Loading...
HomeMy WebLinkAbout248CR19CORNER RECORD, Document im M-IMIr- • s tF ❑ Government Corner ❑ Meander L;UUKUINH I CJ tUPuUrldl ) W E. Elevation Units ❑ Metric ❑ U.S. Survey Foot ® Rancho u Utner Horizontal Datum Zone Epoch Date Date of Survey 0/15/23 vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ , 8765 (d) ® 8771 ❑ 8773 ❑ Other - Corner/ ® Left as found ❑ Established ❑ Rebuilt ® Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished OXX. Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description (s): FOUND 1.5" BRASS DISK WITH PUNCH STAMPED "14+00" IN MONUMENT WELL. FOUND AND SET POINTS AS SHOWN ON PAGE 2. THIS POINT WAS REFERENCED PRIOR TO A CONSTRUCTION PROJECT IN THE VICINITY. THE TIES SHOWN HEREON ARE FOR THE PURPOSE OF PERPETUATING FOUND MONUMENTATiON, NO CLAIM IS MADE AS TO THE RELATIONSHIP OF THE POINTS OR LINES SHOWN HEREON TO TRUE BOUNDARY LOCATION. 23100-Pre-CR-1 t,AND SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with SCOTT V. GUNHA the Professional d Surveyor 'Act on SEPTEMBER 25 . _ 2023 NO. 8525 � Signed P.L.S. or 8525! SO . V. CUNHA lF OF 0A �F COUNTY SURVEYOR'S STATEMENT This Corner Record was received ;L3 and examined and filed J l J J a Signed P.L.S. or R.C.E. No. 7 "1 3 Title County Surveyor's Comment BPELSG-2016 Page f of2 Document Number 11723 Agenev Index 23100-Pre-CR-1 0 M LEIWND r J FOUND 1.5" BRASS DISK WITH PUNCH STAMPED "14+00" IN MONUMENT WELL U O SET REBAR AND CAP STAMPED "RP PLS 8525" U) SET 1" BRASS DISK WITH PUNCH STAMPED "RP PLS 8525" IN CONCRETE SET 1" BRASS DISK WITH PUNCH STAMPED "RP PLS 8525" IN CURB i 904 REFERENCE STREET ADDRESS ALL MEASUREMENTS IN US SURVEY FEET AND DECIMAL THEREOF Z x TRACT 8037 403 M 23 APN: 209-020-010 PARCEL D r EDGE OF PAVEMENT (TYP) TOPOGRAPHIC FEATURES SHOWN HEREON ARE APPROXIMATE AND SHOWN FOR REFERENCE PURPOSES ONLY. ELSG-2016 Page 2