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cr23_1142CORNER RECORD Agency Index CR220532 Document Number � - 11q2_ City of Lake Elsinore County of Riverside , California Brief Legal Description Lot 7 in Block "A" of Hamptons First Addition to Elsinore MB 4 Page 267 CORNER TYPE COORDINATES (Optional) N. E. IGovernment Corner Control Elevation X � Q 0 - Meander Q Property Units Metric Q U.S. Survey Foot --------- $ - - - Q Rancho E] Other Horizontal Datum Zone Epoch Date Date of Survey September 1, 2022 Vertical Datum Complies with Public Resources Code §§8801-8819 Section 8 T.6S., RAWComplies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) 11 8771 0 8773 0 Other: Corner/ Left as found Established ❑ RebuiltM Pre -Construction Monument: El Found and tagged Reestablished Referenced El Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: r✓ 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 Sburveygr ' ct September 27, 2022 Signed or R.C.E. No. 2242$ COUNTY SURVEYOR'S STATEMENT This Corner Record was received October 17, 2022 and examined and filed 06/05/2023 Signed P.L.S. or&Qv&No. $488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page 1 of 2 /Q�pFESS10,��\ c`a N fi W No. 22428 za r I" ocumpnt'Nttmhpr //4-2- Aapncv Indpw r Rggn-q.qq 1 " = 80' (N 18°29'30 E 160.97' R2) D NAIL NO TOP, NO TAG, DOWN (N 18'29'30'E 160.93' R3) 05' FDR CENTERLINE ACCEPTED ti N 18'29'51 "E 160.95' AS NAIL SET PER R3. o QL f GRAHAM AV UE FD NAIL AND WASHER-) J Ei IS 7654" FLUSH FOR 1-;5.47' (135'R1) , N CENTERLINE I o^i �u".45 30.89 �� �i on INTERSECTION PER R3. , (b t� 0 g (30.85 R 1) ao 25 ,. (30.80'R4) 25 J Z o� 135.44' (135R1) 135.44' (135'R1)� J o� 177 is rn o q' I c) _� O O Qi n N 07 Lu Cl CURVE DATA QU R=510' oo O o Q L=162.76' Cd=18°17'02 ` Z R=510' �R2 I D L=162.75' o� o �� d=18°17'16 oo �g �� `�LO o C� (i!� R=510' �R3 �� �'� Z 0 L=162.78' a I IN�O Z� C W �� �Oo � �`� o o z �nl �o CLW Z w it %oen N� 200 Q 21 100 0� a SIJ �Q u -N 2�W c"� WW2 w W NI y OZ (! O 22 Z O ® N� �� �h Qti 4Q�-® W W W Z 0 0 23 N 18'29 '20"E to � lv � w - ��135.21 (135 Ri) I W p �! O� 135.21 (135'R1) ^ o �, F� a W W I O� d 0 1' p _ . �� Li O Z ^I �� �� � Y 135.18_(135 R1) ___ 135'R1 \- �? wci 3 w ov N 18'29 201E cc M00 z o z °' 25' A o W tr) r�i z z z c % I I = z . cnU 0 a O LOa z w o w- o am D o ^cs tn I mao \ zZ myo oN (45'R1) i) ,(�45Fi) (45 `' 'R1) (45'R1) o� z 45.03 45.02 45.03 45.03' 45.02 45.03 Z Z W w 1 (0 °' o 30'E 320.13' R2) - ix r 00 °D ° i- N_N 18'29 20 "E 320.13'(N 18 29 J0 "E J20.21' R3) N ¢w woo\d — — W W L, N\ O N(N . w \00 MA. n) W CHESTNUT STREET �.�o W H- p N o m < C-) FD NAIL AND WASHER IS 8133 ON POINT" FLUSH, (nY w U o a NO REFERENCE. ACCEPTED FOR CENTERLINE z z INTERSECTION. QW W.-NM� and wwhQ w �0 APN: 373-041-020 BPELSG-2016 Page 2 of 2