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cr24_0676CORNER RECORD City of Brief Legal Description � z E T.5S, R.7E SECTION 25 INDIO CORNER TYPE Agency Index CR240197 Document Number 2-6dq— 0!a I /v County of RIVERSIDE PARCEL 12 PM 212/53-56 COORDINATES (Optional) N. E. Government Corner © Control Elevation 0 Meander ®X Property Units Metric ®X U.S. Survey Foot ElRancho ❑ Other Horizontal Datum . California Date of Survey Zone Epoch Date December 20, 2023 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) 118771 08773 Other: Corner/ Left as found Monument: Found and tagged ® Established Reestablished ❑ Rebuilt Referenced ® Pre -Construction ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed Q See sheet #2 for description(s): VAND SejRLJ: ` SURVEYOR'S STATEMENT 0 This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors' - Act on February, 13. 2024 No. 7070 Signed -IfP L.S or5-eE. No. 7070 S� T � F OF GP� COUNTY SURVEYOR'S STATEMENT This Corner Record was received Marcchh�19, 2024 and examined and filed / —dam Signed ��" P.L.S. or R.C.E. No. 8488 ra�C Mcy; Title Riverside County Surveyor 0�5{ County Surveyor's Comment a No. 8458 ° Ilt' xp.12-31-24 � e. ,z CA% BPELSG-2016 Page 1 of2 1--1.f -i 7t uocument NUmoer - - ' w encv Inaex uKz4uiw NE 1 /4 COR. 3 1 N52-55'45"E(R)) ENTERPRISE WAY SEC. 25 28.17' CALC'D N89'24'34"E 960.71' o /\ 930.71(N89'24'35"E 930.71') 27 <4.17' 268.21' N89-24-35"E 268.23-1 (32.30') 240.04' CALC'D 23.30'� M&R (82.24) N89'24'34"E 137.86'9•70' N F 588.34' M&R CALC'D 6 M&R ri�i , 6 (N89-24'35"E 137.86') (N31-42'50"E 42.26')M&R 7 Q ;D (N64'01'04"E(R)) �psp (L=16.56' R=533.00' � `r W N $v O• A=1'46'48") M&R � o N65.47'27"E(R) PARCEL 12 o g I NsS•47`52' (E{R-}'} �„ PM 212/53-56 o M a z i- N N F- N Z W 0� ��� �j 3 ` O J N O D p H , N42'46'35"W a� `O raj 30.57' i� o :2 � Q z Z (N42'46'35"W Z w Q SCALE 1 "= 60' 00, �� $. 30.58') 9 o �a (N89-24 50.49') .� SURVEYOR'S NOTES o &R 2 �e Q INDICATES SET GEAR SPIKE STAMPED LS7070. FLUSH. \ 13.24' 8 INDICATES FOUND MONUMENT AS NOTED \ 4 k 77 Q INDICATES SET NAIL AND TAG STAMPED ` 0 -\---N 24'34"E 63.73' LS7070 ON TOP OF WALL. \ 01 _ y ��, (N89'24'35"E) INDICATES RECORD DATA PER PM 212/53-561 7 .O,, LOT 13 INDICATES RECORD DATA PER CR 17/0539. `As \ PM 212/53-56 INDICATES RECORD DATA PER PM 222/84-85. M&R MEASURED & RECORD DATA �J S.N.F. SEARCHED NOTHING FOUND 4 BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N42'46'35"W BEING THE CENTERLINE OF COMMERCE STREET PER PM 212/53-56. MONUMENT NOTES FD. 3/4" I.P. FLUSH PER PM 212/53-56. PLUG ILLEGIBLE. ACCEPTED AS NORTHWESTERLY CORNER OF PARCEL MAP NO. 31793. LL 2 1 FD. COPPERWELD, FLUSH PER PM 222/24-85. ILLEGIBLE. ACCEPTED AS ON THE CENTERLINE OF - ENTERPRISE WAY. [33j FD. GEAR & SPIKE WITH WASHER TAGGED LS 5479, FLUSH PER CR 17/0539 & CR 17/0571. ��II ACCEPTED- _ AS THE NE 1 /4 COR. OF SECTION 25. ❑4 FD. COPPERWELD, FLUSH PER PM 212/53-56. TAGGED LS 5479 IN LIEU OF TAG RCE 26662. ACCEPTED AS ON THE CENTERLINE OF COMMERCE STREET. ❑ 5 FD. 3/4'' I.P. WITH PLUG FLUSH PER PM 212/53-56. STAMPED LS 5479 IN LIEU OF STAMP RCE 26662. 6] FD. 3/4" I.P. WITH PLUG PER PM 212/53-56. TAG ILLEGIBLE. DOWN 0.1'. 7 I FD. MONUMENT ON CURB AT THE PROLONGATION OF THE EASTERLY LINE OF PARCEL 12 PER PM _ 212/53-56. STAMPED LS 5479 IN LIEU OF STAMP RCE 26662. 81 FD. 3/4" I.P. FLUSH PER PM 212/53-56. STAMPED LS 5479 IN LIEU OF STAMP RCE 26662. UP 0.1' FE-JN23124 BPELSG-2016 Page 2 of 2