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cr24_2340CORNER RECORD Agency Index CR24O743 Document Number City of Lake of Elsinore County of Riverside , California Brief Legal Description Lot 499 of Country Club Heights Unit A MB 16 Pages 59-61 CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation ❑ Meander © Property Units ❑ Metric ❑ U.S. Survey Foot Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey November 6, 2024 Vertical Datum T_ i RV. Sec 3; 36 Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) E] 8771 1718773 ❑ Other: Corner/ © Left as found Established ❑ Rebuilt ❑ Pre -Construction Monument: © Found and tagged © Reestablished D Referenced ® Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ✓Z 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 Signed November 6, 2024 P.L.S. or ^.6—lo. 9766 COUNTY SURVEYOR'S STATEMENT This Corner Record was received � l 1 ,\— and examined and filed Signed Title &%A rbA Y &MAC County Surveyor's Comment P.L.S. or-R-&.E. No. I /O\*S sG� —' No.9766 �F OF C ALA BPELSG-2016 Page 1 of 2 Document Number -.913!4 Agency Index UKL14U/4;J CENTERLINE PI. E "4�' �clot , tK COUNTRY CLUB HMONTS C^ 40�. UV 41S��2 ���:1� '82s2S���aT [t `v CV �f ^7 Fi 2�2 62S'�r ]r�s8• ¢�� SCALE 1 "=80' ti o S0 01 A cv rn Q, �- Dcp�'1 Q��o v, � �C� `�`1. 40 V NJ�1�4 �? � Q 82 2Q 'isa 20. 400 ell � �'�`'•` (`��° FD. 1 1/4" OD. IP., DN. `L�' 0{' ®� 1.0', NO TAG NAIL IN V� paF" ti'�.(� �,�� CTR, NO REF. ti tig yk`�- L�p� �� gti ACCEPTED AS PROPERTY � �� CORNER. �t,�5 �,$�� N4� � r .�'�`� pF' s- �� FD. 1 1/4" OD. IP., DN. 1.5', NAIL IN CTR, � 6� 0' . NO REF. ACCEPTED AS POINT ON LINE. �y 00.j J R ��hOg ^q 0=25'18'23" R=140' L=61.83' T=31.43' l' I M/ B 9� 59-61 (A---25'17'34" R=140' L=61.80' T=31.41') >>. C2 0=56'29'15" R=60' L=59.15' T=32.23' R=60' L=59.15' T=32.23') (6--56'28'54" C3 0=78'10'33" R=60' L=81.87' T=48.74' J� (A---78'08'40" R=60' L=81.83' T=48.71') r� FD. 1 1/4" OD. IP., DN. 0.4', LS 5346, NO REF. ACCEPTED AS CENTERLINE PI. SURVEYOR'S NOTES: 1G BASIS OF BEARINGS: BEARINGS HEREON ARE BASED ON A ry c,, Q PORTION OF THE CENTERLINE OF NICHOLS STREET PER RS 119/17 BEING N.17'09'20"E. Af�A 4"��`1%Q� (—) INDICATES, RECORD DATA PER MB 16/59-61. INDICATES, RECORD DATA PER RS 119/17. INDICATES, FOUND 1 1/4' OD. IP., DN. 0.3', LS 5091 G $ PER RS 119/17. (UNLESS OTHERWISE NOTED) O INDICATES, SET 1 1/4" OD. IP., FLUSH, BRASS TAG LS 9766. FD. 1 1/4" OD. IP., DN. NO REF/ ACCEPTED AS 0.2', LS 3799, , CENTERLINE PI. APN S: 378-172-031 378-172-032 BPELSG-2016 Page 2 of 2