§ 14-6. Paving.

(a)

Submittal procedure. For village approval of paving design, the applicant shall furnish to the village a detailed estimate of cost and three sets of paving plans and specifications. The village engineer shall review the estimate and the plans for conformity to standards set forth in this section and certify that they are consistent with the overall utility plans of the village after which they will return one of the three sets with appropriate comments. The applicant after making any changes requested on the set of plans returned to him shall then submit four sets of revised plans to the village for final approval. The village engineer shall then review these revised plans for conformity to the comments mentioned heretofore and, if they have been properly made, will retain three copies for the village records, and return one approved copy to the applicant.

(b)

Design standards.

(1)

All streets and appurtenances thereto shall be constructed in accordance with the current village standards and specifications. All pavements, accepted as noted in subsection (b)(2) of this section, shall be asphalt pavement with concrete to curb and gutter on each side.

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(2)

Street pavement width standards are as follows:

	Street Type		Pavement Width (measured from back of curb to back of curb unless otherwise noted)
a.	Major thoroughfare		48 feet
b.	Collector streets		40 feet
c.	Industrial street		40 feet
d.	Multiple-family residential streets
	1.	Dedicated streets	36 feet
	2.	Undedicated streets	32 feet (asphaltic or concrete pavement with or without curb and gutter on each side)
e.	Minor residential streets		32 feet
f.	Marginal access streets		20 feet
g.	Turnaround (loop) streets		Not less than 80 feet diameter at terminating loop 36 feet wide pavement

 

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(3)

The smallest practical area of land should be exposed at any one time during development.

(4)

When land is exposed during development, the exposure should be kept to the shortest practical period of time.

(5)

Temporary vegetation and/or mulching should be used to protect critical areas exposed during development.

(6)

Sediment basins (debris basins, desilting basins, or silt traps) should be installed and maintained to remove sediment from runoff waters from land undergoing development.

(7)

Provisions should be made to effectively accommodate the increased runoff caused by changed soil and surface conditions during and after development.

(8)

The permanent final vegetation and structures should be installed as soon as practical in the development.

(9)

The development plan should be fitted to the topography and soil so as to create the least erosion potential.

(10)

Wherever feasible, natural vegetation should be retained and protected.

(Ord. No. 81, art. VI, 5-15-1973)