCH FOUND STAMPED ILS 6500, FLUSH IN LIEU OF 1 j' NOTHING FOR S.E. BRASS CAP STAMPED 'LS 4146" PER MB CORNER SEC. 35 148114-15. 10 INDICATES FOUND MONUMENT AS NOTED. () INDICATES INFORMATION PER MB 216132-40. INDICATES INFORMATION PER M8 148114-15. BPELSG-2016 Page 2 of 2