The final plat shall include the following minimum requirements:
A. The name and general location of the subdivision by quarter- quarter section, township and range, in bold letters at the top of the sheet.
B. North arrow, basis of bearing and scale of the plat.
C. Surveyor's name, company name, address and official seal of the Idaho registered and licensed land surveyor preparing the plat.
D. The tract boundary must be accurately drawn showing the proper direction and dimensions of all boundary lines of the subdivision. Basis of bearing shall be city of Pocatello datum based on the east zone of the Idaho state plane coordinate system.
E. The street names, widths, lengths, bearings, curve data on centerlines of proposed streets, alleys and easements desired or necessary; the boundaries, bearings and dimensions of all parcels within the subdivision intended to be dedicated to the use of the public; and the sizes, lines, dimensions, curve data and number of all lots, blocks and/or parts reserved or excepted for any reason within the subdivision.
F. The widths of abutting streets and alleys and street names. The names and boundaries of all adjoining recorded subdivisions shall be shown upon the plat offered for record. The adjoining subdivisions shall be clearly drawn to show their relationship to the plat offered for record. If adjoining land is not platted it should be noted as such.
G. All linear dimensions shall be shown to the nearest 0.01 of a foot and all bearings shall be shown to the nearest second of arc. All curves shall be defined by the radius, central angle, tangent, arc length, chord distance and chord bearing. The description and location of all monuments used to control the survey shall be shown.
1. All monuments shall be set in accordance with title 50, section 13, Idaho Code. All exterior boundary corners shall be marked with a five-eighths inch diameter by twenty four inch (5/8" x 24") minimum length iron rod with a two inch (2") diameter aluminum cap. All exterior boundary corners shall also be marked with a metal "T" type fence post at least six feet (6') in length set immediately adjacent to the required corner monument.
2. Street monument vaults shall meet city standards and be placed a maximum of six hundred feet (600') apart with a two inch (2") aluminum cap on top of a five-eighths inch by twenty four inch (5/8" x 24") iron rebar. All other centerline monuments shall be a two inch (2") aluminum cap on top of a five-eighths inch by twenty four inch (5/8" x 24") iron rebar.
H. All lots and blocks shall be numbered sequentially throughout the plat in accordance with Idaho Code title 50, chapter 13 and city engineering and survey standards.
I. The total acreage of the entire development and square footage of each lot, common areas and open space areas.
J. Location and description of cardinal points to which all dimensions, angles, bearings and similar data on the plat shall be referenced. In addition to the requirements of title 50, chapter 13, Idaho Code. The exterior boundary of the subdivision shall be tied to not less than two (2) public land corners or corners recognized by the county surveyor.
K. The NAVD 88 datum (date and source) utilized for the construction drawings shall be stated on the construction drawings.
L. The required certifications shall be lettered on the plat for the following: the Idaho professional land surveyor's "certificate of survey", owner's dedication certificate with notary public acknowledgment, approval by the city council and acceptance of any public dedications, approval by the engineer for the city, approval by the city surveyor and other certificates as required by the county and Idaho Code. (Ord. 3043, 2020: Ord. 2971, 2016)