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EL
PASO COUNTY
LAND DEVELOPMENT CODE
Chapter
IV - Section 30 B
OA-CGM Airport Zone - Commercial, General,
Military
A.
PURPOSE
This
zone is established to avoid threats to the health, safety, welfare
and property, both public and private, from noise, flight characteristics
and crash hazards associated with Commercial, General and Military
Aviation.
B.
DEFINITIONS
Except
where specifically defined herein, all words used in this resolution
shall carry their customary meanings, when not consistent with
the context. Words used in the present tense include the future;
and the plural includes the singular; the word "building"
includes the word "structure"; the word "shall"
is intended to be mandatory; and "occupied" or "used"
shall be considered as though followed by the words "or intended,
arranged or designed to be used or occupied".
l.
Airport: Means Peterson Field/City of Colorado
Springs Municipal Airport.
2.
Airport Critical Sub-zones: Means
a.
Areas two thousand (2,000) feet wide extending five
thousand (5,000) feet horizontally from a point two hundred
(200) feet from each end of visual runways longitudinally centered
on the extended runway centerline.
b.
Areas four thousand (4,000) feet wide extending ten thousand
(l0,000) feet horizontally from a point two hundred (200) feet
from each end of instrument runways longitudinally centered
on the extended runway centerline.
3.
Airport Elevation: Means the established elevation
of the airport above Mean Sea Level (MSL). The established elevation
of the Peterson Field/City of Colorado Springs Municipal Airport
shall be established by the airport master plan.
4.
Airport Hazard: Means any structure, tree or
use of land which obstructs the air space required for, or is
otherwise hazardous to, the flight of aircraft in landing or taking
off at the airport.
5.
Airport Height Sub-zones: Means imaginary surfaces
defined in Federal Aviation Regulations (FAR) 77 to control the
height of objects, both natural and man-made, which may affect
navigable airspace around an airport.
a.
Civil Runway Imaginary Surfaces: The following civil
airport imaginary surfaces are established with relation to
the airport and to each runway. The size of each such imaginary
surface is based on the category of each runway according to
the type of approach available or planned for that runway. The
slope and dimensions of the approach surface applied to each
end of a runway are determined by the most precise approach
existing or planned for that runway end.
(l)
Horizontal surface: a horizontal plane
one hundred fifty (l50) feet above the established airport
elevation, the perimeter of which is constructed by swinging
arcs of specified radii from the center of each end of the
primary surface of each runway of each airport and connecting
the adjacent arcs by lines tangent to those arcs. The radius
of each arc is:
(a)
five thousand (5,000) feet for all runways designated
as utility or visual;
(b)
ten thousand (l0,000) feet for all other runways.
The
radius of the arc specified for each end of a runway will
have the same arithmetical value. That value will be the highest
de-termined for either end of the runway. When a five thousand
(5,000) foot arc is encompassed by tangents connecting two
adjacent ten thousand (l0,000) foot arcs, the five thousand
(5,000) foot arc shall be disregarded on the construction
of the perimeter of the horizontal surface.
(2)
Conical surface: a surface extending outward and upward
from the periphery of the horizontal surface at a slope of
twenty (20) to one (l) for a horizontal distance of four thousand
(4,000) feet.
(3)
Primary surface: a surface longitudinally
centered on a runway. When the runway has a specially prepared
hard surface, the primary surface extends two hundred (200)
feet beyond each end of that runway; but when the runway has
no specially prepared hard surface, or planned hard surface,
the primary surface ends at each end of that runway. The ele-vation
of any point on the primary surface is the same as the elevation
of the nearest point on the runway centerline. The width of
a primary surface is:
(a)
two hundred fifty (250) feet for utility runways having
only visual approaches;
(b)
five hundred (500) feet for utility runways
having non-precision instrument approaches;
(c)
for other than utility runways the width is:
(
i) five hundred (500) feet for visual runways having only
visual approaches;
(ii) five hundred (500) feet for non-precision instrument
runways having visibility minimums greater than three-fourths
(3/4) statute mile;
(iii) one thousand (l,000) feet for a non-precision instrument
runway having a non-precision instrument approach with
visibility minimums as low as three-fourths (3/4) of a
statute mile, and for precision instrument runways.
The
width of the primary surface of a runway will be that width
prescribed in this section for the most precise approach
existing or planned for either end of that runway.
