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cr25_0589CORNER RECORD City of Brief Legal Description 12X 3S R-1 . V Sec .2 Agency Index CR240351 Document Number Dv2'S " DS County of Riverside Parcel 11 of PM 6600 PMB 19 Paae 52-54 CORNER TYPE QGovernment Corner Q Control 0 Meander Q Property 0 Rancho ❑ Other Date of Survey May 6, 2024 COORDINATES (Optional) N. E. Elevation . California Units 0 Metric 0 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) 0 8771 0 8773 11 Other: Corner/ © Left as found Established ❑ Rebuilt 1:1 Pre -Construction Monument: © Found and tagged © Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: �✓ 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 May 8. 2024 Signed %zyu�^-1--- P.L.S. or RS-E-Io. COUNTY SURVEYOR'S STATEMENT This Corner Record was received 04/30/25 and examined and filed71 Signed P.L.S. o, R. No. 8488 Title County Surveyor County Surveyor's Comment 9766 AND SGP �5 \N S. IsF� � 0 —' No.9766 ��qT£ OF CAI.�F��� ,pL LA/vD,s� o V. Mv a Q No.8488 M * Exp. 12-31-26 OF CA►-1F4� BPELSG-2016 Page 1 of2 uocument Number 'aud'S-- I .w9 r 1 Index lrK a F-ty L-� `,I SCALE 1 "=200' VIA ABRIL FD. 1 1/4" OD. IP, DN. 0.1' PP REMNANTS ACCEPTED AS (i MONUMENT PER PM 205/60-61. SET TAG LS 9766. FD. 1 1/4" OD. IP, FLUSH ACCEPTED AS MONUMENT PER PM 205/60-61. SET TAG LS 9766. -N70'01'41"W 46.84' (N70'01'42"W 46.90')CALC'D PER PM 205/� 60-61. TENAJA RD o M in 00 v 44' r 1n 00 jo 00 N Q fr �. �r 0 44+ o f FD. 1 1/4- OD. IP, d �' DN. 0.3', NO TAG. ^ S68'28'51 W 0.35' co FROM CALCULATED POSITION. NOT a ;r ACCEPTED. SEE DETAIL 4 Z� FD. 1 1/4" OD. IP, DN. 0.3', NO TAG. S68'28'51 W 0.35' FROM CALCULATED POSITION. NOT ACCEPTED. FD. 2" OD. IP, FLUSH, LS 2602 ACCEPTED PER PM 190/81-82. HELD AS POINT ON RADIAL LINE AT 44' R/W. PARC EL 12 n� N59'47'53-W 1p10.65' BY PRORATION • 4g 00 C41,• (1700, N4 . ;;" 4 } �44 558�8 31..w�SgJ / Q3S• 51.E R} 501 s� / 00. N59'46'57"W 1010.70) FD. 1 1/4- OD. IP, UP 0.1' TAG ILLEGIBLE ACCEPTED AS PARCEL 11 CORNER MONUMENT PER PM 19/52-54. SET TAG LS 9766. I PARCEL 11 FD. 2" OD. IP, FLUSH, LS 2602 ACCEPTED PER PM 190/81-82. Q HELD AS POINT ON RADIAL LINE AT 44' R/W. FD. 1 44 ACCEPTED ASD. rp' BUSH N4 3. 5 93' 4S .0 MONUMENT PER PAR' 71 ' NO CO BERG SS• �►V¢4 31 „W�R4 .;,5 456 15 % /81-82. Sir 1 / 2 54 `� PM 00. } J BA► 55g 3� �R} S0�' [N56'07'54"W 00) tN56.09,10"W 54s. eEAR� PARCEL I N56•08'1 " 20') w I /_;9 PH 27771 9 W 549.18• r p� ego e �� � �� SURVEYOR'"NQXS: BASIS OF BEARINGS: BEARINGS HEREON ARE BASED ON THE NORTHWEST LINE OF PARCEL 1 PER PM 190/81-82 BEING N.43'59'31"W. (-) INDICATES, RECORD DATA PER PM 19/52-54. [-] INDICATES, RECORD DATA PER PM 190/81-82. INDICATES, FD. 1 1/4' OD. IP., DN. 0.3', LS 4724 PER PM 190/81-82. (UNLESS OTHERWISE NOTED) O INDICATES, SET 1 1/4" OD. IP., FLUSH, BRASS TAG LS 9766. APN: 932-050-010 SPELSG-2016 Page 2 of 2