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Grinnell, IA Code of Ordinances
CODE OF ORDINANCES OF THE CITY OF GRINNELL, IOWA
SUPPLEMENT RECORD
CODE OF ORDINANCES
CHAPTER 1 CODE OF ORDINANCES
CHAPTER 2 CHARTER
CHAPTER 3 MUNICIPAL INFRACTIONS
CHAPTER 5 OPERATING PROCEDURES
CHAPTER 6 CITY ELECTIONS
CHAPTER 7 FISCAL MANAGEMENT
CHAPTER 8 INDUSTRIAL PROPERTY TAX EXEMPTIONS
CHAPTER 9 URBAN RENEWAL
CHAPTER 10 URBAN REVITALIZATION
CHAPTER 11 REINVESTMENT DISTRICT
CHAPTER 15 MAYOR
CHAPTER 16 MAYOR PRO TEM
CHAPTER 17 COUNCIL
CHAPTER 18 CITY CLERK
CHAPTER 19 CITY TREASURER
CHAPTER 20 CITY ATTORNEY
CHAPTER 21 CITY MANAGER
CHAPTER 22 LIBRARY BOARD OF TRUSTEES
CHAPTER 23 PLANNING AND ZONING COMMISSION
CHAPTER 24 PARK BOARD
CHAPTER 25 PARKS AND RECREATION BOARD
CHAPTER 26 HISTORIC PRESERVATION COMMISSION
CHAPTER 27 CIVIL SERVICE COMMISSION
CHAPTER 28 AIRPORT ZONING COMMISSION
CHAPTER 29 HUMAN RIGHTS COMMISSION
CHAPTER 30 VETERANS MEMORIAL COMMISSION
CHAPTER 31 GRINNELL HOUSING COMMISSION
CHAPTER 32 RENAISSANCE BOARD
CHAPTER 35 POLICE DEPARTMENT
CHAPTER 36 RESERVE PEACE OFFICERS
CHAPTER 37 FIRE DEPARTMENT
CHAPTER 38 HAZARDOUS SUBSTANCE SPILLS
CHAPTER 40 PUBLIC PEACE
CHAPTER 41 PUBLIC HEALTH AND SAFETY
CHAPTER 42 PUBLIC AND PRIVATE PROPERTY
CHAPTER 43 DRUG PARAPHERNALIA
CHAPTER 45 ALCOHOL CONSUMPTION AND INTOXICATION
CHAPTER 46 MINORS
CHAPTER 47 PARK REGULATIONS
CHAPTER 50 NUISANCE ABATEMENT PROCEDURE
CHAPTER 51 JUNK AND JUNK VEHICLES
CHAPTER 52 GRASS AND WEEDS
CHAPTER 53 NOISE CONTROL
CHAPTER 55 ANIMAL PROTECTION AND CONTROL
CHAPTER 56 CAT AND DOG LICENSES REQUIRED
CHAPTER 57 VICIOUS DOGS AND WILD ANIMALS
CHAPTER 58 URBAN CHICKENS
CHAPTER 60 ADMINISTRATION OF TRAFFIC CODE
CHAPTER 61 TRAFFIC CONTROL DEVICES
CHAPTER 62 GENERAL TRAFFIC REGULATIONS
CHAPTER 63 SPEED REGULATIONS
CHAPTER 64 TURNING REGULATIONS
CHAPTER 65 STOP OR YIELD REQUIRED
CHAPTER 66 LOAD AND WEIGHT RESTRICTIONS
CHAPTER 67 ROLLER SKATES, IN-LINE SKATES, SKATEBOARDS AND SCOOTERS
CHAPTER 68 ONE-WAY TRAFFIC
CHAPTER 69 PARKING REGULATIONS
CHAPTER 70 TRAFFIC CODE ENFORCEMENT PROCEDURES
CHAPTER 71 MOTOR VEHICLE NOISE
CHAPTER 72 AUTOMATED TRAFFIC ENFORCEMENT
CHAPTER 75 ALL-TERRAIN VEHICLES, UTILITY VEHICLES, AND SNOWMOBILES
CHAPTER 76 BICYCLE REGULATIONS
CHAPTER 80 ABANDONED VEHICLES
CHAPTER 81 RAILROAD REGULATIONS
CHAPTER 90 WATER SERVICE SYSTEM
CHAPTER 91 WATER METERS
CHAPTER 92 WATER RATES
CHAPTER 93 WATER WELL PROTECTION
CHAPTER 94 WATER BENEFITED DISTRICT CONNECTION CHARGES
CHAPTER 94A CROSS CONNECTION CONTROL
CHAPTER 95 SANITARY SEWER SYSTEM
CHAPTER 96 BUILDING SEWERS AND CONNECTIONS
CHAPTER 97 USE OF PUBLIC SEWERS
CHAPTER 98 ON-SITE WASTEWATER SYSTEMS
CHAPTER 99 SEWER USER CHARGE
CHAPTER 100 LIQUID WASTE HAULERS
CHAPTER 101 SEWER BENEFITED DISTRICT CONNECTION CHARGES
CHAPTER 102 STORM WATER UTILITY
CHAPTER 103 SUMP PUMP DISCONNECTION PROGRAM
CHAPTER 105 SOLID WASTE CONTROL
CHAPTER 106 COLLECTION OF SOLID WASTE
CHAPTER 110 NATURAL GAS FRANCHISE
CHAPTER 111 ELECTRIC FRANCHISE
CHAPTER 112 CABLE TELEVISION FRANCHISE
CHAPTER 113 CABLE TELEVISION REGULATIONS
CHAPTER 114 CABLE TELEVISION RATE REGULATIONS
CHAPTER 115 CEMETERY
CHAPTER 116 ELECTRIC TRANSMISSION FRANCHISE
CHAPTER 120 LIQUOR LICENSES AND WINE AND BEER PERMITS
CHAPTER 121 CIGARETTE AND TOBACCO PERMITS
CHAPTER 122 PEDDLERS, SOLICITORS AND TRANSIENT MERCHANTS
CHAPTER 123 HOUSE MOVERS
CHAPTER 124 HOTEL/MOTEL TAX
CHAPTER 125 ADULT ENTERTAINMENT
