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cr23_0274CORNER RECORD Agencylndex CR220013 Document Number -20 Sl- 3. 02-7 Cl UNINCORPORATED AREA OF COACHELLA County of RIVERSIDE California Brief Legal Description PAR 2 OF PARCEL MAP NO. 29146, MB 200/47-48; NE 1/4 S12 T7S R7E SBM CORNER TYPE COORDINATES (Optional) N. E. - X Government Corner ❑ Control ❑ Elevation Meander ❑ Property ❑X Units Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other ❑ Horizontal Datum Zone Epoch Date Date of Survey 1/03/2022 Vertical Datum ❑ Complies with Public Resources Code§§ 8801-8819 ❑ Complies with Public Resources Code§§ 8890-8902 PLS Act Ref.: ® 8765(d) ❑ 8771 ❑ 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): O1 NE COR SEC 12: FD 1" IP NO TAG FLUSH, NO REF, IN LIEU OF 1" IP WITH TAG "STAMPED "RIV CO TRANNS" PER RS 156/43-89. 2 E 1/16 COR SEC 12: FD 1" IP WITH TAG STAMPED "LS 8759" PER RS 156/43-89 3 SW COR PAR 1, PMB 200/47-48: FD 1- IP, NO TAG, ON 0.2', NO REF, IN LIEU OF 1" IP WITH TAG STAMPED "RCE 12571" PER RS 135/71. ® SW COR PAR 4, PMB 200/47-48: FD 1" IP, NO TAG, ON 0.2', NO REF, IN LIEU OF 1" IP WITH TAG STAMPED "LS 6532" PER RS 135/71. U N 1/16 COR SEC 12: FD 1- IP, NO TAG, FLUSH, NO REF, IN LIEU OF 1- IP WITH TAG STAMPED "RN CO TRANS" PER RS 135/71. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Ac�n 01/17/2022 Signed ---P.L.S. or -R -6-.-E7 No. TUNG JTRSIEH 8722 , C;2 , � 3 g No. 8722 s Exp. 6/30/22 COUNTY SURVEYOR'S STATMENT 51�NNL LAND S� This Corner Record was received 01/27/2022 and examined and fil d 02/23/2023 a Q No. 8488 Signed _. __ ..._., P.L.S. ori-E�-No. 8488 Exp. 12-31-24 Title RIVERSIDE COUNTY SURVEYOR �OF CAL1F���~Q County Surevyoes Comment BPELSG-2016 Page 1 of 2 Document Number 02-74 Agency Index CR220013 APN 853-140-074 2 64TH AVENUE BASIS OF BEARINGS 1 N89°54'46"E 1342.98' (N8W54'46"E 1343.25°) [N89'53'370E 1343.00'1 IN89'54'46°E 1343.16-1 OR o_0 R PARCEL 1 M� �It7 PM NO. 69146 RC 135/71 � Z PMB 200/47-48 w M N� M I� N89'54'327 1341.68' (NB9°53'56"E 1341.93°) #N89°54'06°E 1341.85' N89'54'32"E 7.00' Z- E 177— 1311.68' (1311.93°) I > CORNER NOT ACCESSIBLE Go0; o PARCEL 2 o PM NO. 29146 ? N PMB 200/47-48 g No 1310.39' (1310.6l) M N89'53'50"E 1340.39' (N89'57'07"E 1340.61) rn � M o � r7 � N O PARCEL 3 I g 4 P9 PM NO. 29146 PMB 200/47-48 Z 12 I '0Z N PARCEL 4 300 4 1307.79' (1307.97) N89°51'32"E 1337.79' (N89'51'29"E 1337.97) jN89°51'33"E 1337.92'1 5 LEGEND BASIS OF BEARINGS ® INDICATES FD MONUMENT AS NOTED (SEE SHEET 1 FOR MONUMENT NOTES) THE CENTERLINE OF 64TH AVENUE AS OO INDICATES FD 1" IP WITH TAG STAMPED "RCE 12571', DN 0.2'. SHOWN ON PARCEL MAP NO. 29146, Q INDICATES SET 1 IP WITH TAG STAMPED PLS 8722', FLUSH. PMB 200/47-48, BEING NBT54-46"E ® INDICATES SET LEAD & TAG STAMPED "PLS 8722", FLUSH, IN WALL FOOTING. ( ) INDICATES RECORD DATA PER PARCEL MAP NO. 29146, PMB 200/47-48. [ ] INDICATES RECORD DATA PER RECORD OF SURVEY 156/43-89. GRAPHIC SCALE SCALE 1"=200' { } INDICATES RECORD DATA PER RECORD OF SURVEY 135/71. 0 100 200 400 BPELSG-2016 Page 2 of 2