The procedure and practice of all survey work done on any subdivision,
whether for preparation of a final map or parcel map, shall conform
to the standard practices and principles of land surveying, the Land
Surveyor's Act of the state of California, and the provisions of this
chapter.
(Ord. 2747 § 1, 1993)
The traverse of the exterior boundaries of the tract computed
from field measurements of the ground must close within a limit of
error of one foot to 10,000 feet of perimeter before balancing survey.
(Ord. 2747 § 1, 1993)
Whenever the city engineer has established a system of coordinates
which is within a reasonable distance of the subdivision boundary,
as determined by the city engineer, the field survey shall be tied
into such system.
(Ord. 2747 § 1, 1993)
In making the survey of the subdivision, the engineer or surveyor
shall set sufficient permanent monuments so that the survey, or any
part thereof, may be readily retraced.
(Ord. 2747 § 1, 1993)
Monuments shall be set at all block and lot corners and angle
points and at the beginnings and ends of curves, and along street
and alleys, and at the points of intersection with the exterior boundary
lines. Interior property line and center line monuments and ties may
be set after the final map or parcel map is recorded.
(Ord. 2747 § 1, 1993)
All monuments set in the course of the survey as required by
these regulations, shall be of the type specified by the city engineer
and shall be set to the depth and in the manner prescribed therefor.
(Ord. 2747 § 1, 1993)
All monuments set as required herein shall be permanently and
visible marked or tagged with the registration or license number of
the engineer or surveyor who signs the engineer's or surveyor's certificate
and under whose supervision the survey was made.
(Ord. 2747 § 1, 1993)
Any monument set as required herein which is disturbed or destroyed
before acceptance of all improvements by the city shall be replaced
by the subdivider.
(Ord. 2747 § 1, 1993)
The following survey data and information shall be shown on
each final map or parcel map for which a field survey was made pursuant
to this title:
A. Stakes,
monuments (together with their precise position) or other evidence
found on the ground, to determine the boundaries of the subdivision;
B. Corners
of all adjoining properties identified by lot and block number, subdivision
names, numbers, and pages of record, or by section, township and range,
or other proper designation;
C. All
information and data necessary to locate and retrace any point or
line without unreasonable difficulty;
D. The
location and description of any required monuments to be set after
recordation of the final map, and the statement that they are "to
be set";
E. Bearing
and length of each lot line, block line, and boundary line and each
required bearing and distance;
F. Length,
radius and bearings of terminal radii of each curve and the bearing
of each radial line to each lot corner on each curve;
G. The
center lines of any street or alley in or adjoining the subdivision
which have been established by the city engineer, 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 so stated; and
H. Such
other survey data or information as may be required to be shown by
the city engineer or by the provisions of this chapter.
(Ord. 2747 § 1, 1993)