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cr19_0189CORNER RECORD Agency Index Document Number CR180343 zw? - D/8g City of PALM SPRINGS County of RIVERSIDE , California Brief Legal Description LOTS 1-4 BLOCK 6 M.B. 11/2, SEC. 10, T.4S., R.4E., S.B.M. CORNER TYPE i ❑ Government Corner ❑ Control i -^ - ❑ Meander 0 Property I ❑ Rancho ❑ Other I X Date of Survey April 6, 2018 N. Elevation COORDINATES (Optional) E. Units ❑ Metric ❑ 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) 118771 ❑ 8773 ❑ Other: Corner/ © Left as found ❑ Established ❑ Rebuilt ❑ 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): I -FD. GEAR SPIKE & WASHER STAMPED "LS 5411", FLUSH, PER CORNER RECORD 2012-125, ACCEPTED AS POINT ON C/L N. CAHUILLA ROAD. 2 -FD. 1" I.P. W/PLASTIC PLUG", LS 4897", FLUSH, NO REF, ACCEPTED AS NW COR. PARCEL 6050-29 OF R.S.42/43-48 3 -FD. COPPERWELD STAMPED "RCE 26401', FLUSH, PER CORNER RECORD 2015-277, ACCEPTED AS C/L INT. N. PALM CANYON DRIVE & EL ALAMEDA. 4 -FD. 1" LP. W/SCREW, NO ID, DN 0.9' IN MONUMENT WELL, PER CORNER RECORD 2013-290, ACCEPTED AS C/L INT. N. INDIAN CANYON DRIVE & GRANVIA VALMONTE. 5 -FD. 1" LP.OPEN, NO ID, UP 0.1', NO REFERENCE, NOT ACCEPTED AS NE COR. PARCEL 6050-30 OF R.S.42/43-48. HELD FOR LINE ONLY. SEE DETAIL "A" ON REVERSE. 6 -FD. 2 I/2" I.P., OPEN, NO ID, DN 0.5' IN MONUMENT WELL, PER R.S. 42/43-48, ACCEPTED AS C/L INT. N. CAHUILLA ROAD & W. CHINO DRIVE. 7 -FD. 2" I.P. W/SPIKE, NO ID, DN 1.0' IN MONUMENT WELL, PER R.S. 42/43-48, ACCEPTED AS C/L INT. N. BELARDO ROAD & W. CHINO DRIVE. 8 -FD. ]" I.Y. W/PLASTIC PLUG "LS 4897", ON 0.3', NO REFERENCE, ACCEPTED AS SOUTHWEST COR. LOT 4 XB. 11/2. 9 -FD. NAIL & TAG "LS 4897", FLUSH IN TOP OF MONUMENT WALL SIGN, NO REFERENCE, ACCEPTED AS SOUTHEAST COR. LOT 1 M.B. 11/2. 10 -FD. REBAR, NO ID, DN 1.1' IN MONUMENT WELL, PER R.S. 146/59, ACCEPTED AS C/L IN'r. N. CAHUILLA ROAD & W. ALEJO ROAD, I 1 -FD. 3/4" I.P. W/TAG "CPS", DN 0.8' IN MONUMENT WELL, PER CORNER RECORD 2012-123, ACCEPTED AS C/L INT. N. BELARDO ROAD & W. ALEJO ROAD. 12 -FD. 2 1/2" BRASS DISK STAMPED "S10-11-14-15", DN 0.11N MONUMENT WELL, PER CORNER RECORD 2013-291, ACCEPTED AS SOUTHEAST COR. SEC. 10. SURVEYOR'S STATEMENT �p1. I AAQ> This Corner Record was prepared by me or under my direction in conformance CHARLES R HARR13 ^ with the Professional Land Surveyors' Act onFebruary 12, 2019 5� H A r No. 4889 1 Signed AWN' P.L.S. No. 4989 � �7C 'fj� CAS' DF COUNTY SURVEYOR'S STATEMENT This Corner Record was received 7/1/2018 and examined and filed Signed � � P.L.S. or No. 8488 Title CDuv)ry 5r~.IrveN01r County Surveyor's Comment BPELSG-2016 Page 1 ol2 LAND k. Mn I 0 )�)�j Exp. ia0 02^Ia ^ /pis uocumen[ Number 4v/ r — y r u index L;hi tSUj4j BPELSG-2016 Page 2 of 2 4 O r N. CAHUILLA RD. z o Q BASIS OF BEARINGS (N 00'00'52" E 553.12') R4 o o v o o m ` N 00'00'52" W 553.15 C-> (A D ? 0 D n D n z z 279.27' 273.88' N N N N R4 (273.85') R4 (279.27') Co DD ISI�IR D M El OC oz LO 0 4LO tpO0w 6j ?/ o - 0 be v _ horn 4�0, S 0 -0 z o� Z �� 9 N N� z'' o \ �- pp o� O v N. BELARDO RD.I. �8 J N 00'03'51" W 570,59N z = N z 278.88' 273.91' N N X o -. 232.01' (N 00'08' W 232.00') R1 cn Z 2 �n > m 22 �B r f9 o t c- �m u� �� o - 01) `D rri N 0 orn ��� �� c m �j 0 ot�n o N o L fq M n� A �� 4 dui W �_ A C v m`" mD mm' Z Z a� (p OD I'R Z m r m z 0o N IQ Z tD " Z N— NN t0 N w— ID N (7 LA Ln CL kR Fn lO C] LA P W� D o ^ ^ ^ ^ •-� w m [n oto, I vp W in Ln Ao con � W N _ Z1 W N O A f1 W ;0;0 C]m—m v—W4. m "m tnn p m N N Wm, m in o y :!1 V m Z Z Z Z Z Z m 0 it L..D-� N (n p� cn In A it _ m .� O m m N A ? m m m m —nl m p 0. 0 7k. 0) C Ln O� n 2O A ..i W� A.... N (n N VI (/� p W O Q j Z W N M im 0 m 0 m 0 g, a 30' in 30' z o r 30' ^' co -� ++ I z� 1 1.9' m 0 0 0v 0 m m n� uom� N 'U sm 0 0 0 0 0 0 0 0 EF3 z� m m —0 00 IA -9 v 18 i'� m y DD DD DD yy z � Cc o � M1 D m � a �m< O cn M M M X� M m M N A `"' N (NORTHR1 W X 050) p A In m rn m :,j (N O0' 12'22" E cn �.� 273.90') R2 4 (1244.35') R5 NO N N 278.47' r ��i 273.95' .1244 23' \ \ N 46" E 552.42' Ln N L�, ry (NORTHORTH 552.4g'j R3 z I 1827.10' OD IR `" a m Z o m O N. PALM CANYON DR. A X000 A =O���OZ Z N o W o c W z0 � VWiV vi„ m� I =m <Q) o`zmz mmu) l ,`-' mO �Om�Oln O m r7D KZ L z �N0N mom L. �roA �D oo�Zao ...� ot N1 ( A Z`- N z� Z czmm� o �� rn� a •,c'-� z00� N ZODI�� D w R1 c��0 CJ LnZN 0 A U r O fr- BPELSG-2016 Page 2 of 2