The following information shall be submitted to the City of New Castle
for review and approval prior to issuance of a building permit on all subdivisions
that do not contain internal streets. Additional information may be required
by the City to ascertain the extent of impact to adjacent properties. Once
approved by the city, the approved lines and grades plan shall direct the
construction that takes place on the parcel.
A. The name, address and phone number of the owner and the
person responsible for the preparation of the plan.
B. The tax parcel number and address of the property shown
on the lines and grades plan.
C. A location map showing the approximate location of the
affected parcel in relationship to adjacent parcels and roadways.
D. Existing site grades with a minimum one-quarter-foot
contour interval for land with an average slope less than or equal to 1%;
existing site grades with a minimum one-half-foot contour interval for land
with an average slope greater than 1% and less than or equal to 2%; existing
site grades with a minimum one foot contour interval for land with an average
slope greater than 2%. The existing topography shall extend at least 50 feet
beyond the property lines in all directions. The site grades shall be established
by field survey or aerial topography and shall not be interpolated from USGS
maps or some other source.
E. All existing site topography, including drainage structures,
existing streets, existing driveways, on-site buildings, off-site buildings
within 200 feet of the property lines and general drainage patterns. Enough
information must be presented so that the impact of the proposed construction
on adjacent properties can be determined. Field survey or aerial topography
shall be utilized to establish the existing topography.
F. All proposed site topography, including new roads, all
site clearing and proposed structures.
G. Proposed site grades with a minimum one-quarter-foot
contour interval for land with an average slope less than or equal to 1%;
proposed site grades with a minimum one-half-foot contour interval for land
with an average slope greater than 1% and less than or equal to 2%; or proposed
site grades with a minimum one-foot contour interval for land with an average
slope greater than 2%. Proposed site grades must continue until they tie back
into existing grades.
H. Proposed structures' first floor elevations.
I. Proposed spot grades at all building corners, driveway
or parking lot corners and all low and high spots created because of the proposed
grading.
J. All proposed drainage structures, including pipes, inlets,
manholes, swales and ditches, along with runoff directional flow arrows.
K. Proposed building setback lines and other pertinent zoning
criteria.
L. If necessary to mitigate off-site runoff impacts, the
complete design calculations and construction plans, including necessary construction
details, shall be provided for any stormwater management facilities.
M. The plan must be signed and sealed by a Delaware registered
professional engineer or professional land surveyor.
The following information shall be submitted to the City of New Castle
for review and approval prior to beginning construction or the issuance of
a building permit on all subdivisions that contain internal streets. Additional
information may be required by the City to ascertain the extent of impact
to adjacent properties. Once approved by the city, the approved lines and
grades plan shall direct the construction that takes place on the parcel.
A. The names, addresses and phone numbers of the owner and
the person responsible for the preparation of the plan.
B. The tax parcel number and address of the property shown
on the lines and grades plan.
C. A location map showing the approximate location of the
affected parcel in relationship to adjacent parcels and roadways.
D. Existing site grades with a minimum one-quarter-foot
contour interval for land with an average slope less than or equal to 1%;
existing site grades with a minimum one-half-foot contour interval for land
with an average slope greater than 1% and less than or equal to 2%; or existing
site grades with a minimum one-foot-contour interval for land with an average
slope greater than 2%. The existing topography shall extend at least 50 feet
beyond the property lines in all directions. The site grades shall be established
by field survey or aerial topography and shall not be interpolated from USGS
maps or some other source.
E. All existing site topography, including drainage structures,
existing streets, existing driveways, on-site buildings, off-site buildings
within 200 feet of the property lines and general drainage patterns. Enough
information must be presented so that the impact of the proposed construction
on adjacent properties can be determined. Field survey or aerial topography
shall be utilized to establish the existing topography.
F. All proposed site topography including new roads, all
site clearing and proposed structures.
G. Proposed site grades with a minimum one-quarter-foot contour interval for land with an average slope less than or equal to 1%; proposed site grades with a minimum one-half-foot contour interval for land with an average slope greater than 1% and less than or equal to 2%; or proposed site grades with a minimum one-foot contour interval for land with an average slope greater than 2%. Proposed site grades must continue until they tie back into existing grades. The proposed site grades must be provided for the internal street construction as well as the grading for the individual lots, even if no construction is initially planned on the individual lots. Modifications to the approved lines and grades plan for the individual lots shall be handled in accordance with the standards set forth in §
215-2, except the proposed grading on the adjacent lots, if also covered by the approved lines and grades plan, will be reviewed and may need to be revised and approved again prior to allowing the modification.
H. Proposed structures' first floor elevations.
I. Proposed spot grades at all building corners, driveway
or parking lot corners and all low and high spots created because of the proposed
grading.
J. All proposed drainage structures, including pipes, inlets,
manholes, swales and ditches, along with runoff directional flow arrows.
K. Proposed building setback lines and other pertinent zoning
criteria.
L. All proposed utilities installed within the road rights-of-way.
M. If necessary to mitigate off-site runoff impacts, the
complete design calculations and construction plans, including necessary construction
details, shall be provided for any stormwater management facilities.
N. The plan must be signed and sealed by a Delaware registered
professional engineer or professional land surveyor.
The following information shall be submitted to the City of New Castle
for review and approval prior to beginning construction or the issuance of
a building permit, whether the permit is required for the construction of
a new structure, any addition resulting in a change in the footprint of an
existing structure or for any grading, paving or filling which alters the
existing topography of a parcel of land. Additional information may be required
by the City to ascertain the extent of impact to adjacent properties. Once
approved by the city, the approved lines and grades plan shall direct the
construction that takes place on the parcel.
