I.

General.

(1)

All debris, trash, and excess fill shall be properly disposed of in a legal manner.

(2)

All existing structures and surrounding areas shall be protected from damage during construction and if damaged shall be replaced "in kind" with a quality equal to or greater than existed before with no recourse to the facility owner or the town.

(3)

Prior to the commencement of construction all affected utility companies shall be notified.

(4)

Prior to commencement of construction all applicable permits shall have been obtained and shall be on-site during construction.

(5)

All underground construction shall be complete prior to paving construction.

(6)

The finish floor elevation of buildings shall be the greater of:

(a)

Eighteen (18) inches above the crown of the road or

(b)

Above the one-hundred-year storm floodplain based upon drainage calculations and accepted standard engineering practice. (Also see Sections III and IV.)

(c)

FIMA elevation or SFWMD permit established elevation.

(7)

Prior to final inspection of the site for the certificate of occupancy the following material shall be submitted to the Town Hall:

(a)

An engineer's or architect's signed and sealed certificate of completion.

(b)

A copy of all tests required by the approved plans.

(c)

A set of "record drawings".

(d)

A copy of all applicable permits.

(8)

All traffic signs and pavement markings shall conform to the current "Manual of Uniform Traffic Control Devices" and FDOT specifications. All other signage shall comply with the Town of Mangonia Park's sign codes.

II.

Pavement within public rights-of-way.

(1)

Asphalt surface courses shall be a minimum of one and one-fourth (1¼) inch thick and have a minimum stability of one thousand four hundred (1,400) pounds. Asphalt and construction methods shall meet current FDOT criteria. All public facilities (i.e. town roadways, turnouts within right-of-way, etc.) shall be a Type S-1 ASCS or an asphalt with higher standard characteristics.

(2)

Base material shall at minimum be eight (8) inches shellrock or limerock and extend six (6) inches beyond the edge of pavement. Crushed concrete "washout" may be used in the same thickness provided that in-situ tests are submitted demonstrating that the material's sieve analysis and carbonate content are equivalent to limerock. Compaction specifications and construction methods shall be in accordance with current AASHTO/FDOT criteria.

(3)

Subgrades shall be a minimum of twelve (12) inches thick and extend twelve (12) inches beyond the edge of the pavement. In areas of light traffic compaction shall be specified in accordance with current AASHTO/FDOT criteria. In areas of commercial, industrial or municipal traffic the subgrade shall also be stabilized to a minimum Florida Bearing Value of fifty (50) p.s.i.

(4)

All concrete shall have a minimum twenty-eight-day strength of three thousand (3,000) p.s.i.

(5)

Concrete pavement shall at minimum be six (6) inches thick and have a twelve-inch compacted subgrade. Sidewalks shall have a minimum thickness of four (4) inches and have a six-inch compacted subgrade. Compaction and construction methods shall be in accordance with current AASHTO/FDOT criteria and concrete design shall be in accordance with current ACI criteria.

(6)

Concrete header curbs, a minimum of twelve (12) inches in width and depth with one No. 4 reinforcing bar, shall be constructed on all driveway turnout radii for the full length of the radii on all municipal, commercial, and industrial projects. This requirement may be waived at the discretion of Council when sufficient documentation for waiver, by a Florida registered engineer, has been submitted to the town.

III.

Drainage.

(1)

The site drainage system shall at minimum be designed to retain the rainfall from a five-year-one-hour storm event per current hydrological data and generally accepted engineering practices. Complete drainage calculations shall be submitted at the time of final site plan approval, including calculations for finish floor elevations.

(2)

The applicant shall obtain any and all other applicable drainage permits as required by federal, state, and county regulations.

(3)

If the proposed project has an outfall or connection to a non-municipal receiving water, legal proof of easements, permits etc. shall be obtained and submitted at the time of final site plan review.

(4)

Drainage pipes shall be a minimum of fifteen (15) inches in diameter and shall conform to current FDOT specifications. Pipe drainage calculations shall be included in drainage calculations mentioned in section III, subparagraph (1).

(5)

Drainage catch basins shall conform to current FDOT specifications.

(6)

Drainage system construction shall conform to current FDOT specifications.

(7)

All hydraulic conduits shall be located at minimum ten (10) feet from buildings and structures and shall not be constructed within the pavement subgrade.

(8)

Percolation trenches shall be four (4) feet in depth and four (4) feet in width, at minimum, and each end of the trench shall have a catch basin for stormwater collection and pipe maintenance. All percolation trenches shall be wrapped in filter cloth designed for this use. If a percolation system is proposed a percolation rate, soil analysis, and location of water table depth, performed by a certified testing lab, shall be submitted along with drainage calculations, at the time of final site plan review.

(9)

All endwall and rip-rap construction and materials shall meet current FDOT specifications.

(10)

Inverted siphons are not allowed.

IV.

Grading.

(1)

Site grading shall, at a minimum, retain the design storm with no discharge to adjacent properties unless legally permitted to do so. Grading shall be done so as not to adversely impact adjacent properties.

(2)

Longitudinal paving slopes shall be no less than three thousandths (0.003) foot per foot and cross slopes for crowned roads shall be no less than one-fourth (¼) inch per foot.

(3)

If applicable, road swales across entrances shall be designed to ensure continuous flows and not block upstream drainage. If a catch basin is within three hundred fifty (350) feet of the project boundary, catch basin elevations and existing and final swale grades shall be shown in the final site plan.

V.

Reasonable variations.

(1)

The town engineer shall have the authority to accept reasonable variations of the foregoing which are submitted by a Florida registered engineer and certified by same.

(Ord. No. 1-89-485, § 1, 2-7-89)

Editor's note— Ord. No. 1-89-485, § 1, adopted Feb. 7, 1989, amended the Code by adding provisions to be included as a new section in App. A but did not specify the manner of inclusion. Hence, inclusion of said Ord. No. 1-89-485, as App. A, § 13A was at the discretion of the editor.