Loading...
cr21_0704CORNER RECORD Agency Index CR200438 Document Number 6-10L4 City of RIVERSIDE County of RIVERSIDE Brief Legal Description CENTERLINE INTERSECTION OF MAGNOLIA AVE AND MYERS ST CORNER TYPE MGovernment Corner El Control 0 Meander El Property 7 0 Rancho Other X Date of Survey MARCH 22, 2020 SEC.7, T.3S., R.5W. N. Elevation Units 0 Metric Q U.S. Survey Foot . California COORDINATES (Optional) E. Horizontal Datum Zone Epoch Date Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 87651d) ED 8771 ® 8773 0 Other: Corner/ X❑ Left as found Established Rebuilt ❑ Pre -Construction Monument: El Found and tagged Reestablished ❑X Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ® See sheet #2 for description(s): THE PURPOSE OF THE CORNER RECORD IS TO TIE OUT THE CENTERLINE INTERSECTION OF MAGNOLIA AVENUE AND MYERS STREET PER TRACT NO. 37219, M.B. 468/1-10 SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on NOVEMBER 4, 2021 Signed 4J� J�, P.L.S.oF R.G.P No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received November 5, 2021 and examined and filed November 9, 2021 Signed � P.L.S. 9F R.G.E. No. Title Deputy County Surveyor County Surveyor's Comment 5346 9536 �VIA QZ Q 9 0 Q_ z No. 5346 LlVGUIIICI IL Nul IILJCI 1 r-Q7nndgQ PAL 1--I I -y I I IUC7l — • — v • v - IX �T \ SEE DETAIL HEREON F] NOTHING FOUND, NOTHING SET, POINT FALLS ON MANHOLE, ESTABLISHED BY TIES PER TRACT NO. 37219, M.B. 468/1-10 �v 0 i �o �G 9L Q,/ G�\ LEGEND O - SET LEAD, TACK AND TAG STAMPED "LS 5346 TIE" ON TOP OF CURB I � Lek TIE DISTANCE I J \ , 0 -�o pFz - FOUND NAIL AND TAG / �'•. \ STAMPED "LS 5346 TIE" ��� IN ASPHALT, FLUSH PER R1 // �� �� i R1 - TRACT MAP NO. 37219, M.B. 486/1-10 - TANGENT OVER r _L5 _�j_ fib- L7 l L1 = 39.68' L2 = 36.97' L3 = 38.52' L4=.39.00' L5 = 2.00' L6 = 2.00' L7 = 2.00' L8 = 2.00' DETAIL N.T.S. BPELSG-2016 Page 2 of 2