A. 
Upon approval of both the preliminary plat and the plans and specifications for the required subdivision improvements by the Plan Commission and the Superintendent of Highways, and upon approval of the appropriate agencies as evidenced by state permits where required, the subdivider shall construct and install the required subdivision improvements prior to filing with the Plat Officer an application of the final plat for final approval.
B. 
In lieu of construction in Subsection A above, the subdivider may post cash, negotiable securities, or a surety bond running to the County Board sufficient to cover the full cost of said improvements as estimated by the subdivider and approved by the Superintendent of Highways and township Highway Commissioner to assure the satisfactory installation of said improvements as outlined in Articles VI, VII and VIII and contained in the approved plans and specifications. If the subdivider posts a surety bond, it shall have good and sufficient surety therein, and be approved by the Plan Commission.
C. 
In addition to Subsections A and B above, the subdivider shall provide a surety bond (in the amount of 20% of the cost of the improvements) running to the County Board for a period of two years after completion of construction, or a portion of the cash or negotiable security required in Subsection B above may be retained by the County for this purpose. During this period and/or until official acceptance, the subdivider shall be responsible for all maintenance of improvements.
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
A. 
Simultaneous with filing the preliminary plat, or as soon thereafter as practicable, three copies of construction plans and specifications prepared by a professional engineer registered in Illinois shall be furnished in accordance with the provisions of this article for the following subdivision improvements:[1]
(1) 
Streets.
(2) 
Sanitary sewage system.
(3) 
Water supply and distribution.
(4) 
Storm drainage, including storm sewers.
(5) 
Streetlights.
(6) 
Sidewalks.
(7) 
Curb and gutter.
(8) 
Public utility locations.
(9) 
Street signs, guard rails, and any other special requirement.
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
B. 
Construction and inspection.
(1) 
Prior to starting any work covered by the approved plans and specifications for the above improvements, written authorization to start the work shall be obtained from the Superintendent of Highways. Authorization to begin work will be given upon receipt of all necessary permits, and work must proceed in accordance with construction methods of this article.
(2) 
Construction of all improvements required by this chapter must be completed within two years from the date of the approval of the preliminary plat by the Plan Commission unless good cause can be shown for granting an extension of time by the Plan Commission.[2]
[2]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
(3) 
During the course of construction, at such times as the Superintendent of Highways deems necessary within customary good practices of engineering and construction, inspection of the work shall be made to ensure compliance with the plans and specifications as approved.
(4) 
After completion of all public improvements, and prior to final acceptance of said improvements, a certificate signed by a registered professional engineer of Illinois shall be submitted to the County Superintendent of Highways and the township Highway Commissioner and to the Plat Officer. Said certificate shall read as follows: "All streets shown herein have been graded, drained and surfaced and all drainage structures have been built, and all sewers and water mains have been installed, as required, and in accordance with the plans and specifications for said subdivision."
C. 
As-built plans. After completion of all public improvements, and prior to final acceptance of said improvements, the subdivider shall make, or cause to be made, a map showing the actual location of all valves, manholes, stubs, sewer and water mains, and such other facilities as the Superintendent of Highways shall require. This map shall bear the signature and seal of a professional engineer registered in Illinois. The presentation of this map shall be a condition of final acceptance of the improvements, and release of the surety bond assuring their completion. The as-built plans shall be filed with the Plat Officer.
D. 
Survey monuments. All permanent and other monuments required under § 355-17 of this chapter shall be placed prior to the approval of the final plat.
E. 
Acceptance of dedication; maintenance of improvements.
(1) 
Final acceptance of the dedication of any street, open space, or other public area shall be the responsibility of the County Board.[3]
[3]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
(2) 
Approval of the final plat shall be dependent on presentation of proof of responsibility for the maintenance and operating costs of all community improvements.
[Amended 6-12-1984 by Ord. No. 84-53]
A. 
For the purpose of this section, there shall be two classifications of subdivisions: urban and rural. The improvement which will be required will be dependent on the type of subdivision as herein described, except that the Plan Commission may recommend the requirement of additional improvements or the waiving of the requirement of certain improvements when, in the opinion of the Plan Commission, because of the location of the subdivision, impractical conditions for providing the required improvements, or practicable and demonstrable hardship, would be caused the subdivider.
(1) 
The following table indicates the improvements required in each of the two types of subdivisions. However, the table is intended only as a general guide, and the remainder of this section should be examined carefully to determine the exact improvements and their design.
Required Improvement
Urban Subdivision
Rural Subdivision
Street pavement
X
X
Curbs
X
O
Gutters
X
O
Public sanitary sewer systems
X
O
Stormwater sewers
X
O
Public water supply systems
X
O
Streetlights
X
O
Sidewalks
X
O
Street signs, guardrails, etc.
X
X
Grass stormwater drainage ditches
O
X
X = Required
O = May be required
(2) 
The design standards specified in this section are also the minimum considered necessary for the general health, welfare, safety, and convenience of the public. Any improvements may be built to better standards of quality than those set forth in this chapter.
B. 
Streets: See the minimum standards for street design tables or the administrative policy of the bureau of local roads of the State of Illinois, whichever is more restrictive.[1]
[1]
Editor's Note: The Minimum Standards for Street Design Tables for urban and rural subdivisions are included at the end of this chapter.
C. 
Cul-de-sacs shall meet all the requirements for a local street and, in addition, shall provide a turnaround right-of-way of 120 feet in diameter for rural and urban subdivisions, and in both cases pavement diameter shall be not less than 100 feet.
D. 
Alleys provided to serve business, commercial, or industrial uses shall be constructed in accordance with the street specifications; however, the paved surface may be only 20 feet.
E. 
