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cr23_0431CORNER RECORD Agencylndex CR211221 Document Number 3- ay 3/ City of UNINCORPORATED County of RIVERSIDE , California Brief Legal Description PARCEL 12, PM 4630, PMB 10/3-4, SEC. 5, T8S, R4W, S.B.M. CORNER TYPE COORDINATES (Optional) N. E. Government Corner 1:1 Control El Elevation Meander Property XX Units Metric U.S. Survey Foot X® X RanchoOther Horizontal Datum Zone Epoch Date Date of Survey October 27, 2021 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: N 8765(d) El 8771 E18773 ElOther: Corner/ ❑X Left as found Monument: ❑ Found and tagged ❑ Established ❑X Reestablished ❑ Rebuilt ❑ Referenced 11 Pre -Construction ElPost-Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: Q✓ See sheet #2 for description(s): SEE SHEET 2 SURVEYOR'S STATEMENT LA/VD O G This Corner Record was prepared by me or under my direction in conformance with ��� S p � G the Professional Land Surveyors' Act on November 8, 2021 the M. Smith �0 Signed P.L.S. or R.C.E. No. 8233 * No. 8233 */ OF C COUNTY SURVEYOR'S STATEMENT This Corner Record was received �' 7' 2-3 and examined and filed _ 4�;4 Signed P.L.S. or R. . . No. �j �/CTi . Title County Surveyor's Comment o. 8488 e)(P.17-31-24 BPELSG-2016 Page 1 oft uocumem INumDer c --v--,- --;' u -1 3 Index UK211221 UNINCORPORATED TERRITORY COUNTY OF RIVERSIDE STATE OF CALIFORNIA (N88'27'07"E 725.00') N88'29'32"E 725.05' BASIS OF BEARINGS THE BEARINGS FOR THIS SURVEY ARE BASED UPON THE EASTERLY LINE OF PARCEL 12, BEING NORTH 01'32'53 WEST, AS SHOWN ON PARCEL MAP NO. 4630, PM 10/3-4. UNITS: US SURVEY FEET. BPELSG-2016 Page 2 of 2 LEGEND • FD. 1" I.P. W/PLATIC PLUG TAGGED "R.C.E. 8591", PER PM 10/3-4, UNLESS OTHERWISE NOTED. O SET 1" I.P. "LS 8233", DOWN 0.2'. ( ) RECORD DATA PER PARCEL MAP NO. 4630, PM 10/3-4. APN 932-160-026 PARCEL 9 PARCEL 8 w \ N87'16'38"W 1407.36' �AVENIDA MATORRAL \ L _ (N87'17'39"W 1407.36') 524.98' 315.95 f3i_ _ 209.03 - - - _ �'� O "A" SET BY PROPORTION \ SEE DETAIL \ HEREON FD. 1 IP W/PLASTIC PLUG STAMPED "L.S. 6101", PER PM 181/1-2. — — o o / \ 0) / \ FD. 1" IP W/PLASTIC PLUG BROKEN. zz R=300.00' IN LIEU OF 1" I.P. W/PLATIC PLUG L-45.94' 1 "R.C.E. 8591", PER PMB 10/3-4. twv A=08'46'23" !n SET TAG "LS 8233" U' T=23.01' � z rN Fr Z (R=300.00' o _ L=45.91'ui / z m v rn A=08'46'06 N.T.S. �'' J (0 T=25.30') O V' w PARCEL 12 m PARCEL MAP NO. 4630 PM 10/3-4 4.DETAIL "A" M !n NTS N r 12 Z o z O to PARCEL 11 w PARCEL 13 w Cn 4.l i (N88'27'07"E 725.00') N88'29'32"E 725.05' BASIS OF BEARINGS THE BEARINGS FOR THIS SURVEY ARE BASED UPON THE EASTERLY LINE OF PARCEL 12, BEING NORTH 01'32'53 WEST, AS SHOWN ON PARCEL MAP NO. 4630, PM 10/3-4. UNITS: US SURVEY FEET. BPELSG-2016 Page 2 of 2 LEGEND • FD. 1" I.P. W/PLATIC PLUG TAGGED "R.C.E. 8591", PER PM 10/3-4, UNLESS OTHERWISE NOTED. O SET 1" I.P. "LS 8233", DOWN 0.2'. ( ) RECORD DATA PER PARCEL MAP NO. 4630, PM 10/3-4. APN 932-160-026