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cr24_1714CORNER RECORD Agency Index CR240475 Document Number 2024-1714 City of UNINCORPORATED AREA County of RIVERSIDE California Brief Legal Description LOTS 13, 14, & 15 AS SHOWN BY M.B. 4/63, S.1, T.6S., R.7E., S.B.M. CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation ❑ Meander ❑X Property Units ❑ Metric ❑J.S. Survey Foot -----------t----------- S Il X ❑ Rancho ❑Other Horizontal Datum Zone Epoch Date Date of Survey June 7, 2024 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/ deft as found Dstablished ❑ Rebuilt are -Construction Monument: bound and tagged Eheestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: Q 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 Surve_�_DhA, i e)ne)n Signe P.L.S. or R.C.E. No. 8223 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 8/01/2024 and examined and filleedP 8/01/2024 Signed Title Deputy County Surveyor County Surveyor's Comment P.L.S. aui+ . . No. 9801 /ONP` LANO s\ O� �m CC LUKE R. BEVERLY C) CL No. 8223 \TF OF CAL�FO�/ No. 9801 Exp. 09-30-25 BPELSG-2016 Page 1 of2 uocument Ivumoer LVL'F- 1 1 1 - Inaex C:HC24U4/5 L? _ 30' RIGHT-OF-WAY PER UK 1842, PG 330 1317.71 '- (1317.84')R1 BASIS or BEARINGS (N 89'45'22" E 2644.49')R1 - N 89'45'22" E 2644.49 ESTAB. AT PROLONGATION 2 OF MONS. LOT 13 APN 779-340-003 N N� ESTAB. BY N SINGLE PROP. (N 89'48'34" E 1316.06)R1 ? N 89'48'39" E 1315.9 ' - - O py,.) 0 o Qp pep op fQ TON �•^ p4 tijl z 3�33 efiN¢ LOT ?4 NI) a do APN 779-340-004 �. rn Ck' w,nusb aaoo oa4z 89'59'55" E 1314.39R3 ? z z �IN N 89'51'39" E 1314,28' R2 5 N 89'51'46" E 1314.29R1 N 89'52'24" E 1314.2 ' 30' RIGHT-OF-WAY h ;,ter r ��} PER M.B. 4/63 l� � �n nmaq rrno0 �NR nR7 LOT 15 33 r- 0 APN 779-380-007 �-w kn-,n toNo,c NWM1N r'7NNb bboo N 89'57'15" W 1306.84 R3 000 N 8959'54" W 1316.81' R2 a z? N 89'59'37" W 1316.58' R1 N 59'59'43" W 1316.50' AVENUE 52 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF AVENUE 51 PER R.S. 153/46 TAKEN AS: N 89.55'22" W. NOTES: INDICATES FOUND MONUMENT AS NOTED. Q INDICATES SET GEAR SPIKE & WASHER STAMPED, "P.L.S. 8223", FLUSH IN ASPHALT ()R1 INDICATES RECORD DATA PER R.S. 153/46. ()R2 INDICATES RECORD DATA PER R.S. 127/55. ()R3 INDICATES RECORD DATA PER R.S. 14/69. NOT TO SCALE 3 AVENUE 51 1326.78' (1326.65')R1 [1] W 0 �/'�c� • z c� I MONUMENT NOTES FD. 1" I.P. W/PLASTIC PLUG STAMPED, 'RIV. CO. TRANS", FLUSH IN ASPHALT, PER C.R. 2021-632. ACCEPTED AS THE C 1/4 COR. OF SEC, 1. Q FD. 1" I.P. W/NAIL & TAG STAMPED, "L.S, 5174", DOWN 0.5' IN N,G., PER R1. ACCEPTED AS THE INTERSECTION OF THE EASTERLY LINE OF LOT 13 AND THE SOUTHERLY R/W LINE OF AVENUE 51. ❑3 FD. 1" I.P. W/NAIL & TAG STAMPED, "L.S. 5174", DOWN 0.1' IN N.G., PER R1. ACCEPTED AS THE EAST 1/4 OF SECTION 1. ® FD. 1" I.P. W/NAIL & TAG STAMPED, L.S. 5174", FLUSH IN N.G., PER R1. ACCEPTED AS THE N.E. CDR. OF LOT 14. ❑5 FD. 1" LP, W/PLASTIC PLUG STAMPED, "RIV. CO. TRANS", FLUSH IN ASPHALT, PER C.R. 2020-600. ACCEPTED AS THE N.W. COR. OF LOT 15. © FD. DAMAGED 3/4" I.P. W/NAIL & TAG STAMPED, "P.L.S. 8223", DOWN 1.5' IN N.G., PER C.R. 2023-463. ACCEPTED AS THE N.E. COR. OF LOT 15, RE -SET 1" I.P. W/NAIL & TAG STAMPED "P.L.S. 8223", FLUSH IN N.G. ❑7 FD. 1" I.P. W/PLASTIC PLUG STAMPED, "RIV. CO. TRANS", FLUSH IN ASPHALT, PER C.R. 2021-631. ACCEPTED AS THE S.W. COR. OF LOT 15. ® FD. NAIL & TAG STAMPED, L.S. 5174", FLUSH IN CONC., PER R1. ACCEPTED AS THE INTERSECTION OF THE SOUTHERLY LINE OF LOT 15 AND THE EASTERLY R/W LINE OF CALHOUN ST. ® FD. 1' I. P. W/NAIL & TAG STAMPED, "L.S. 5174", DOWN 0.5' IN N.G., PER R1. ACCEPTED AS THE S.E. COR. OF LOT 15. 10 FD. MAG NAIL & WASHER STAMPED "RIV. CO. TRANS.", FLUSH IN ASPHALT, NO REF. ACCEPTED AS THE S 1/4 COR. OF SECTION 1. J.N. 2838 BPELSG-2016 Page 2 of 2