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cr19_0193City of CORNER RECORD Agency Index CR180347 Document Number 2019-0193 PALM SPRINGS County of RIVERSIDE , California Brief Legal Description PORTION OF THE SOUTHEAST 1/4 SEC. 36. T.3S.. R.4E.. S.B.M. CORNER TYPE ❑ Government Corner ElMeander N. ❑ Control Elevation ❑ Property Units COORDINATES (Optional) E. ❑ Metric ❑ U.S. Survey Foot ❑ Rancho 0 Other Horizontal Datum Date of Survey Zone Epoch Date May 10, 2017 Vertical Datum ❑ 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 corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description(s): 1 -FD. NAIL & TAG "LS 6654", FLUSH IN TOP OF WALL, PER M.B. 348/91-102, ACCEPTED B.C. ON WHITEWATER CHANNEL R/W. 24D. 1 1/4" I.P. OPEN, NO ID, DN 04, PER R.S. 95/14-18 & M.B. 348/91-102, ACCEPTED AS SOUTH 1/4 COR. SEC. 36. AFFIXED TAG "PLS 4989". 34D. 3/4" I.P. W/TAG "RCFC & WCD", DN 0.4', PER R.S. P5/14-18 & M.B. 348/91-102, NOT ACCEPTED AS INT. WHITEWATER CHANNEL R/W AND S'LY LINE SEC. 36. SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH, AT TRUE POSITION. SEE DETAIL "A" ON REVERSE. 44D. 3/4" I.P. W/TAG "RCFC & WCD", DN 0.3', PER R.S. 95/14-18 & M.B. 348/91-102, ACCEPTED AS SOUTHEAST COR. SEC. 36. 54D. 3/4" I.P. W/TAG "RCFC & WCD", FLUSH, PER R.S. 96/43-48, ACCEPTED AS ANGLE POINT ON WHITEWATER CHANNEL R/W. 64D. 3/4" I.P. W/TAG "RCFC & WCD", FLUSH, PER R.S. 95/14-18 & R.S. 96/43-48, ACCEPTED AS ANGLE POINT ON WHITEWATER CHANNEL R/W. 7 -FD. 3/4" I.P. W/TAG IS 4152", DN 1.2', PER R.S. 95/14-18 & R.S. 96/43-48, ACCEPTED AS EAST 1/4 COR. SEC. 1. SURVEYOR'S STATEMENT �. f-AljO� This Corner Record was prepared by me or under my direction in conformance �k► i� CHAR LE8 R. HARRIS with the Professional Land Surveyors' Act onFebruarV 12, 2019 C „ / _ _ _ i _ _ L A r 1 No. 4989 1 Signed (�,�y'GS'b/ �WLt- P.L.S. No. 4989 9 OF Co�// COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed Signed P.L.S. orfs No. Title Cyunfy Slt�f'V2VOIr �' ��� chi �'� County Surveyor's Comment O No. 8488 � N Exp- 12-31-20 BPELSG-2016 Pagel oft nn/6 /1/07 UOCUIII@nt NUmer Lwl I - C/1 / -.,,) inaeX uhi tsw4/ DETAIL 'A' NOT TO SCALE S'LY LINE SEC. 36 \ 963.57' 1686.27' SWLY LINE / WHITEWA ER CHANNEL DETAIL 'Br E'LY LINE \ \ NOT TO SCALE o SEC. 1 {V CHANNEL CHANNEL R/W 21.99' R/W (21.99') R1 a/. \ s TF TF 0L .1ch- -il JT P \\ n ''� NOT TO SCALE pyo ovoo, SEE DETAIL •A• o "' U 51/4 COR. ABOVE {•��� 3 ABOVE N� SEC. 36 [963.22 } R2 I '$6 s6' 1656.67' R2 3.26'j R1 �! ��9ge 1686.81' R1 38 31 1686.2' N 89'4 58" W 2649.84' ZP' 2 S'LY LINE SE (N 89'45'58" W 2650.07'] R1 ��p 1 q 1/4 SEC. 36 (N 89'45'58" W 2649,89') R2 BASIS OF BEARINGS8 1� THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF SECTION 36 PER R.S. 95/14-18 BEING N 89'45'58" W. SEE DETAIL 'B' ABOVE NOTES: INDICATES FOUND MONUMENT AS NOTED ON REVERSE, Q INDICATES SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH. ()R1 INDICATES RECORD DATA PER R.S. 95/14-18. ()R2 INDICATES RECORD DATA PER M -B. 348/91-102_ BPELSG-2016 Page 2 of 2 M � _ 0 n� � s m ci SM r p C4ul N w M � �M\ M OD Z O 011- z riN v W r' u J.N. 2131