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cr24_1643CORNER RECORD Agency Index CR240525 Document Number 2024-1643 City of RANCHO MIRAGE County of RIVERSIDE Brief Legal Description LOT 86 OF TRACT NO. 14785-1 PER MB 130/94-98 , California CORNER TYPE COORDINATES (Optional) N. E. ' Government Corner M Control Elevation I I 0 Meander ®X Property Units ® Metric ®X U.S. Survey Foot --------Oi2-- x -- I Rancho ©Other Horizontal Datum Zone Epoch Date Date of Survey May 7, 2024 Vertical Datum Complies with Public Resources Code §§8801-8819 T.5S, R.5E SECTIONO2 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: R 8765(d) R. 8771 Corner/ ❑X Left as found ❑X Established Monument: ❑ Found and tagged ❑ Reestablished ® 8773 ❑ Other: ❑ Rebuilt ❑ Referenced Narrative of corner identified and monument as found, set, reset, replaced, or removed F71 See sheet #2 for description(s): ® Pre -Construction ® Post -Construction �p,ND 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 July 10 2024 No. 7070 Signed P.L:S. or5,0. E. No. 7070 �TF OF CP' COUNTY SURVEYOR'S STATEMENT This Corner Record was received 3a v ?-L-4 and examined and filed Signed Title Cb Ql County Surveyor's Comment P.L.S. or F.EE. ii . C&_4 b9i BPELSG-2016 Page 1 of 2 uocument INumDer LUL4- 104.3 Agency Inciex ur%z4U0Lo SET TAG ON TOP OF WALL \ LOT 84 SET TAG IN CONCRETE �Q �J 5 roc, �19 `� > % 4 °aJT�'iy 21 ' p MB 130/94-M 4 R raoa�? .y4 �� 9 • ; 1 C c, 0Jq�r6'� L?�Q.p � � GtiI \s� 4 SET TAG r ON CURB ��c�•ry �;c 3 (N28'30'27"W \ Ih (N81'56'29"E 6.6�8')_M�&R \ 5�96-'-)-M�&4R� �I� a (N87°20'54"W1 ,,_(N32'53'47W 5.64')M&R 5.54' M&R 4 SEE DETAIL "A" QETA'A' SCALE 1 "= 60' , 1 "=10' su o Ts No s LINE TABLE MEASURED (RECORDED) LINE LENGTH BEARING LENGTH BEARING L1 119.52' N48'29'16"W 119.52' N48'29'16"W L2 19.52' N48'29'16"W 19.52' N48'29'16"W L3 43.24' N47'04'27"W(R) 43.24' N47'04'27"W(R) L4 9.81' 1 N44'13'34"W L5 9.80' N44'13'34"W L6 9.69' N32'45'47"W L7 9.69' N3245'47"W RVEY R TE p INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH OR AS OTHERWISE NOTED. INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET 60D NAIL & WASHER IN TREE ROOT -BALL PER CITY TIES. TAGGED LS 7070. 0 INDICATES SET TAG STAMPED LS7070 AS NOTED. ( INDICATES RECORD DATA PER MB 130/94-98. M&R INDICATES MEASURED & RECORDED DATA. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CORD BEARING OF THE CURVE ON THE CENTERLINE OF JOHNAR BLVD. IN FRONT OF LOT 85 & 86, BEING N32'47'19"E PER MB 130/94-98. MONUMENT NOTES FD REMNANTS OF 2"X2" STAKE PER CURVE TABLE MEASURED (RECORDED) CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA C1 106.16' 300.00' 20'16'32" C2 29.83' 300.00' 5'41'48" C3 135.99' 300.00' 25'58'20" 135.99' 300.00' 25'58'16" C4 119.40' 600.00' 11'24'08" 119.41' 600.00' 11'24'08" C5 1 200.00' 1900.00' 6'01'52" 1 200.00' 1900.00' 6°01'52" FE—JN24038 L—f MB 130/94-98. REPLACED W/ ill I.P. STAMPED LS 7070. FLUSH. ❑2 FD. NAIL TAGGED LS 4146 IN CURB PER MONUMENT TIE SHEET FOR AMEND. TRACT NO. 14785-1 OF MB 130/94-98. SET 1" I.P. DOWN 0.1' PER FOUND AND ACCEPTED TIES. FD. TACK & TIE LEAD IN CURB PER MONUMENT TIE SHEET FOR AMEND. TRACT NO. 14785-1 OF MB 130/94-98. j FD. NAIL FLUSH IN LIEU OF TAG LS 7627 PER CR 19/319. ACCEPTED AS THE CENTERLINE INTERSECTION PER MB 130/94-98. BPELSG-2016 Page 2 of 2