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cr24_2431CORNER RECORD Agency Index CR240745 5 OF 13 Document Number lao City of Perris County of Riverside , California Brief Legal Description Alignment Monument, Interstate 215, Section 19, T4S, RM, SBM CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation x; ❑ Meander ❑ Property Units ❑ Metric ❑ U.S. Survey Foot 1 itJ ❑ Rancho ® Other Horizontal Datum Zone Epoch Date Date of Survey October 2, 2024 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 8765(d) l 8771 ❑ 8773 ❑ Other: Corner/ ❑ Left as found El Established ❑ Rebuilt ❑ Pre -Construction Monument: Found and tagged Reestablished � Referenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed x❑ 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 October 2, 2024 Signed 01&*&tde r_ai�44-44- P.L.S. or-R-�. No. 9666 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed Signed—,4!!5P.L.S. orR:&.-E,. No. Title DEPUTY COUNTY SURVEYOR County Surveyor's Comment NOVEMBER 14 2024 DECEMBER 04 2024 9459 sORLAND0 J. o CBRERA No Q 0OF C AL�� rr 4, f a No. 9459 x * Exp. 9-30-26 �0F c -L BPELSG-2016 Page 1 of2 ument Number 2.5' 1 NOT TO SCALE �D v� F-0.2 6' Agency Index CR240745 5 OF 13 � A 215 oz -A 8, G� O 4 `�`r 0G2 � O •27- RIV 215 M 28.76 5 � Q 2 n s MONUMENT TIES ARE TANGENT OVER FOUND 2 4" CADT BRASS DISK IN 2" IP STAMPED "RIV-215 PM 28.76 ALIGN 1994", FLUSH IN ASPHALT SHOULDER PER MONUMENTATION MAP 453680-05. 0 SET MAG NAIL WITH CALTRANS WASHER STAMPED "RP17", FLUSH IN ASPHALT 2 SET MAG NAIL WITH CALTRANS WASHER STAMPED "RP18", FLUSH IN ASPHALT 0 SET MAG NAIL WITH CALTRANS WASHER STAMPED "RP19", FLUSH IN ASPHALT 4 SET MAG NAIL WITH CALTRANS WASHER STAMPED "RP20", FLUSH IN ASPHALT RIV 215 PM 28.76 LAT- N33°48'41.56111" LONG- W117°14'15.33003" BPELSO-2016 Page 2 of 2