St. James/Gramercy
̈Parish's Website still under developmenẗ
Code Of Ordinances | Construction Documents | Fees | Flood Damage Prevention |
| Zoning | Code | Front | Sides | Rear | Width | Area ̥ |
| Single & Two family Dwellings | R-1 | 25 | 5 on both sides | 5 | 70 | 7000 Sq. Ft |
| Residential | R-2 | 20 | 5 | 5 | 70 | 7000 Sq.Ft |
Permit Requirmentsː
- 911 address & Deed
- Plot Plan by CT homes
- Preliminary Elevation Certificate
- Final Elevation Certificate (If in flood zone)
- Floodplain Development Permit If in flood zone.)
- Plumbing, Electrical, Mech permits
Notesː
Culvert informationː Min size 15", Min cover 2'6, Min grade 1/16"/foot
Gravity sewers:
(1)Concrete pipe conforming to one of the following specifications may be used for gravity sewers:
ASTM Specification C14, Specification for Concrete Sewer, Storm Drain and Culvert Pipe; ASTM Specification C76, Storm Drain and Sewer Pipe; ASTM Specification C506, Specification for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe; ASTM Specification C507, Specification for Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe; ASTM Specification C655, Specification for Reinforced Concrete D-Load Culvert, Storm Drain and Sewer Pipe.
In addition, pipe permitted for pressure sewers will be permitted for gravity sewers.
(2)Joints in concrete pipe used for gravity sewers must be packed and sealed with a cement mortar, a preformed mastic gasket, or a trowel applied mastic compound in a procedure acceptable to the city engineer. In addition, any joint sealing method acceptable for pressure sewers may be used for gravity sewer.
Pressure sewers:
(1)Concrete pipe conforming to ASTM Specification C361, Reinforced Concrete Low-Head Pressure Pipe, may be used for pressure sewers with maximum heads as indicated in the specification.
(2)Joints in concrete pipe used for pressure sewers will conform to ASTM Specification C443, Joints for Circular Concrete Sewer and Culvert Pipe, with Rubber Gaskets.
