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cr18_0462CORNER RECORD Agency Index C-9_ W 011 Document Number In �A U'L ty of Perris County of Riverside , California Brief Legal Description Sta. 163+11.794 Centerline Improvement Route 74 per R.S. 125/97-109. Sec. 31, T. 4S., R. 3W., S.B.( CORNER TYPE Government Corner rXj Control ri Meander Property Rancho Other Date of Survey 5/11/2016 & 6/24/2016 N. Elevation Units COORDINATES (Optional) E. Horizontal Datum Metric n11U.S. Survey Foot Zone Epoch Date Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: E38765(d) 8771 E18773 8773 Other: Corner/ X❑ Left as found ❑ Established Rebuilt Pre -Construction Monument: ❑ Found and tagged 0 Reestablished Referenced 91 Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: Fy/ See sheet #2 for description(s): Found as described on reverse this sheet. Point tied out 5/11/2016 prior to construction. Points set at surface per ties 6/24/2016 after construction. '-iese ties are for the purpose of perpetuating the found monumentation. No claim is made as to the relationship of the points or lines shown hereon to true boundary locations. Lp�yp SURVEYOR'S STATEMENT �`c.�- D. This Corner Record was prepared by me or under my direction in conformance with No. 4343 the Professional Land Surveyors' Act on August 19, 2016 N ,�-`-��•�� _`` r ,.. ,�' � gyp+ e Signed P.L.S. No. 4343 61 - P CWFq��\ COUNTY SURVEYOR'S STATEMENT This Corner Record was received t� and examined and filed Signed P.L.S. or RE. No. b c3 r�7►'i� County Surveyor's Comment BPELSG-2016 Page 1 of 2 W.O. 16-15 Document Number A enc Index SURVEYOR'S NOTES • DENOTES FOUND LEAD & TAG L.S. 6793 TIE IN T.C. PER R.S. 125/97-109. ® DENOTES FOUND 1" I.P. TAGGED L.S. 6793, DN. 0.2', FOR STA. 163+11.794 PER R.S. 125/97-109. SET MAGNAIL AND WASHER STAMPED L.S. 4343, FLUSH, OVER CENTERLINE MONUMENT AT COMPLETION OF CONSTRUCTION. () DENOTES RECORD DATA PER R.S. 125/97-109. \ N \O N N \ �F O v N It O � N A8.68 X48.66', <g2 9al 5'j SCALE: 1"= 30' •P BPELSG-2016 Page 2 of 2