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cr19_0075CORNER RECORD Agency Index CR180277 City of CATHEDRAL CITY Brief Legal Description Document Number 7,01 q — V L) f-� County of RIVERSIDE California LOT 4 MB 34/49 T4S R5E SEC 27 CORNER TYPE COORDINATES (Optional) N. E. X f Government Corner Control Elevation I Meander F] Property ®X Units Metric ® U.S. Survey Foot -� Rancho ® Other ® Horizontal Datum Zone Epoch Date Date of Survey March 7, 2018 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: M 8765(d) ® 8771 © 8773 ® Other: Corner/ X❑ Left as found ❑ Established 0 Rebuilt 0 Pre -Construction Monument: E]Found and tagged ❑X Reestablished FIReferenced ® Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed- I./ emoved O✓ 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 Tors' on April 11; 2018 Signed _ P.L.S. or R.C.E. No. LS7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received G /R /Z015 and examined and filed 2 �Z /20141 - �� Q Signed rr P.L.S. orfs-EENo. 8+9% Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 Jap >_AND V PHILLIP K FOMOTOR No. 7070 0 IANDM M C G O No. 8488 Exp. 12-31-20 1 Document Number Index CR180277 N89'35'23"E 330.05'(N89'36'00"E 330.00') 1 a DIffW SHORE 34T,HA11E� 3 N89'35'23"E 240.04 0 (N89'39'00"E 240.00') It :D 120.17' (120.15') 119.87' (119.85') 0 30' 30' w 0 L=23.41' R=15.00' L=23.71' R=15.00' n 0 A=89'25'24" A=90'34'51 " "� to (L=23.41' R=15.00' (L=23.71' R=15.00' rui w A=89'26'00") A=90'34'00") D'in 0 0 00 0 z 0 T (6 in r-°° r. coo ZI — Z,m �ID .� to I, w 1 w N N89'34'56"E 6 o cD Qo00 � l 0 �n o 135.01' — -0 w "04 O(o (N893600E (D T mz !�135.00') LA 0 " W m0 Z 0Q�0— LOT 4 0too„, MB 34/49 "° J Z (DD (DD ((O tto Z N I ltl O &i v7 `� 0 �0 N89'34'43"E ca (O 0 = 4 135.01' r p 0 M 0 (N89'34'56"E w : z U- z 135.00') o SCALE 1 "= 80' 0 � oo a 0 z N C14 04 N m M 1] to n Z 30' (135.00')M&R 135.01' (135.00') 30' 5T- 3 N89'36'35"E 330.01' (S89'36'00"W 330.00') 6 SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF WALL. INDICATES FOUND MONUMENT AS NOTED ( ) INDICATES RECORD DATA PER MB34/49. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N00' 10'00" E BEING THE CENTERLINE OF VAQUERO ROAD PER MB34/49. a FD. COPPERWELD LS 4146 NO REF. O FD. COPPERWELD LS 4146 PER RS 132/77. O FD. 1" I.P. PLUG LS5128 DOWN 0.1'. NO REF. ® FD. 3/8" REBAR PLUG LS7424 UP 0.1'. NO REF. ACCEPTED AS THE SW COR. LOT 4. S❑ FD. 3/4” I.P. PLUG LS7070 FLUSH PER RS 132/77. © FD. 1/2" I.P. PER M834/49. DOWN 0.6'. BPELSG-2016 Page 2 oft