Driveway/Culvert Permit

DRIVEWAY/CULVERT PERMIT APPLICATION

Date Received

D- ______Permit #

Instructions: Please complete the information below and attach a Site Plan following directions on the reverse side

APPLICANT INFORMATION

Name:______Address:______

Owner:______Phone:______

PROPERTY LOCATION OR DESCRIPTION

Address:______

A. Proposed Improvement (Check all that apply) Driveway/Concrete_____Driveway/Asphalt______Culvert______Other (describe)______New Driveway______Repairs to Existing Driveway______

B. DImensions: Length (ft)______Width (ft) ______

THE STREET DEPARTMENT WILL DETERMINE THE CULVERT SIZE NEEDED

SIGNATURE OF APPLICANT: ______DATE:______

**Do Not Write Below This Line**

October 2013 Zoning District______Parcel Id #______

Size of Culvert Needed (if any)______Type of Fill for Culvert Trench______

Inspection Fee - $100 (2 at $50 each- Pre-pour/Grade and Final)

Pre-Inspection By:______Date:______

Compaction and/ or Trench Fill Inspection By:______Date:______

Final Inspection By:______Date:______

APPROVED:______DISAPPROVED:______

INPSECTOR:______DATE:______

General Requirement for Concrete and Asphalt Driveways, Culverts, Etc.

NO PERSON SHALL DISCHARGE OR CAUSE TO BE DISCHARGED OR DRAINED ANY STORMWATER, SURFACE WATER, GROUNDWATER, ROOF RUNOFF OR SUBSURFACE WATER ONTO ANY STREET WAY OR ROADWAY LOCATED WITHIN THE VILLAGE OF SOUTH ROCKWOOD.

General Specifications: The contractor shall excavate grass and unsuitable soil, place and compact granular base material, form, pour, and finish 4-inch, 6-inch, or 8-inch thick concrete slabs in accordance with the details and measurements shown on the site plan, and as directed by the Street Department or Village Engineer. The contractor shall perform all required site preparation work. The contract shall dispose of earth and grass removed off site. Contractor shall leave the work sites in a neat and orderly condition with smooth grades and restored disturbed landscaping.

 Driveway Culverts: No driveway culvert shall be less than 12 inches in diameter and 12 feet in length, unless approved by the Village. All culverts shall be reinforced concrete culvert pipe or corrugated HDPE pipe as specified by the street department or village engineer depending upon the depth at which the culvert will be installed and loadbearing factors, which shall be determined when application is made. All culverts shall be laid true to grade and grade shall be established by street department or village engineer. All culvert ends shall have properly installed headwalls when deemed appropriate by the village engineer, and shall consist of concrete, end rings, riprap laid in cement or other suitable material as establish by the village engineer. The size, shape, footing and construction detail of all head walls including height and length shall be designated by the village engineer and will be determined to fit each individual case. All culvert installations across driveways shall be made under the following conditions: 1. The entire trench shall be thoroughly backfilled with a minimum of 4 inches of 21A limestone material and thoroughly compacted by approved methods to within 12 inches of the proposed surface of the driveway. A minimum of 6 inches or to existing grade of 21A limestone material covering the culvert. 2. No driveway shall be blacktopped or surfaced with concrete until a reasonable length of time has been given for ultimate settlement over the trench and all settlements shall be brought to grade with similar materials used in the general construction of the drainage part.

 Driveways Installation Specifications:

1. Excavate 8 inches or more below grade to stable soil.

2. Place Class II granular base material or 21A material and compact to a minimum of 4-inch thickness, 95% compaction

3. Install forms that will be inspected by village staff as to line and grade prior to pouring concrete

4. Drive approach concrete shall be 6 inches thick for residential and 8 inch-reinforced, or 10 inch- reinforced thick for commercial and industrial drive approaches.

5. Driveway approach Hot Mix Asphalt shall be 3 inch thick for residential

6. All dimensions shall be shown on site plan.

7. Drive approaches, the surface grades shall be between 2 and 7 percent.

8. All areas within 25 feet of buildings shall slope away from the building at a minimum slope of 2%

9. Concrete surface shall be floated to produce a smooth surface free from irregularities. All edges shall be rounded to a ¼ inch radius. Surfaces shall be broomed perpendicular to the direction of travel. After texturing, the pavement surface shall be coated and sealed with a uniform layer of curing compound.

10. Protect all work from rain, freezing, cold and vandalism until fully cured. Contractor shall repair or replace damaged work at his expense, upon request from the village.

11. The Village shall not be liability for any damage to any driveway surface during utility repairs or maintenance to the portion of the driveway surface that is extended into the road right-of-way.

12. The grade of any driveway extending to the street surface shall be at one (1) inch lower than roadway and shall slope away from the roadway to the ditch or storm sewer.

 Other permits: Construction or replace may require a soil erosion permit from the Monroe Co. Drain Comm.

Site Layout is required. Cross section of pavement material and base may be required upon request.

October 2013 North