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cr25_0498CORNER RECORD Agency Index CR190248 Document Number — bqj I'f City of INDIO HILLS AREA County of RIVERSIDE , Ca I orrna Brief Legal Description S 1 /2 OF THEE 1 /2 OF THEN 1 /2 OF THE NW 1 /4 OF THESE 1 /4 OF SEC. 26 x CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander © Property ❑ Rancho ❑ Other Date of Survey March 19, 2019 T.3S, R.6E SECTION 26 PLS Act Ref.: © 8765(d) Corner/ © Left as found Monument: ❑ Found and tagged N. Elevation Units COORDINATES (Optional) E. ❑ Metric ©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 ❑ 8771 ❑ 8773 ❑ Established ❑ Rebuilt © Reestablished ❑ Referenced 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 March 27. 2019 Signed P,L.S. or R.C.E. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 4 21 2 and examined and filed 7 Signed P.L.S. or f�E. No. 8488 Title County Surveyor County Surveyor's Comment ❑ Other: Pre -Construction ElPost -Construction kAND Sjj�� UK.FOMICITOR OF CO' N0_ LANO'rG MCA,! O a No.8488 7Q * Exp.12-31-26 OF C WA OO��,�- BPELSG-2016 Page 1 of2 uocument Number Index CR190248 N89'56'00"E 1318.02' [N89'59'42"W 1318.00'] 659.12' [659.00'] 658.91' [659.00'] CENTER SEC. 26 E1 /16 SEC. 26 FD 1" I.P. PLUG FD. 3/4" I.P.Tl-r,- ,.� FD. 2X2 TAG LS 4075 LO LS7070 PER RS PLUGGED LS 4075 Q, 147/095 UP 0.1' PER RS 115/010. M PER RS 115/010. of N O FD. 3/4" I.P. LO u a: PLUGGED LS 4075 PER RS 115/010. Ln Z 00 FD. 2X2 HUB FLUSH. NO - REF. SET TAG LS7070. 659.00' [659.04'] N89'59'05"E 1317.99' � 0 �S"� �" c04 o I� N r M � O 00 O _ 00 04 p M b CD N 00 `i u O O Z z (n O z L LO co M LL- SCALE 1 "= 200' cn FD. 1 1/4" I.P. WITH My 60D NAIL FLUSH PER I RS147/95. 658.88' [659.08'] u M u 04 ry FD. 3/4" I.P. N N PLUGGED LS 4075 N M PER RS 115/010. � '`) u 00 co u 00 U) co N89'58'34"E 658.95' [N89'58'14"W 659.02'] S 1/27 E 1/2, N 1/2, NW 1/4, SE 1/4, SEC. 26 co 658.99' [659.04'] 56'46"W 1318.08'] SET 1 " IRON PIPE WITH PLUG STAMPED LS7070. DOWN 0.3'. Lq Go CD M M u to o n ILN io a: O M z J(M W� ML QM JCD LO �J SE1/16 SEC. 26 FD. 3/4" I.P. FD. 3/4" I.P. PER PLUGGED LS CR03-0624. DOWN 4075 PER 0.5'. OPEN CR03-0624. UP 0.5' [659.08']M&R 54'36"E 30.00') N89'57'42"W 1317.96' [N89'53'51 "W I SURVEYOR'S NOTES CR i INDICATES FOUND MONUMENT AS NOTED ( ) INDICATES MEASURED AND RECORD DATA PER RS147/095. ] INDICATES RECORD DATA PER RS115/010. S1/4 SEC. 26 - FD. 3/4" I.P. WITH GLO BRASS CAP BENT PER RS 147/095 (SHOT BASE). 1318.16'] BASM OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NO'07'09"W BEING THE CENTERLINE OF TAMYRAN ROAD PER RS147/095. BPELSG-2016 Page 2 of 2