(4)
Approach surface: a surface longitudinally centered
on the extended runway centerline and extending outward and
upward from each end of the primary surface. An approach surface
is applied to each end of each runway based upon the type
of approach available or planned for that runway end.
(a)
The inner edge of the approach surface is the same width
as the primary surface and it expands uniformly to a width
of:
(i)
one thousand two hundred fifty (l,250) feet for that end
of a utility runway with only visual approaches;
(ii) one thousand five hundred (l,500) feet
for that end of a runway other than a utility runway with
only visual approaches;
(iii) two thousand (2,000) feet for that end
of a utility runway with a non-precision instrument approach;
(iv) three thousand five hundred (3,500) feet for that
end of a non-precision instrument runway other than utility,
having visibility minimums greater than three-fourths
(3/4) of a statute mile;
(v) four thousand (4,000) feet for that end
of a non-precision instrument runway, other than utility,
having a non- precision instrument approach with visibility
minimums as low as three-fourths (3/4) statute mile; and
(vi) sixteen thousand (l6,000) feet for precision
instrument runways.
(b)
The approach surface extends for a horizontal
distance of:
(i)
five thousand (5,000) feet at a slope of twenty (20) to
one (l) for all utility and visual runways;
(ii) ten thousand (l0,000) feet at a slope
of thirty-four (34) to one (l) for all non- precision
instrument runways other than utility; and
(iii) ten thousand (l0,000) feet at a slope of fifty (50)
to one (l) with an additional forty thousand (40,000)
feet at a slope of forty (40) to one (l) for all precision
instrument runways.
(c)
The outer width of an approach surface to an
end of a runway will be that width prescribed in this subsection
for the most precise approach existing or planned for that
runway end.
(5)
Transitional surface: these surfaces extend outward and
upward at right angles to the runway centerline and the runway
centerline extended at a slope of seven (7) to one (l) from
the sides of the primary surface and from the sides of the
approach surfaces. Transitional surfaces for those portions
of the precision approach surface which project through and
beyond the limits of the conical surface, extend a distance
of five thousand (5,000) feet measured horizontally from the
edge of the approach surface and at right angles to the runway
centerline.
b.
Military Airport Imaginary Surfaces:
(l)
Related to airport reference points: These surfaces apply
to all military airports. For the purposes of this section
a military airport is any airport operated by an armed force
of the United States.
(a)
Inner horizontal surface: a plane is
oval in shape at a height of one hundred fifty (l50) feet
above the established airfield elevation. The plane is constructed
by scribing an arc with a radius of seven thousand five
hundred (7,500) feet about the centerline at the end of
each runway and interconnecting these arcs with tangents.
(b)
Conical surface: a surface extending
from the periphery of the inner horizontal surface outward
and upward at a slope of twenty (20) to one (l) for a horizontal
distance of seven thousand (7,000) feet to a height of five
hundred (500) feet above the established airfield elevation.
(c)
Outer horizontal surface: a plane, located
five hundred (500) feet above the established airfield elevation,
extending outward from the outer periphery of the conical
surface for a horizontal distance of thirty thousand (30,000)
feet.
(2)
Related to runways: These surfaces apply to all
military airports.
(a)
Primary surface: a surface located on the ground
or water longitudinally centered on each runway with the
same length as the runway. The width of the primary surface
for runways is two thousand (2,000) feet. However, at established
bases where substantial construction has taken place in
accordance with a previous lateral clearance criteria, the
two thousand (2,000) foot width may be reduced to the former
criteria.
(b)
Clear zone surface: a surface located
on the ground or water at each end of the primary surface,
with a length of one thousand (l,000) feet and the same
width as the primary surface.
(c)
Approach clearance surface: an inclined plane, symmetrical
about the runway centerline extended, beginning two hundred
(200) feet beyond each end of the primary surface at the
centerline elevation of the runway end and extending for
fifty thousand (50,000) feet. The slope of the approach
clearance surface is fifty (50) to one (l) along the runway
centerline extended until it reaches an elevation of five
hundred (500) feet above the established airport elevation.
It then continues horizontally at this elevation to a point
fifty thousand (50,000) feet from the point of beginning.
The width of this surface at the runway end is the same
as the primary surface, if flared uniformly, and the width
at fifty thousand (50,000) is sixteen (l6,000) feet.
