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cr24_1001CORNER RECORD Agency Index Document Number .;10�- lool City of BEAUMONT County of RIVERSIDE , California Brief Legal Description NILSEN COURT CUL—DE—SAC SEC. 5, T.3S.,R.1W. CORNER TYPE COORDINATES (Optional) N E. ❑ Government Corner ❑ Meander Control Elevation ❑ Property Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey 10/11 /23 & 1 /16/24 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 8765(d) 8771 ❑ 8773 ❑ Other: Corner/ ❑ Left as found ❑ Established ❑ Rebuilt Pre -Construction Monument: ❑ Found and tagged 0 Reestablished N Referenced Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: See sheet #2 for description (s): This Corner Record the Sig SURVEYOR'S STATEMENT red by me or under my direction in conformance with rs' Act on, 1 /22/2024 P.L.S.eF R.G.E. No. 5411 COUNTY SURVEYOR'S STATEMENT This Corner Record was received :,-/ I and examine Signed ` Title -/ 14, 2oti • �� P.L.S. or-No.94&.71-' Dep* GDunl $tlilYeyor County Surveyor's Comment LAND � O � o No. 5411 *� Exp. 9/30/24 `* 9 CA-\ BPELSG-2016 Page 1 of 2 Document Number , W . /ool Agencylndex REFERENCES AND LEGEND R1 = COUNTY OF RIVERSIDE TRACT NO. 30891-1, M.B. 395/14-22 1 1 N.T.S. 22.01' -40.17' 18.19'l-- WW co=) Jp Z U MONUMENT NOTES FD MAG NAIL, NO TAG, PER R1, FLUSH, BEFORE CONSTRUCTION. FD NOTHING, SET GEAR SPIKE & WASHER STAMPED IS 5411" PER TIES HEREON, FLUSH, AFTER CONSTRUCTION. FD LEAD, TACK & TAG, STAMPED IS 5346" IN TOP OF CURB, PER R1, BEFORE & AFTER CONSTRUCTION. ® FD SCRIBED Y' IN TOP OF CURB, NO REFERENCE, SET LEAD, TACK & TAG IS 5411" IN TOP OF CURB. 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. 23-VAN-031 RY BPELSG-2016 Page 2 of 2