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(g) The subdividing of the land shall be such as <br />to provide~ by means of a public street, each lot with satis- <br />factory access to an existing street. <br /> <br /> (h) Minim~mm width of residential lots shall be 50 <br />feet measured at the building setback line except for to%m- <br />house developments. <br /> <br /> {i) Minimum average depth of residential lots shall <br />be lOO-feet. <br /> <br />ARTICLE IV. Required Improvements. <br /> <br />Section 32-20. ~.[onuments. <br /> <br /> Monuments shall be placed at all block corners and at <br />the tangent point of curves connect-ing intersecting street <br />lines, at the points of cuEvature and tangency in curved street <br />lines, and .at all corners in the exterior boundary of the sub- <br />division and at such other points as may be designated by ~ae <br />City Engineer. ~onuments shall be set flush with the surface <br />of the ground Or finished grade, visible upon final acceptance <br />inspection, and shall be either: <br /> <br /> {a) Pre-cast concrete, <br />square or 8 inches in diameter, <br />therein; or <br /> <br />30 inches in length, 6 inches <br />with a metal pin imbedded <br /> <br /> (b) A steel or iron pin,-6/8 of an inch in diameter, <br />set in poured concrete, at least 18 inches deep and 10 inches <br />square. <br /> <br />Section 32-21. Utility and street Improvements. <br /> <br /> In subdivisions, or parts of subdivisions, situated <br />within the city, improvements shall be provided as follows: <br /> <br /> (a) Streets shall be graded to the full width and in <br />conformance to the approved cross sections and profiles and <br />shall be surfaced as set forth below. <br /> <br /> (b) The pavement base and surface of streets, shall be <br />appropriate to the type of development and t~e of use con- <br />templated and shall be installed in accordance with standards <br />and specifications of the City of Portsmouth. The thickness <br />of base and pavement shall be determined by actual soil bear- <br />ing tests of the California Bearing Ratio type or equal (per- <br />formed at the expense of the subdivider by an approved testing <br />laboratory at locations specified by the city engineer], and <br />by anticipated traffic loading methods as developed by The <br /> <br />-16- <br /> <br /> <br />