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cr19_0071Agency Index CR180281 CORNER RECORD City of CATHEDRAL CITY Brief Legal Description Document Number 201Q— O'r County of RIVERSIDE California LOT 12 MB 113/69-71 T4S R5E SEC 27 CORNER TYPE COORDINATES (Optional) N. E. Government Corner ® Control ® Elevation Xi Meander ® Property X® Units Metric © U.S. Survey Foot - RanchoOther ® ® Horizontal Datum I Zone Epoch Date I Date of Survey January 29, 2018 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) El 8771 8773 Other: Corner/ ❑X Left as found Established ❑ Rebuilt ElPre-Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced E] Post -Construction 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 La a anuary 30, 2018 Signed ` PJ.: S. or R.C.E. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received 1;11 /Z.0 18 and examined and filed 2,2 I /2 019 Signed Title CA!X� 5u.gry e 41 /` County Surveyor's Comment LS7070 SND SjjR� 0 PHILLIP K FOMOTOR No. 7070 s� �jr OF C;,o� P.L.S. or4+,&E. No. gT�� rr�+���• BPELSG-2016 Page 1 of 2 1LAND No. 8488 Z Exp. 12-31-20II Document Number ncy Index CR180281 ,�-�� BION WAY _ �� ` z 1; N89'38'30"W 137.14' N45'14'50"W 47.00' (N45'13'10"W 47.00') (NB9'38'14"W 137.11') , , Ir ASHLEY COURT �- 15.12' Ot o: Wcv cv L=36.35' R=47.00' A=44'18'25" > 30' I 'd: o C1 (L=36.43' R=47.00' A=44'25'04") W N " J .� 11.74 a o DD W N N89'37'41 "W 140.76' b 4 N89'40'47"W 161.37' g 62� N V (N89'38'14"W 140.68') (N89'38'14"W 161.34') 1 w Z yj__ { 60.01' 101.36' 3 CD (60.00') (101.34) 3 �y �— 00 _ . b �z o w ^ ro o N89'36'03"W _ -� 30' z iv O o7 101.37' �� o P q �'t (N89-38'1 4"W N cv00 Nb N�T `t x9.54' 11.34)C0ww ago LU w 30'SCALE 1"=60' z o J m .dn 5 ao ID3 00 �— N N - r 14.33'zz bb �o r 3 zz 30' z N46'00'28"E 47.00' ---/ 46.59: 101.38' �J (N45'56'42"E 47.00') / 46.57) (101.34') 9.54' BASIS OF BEARINGS: 3 N8 '39'39"W 147.97' N89'38'1 4"W 137.11' 8.78' (N89'38.14"W 147.91') I 3 ('38'14"W 37.11') 1 BRITTANY COURT - SURVEYOR'S NOTES_ fi l Q INDICATES SET 1 " IRON PIPE WITH Q PLUG STAMPED LS7070. FLUSH. M INDICATES FOUND MONUMENT AS ❑2 NOTED. III ( )INDICATES RECORD DATA PER MB 113/69--71. 131 BASIS OF BEARINGS Fil THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING 189'38'14"W BEING THE CENTERLINE OF BRITTANY 05 COURT PER MB 113/69-71. Cc 0 1 MONUMENT NOTES FD. 2" I.P. WITH TAG PER MB fi l 113/69-71. DOWN 0.15' TAG ILLEGIBLE. FD. 1 1/2" COPPERWELD STAMPED LS 7930 FLUSH PER CR 09-0222. FD. NAIL AND TAG LS 4457 ON PROLONGATION III OF BOUNDARY LINES PER MB 113/69-71. > FD. NAIL AND TAG LS 4457 ON TOP OF Q FENCE PER MB 113/69-71 FD. NAIL AND TAG LS 4457 ON CONCRETE IN LIEU OF TAG LS 4457 ON TOP OF Cc FENCE PER MB 113/69-71. 0 FD. 1 1/2" COPPERWELD STAMPED V LS 7930 FLUSH PER CR 09-0221. j BPELSG-2016 Page 2 oft