Loading...
cr25_1149CORNER RECORD Agency Index CR250211 Document Number 2225 — 1149 9 City of DESERT HOT SPRINGS Brief Legal Description i x T.2S, R.5E SECTION 30 CORNER TYPE County of RIVERSIDE , California LOT 29 & 30 PER M B 19/66-67 ❑ Government Corner ❑ Control ❑ Meander Q Property ❑ Rancho ❑ Other Date of Survey May 21, 2025 N. Elevation COORDINATES (Optional) E. Units ❑ Metric 0 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.: 0 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): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on June 4, 2025 Signed P,L.S. or R.C.E. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received June 5A 2025 and examined and filed Signed _ P.L.S. or R:£-E. No. 8488 Title County Surveyor County Surveyor's Comment J_A NO O� PHILLIP K. FOMOTOR No. 7070 OF CPvf_� h`ONRL LANOSG a,�L Mr�fy9y�.c a cc 4 No.8488 70 f Exp.12-31-26 OF CALIFO4�1� BPELSG-2016 Page 1 of Document Number LULS - 1 `1 `�I. Agencv Index CR250211 SECOND STREET �o N o FIRST STREET 2 N89'50'14"E 1329.54' (N89'50'00"E 1330.00') V W M&R (40') cai 00 ' �aCco UV I c� M&N o o ������ u N c0 co N II I O o o I I I OJ m , 00 M o'er I I M i o o v S.N.F. I 1 [ S.N.F. z N89'49'59"E 1329.43' (N89'49'59"E 129 .00')CALC'D bo (40.00') 149.92' (150.00')CALC'D 99.94' 999.57' (40.00') M&R S.N.F. I (100.00')CAL.C'D (1000.00') M&R 0, °' 6.33' CALC'D �LJ co I I r` 01 O 0) 0 c� co (0 0) O p J ^ ^ CDIh O I 0)0 rJ (C OM Q O p U M {�// li[ i4 � cj :I T CO U two Q nLLO�` O JZ� O \ ,�` V M Z 04 o 1166 ff -1��0 NQOOm J U 0 b 0 M ~ 3i 2 a V Oi z a0 (40') I z z U Z O 17, M&R v N89'50'00"E 99.94' v (40') Go 4cm (N89'50'00"E 100.00') M&R CY) CALC'D n ^� 14.76' 1 ^� 4 LO PIERSON BOULEVARD o N 99 94' N g� M 3� ,� �ci (100.00') Sri o 1039.44 189.92' (190.02') CALC'D CALC'D f �' (1039.98')CALC D BASIS OF BEARINGS: N89'50'00"E 1329.30' (N89'50'00"E 1 330.00') f SURVEYOR'S NOTES MONUMENT NOTES Q INDICATES SET 1 " IRON PIPE WITH FD. GEAR SPIKE STAMPED LS 7070, ❑ PLUG STAMPED LS7070. FLUSH, 1 FLUSH PER CR 25/0358. ACCEPTED AS UNLESS OTHERWISE NOTED. THE CENTERLINE OF WEST DRIVE & 0 INDICATES SET NAIL AND TAG SECOND STREET. STAMPED LS7070 ON CURB. i INDICATES FOUND MONUMENT AS NOTED 2 i ILL 1" I.P. PER 0. '. ACCEPTED TAG ILLEGIBLE. DOWN 0.2'. ACCEPTED AS THE INDICATES RECORD DATA PER MB CENTERLINE OF CACTUS DRIVE & FIRST 19/66-67 STREET. 3 FD. NAIL & TAG "LS 5128" PER CR BASIS OF BEARINGS 10/1131. FLUSH. ACCEPTED AS THE THE BEARINGS SHOWN HEREON ARE CENTERLINE OF WEST DRIVE & PIERSON BLVD. BASED ON THE BEARING N89'50'00"E BEING THE CENTERLINE OF PIERSON 4 FD. 1" I.P. WITH PLUG, FLUSH PER CR BLVD. PER MB 19/66-67. 23/1614. PLUG ILLEGIBLE. ACCEPTED AS THE CENTERLINE OF CACTUS DRIVE & PIERSON BLVD. FE-JN25046 SCALE 1 "= 60' BPELSG-2016 Page 2 of 2