Curb and gutter. Concrete curb and gutter shall be provided along the outside edge of all street pavements in urban subdivisions, and in rural subdivisions, when required by the Plan Commission. All curbs and gutters shall be constructed in accordance with the approved specifications of Stephenson County.
F. 
Sanitary sewage system.
(1) 
There shall be provided a complete sanitary sewer system, including a service connection for each lot and a sewage treatment plant and/or disposal facilities, which services the subdivision in an urban subdivision.
(2) 
In any subdivision not meeting the conditions of an urban subdivision, individual sewage disposal systems may be installed, provided:
(a) 
All requirements of the County regulations with regard to soil percolation tests, size of disposal system, and requirements of the state are met.
(b) 
Private restrictions are filed with the final plat and incorporated in each deed requiring that, as soon as public sewers are available, connections to the public sewer shall be made at the property owner's expense, and that owners shall bear their fair, proportionate share of the cost of the public sewer as determined by agreement, special assessment, or other means authorized by law to finance construction of sewer systems.
(3) 
All community sewage systems shall be designed and constructed in accordance with applicable state, County, and local regulations.
(4) 
All sanitary sewers shall be designed in accordance with accepted modern sanitary engineering practice and shall be designed and constructed in accordance with the requirements of the Pollution Control Board.[2]
[2]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. I).
(5) 
Provision shall be made for the maintenance and operation of such treatment plant or facility, and shall be stated on the final plat and incorporated in the deed if charges are to be made to the owners of property, or property owners' association, or other agency.
G. 
Stormwater sewerage. There shall be provided stormwater sewerage or a surface drainage system to serve adequately the area being platted, considering, but not limited to, the following:
(1) 
The recommendations of the Plan Commission and the County Superintendent of Highways;
(2) 
The use of existing drainage channels whenever possible; and
(3) 
The design of the drainage system shall consider and show:
(a) 
The storm drainage area of which the subdivision is a part.
(b) 
Calculations as to volume and frequency of water to be handled.
(c) 
A scheme of culverts sufficient in size to eliminate flooding or ponding of water.
(d) 
Grades which may result in erosion or ponding and, therefore, require storm sewers.
(e) 
Existing watercourses.
(f) 
A plan of the subdivision's grading to prevent ponding of stormwater, and to eliminate the problems of Subsection G(3)(d) above.
(4) 
In any subdivision not qualifying as an urban subdivision, ditches and swales meeting the following standards may be used:
(a) 
With grades to 4%, ditches may have sod bottom and banks.
(b) 
With grades from 4% to 8%, ditches must have ditch checks.
(c) 
With grades greater than 8%, ditches must have rip-rap or be paved.
(d) 
Culverts must be provided at all street or driveway intersections sized to eliminate flooding or ponding of water, and with a minimum depth of 12 inches.
H. 
Water supply and distribution.
(1) 
In any subdivision qualifying as an urban subdivision, there shall be provided a complete public water supply and distribution system, including all appurtenances for fire protection.
(2) 
In any subdivision not qualifying as an urban subdivision, individual water supplies may be permitted, provided:
(a) 
All requirements of the state and County regulations are fully met; and
(b) 
Private restrictions are filed with the final plat and incorporated in each deed so that, as soon as a public water supply system is available, connections to the system will be made at the property owner's expense, and so that owners shall bear their fair, proportionate share of the cost of the public water main as determined by agreement, special assessment proceeding, or other means authorized by law to finance construction of water systems.
(3) 
All community water supply and distribution systems shall be designed and constructed in accordance with the requirements of the Pollution Control Board.[3]
[3]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. IV).
I. 
Streetlighting.
(1) 
Streetlighting facilities shall be provided at all street intersections and/or every 300 feet; except in single-family residential subdivisions, streetlighting may be provided by installation of a private yard light in each lot.
(2) 
Streetlighting facilities for multiple-family, business or industrial subdivisions shall be of the high-level, high-intensity type, and shall be placed on alternate sides of the major and secondary streets, not less than 200 feet apart.
J. 
Sidewalks. Sidewalks shall be provided in the following areas:
(1) 
Industrial and commercial and business property shall be provided with concrete sidewalks five inches thick and a minimum of 10 feet wide.
(2) 
Any subdivision qualifying as an urban subdivision shall be provided with sidewalks four inches thick and four feet wide, and located one foot off the property line on both sides of all streets when, in the opinion of the Plan Commission, sidewalks are needed to provide safety and convenience to the residents of the subdivision.
(3) 
In any subdivision not qualifying as an urban subdivision, sidewalks may be required by the Plan Commission, in which case sidewalks shall be four inches thick and four feet wide, and located one foot off the property line on both sides of all primary and secondary streets, and may be required on one side of local and collector streets, except that those local or collector streets leading to a school or park may be required to have a sidewalk on both sides.
K. 
Street signs, landscaping, etc.
(1) 
Street signs of the type approved by the County Superintendent of Highways shall be installed on the northeast corner of each intersection and shall indicate the street names as shown on the final plat.
(2) 
Wherever possible, existing trees shall be preserved in the installation of subdivision improvements. All unpaved street rights-of-way shall be seeded or sodded. Provision shall be made to assure the growth of all landscaping.
Final construction plans shall be prepared on twenty-two-inch by thirty-six-inch material of good quality, and shall contain at least the following information in the following order:
A. 
Title.
B. 
Plat of subdivision.
C. 
General layout drawings of the proposed streets.
D. 
General layout drawings of the proposed water system.
E. 
General layout drawings of the proposed sanitary sewers.
F. 
General layout drawings of the proposed storm drainage.
G. 
Plans and profiles of streets and sewers, with horizontal and vertical scales sufficiently large to adequately show construction details.
H. 
Details of street structures, etc.