[R.O. 2016 § 515.350; Ord. No. 820-08 § 1, 3-1-2009[1]]
For the purposes of Article V of this Chapter, the following terms, phrases, words and abbreviations shall have the meanings given herein, unless otherwise expressly stated. When not inconsistent with the context, words used in the present tense include the future tense and vice versa, words in the plural number include the singular number and vice versa and the masculine gender includes the feminine gender and vice versa. The words "shall" and "will" are mandatory and "may" is permissive. Unless otherwise expressly stated or clearly contrary to the context, terms, phrases, words and abbreviations not defined herein shall be given the meaning set forth in the City Code and, if not defined therein, their common and ordinary meaning.
APPLICANT
The person applying for and the person receiving a permit under Article V of this Chapter and any person on whose behalf an application is made or received.
APPLICATION
That form designed by the Director of Public Works which an applicant must use to obtain a permit.
CITY
The City of Park Hills, Missouri.
CITY ADMINISTRATOR
The City Administrator or his/her designee.
DIRECTOR OF PUBLIC WORKS
The Director of Public Works or his/her designee.
EXCAVATION
Any act by which earth, asphalt, concrete, sand, gravel, rock or any other material in or on the ground is cut into, dug, uncovered, drilled, bored, removed or otherwise displaced by means of any tools, equipment or explosives.
FACILITIES
Any conduit, duct, line, pipe, wire, hose, cable, culvert, tube, pole, receiver, transmitter, satellite dish, micro call, picocell, repeater, amplifier or other device, material, apparatus or medium usable (whether actually used for such purpose or not) for the transmission or distribution of any service or commodity installed below or above ground within the public rights-of-way of the City, whether used privately or made available to the public.
PERMIT
A permit granted by the Director of Public Works to excavate within the public rights-of-way.
PERSON
An individual, partnership, association, joint stock company, trust, organization, limited liability company, corporation or other entity or any lawful successor thereto or transferee thereof, but such term does not include the City.
[1]
Editor's Note: This ordinance repealed and replaced former Article V "Regulation Of Rights-Of-Way" §§ 515.350515.420. Former §§ 515.350 — 515.420 derived from Ord. No. 355-01 § 1, 3-13-2001; Ord. No. 359-01 §§ 2 — 6, 4-10-2001.
[R.O. 2016 § 515.360; Ord. No. 820-08 § 1, 3-1-2009]
No person or department of the City shall excavate within, through or under the improved portion of any public street, alley, curb or sidewalk within the City for any purpose whatsoever without first obtaining a permit for same from the Director of Public Works. A permit shall be obtained prior to the start of work.
[R.O. 2016 § 515.370; Ord. No. 820-08 § 1, 3-1-2009]
All applications for a permit shall be on the forms provided for the purpose. Applications shall clearly state the street address most adjacent to the proposed work; the purpose of the proposed work; the type of machinery to be used for excavation; the name, address and telephone number of the applicant; the name, address and telephone number of the person, firm or company performing the work; the width, length and depth of all proposed excavation; the proposed start date of the work; and a sketch showing the location of the proposed work. Applications shall be signed by the applicant and shall not be assignable or transferable. The applicant, as stated on the application, shall be responsible for compliance with the regulations set forth in this Article and shall be solely responsible for all fees, bonds and penalties.
[R.O. 2016 § 515.380; Ord. No. 820-08 § 1, 3-1-2009]
The sum of twenty dollars ($20.00) shall be charged for each permit issued under the provisions of this Section. Permit fees shall be non-refundable. Public utilities operating under a franchise agreement and departments of the City of Park Hills shall not be charged a permit fee when conducting work with their own employees and equipment. Contractors or subcontractors of the City of Park Hills or any public utility shall not be exempt from the permit fees set out herein.
[R.O. 2016 § 515.390; Ord. No. 820-08 § 1, 3-1-2009]
A. 
A bond shall be required for all work under permit to assure the proper repair of the street, alley, curb, sidewalk or public place. Bonds shall be in the form of cash, check or bank draft made payable to the City of Park Hills. Bond amounts shall be determined based upon the area to be disturbed and shall be calculated to the nearest square foot based upon the type of surface being disturbed by the proposed work. The following values shall be used for calculation of bond amounts:
Type of Surface
Bond Amount
Gravel
$4.50 per square foot
Asphalt
$6.00 per square foot
Concrete
$7.50 per square foot
Curb/sidewalk
$15.00 per square foot
B. 