A. The names, addresses and phone numbers of the owner and
the person responsible for the preparation of the plan.
B. The tax parcel number and address of the property shown
on the lines and grades plan.
C. A location map showing the approximate location of the
affected parcel in relationship to adjacent parcels and roadways.
D. Existing site grades with a minimum one-quarter-foot
contour interval for land with an average slope less than or equal to 1%;
existing site grades with a minimum one-half-foot contour interval for land
with an average slope greater than 1% and less than or equal to 2%; or existing
site grades with a minimum one-foot contour interval for land with an average
slope greater than 2%. The existing topography shall extend at least 50 feet
beyond the property lines in all directions. The site grades shall be established
by field survey or aerial topography and shall not be interpolated from USGS
maps or some other source.
E. All existing site topography, including drainage structures,
existing streets, existing driveways, on-site buildings, off-site buildings
within 200 feet of the property lines and general drainage patterns. Enough
information must be presented so that the impact of the proposed construction
on adjacent properties can be determined. Field survey or aerial topography
shall be utilized to establish the existing topography.
F. All proposed site topography, including new roads, all
site clearing and proposed structures.
G. Proposed site grades with a minimum one-quarter-foot contour interval for land with an average slope less than or equal to 1%; proposed site grades with a minimum one-half-foot contour interval for land with an average slope greater than 1% and less than or equal to 2%; or proposed site grades with a minimum one-foot-contour interval for land with an average slope greater than 2%. Proposed site grades must continue until they tie back into existing grades. The proposed site grades must be provided for the internal street construction as well as the grading for the individual lots, even if no construction is initially planned on the individual lots. Modifications to the approved lines and grades plan for the individual lots shall be handled in accordance with the standards set forth in §
215-2, except the proposed grading on the adjacent lots, if also covered by the approved lines and grades plan, will be reviewed and may need to be revised and approved again prior to allowing the modification.
H. Proposed structures' first floor elevations.
I. Proposed spot grades at all building corners, driveway
or parking lot corners and all low and high spots created because of the proposed
grading.
J. All proposed drainage structures, including pipes, inlets,
manholes, swales and ditches, along with runoff directional flow arrows.
K. Proposed building setback lines and other pertinent zoning
criteria.
L. All proposed utilities installed within the road rights-of-way.
M. If necessary to mitigate off-site runoff impacts, the
complete design calculations and construction plans, including necessary construction
details, shall be provided for any stormwater management facilities.
N. The plan must be signed and sealed by a Delaware registered
professional engineer or professional land surveyor.
The following information shall be submitted to the City of New Castle
for review and approval prior to beginning construction or the issuance of
a building permit for any utilities. Additional information may be required
by the City to ascertain the extent of impact to adjacent properties. Once
approved by the city, the approved lines and grades plan shall direct the
construction that takes place on the parcel.
A. The names, addresses and phone numbers of the owner and
the person responsible for the preparation of the plan.
B. The tax parcel number and address of the property(ies)
shown on the lines and grades plan.
C. A location map showing the approximate location of the
affected parcel(s) in relationship to adjacent parcels and roadways.
D. Existing site grades for all affected properties with
a minimum one-quarter-foot contour interval for land with an average slope
less than or equal to 1%; existing site grades with a minimum one-half-foot
contour interval for land with an average slope greater than 1% and less than
or equal to 2%; or existing site grades with a minimum one-foot contour interval
for land with an average slope greater than 2%. The existing topography shall
extend at least 50 feet beyond the property lines in all directions. The site
grades shall be established by field survey or aerial topography and shall
not be interpolated from USGS maps or some other source.
E. All existing site topography, including existing utilities,
drainage structures, existing streets, existing driveways, on-site buildings,
off-site buildings within 200 feet of the property lines and general drainage
patterns. Enough information must be presented so that the impact of the proposed
construction on adjacent properties can be determined. Field survey or aerial
topography shall be utilized to establish the existing topography.
F. All proposed site topography, including new roads, all
site clearing and proposed structures.
G. Proposed site grades with a minimum one-quarter-foot
contour interval for land with an average slope less than or equal to 1%;
proposed site grades with a minimum one-half-foot contour interval for land
with an average slope greater than 1% and less than or equal to 2%; or proposed
site grades with a minimum one-foot contour interval for land with an average
slope greater than 2%. Proposed site grades must continue until they tie back
into existing grades.
H. Proposed spot grades at all building corners, driveway
or parking lot corners and all low and high spots created because of the proposed
grading.
I. All proposed drainage structures, including pipes, inlets,
manholes, swales and ditches, along with runoff directional flow arrows.
J. All proposed utilities to be installed.
K. The plan must be signed and sealed by a Delaware registered
professional engineer or professional land surveyor.
[Added 6-21-2002 by Ord. No. 407;
amended 9-10-2002 by Ord. No. 417]
A. Notwithstanding the terms of this chapter requiring a
lines and grades plan for all new construction projects, the administrative
or Code Official is authorized to issue a building permit without requiring
a lines and grades plan upon the Code Official's determination that the
application for a permit is for alteration or repair or when, in the opinion
of the Code Official, waiver or modification of the requirement for a lines
and grades plan is otherwise warranted. All lines and grades plans shall be
dated.
B. A plot or mortgage survey plan bearing the seal of a
Delaware registered land surveyor or professional engineer may be accepted
at the discretion of the Code Official to accommodate new structures under
480 square feet, however, applications for in-ground pools must be accompanied
by a lines and grades plan regardless of pool size.