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cr23_2010CORNER RECORD Agencylndex CR200446 Document Number -tP3-201y City of NORTH PALM SPRINGS AREA County of RIVERSIDE , California Brief Legal Description THE E1/2, SW1/4, NW1/4, NE1/4, AND THE W1/2, NE1/4, SW1/4, NE1/4, SEC. 8 AS SHOWN ON RS 18172. CORNER TYPE COORDINATES (Optional) N. E. i © Government Corner ® Control Elevation ❑ Meander ❑X Property Units ❑ Metric ❑?C U.S. Survey Foot © Rancho ❑ Other Horizontal Datum j Zone Epoch Date Date of Survey July 16, 2020 Vertical Datum T.3S.. R.4E. SECTION 8 ❑ 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 comer 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 JUIv 16. 2020 Signed 62�9� P.L.S. or*ef. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received December 21, 2023 and examined and filed O"L / — ( y - Signed P.L.S. or R.C.E. No. Title Riverside County Surveyor County Surveyor's Comment 8488 j_A ND A PHILLIP K FOMOTOR No. 7070 s� 2 OF CA��FO// BPELSG-2016 Page 1 of2 -% - 1 7 -%- I Pl uocumeni ivumoer o agency Inaex I.KLUU44o N89.50'43"E 658.47' SMOKE TREE ROAD (N89'46'35"E 658.64') 329.31 329.16' jjJ (329.32') (329.32') FD. 3/4" I.P. > FD. 1 "I.P. PLUG FD. 3/4" I.P. PER PER RS 18/72. Ft ILLEGIBLE DOWN 0.1' RS 18/72 BENT NO TAG. UP Q NO REF. ACCEPTED DOWN 0.1' REPLACED 0.9'. SET TAG AS THE NW. COR. WITH 1 " I.P. PLUG ..LS 7070. 3.0 SW1/4, NW 1/4, NE LS 7070 FLUSH. W 1 /4 SEC. 8. ^_ N c+) It (LO (LO LO LO to w `O fO E1/2, SW1/4, NW1/4, NE1/4, Q ao o SEC.8 0 0 LO 00 to LO zz 00 z11 zSCALE 1 "= 200' LS FD. 3/4" I.P. PER FD.4075.75.3/4" I.P. PLUG � PER 4 RS 18/72 BENT UP CR 03-0620. rn 0.2'. USED FOR LINE DOWN 0.2'. SAGEBRUSH ROAD ONLY. 329.78' 329.73' 329.60' U) o (329.72') (329.72') IV(329.71') o N89'39'18"E 989.11'-7' m z 0.23' (N89'39'40"E 989.15' FD. 3/8" REBAR - FD. 3/4" I.P. PLUG LS 7424 w - N PLUG LS 4075 IN 00 � ``� LIEU OF TAG FLUSH. NO REF. a N 0 rn R.C.E. 6284, PER ~ Q rn � to `O CR 03-0620. z m a6 3 3 DOWN 0.2'. o co co 3 N 01 w �0 1-0 uj M In LO co ((0 U m U) to � 00 W1/2, NE1/4, `.° 'oo co z z m SW1/4, NE1/4, b m- z ! SEC.8 o , v w FD. 3/4" I.P. PER RS o o ,N rn 00 18/72. NO TAG IN o o FD. 3/4" I.P. PLUG (D o o w a j LIEU OF PLUG LS z z LS 7424 FLUSH. � M m o 4075 PER CR DOWN 0.2'. NO 03/0620. DOWN 0.4'. REF. USED FOR N 3 �_ w USED FOR LINE ONLY. LINE ONLY. �n LO L) N Q 1 BARRE CACTUS ROAD o o U- 0.68' z w 330.16' (330.11') 330.12' (330.11') 330.07' (330.11') 0 0 .-: N89'32'25"E 990.30' 0 28' LL z M (N89'32'45"E 990.33') 000 FD 3/4" I.P. PLUG LS 4075 � °' DILLON ROAD PER CR 03-0620. DOWN LO LO 1652.48' `0 `(0 991.49' (991.51') 0.8'. USED FOR LINE ONLY. CO:° (1652.50') F� D. 60D NAIL AND N89'25'33"E 2643.97' (S89'25'50 W 2644,01'j RIV. CO. SUR. TAG BASIS OF BEARINGS DOWN 0.3'. NO THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING REF. ACCEPTED AS NO.03'40"W BEING THE CENTERLINE OF VALLEY VIEW DR PER RS 18/72. CENTER SEC. 8. SURVEYOR'S NOTES • INDICATES FOUND MONUMENT AS NOTED ( INDICATES RECORD DATA PER RS 18/72. CINDICATES POINT ESTABLISHED BY PRORATION PER RS 18/72. BPELSG-2016 Page 2 of 2