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cr22_0125LO�;ORNER RECORD Agencyindex CR 210543 Document Number 2C)'�2� 0 City of Palm Springs County of RIVERSIDE Cakifornia Brief Legal Description Lot 5 TR. 10830-1, MB 103/66-67; Portion of Sid j of the NE � Section 11, T4S, R4E, SBB&U CORNER TYPE COORDINATES (Optional) N. E. j Government Corner Control Elevation X X +� [� Meander ® Property p rty Units 0 Metric El U.S. Survey Foot �j [:]Rancho Other Horizontal Datum I Zone Epoch Date Date of Survey 01/2021 Vertical Datum Complies with Public Resources Code §§8801-8819 0 Complies with Public Resources Code §§8890-8902 PLS Act Ref: 8765(d) 8771 rl 8773 [] Other: Corner/ ®X Left as found Established [3 Rebuilt Pre -Construction Monument: ® Found and tagged Reestablished 0 Referenced Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: xj See sheet #2 for description(s): SEE BACKSIDE This Corner Record the Professional Signed SURVEYOR'S STATEMENT prepared by me or under my direction in conformance with i rvey s,'. P� t'oy, April 2021 P.L.S. or*k@ENo. 7627 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examine _andflled`� Signed -` 5-10-21 9/28/22 P.L.S. oriWob No. 8488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page 1 oft V LANA\\ SI EV�'� G,p �\O 191 = No. 7627 OF \\ CA /COPE LA/VO\ �`' L• Moi GAG ° No. 8488 Z * Exp. 12-31 -22 rjgTFOF CAOF 2OZ2—d`.5 d CR 210543 �%� !iv,ACCESSIBLE I LUi J 04 - I TRACT NO, 10830-1 MB 103/66-67 4=80°57'05 y R=50.00 L= 70.64' * LOT 4 sFN LOT 5 o f- R=20.00' L=48.87'{ aW N 25 SflLw o N89'4TI9.�90.00' 4.82r UNABLE TO N '70.00' h _ OPEN 6`r'ELL� ON. � N8.9'47'9 orf 47_,00' .BASIS OF BEARING CHRISTINA WAY Lmm O INDICATES SET TAG IN CURB STAMPED, IS 7627' ON THE PROLONGATION OF THE SIDE LOT LINES IN UEU OF FRONT CORNER. RECORD DATA SHnWN PFR MR in.3/66-67. * INDICATES FOUND 1- IP w/ ILLEGIBLE TAG, DN. 0.55' IN MON. WELL UNLESS OTHERWISE NOTED. RECORD DATA PER LAB 103/66-67 JOB # 186D-001 BPELSG-2016 Pace 2 oft 1. SEARCHED AND FOUND PcviJiirC AT A_� PROPERTY CORNERS I iNLEcc OTHERWISE NOTED. 2. ALL BEARINGS AND DISTANCES ARE RECORDED AND MEASURED PER FAB 103/66-67.