ORD 0769 - Laserfiche WebLink

performed the survey together with his certificate, signature and seal, the date the survey was made, and the name of the owner of record. 2. The exterior boundary lines of the property with their bearings and distances. Basis of bearings shall be the California State Coordinate (Zone III) bearing between two identified monuments. Deed courses shall be shown in parentheses, with "Deed" included with course. Courses based on other surveys shall also be shown in parenthesis with a note reference to the survey included. 3. The location and type of monuments or other markers found or set by the surveyor. 4. The deed and/or survey distance and the measured distance sufficient to relate the side line of the property to the nearest intersecting street and to one identified monument. 5. The location of existing easements affecting the property with sufficient data to accurately locate them, and the proper recording data, and adopted precise plan lines of future street right-of-ways. 6. Contour lines at one foot intervals or spot elevation(s) on a grid system for predominant ground slopes between level 0% and 5%, contour lines at two foot inter- vals for predominant ground slopes between 5% and 10%, contour lines at five foot, or other appropriate interval for predominant ground slopes exceeding 10%. All eleva- tions shall be based on N.G.V.D. datum (National Geodetic Vertical Datum, formerly United States Coast and Geodetic Survey) unless otherwise authorized by the City Engineer, and the bench mark used shall be listed with the record elevation.