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cr25_0358CORNER RECORD Agency Index CR250060 — U City of DESERT HOT SPRINGS Brief Legal Description -- x T.2S, R.5E SECTION 30 CORNER TYPE Document Number 14D2 3S$ County of RIVERSIDE , California LOTS 14 PER M B 19/66-67 ❑ Government Corner ❑ Control ❑ Meander Q Property ❑ Rancho ❑ Other Date of Survey October 14, 2024 COORDINATES (Optional) N. E. Elevation Units ❑ Metric 0 U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum Complies with Public Resources Code §§8801-8819 El Complies with Public Resources Code §§8890-8902 PLS Act Ref.: © 8765(d) ❑ 8771 ❑ 8773 0 Other: Corner/ © Left as found © Established El Rebuilt ❑ Pre -Construction Monument: E Found and tagged Reestablished El Referenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): ND St, RLfi SURVEYOR'S STATEMENT �w 0 This Corner Record was prepared by me or under my direction in conformance with PHILLIP K FOMOTOR the Profession Lan Sury AcLon �Januaw,S. 2a25 No. 7070 SignedS. or E. No. 7070 d',k �S 9TF or; cA�-�Fo� COUNTY SURVEYOR'S STATEMENT This Corner Record was received 14 and examined and filed I 4 Signed P.L.S. or R-e-E. No. Title CdtJy1r2J�,U+� County Surveyor's Comment IkNFL �N°SG a 4 No.8488 * Exp. 12-31-26 �OF CAL�FOQ- BPELSG-2016 Page 1 of 2 Document Number - U encv Index CR250060 0 li 0 w rn 0) 00 z 0 N 06 c0 N O . O ofz 0 0 N r7 rn O Qj O M no aI m 1-[2j W 1 /4 COR. BASIS OF BEARINGS SEC. 30 THE BEARINGS SHOWN HEREON ARE BASED ON EIGHTH STREET THE BEARING NO'14'00"W BEING THE CENTERLINE OF WEST DRIVE PER MB 19/66-67. —1648.30' (1648.20')CALC'D THIRD STREET N89'51'19"E 1329.81' (N89'50'E 1330.00') 589.91 ' 49.99' 689.91 ' 0 (590.00')CALC'D (5M.00')CALC'D (690.00')CALC'D 0 "o N89'51'19"E 1209.81'_20.23 20.21'� (N89'50'E 10.00')' 9.77' g,79' 529.86' 49.99' 629.96' (530.00')CALC'D (50.00') (630.00')CALC'D 40, L=31.45'(L=29.98') R=20.00' LOT 14 L=31.39'(L=30.02') A=90'05' 19" rn � 1Ql�7 q R=20 00' a � m O O � I Cfl N 0 N O Z O) Di z M ~CY) N N rn O Oi m F- 0 CO w SCALE 1 "= 40' 5I! 49.82' 49.97' 0) (550.00')CALC'D (50.00' N89'51'26"E 1249. ornN N v, (N89'50'E 1250.00')CALC'D4 rn 0so 17 o I � 40' L=31.39'(L=30.02') I OCY)J R=20.00' A=89'55' 18" M ` A=89'55' 17" 1 CO 5 J 649.99' 650.00' )CALC' D JV L=31.44'(L=29.98') R=20.00' A=90'04'07" N89'50'42"E 1209.77'V (N89'50'E 1210.00')CALC'D f 0 SECOND STREET 0 _ 669.81' N89'50'42"E 1329.76'v(N89'50'E 1330.00') 40' 0 N r-► 0 O O � Cq O .. N PO O O O oQ �Cl)z �z sp Q ; N .-. N 00 O M rn O O z v 0 z 10 to O 40' (670.00')CALC'D MONUMENT NOTES I 1 WITH PLUG SW COR. STAMPEDP. 256. 7 SEC. 30 PIERSON BOULEVARD I � LJ FD. 60D NAIL FLUSH. NO DOWN 0.5'. NO REF. REF. DESTROYED BY CONSTRUCTION. MB SURVEYOR'S NOTES s� 19/66-67. TAG p INDICATES SET GEAR SPIKE STAMPED 21 1" I.P. FLUSH WITH EGIBLE PLUG PER CR ILLEGIBLE ILLEGIBLE. DOWN 0.1'. LS 7070. FLUSH. 94/102. FD. NAIL & TAG i INDICATES FOUND MONUMENT AS 3 FD. 1" I.P. OPEN. DOWN I_7 J STAMPED LS 5128 PER NOTED. CR10/1131. DOWN 0.1' 0 INDICATES SET NAIL AND TAG STAMPED 0.2. NO REF. LS7070 ON TOP OF CURB. FD. 1" I.P. BENT IN LIEU OF INDICATES RECORD DATA PER MB - 4 . 2"X2" STAKE PER MB 19/66-67, 19/66-67. DOWN 0.2'. SHOT BASE. FE-JN24081 BPELSG-2016 Page 2 of 2