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HomeMy WebLinkAbout132CR42CORNER RECORD City of Clayton Brief Legal Description Street Monument on Marsh Creek Road = Document Number 5964 County of Contra Costa CORNER TYPE Government Corner ❑ Control ❑ Meander ❑ Property ❑ Rancho ❑ Other Date of Survey July 28, 2013 N. COORDINATES (Optional) E. Zone NAD83 Epoch Elev. Vert. Datum Meas. Units California NAD27 ❑ NAD83 ❑ NGVD29 ❑ NAVD88 ❑ Metric ❑ Imperial ❑ U.S. Survey Feet ❑ Corner - Left as found ® Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt ❑ Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: Found County Monument (MA -49) as shown on the Contra Costa County Precise Traverse for Marsh Creek. In compliance with Section 8771 of the Professional Land Surveyor's Act, this corner record is being filed to establish the position of an existing monument prior to street construction. A description of the physical condition of the monument as found and as set or reset: Found 1 -1/2" Iron Pipe with Brass Tag & Tack in good condition. Set reference ties as shown on page 2. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Land Surveyor's Act on August 1, 2013 Signed P.L.S. No. 5922 Seth H. Irish Kier & Wright Civil Engineers & Surveyors, Inc., Pleasanton, CA COUNTY SURVEYORR' -S STATEMENT This Corner Record was received �C�,o . 6—'" -2 C, and examined and filed 00101 e- ewt 6-er- (a -'tj aoil Signed �' P.L.S. ar-f -C--E. No. 6 �� Title C, o - Ci✓ve�. o r County Surveyor's Comment A.P.N. LS. 6571 Borpels-1297 Paqe 1 oft L2.. eta Document Number NORTH LOCATION 0 5' 10' 20' scole 1 " = 10 ft M F�SN I N M I o 0 0 SET BRASS TAG & NAIL IN ASPHALT L.S. 5922 j O Q W Q- Q i:!�=N N o W 1 QU)I' co 1 KW# A13623 -CR �— J ' LLJ a Go cyj SET BRASS TAG & NAIL IN ASPHALT L.S. 5922 �O h Page 2 of 2 Z N j N � a O �r c� 0 FOUND 1j" IRON PIPE )� WITH BRASS TAG & TACK (M A49) LEGEND q CENTERLINE • FOUND MONUMENT AS NOTED O SET MONUMENT AS NOTED 1 Irv, C' 0 �r rY �llj Q ti s a U