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cr24_0671CORNER RECORD Agency Index CR230039 Document Number 120aK - 0&_71 City of PALM SPRINGS County of RIVERSIDE Brief Legal Description PARCEL 1 OF PARCEL MAP NO. 21270 PER MB 151/75-76 . California CORNER TYPE COORDINATES (Optional) N. E. ElGovernment Corner © Control Elevation x 0 Meander Property Units ❑ Metric Q U.S. Survey Foot Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey April 29, 2020 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 T.4S, R.4E SECTION 34 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) 118771 ❑ 8773 ❑ Other: Corner/ ❑X Left as found Established ❑ Rebuilt © Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced 0 Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): �p,ND SU�L� SURVEYOR'S STATEMENT O.p This Corner Record was prepared by me or under my direction in conformance with PHILLIP K FOMOTOR the Professional Land Surveyors' Act on January 24. 2023 No. 7070 Signed P.L.S. orR,0`E. No. 7070 (P -1 F OF CAL,FO� COUNTY SURVEYOR'S STATEMENT This Corner Record was received March 11, 2024 and examined and filed p�q-- Signed -- P.L.S. or R.C.E. No. 8488 yro� ��,MCIIjj� Title Riverside County Surveyor `4v Surveyor's Comment CL No. 8488 County Y * e+xp.12-31-24 7tt� 95 BPELSG-2016 Page 1 of2 vocumem INUmDer P ' - L/w ii encv lnaex urKzouu.sy CURVE TABLE (RECORD) CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA Cl 69.25' 164.00' 24-11'37" (69.25') (164.00') (2411'41") C2 102.59' 150.00' 3911'12" (102.59') (150.00') (3911'12") C3 112.17' 164.00' 39*11'12" (112.17') (164.00') (3911'12") C4 42.91' 164.00' 14'59'35" (C -9 ') (164.00') (14-59'31" C5 53.32' 361.00' 8'27'46" (53.32') (361.00') (08'27'46") C6 55.39' 375.00' 8'27'46" (55.39') (375.00') (08'27'46"} C7 46.61' 36.00' 74*11'04" (46.59') (36.00') (74'09'18") C8 37.98' 100.00' 21'45'38" (37.98') (100.00') (21'45'46') C9 41.85' 120.00' 19'58'53" (41.86') (120.00') (19'59'20") C10 59.44' 140.00' 1 24'19'41" (59.44') (140.00') (2419'31") SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. INDICATES FOUND MONUMENT AS NOTED PARCEL 1 CURVE TABLE [RECORD] LENGTH RADIUS DELTA C1 [69.31] [164.00] [2412'55"] C5 [53.32'] [361.00'] [08'27'46"] C7 [46.59'] [36.00'] [74'09'18"] C9 [41.86'] [120.00'] [19'59'19"] N78'58'08"W 83.55' (N78'56'03"W - 83.54') 0 2 o Ci G'j 0 O 0 N 0 INDICATES SET NAIL AND TAG STAMPED LS7070 ON IV a� TOP OF WALL. a ( ) INDICATES RECORD DATA PER MB 208/50-53. ry� Q' cb`� y�� n•�ry [ ] INDICATES RECORD DATA PER PM 151 /75-76. 43, ev 4,v A „W < > INDICATES RECORD DATA PER CR16-0614. (R) RADIAL BEARING S.N.F. SEARCHED NOTHING FOUND ESTABLISHED PER SINGLE PRORATION N28'16'22"W 14.00' N22'32'26"E 21.93' (N22'32'23"E 21.93') Refs\ � 4 IL 4 Cr�9, {v ryry N78 58 08 34.84' ,Q) (N78'56'03"W _ 0 j o0 34.84') [N78'56'05"W 34.76'] PARCEL 1 5 PM 151/75-76 Ca' (23.01') M&R 1 o! a(0.10') M&R r i \ \ \ � 13, �•� ' C9 z� .. Q N Lam] 3 tt1 Lo u- 00 0 t (20.29'} N 0 M&R M N o Z m .Zi OOp co I� M mo 0 N N N �-- O Z v 3 M00 LO b N N N rn O of Z N 3 � M co 10 c� 0 0 z N22'32'26"E 21.93' SCALE 1 "= 80' (N22'32'23"E 21.93') 5T [57.47']M&R� CAR N89'35'01 "E 305.77' 1 (N89'35'59"E 305.78'), [N89'35'35"E 305.73'1 MONUMENT NOTES VA S.N.F. S.N.F. � BASIS OF BEARINGS 6 FD. 1" I.P-WITH ILLEGIBLE TAG UNDER LARGE ROCK THE BEARINGS SHOWN HEREON ARE 0.10' 'WESTERLY OF LINE PER MB 208/50-53- BASED ON THE BEARING NO°08'48"W ACCEPTED AS THE N 1/16TH COR. OF SEC. 34. BEING THE WESTERLY TRACT 2 FD.cGEARSPIKE AND TAG RCE25658 PER CR16-0614. BOUNDARY OF MB208/50-53 BETWEEN THE RIGHT OF WAY AND THE L-J FD. 1" I.P. PLUG LS7070 FLUSH PER CR16-0614. CENTERLINE OF RIDGE MOUNTAIN ROAD. � 1 FD. GEARSPIKE AND TAG RCE25658 NO REF. ACCEPTED lAS THE CENTERLINE OF RIDGE MOUNTAIN RD. FD. CHISELED "X" ON CURB NO REF. ACCEPTED AS THE RIGHT l OF WAY OF RIDGE MOUNTAIN ROAD. SET TAG LS7070 ON CURB. FD. 1/2" I.P. NO TAG FLUSH 0.05' EASTERLY OF LINE PER PM 151/75-76. BPELSG-2016 Page 2 of