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cr18_0522CORNER RECORD Agencylndex � I Document Number I RDS 2 City of Rancho Mirage County of RIVERSIDE , California Brief Legal Description Lot 3, TR. 36623, MB 443/58-59; Portion of NE 1/4 of the SE 1/4, of the NW 1/4, SECTION 35, T4S, R5E, SBB&M APN: 674-561-058 PLS Act Ref: 8765(d) CORNER TYPE Government Corner❑ Control Meander ❑ Property Rancho ❑ Other COORDINATES (Optional) N. E. ❑ Elevation Units Metric ❑ ❑ ❑ Horizontal Datum Zone U.S. Survey Foot ❑ Epoch Date Date of Survey 11/20/17 Vertical Datum [:]Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑x Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged El Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: El See sheet #2 for description (s): SEE BACKSIDE L LANA\\ ST EV FN SURVEYOR'S STATEMENT O a = No. 7627 This Corner Recor as prepared by me or under my direction in conformance with yE the Profess! La Su e rs' A n NOVEMBER 2017 Signed P.L.S. No. 7627 T� OF CAS\�O� COUNTY SURVEYOR'S STATEMENT �� N� . This Corner Record was received and examiner& -and -filed f'_7 Signed P.L.S. or E. No.�� `U p)e (jfiF y'.v Title - (r� County Surveyor's Comment Page 1 of 2 Document Number Agencylndex NOTE.- BEARINGS OTEBEARINGS AND DISTANCES ARE PER MB 443/58-59. 0 INDICATES SET TAG STAMPED, "LS 7627" IN BLOCK WALL. 0 INDICATES FOUND TAG "LS 7070" ON TOP OF CURB PER MB 443/58-59 UNLESS OTHERWISE NOTED PER MB 443/58-59 N89'46'09"W 97.99' 0 O \ LOT 4 \0 ' LOT 3 LOT 2 �1 C; LOT 5 Z — — z LOT A \ 7 N89'51'4 1 "W Cl 36.54'-- C2or—— — \ BASIS OF BEARING (PER MB 443/58-59) / N89'51 '41 "W 121.30' —� G`� \ VERLAINE DRIVE I FD. SPIKE & DISK FD. SPIKE & DISK \ LOT B STAMPED "LS 7070" PER STAMPED LS 7070' PER MB 443/58-59 MB 443/58-59 I UNE TABLE NO. BEARING LENGTH L 1 N72'29'40 "W 11.02' FD. TAG "LS 7070' ON TOP OF BLOCK WALL PER MB 443/58-59 BPFLSG-2016 CURVE TABLE NO. A DELTA RADIUS LENGTH Cl 17'22'01 " 110.00' 33.34' C2 03'12'34" 318.50' 17.84' C3 89'43'03" 30.00' 46.98' Page 2 of 2 0 LO W J 0 x IF-wli r •