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cr20_0581CORNER RECORD Agency Index CR Z004��D Document Number Z0 0__ 0Je)1 City of MENIFEE County of RIVERSIDE California Brief Legal Description GOETZ ROAD & RANCHO DRIVE SEC. 30 T. 5 S., R. 3 W., SBM I I I I CORNER TYPE ❑ Government Corner Control ❑ Meander ❑ Property ❑ Rancho ❑ Other Date of Survey 3/20/20 & 5/20/20 COORDINATES (Optional) N. E. Elevation Units Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 [:]Complies with Public Resources Code §§8890-8902 PLS Act Ref: ❑ 8765(d) E 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: N See sheet #2 for description (s): SURVEYOR'S STATEMENT This Corner Record w s pr pared by me or under my direction in conformance with the Profess' eyors' Act on 6/8/20 Signed P.L.S. BF R.G.E. No. 5411 COUNTY SURVEYO 'S ST TEMENT This er Record was received I v (� and examined and filed—t C) 6- 2-� Signed P.L.S. or F Title o ®-�L County Surveyor's Comment BPELSG-2016 Pagel of 2 Document Number Z02.(O-O5e)l Agency Index M 2004110 LEGEND E.P. = EDGE OF PAVEMENT 1 N.T.S. BARRACADE ❑ (,O LOT 1 RECORD OF SURVEY �O R.S.B. 14/54-55 O 41.93, O C: o: LOT 3 RECORD OF SURVEY R.S.B. 14/54-55 MONUMENT NOTES � A FD SPIKE & WASHER STAMPED "RIVERSIDE COUNTY SURVEYOR" DOWN 0.15', NO REFERENCE, BEFORE CONSTRUCTION. FD NOTHING, SET GEAR SPIKE & WASHER STAMPED IS 5411" FLUSH PER TIES HEREON, AFTER CONSTRUCTION. 0 SET MAG NAIL & WASHER STAMPED IS 5411" NEAR EDGE OF PAVEMENT. ❑ SET MAG NAIL & WASHER STAMPED IS 5411" IN TOP OF BARRACADE POST. THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771. NO CLAIM IS MADE REGARDING THE CORRECTNESS OF THE POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO STREET CENTERLINES OR PROPERTY BOUNDARIES. 20-RJN-064 BPELSG-2016 Page 2 of 2