Public utilities operating under a franchise agreement and departments of the City of Park Hills shall not be required to post a bond when conducting work with their own employees and equipment. Contractors or subcontractors of the City of Park Hills or any public utility shall not be exempt from the requirements to post a bond as set out herein.
C. 
The full value of the bond shall be refunded to the applicant following inspection and acceptance of the work by the Director of Public Works. Failure to make acceptable repairs to the disturbed surface will result in forfeiture of the bond amount.
[R.O. 2016 § 515.400; Ord. No. 820-08 § 1, 3-1-2009]
All work under a permit shall be fully completed and the right-of-way surface shall be fully restored within thirty (30) days from the start of work. One (1) extension, not exceeding fifteen (15) additional days, may be granted by the Director of Public Works for good cause shown. Excavations not repaired within forty-five (45) days from the start of work shall be repaired by the City and the cost of said repair shall be the full responsibility of the applicant. The cost of repair shall be calculated based on the actual cost of materials and labor used and the allowable Federal reimbursable rates for machinery and equipment on an hourly basis plus a fee of one hundred dollars ($100.00) less any posted bond amount on file. Failure to fully pay the City for repairs shall result in the denial of future permits and other action to collect as allowed by law.
[R.O. 2016 § 515.410; Ord. No. 820-08 § 1, 3-1-2009]
All work shall be performed continuously and without undue delay and in a manner consistent with good workmanship and the requirements of this Article. The applicant shall bear full responsibility for repair of all surfaces disturbed under a permit for a period of one (1) year from the date of completion and shall warrant all work for a period of one (1) year.
[R.O. 2016 § 515.420; Ord. No. 820-08 § 1, 3-1-2009]
Nothing in this Article shall be construed to prevent franchised or public utilities from making such excavations as may be necessary for the preservation of life or property or for the location of trouble in conduit or pipe or for making repairs of damaged utility facilities, provided that the person making such excavations shall apply to the Director of Public Works for such permit on the first working day after such work is commenced.
[R.O. 2016 § 515.430; Ord. No. 820-08 § 2, 3-1-2009]
A. 
The Director of Public Works may deny an application, if denial is deemed to be in the public interest, for the following reasons:
1. 
Delinquent fees, costs or expenses owed by the applicant/contractor from previous permits;
2. 
Failure to provide information requested by the application;
3. 
Failure to properly repair a previous excavation under permit, provided that the Director may require the repair of a previous excavation prior to the issuance of a permit for a new excavation;
4. 
Other reasons deemed valid by the Director of Public Works with the approval of the City Administrator.
B. 
The Director of Public Works may require that the application be modified in scope, method, timing, equipment to be used or method of repair for the following reasons:
1. 
Public safety;
2. 
Traffic safety, flow or congestion;
3. 
Proposed public improvements to the area where the excavation is proposed;
4. 
Where proposed work will seriously impact the usable life of the roadway surface;
5. 
Other reasons deemed valid by the Director of Public Works with the approval of the City Administrator.
[R.O. 2016 § 515.440; Ord. No. 820-08 § 2, 3-1-2009]
Failure to obtain a permit prior to the start of work shall be subject to a fee of one hundred dollars ($100.00) in addition to the normal permit fee.
[R.O. 2016 § 515.450; Ord. No. 820-08 § 2, 3-1-2009]
All paved surfaces shall be sawed full depth prior to removal of the surfacing material. Saw cuts shall be in straight lines. Hydraulic or impact breakers shall not be used to cut pavement surfaces without first sawing the area to be removed. Curbing and sidewalks removed during excavation shall be removed to the nearest control joint with said joint being sawed full depth to prevent damage to adjoining sections. Curbing and sidewalks shall not be undermined by excavations and left in place.
[R.O. 2016 § 515.460; Ord. No. 820-08 § 2, 3-1-2009]
All excavations shall be backfilled with compacted clean granular material, in lifts not exceeding six (6) inches in depth. All backfill shall be tamped in place and well compacted. Broken rock removed from excavations shall not be placed back in the trench as backfill.
[R.O. 2016 § 515.470; Ord. No. 820-08 § 2, 3-1-2009]
All pavement edges shall be neatly trimmed to a vertical face and aligned with the center of the excavation. Unstable pavement surfaces shall be removed over cave-outs and over breaks and the sub-grade shall be treated as the main excavation trench. Cut-outs outside of the normal line of the trench shall be parallel to the trench.
[R.O. 2016 § 515.480; Ord. No. 820-08 § 2, 3-1-2009]
A. 
