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cr23_0183
CORNER RECORD Agencyindex CR 210563 Document Number 0/03 City of Indian Wells County of RIVERSIDE , California Brief Legal Description Lot 2, TR. 29663-4, MB 43246-52; Portion of NE 1/4, Section 15, T5S, R6E, Sam CORNER TYPE COORDINATES (Optional) I ❑ Government Corner ❑ Control I X ❑ Meander © Property N. Elevation E. Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum I Zone Epoch Date Date of Survey 5104/2021 vertical Datum ❑ Complies with Public Resources Code §§8801-8819 (] Complies with Public Resources Code §§8890-8902 PLS Act Ref: ® 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Cornerl © Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Q Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ® See sheet #2 for description(s): SEE BACKSIDE This Corner Record the Professional Signed SURVEYOR'S STATEMENT by W or under my direction in conformance with May 13, 2021 P.L.S. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received November 7, 2022 and examined ann led _ January 19, 2023 Signed / t %lam r r �f P.L.S. o, R.e.E. No. Title Deputy County Surveyor County Surveyor's Comment 7627 8455 8MM-2098 Pape 9 oft LANO .61 EUt /v G'A ° No. 7627 /ONp l LA/VD, OS61, F. Rq�� GP�c O a vo O �= No. 8455 z 7a *\ Exp. 12-31-24 / s �Q- ��TFOF C Oop Document Number 3 ' D / 3 Agency Index CR 210563 LMN ^v Jt "JCATES SE; TAG IN TOP OF 001. N STAMPED, "LS 7627". RECORD DATA SHOWN PER MB 432/46-52. ® INDICATES FD 1- IP W/ TAG STAMPED "RCE 335911; PLUSH RECORD DATA SHOWN PER MB 432/46-52 A INDICATES FO TAG IN TC STAMPED "RCE 33591". RECORD DATA SHOWN PER MB 432/46-52. *INDICATES FD 1- IP OPEN, FLUSH, PER M9 349/46--70 AND MB 432146-52. I LOT 3 l S8959'14T 15.5.00' I � � o w TRACT NO. 2966J-4- 98 432/46-52 zl- LOT 2 g LOT 43 g GOLF COURSE - a=T33'3B" LO d-7'54'46" R=209.50' i R=400.00' L=27.64' L=55.24' S$2'D6'00"W{R} 1IN4j;�f2-7'0�91R c . c GEARING EtpSia O� � LOT t 1. SEARCHED AND FOUND N07HINO AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED. 2. ALL BEARINGS AND DISTANCES ARE RECORDED AND MEASURED PER MB 432/46-52. 3. THE BASIS OF BEARING IS THE SOUTHERLY E AS S82'06'00 -W PER MB 432/46-52 JOB # 32V-029 APN 634-480-002 BPELSG-2016 Page 2 of 2