The procedure and practice of all survey work done on any subdivision, whether for preparation of a final map or approved parcel map, shall conform to the accepted standards of the engineering profession. The allowable error of closure on any portion of a final map or approved parcel map shall be one in ten thousand.
(Ord. 858 § 3, 1994)
In the event that the county surveyor, the State Highway Engineer or city engineer shall have established the center line of any street or alley in or adjoining a subdivision, the final map or approved parcel map shall show such center line, together with reference to a field book or map showing such center line and the monuments which determine its position. If determined by ties, that fact shall be stated upon the final map or approved parcel map.
(Ord. 858 § 3, 1994)
The subdivider shall, as a condition precedent to approval of the final map, agree to cause to be placed all permanent monuments as set forth in this chapter and the Subdivision Map Act.
(Ord. 858 § 3, 1994)
Each final map shall fully and clearly show and identify such stakes, monuments or other evidence determining the boundaries of the subdivision as were found on the grounds, together with sufficient corners of adjoining subdivisions by lot and block number, tract name and place of record, or by section, township and range, or other proper designation, as may be necessary to locate precisely the limits of the subdivision and to permit the survey to be retraced.
(Ord. 858 § 3, 1994)
All lots shall be staked and said stakes shall be existing upon completion and acceptance of the subdivision. The stakes shall be placed at all rear lot corners, whereas the front corner monuments may be placed at the front corners or be designated by tacks placed in the sidewalk or curb along lines which are prolongations of the side boundaries of the property.
(Ord. 858 § 3, 1994)
Each final map or approved parcel map shall show durable monuments found or set at or near each angle point in the exterior boundaries and at intermediate points, approximately one thousand feet apart, or at such lesser distances as may be necessary by topography or contours to assure accuracy in the reestablishment of any point or line with reasonable facility. The precise position and the character of each monument shall be shown on such map. Such durable monuments shall be no less substantial than an iron pipe of a two-inch outside diameter, not less than two and one-half feet in length, with plug and tack, and set at least two feet into the ground, or of such other character and stability as may be approved by the city engineer. For purposes of this chapter, a lead and tack set in permanent concrete or masonry shall be considered as a durable monument.
(Ord. 858 § 3, 1994)
A. 
Wherever, in the opinion of the city engineer, a monument is necessary to mark the intersection of two streets, such monument shall be set at the intersection of the center lines of the streets, unless, in the opinion of the city engineer, the conditions of such intersection point make preferable the setting of the monument at a different point. Each such monument shall not be less durable than:
1. 
In asphaltic concrete or cement concrete pavements, a lead and tack;
2. 
In unsurfaced, graveled or oil surfaces, an iron pipe two inches (5.08 centimeters) in diameter, thirty inches (76.2 centimeters) long, set not less than twelve inches (30,480 meters) below the surface or at such depths as may be approved by the city engineer;
3. 
In bituminous macadam pavements, a spike not less than six inches (15.24 centimeters) long;
4. 
In the case of a sewer manhole, four punch marks shall be placed in the rim of the sewer manhole to show the intersection of street centerlines.
B. 
Ties and tie notes on all monuments set for street intersections shall be provided in accordance with city standards.
(Ord. 858 § 3, 1994)