(d)
Transitional surfaces: these surfaces
connect the primary surfaces, the first 200 feet of the
clear zone surfaces, and the approach clearance surfaces
to the inner horizontal surface, conical surface, outer
horizontal surface or other transitional surfaces. The slope
of the transitional surface is seven (7) to one (l) outward
and upward at right angles to the runway centerline.
6.
Airport Compatible Use Sub-zones: Are areas,
including the Noise Sub-zone, Height sub-zone and Critical sub-zone,
delineated in the El Paso County Zoning Resolutions, which impose
a more strict limitation on use or height than that imposed by
the basic zone.
7.
Airport Noise Sub-zone: Means areas as identified
on the officially adopted master plan for the Colorado Springs
Municipal Airport as having a CNR (composite noise rating) in
excess of one hundred (l00); an Ldn (day-night average sound level)
in excess of sixty-five (65); an NEF (noise exposure forecast)
in excess of thirty (30); or a CNEL (community noise equivalent
level) in excess of sixty-five (65).
8.
Airport Zone (OA-CGM): Means a zone superimposed
on existing basic zones which provides restrictions to ensure
that areas established are compatible with preservation of airport
operations.
9.
Height: For the purpose of determining the height limits,
the datum shall be Mean Sea Level elevation unless otherwise specified.
l0.
Landing Area: Means the area of the airport used for landing,
taking off or taxiing of aircraft.
11.
Nonconforming Use: Means any structure, tree,
natural growth, or use of land existing on the effective date
of this regulation which is inconsistent with the provisions of
this ordinance or any amendment hereof.
l2.
Person: Means an individual, firm, partnership,
corporation, company, association, joint stock association, or
body politic, and includes a trustee, receiver, assignee, administrator,
executor, guardian, or other representative.
l3.
Runway: A defined area on an airport prepared for landing
and takeoff of aircraft along its length.
l4.
Runway, Larger than Utility: A runway that is constructed
for and intended to be used by propeller drive aircraft of greater
than twelve thousand five hundred (l2,500) pounds maximum gross
weight and jet powered aircraft.
l5.
Runway, Non-precision Instrument: A runway having an existing
instrument approach procedure utilizing air navigation facilities
with only horizontal guidance, or area type navigation equipment,
for which a straight-in non-precision instrument approach procedure
has been approved or planned.
l6.
Runway, Precision Instrument: A runway having
an existing instrument approach procedure utilizing an Instrument
Landing System (ILS) or a Precision Approach Radar (PAR). It also
means a runway for which a precision approach system is planned
and is so indicated on an approved airport layout plan or any
other planning document.
l7.
Runway, Utility: A runway that is constructed
for and intended to be used by propeller drive aircraft of twelve
thousand five hundred (l2,500) pounds maximum gross weight and
less.
l8.
Runway, Visual: A runway intended solely for the operation
of aircraft using visual approach procedures.
l9.
Structure: An object, including a mobile object,
constructed or installed by man, including but without limitation,
buildings, towers, cranes, smokestacks, earth formation, and overhead
transmission lines.
C.
PERMITTED USES
The
following table describes uses permitted by right (principal permitted
uses) and uses permitted only upon special use approval (special
uses) within the OA-CGM zone. Restrictions are cumulative, thus,
if a use is permitted in the Airport Height Sub-zone, but not
in the Airport Noise Sub-zone, and the subject property is in
the Airport Height Sub-zone and the Airport Noise Sub-zone, the
use is not permitted. To use the chart, locate the subject property
on the zoning map, ascertain the sub-zone or sub-zones in which
the property lies. Compare the use to the sub-zone ratings. If
an "N" appears in the chart for the site, the proposed
use is not allowed; if no "N" appears, but an "S"
appears, the use requires special use approval; if an "A"
appears, the use is permitted subject to the restrictions of the
basic zone and the special restrictions of the OA-CGM zone, if
a "N/A" appears, information is not applicable. In all
cases, only uses permitted in the underlying zone are permitted.