Gravel Surfaces. All excavations in gravel surfaces (such as alleys or roadway shoulders) shall be repaired by means of full depth compacted granular fill. The surface of the area disturbed shall match the grade of the areas immediately adjacent.
B. 
Asphalt Surfaces. All excavations in asphalt surfaces shall be repaired by means of compacted granular fill being placed to within eight (8) inches of the top of the excavation. Six (6) inches of the remaining depth shall be filled with a portland cement mix concrete consisting of a five-bag mix. High-early type concrete may be used in areas where high traffic volume warrants, with the approval of the Director of Public Works. Portland cement mix concrete shall be allowed to cure a minimum of twenty-four (24) hours. The remaining two (2) inches of the excavation shall be filled with commercial hot-mix asphalt and rolled. No excavation shall be narrower than two (2) feet in width.
C. 
Concrete Surfaces. All excavations in concrete surfaces shall be repaired by means of compacted granular fill being placed to within seven (7) inches of the top of the excavation. The remaining seven (7) inches shall be filled with a portland cement mix concrete consisting of a five-bag mix. High-early type concrete shall be used in areas where high traffic volume warrants, at the direction of the Director of Public Works. Portland cement mix concrete shall be allowed to cure a minimum of twenty-four (24) hours prior to being placed under traffic loads. Concrete street or roadway pavement will be repaired by full-depth sawing the pavement in a straight line a minimum of twelve (12) inches on each side of the excavation. No excavation shall be narrower than four (4) feet in width [inclusive of the required twelve (12) inch over-sawing required]. If the cut is within four (4) feet of a longitudinal or transverse joint or crack, the cut will be extended to that joint or crack. The existing pavement edges shall be drilled and #4 rebar dowels shall be inserted every twelve (12) inches around the perimeter of the cut.
D. 
Curbing. Curbing removed or damaged during excavation shall be replaced to the nearest control joint. Curbing shall be constructed of portland cement mix concrete of a six-bag mix and shall match the existing curbing in depth, height and profile.
E. 
Sidewalks. Sidewalks removed or damaged during excavation shall be replaced to the nearest control joint. Sidewalks shall be constructed of portland cement mix concrete of a five-bag mix and shall match the existing sidewalk in thickness, width and grade. In no case shall sidewalks be less than four (4) inches in thickness.
[R.O. 2016 § 515.490; Ord. No. 820-08 § 2, 3-1-2009]
The repair of all surfaces is subject to an inspection during backfilling and during the placement of concrete. The Director of Public Works shall be notified a minimum of four (4) hours prior to the backfilling of any excavation or the placement of any concrete in order that an inspection of the work can be made. Required notice must be made during normal working hours of the Department of Public Works and may be made via telephone or in person. Failure to obtain an inspection shall result in the forfeiture of the bond amount and rejection of the work.
[R.O. 2016 § 515.500; Ord. No. 820-08 § 2, 3-1-2009]
Any and all excavations made shall be barricaded in such a manner as to adequately protect traffic, both vehicular and pedestrian. All excavations, barricades, excavated materials, tools, supplies or equipment at the excavation site shall be lighted with proper and suitable danger signals in such a manner that all traffic may be amply and duly warned of the existence of the excavations, barricades, materials, tools, supplies or equipment and in conformity with the Manual on Uniform Traffic Control Devices. The Director of Public Works may require additional traffic control measures to protect the traveling public, should it be deemed necessary.
[R.O. 2016 § 515.510; Ord. No. 820-08 § 2, 3-1-2009]
Whenever, by reason of any change in the grade of a street or any widening of a street or any change in the location or manner of constructing a street, curb, sidewalk, retaining wall, water main, drainage channel, drainage pipe, sewer main or other City-owned underground or above ground structure, it is deemed necessary by the City to move, alter, change or adapt any underground or above ground facility, the owner of each such facility and each user of each such facility shall have a joint and several obligation to make the moves, alterations, changes and adaptations on the right-of-way or on an alternative right-of-way provided by the City, at the City's option, as soon as practicable after being so ordered in writing by the City Administrator without claim for reimbursement or damages against the City. Prior to the issuance of any order under this Section, the City Administrator shall afford opportunity to be heard as is required by law.
[R.O. 2016 § 515.520; Ord. No. 820-08 § 2, 3-1-2009]
Any person violating the provisions of this Article is guilty of an ordinance violation and upon conviction thereof shall be fined not less than one hundred dollars ($100.00) nor more than five hundred dollars ($500.00).