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cr24_0345
CORNER RECORD City Of Brief Legal Description e Area Agencylndex 230970 Document Number 2024-0345 County of RIVERSIDE Parcel 3 of PM 57/69-70 . California CORNER TYPE COORDINATES (Optional) N. E. X i 0 Government Corner ® Control Elevation 36 Meander Eg Property Units Metric U U.S. Survey Foot © Rancho rj Other Horizontal Datum i Zone Epoch Date Date of Survey August 23, 2022 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) El 8771 11 8773 ElOther: Corner/ Z Left as found Established Rebuilt Pre -Construction Monument: R Found and tagged 0 Reestablished 11 Referenced Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors'Act on January 3. 2024 Signed A� w P.L.S. or-1476-&-Ne- 5306 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 1W g' 2— o2 4 and examined and filed —13 I Signed 1 P.L.S. or R.C.E. No. Title gwusoz hg l &Ayve �GY County Surveyor's Comment o NO a 5306 C BPELSG-2016 Page 1 of2 nnnA nnAr IJUL,UMLINI NUMBLK LVLT-vlj-r./ ALILNUI RIVERSIDE AVE i PARCEL 2 FD FLUSH 0=105'00'39" PARCEL 1 R = 48' FD 0.1' DN L = 87.98' SFN L1 N89'11'54"E 268.98' (R) R&M COYOTE CT h 105'00'39" R = 48' N Q L = 87.97' O r) 00 � N PARCEL 3 PARCEL 3 N � N :n O O N Z O Z FD 0.1' DN FD 0.2' DN IL N89' 12'33"E 329.44' R&M 329.45' N89' 12'33"E 658.89' R&M BASIS OF BEARING: THE BASIS OF BEARING FOR THIS SURVEY IS THE SOUTH LINE OF PARCEL MAP 75/69-70. BEING: N89' 12'33"E. SURVEYOR'S NOTES: O INDICATES SET 1" I.P. WITH TAG STAMPED LS 5306, FLUSH. ■ INDICATES FD MONUMENT PER PM 75/69-70. ■ INDICATE FD 5/8" REBAR UP 0.20', NO REF ACCEPTED AS COMMON PROPERTY CORNER BETWEEN PARCELS 3 & 4. R&M INDICATES RECORD & MEASURED PER PM 75/69-70. SFN INDICATES SEARCHED FOUND NOTHING. l N89' 1 1 '54"E 341.85' L2 N01'54'05"W 330.36' BPELSG-2016 PAGE 2 OF 2 V /0 FD 0.5' DN N J f SFN 2 0 co cD o � � o Lo o II I Lo O O .� Z � J O Z u FD 0.7' DN