|
Use
|
Noise
Sub-Zone (1)
|
Circical
Sub-Zone
|
Height
Sub-Zone
|
| Mobile
Homes |
N
|
N
|
N/A
|
| Single-Family
Residences |
N
|
N
|
N/A
|
| Multiple-Family
Resideces; Residential Hotels; Convalescent Hospitals |
N
|
N
|
N/A
|
| Hotel
& Motels |
S
(2)
|
N
|
A
|
| Schools;
Churches; Hospitals |
N
|
N
|
N/A
|
| Playgrounds;
Parks; Arenas |
A
(3)
|
S
|
A
|
| Golf
Courses; Cemetery; Stables |
A
|
S
|
A
|
| Offices |
S
(4)
|
S
|
A
|
| Commercial
Retail & Wholesale |
A
|
S
|
A
|
| Warehouse;
Light Manufacturing; Laboratories |
A
|
S
|
A
|
| PHID;
PID; PBC; PBP; NBD; Uses Not Listed Above |
S
|
S
|
A
|
| Farming;
Ranching; Feed Lots; Related Agricultural Uses |
A
|
A
|
A
|
NOTES:
(l) Certain uses could be permitted with proper building
design and if outdoor uses are minimal (see page l4 of ACl50/5050-6).
(2) Individual noise event levels require that reasonable
interior noise levels are designed into the structures.
(3) Public assembly areas, noise-sensitive cultural
activities, and nature exhibits nature exhibits should not be
allowed.
(4) Many service type businesses should not be located
in an area with greater than 65 Ldn; therefore, a special review
should be required.
D.
DEVELOPMENT REQUIREMENTS
l.
No structure or tree shall be erected, altered, or
allowed to grow, or shall be maintained in any portion of the
Airport Height Hazard Sub-zone that is in excess of any of the
airport imaginary surfaces described in this regulation.
a.
For purposes of computation, the base level of the
site in question shall be the highest point on which a structure
is proposed according to USGS l:24,000 quad. In cases where
conflicts exist, the USGS datum shall apply, except in cases
in which the developer submits detailed engineering data which
would result in alteration of the USGS datum.
2.
Notwithstanding any other provisions of this regulation,
no use may be made of land within any zone established by this
regulation in such a manner as to create electrical interference
with radio communication or navigational aids between the airport
and aircraft, make it difficult for flyers to distinguish between
airport lights and others, result in glare in the eyes of flyers
using the airport, impair visibility in the vicinity of the airport
or otherwise endanger the landing, taking off, or maneuvering
of aircraft.
3.
Within the area designated as being included in this
OA-CGM District, only the following use zones may be established,
provided said zones are established in conformance with the basic
policies of the County's Comprehensive Plan:
a.
PID Planned Industrial District
b. A-4 Agricultural District
c. NBD Neighborhood Business District
d. PBP Planned Business Park District
e. PBC Planned Business Center District
f. PHID Planned Heavy Industrial District
g. Agricultural, A-35
4.
In cases in which the provisions of the OA-CGM zone
and the basic zone conflict, the more restrictive provisions shall
apply.
E.
NONCONFORMING USES
l.
Amortization Period
a.
Uses: Uses which are not in conformance
with the requirements of this zone shall be discontinued no
later than ten (l0) years from the adoption of this regulation.
b.
Structures: Structures not in
conformance with this zone shall be brought into conformance
within seven (7) years of the adoption of this regulation. Failing
this, they shall be removed.
2.
Marking and Lighting
Notwithstanding
the preceding provision of this regulation, the owner of any non-conforming
structure or tree shall permit the installation, operation, and
mainte-nance thereon of such markers and lights as shall be deemed
necessary by the Airport Advisory Board to indicate to the operators
of aircraft in the vicinity of the airport, the presence of such
airport hazards. Such markers and lights shall be installed, operated,
and maintained at the expense of the City of Colorado Springs.
3.
Existing Uses
No
permit shall be granted that would allow the establishment or
creation of an airport hazard or permit a nonconforming use, structure,
or tree to be made or become higher, or become a greater hazard
to air navigation than it was on the effective date of this regulation
or any amendments thereto or than it is when the application for
a permit is made.

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Customer Services/
Planning Division Manager
Mike Hrebenar
Engineering Division Manager
Paul Danley
Long
Range Planning Division Manager
Carl Schueler
Location:
2880 International Circle Colorado Springs, CO 80910
Telephone:
(719)520-6300
Fax:
(719)520-6695
Hours:
7:30AM - 4:30PM
Monday - Friday
(except holidays)
Copyright
2005
El Paso County, CO
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