CHAPTER 126 MOBILE FOOD UNITS AND FOOD TRUCKS
CHAPTER 135 STREET USE AND MAINTENANCE
CHAPTER 136 SIDEWALK REGULATIONS
CHAPTER 137 VACATION AND DISPOSAL OF STREETS
CHAPTER 138 STREET GRADES
CHAPTER 139 NAMING OF STREETS
CHAPTER 140 DRIVEWAYS AND CULVERTS
CHAPTER 141 CONTROLLED ACCESS FACILITIES
CHAPTER 145 MANUFACTURED AND MOBILE HOMES
CHAPTER 150 BUILDING NUMBERING
CHAPTER 151 TREES
CHAPTER 152 LANDSCAPE REGULATIONS
CHAPTER 153 ARCHITECTURAL STANDARDS - IOWA HIGHWAY 146 AND U.S. HIGHWAY 6 CORRIDORS
CHAPTER 154 RENTAL INSPECTIONS
CHAPTER 155 STATE BUILDING CODE
CHAPTER 156 FIRE CODE
CHAPTER 157 SIGNS
CHAPTER 158 COMMUNICATIONS SYSTEMS
CHAPTER 159 OUTDOOR LIGHTING CODE
CHAPTER 160 PROPERTY MAINTENANCE CODE
CHAPTER 161 WIND ENERGY SYSTEMS
CHAPTER 165 ZONING REGULATIONS
CHAPTER 170 SUBDIVISION REGULATIONS
CHAPTER 175 AIRPORT ZONING REGULATIONS
CHAPTER 180 FLOODPLAIN MANAGEMENT
APPENDIX
CHAPTER 175
AIRPORT ZONING REGULATIONS
 
175.01 Definitions
175.08 Airport Zoning Administrator
175.02 Airport Zones
175.09 Board of Adjustment
175.03 Airport Zone Height Limitations
175.10 Appeals
175.04 Use Restrictions
175.11 Judicial Review
175.05 Nonconforming Uses
175.12 Violations
175.06 Permits
175.13 Conflicting Regulations
175.07 Enforcement
 
175.01 DEFINITIONS.
As used in this chapter, unless the context otherwise requires:
   1.   “Airport” means the Grinnell Regional Airport.
   2.   “Airport elevation” means the highest point of an airport’s usable landing area measured in feet from sea level.
   3.   “Approach surface” means a surface longitudinally centered on the extended runway centerline, extending outward and upward from the end of the primary surface and at the same slope as the approach zone height limitation slope set forth in Section 175.03 of this chapter. In plan the perimeter of the approach surface coincides with the perimeter of the approach zone.
   4.   “Approach, transitional, horizontal, and conical zones” are set forth in Section 175.02 of this chapter.
   5.   “Board of Adjustment” means a board consisting of five (5) members appointed by the Council as provided in Chapter 329 of the Code of Iowa.
   6.   “Conical surface” means a surface extending outward and upward from the periphery of the horizontal surface at a slope of twenty to one (20:1) for a horizontal distance of 4,000 feet.
   7.   “Hazard to air navigation” means an obstruction determined to have a substantial adverse effect on the safe and efficient utilization of the navigable airspace.
   8.   “Height” – for the purpose of determining the height limits in all zones set forth in this chapter and shown on the zoning map, the datum shall be mean sea level elevation unless otherwise specified.
   9.   “Horizontal surface” means a horizontal plane 150 feet above the established airport elevation, the perimeter of which in plan coincides with the perimeter of the horizontal zone.
   10.   “Nonconforming use” means any pre-existing structure, object of natural growth, or use of land which is inconsistent with the provision of this chapter or an amendment thereto.
   11.   “Nonprecision instrument runway” means 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 nonprecision instrument approach procedure has been approved or planned.
   12.   “Obstruction” means any structure, growth, or other object, including a mobile object, which exceeds a limiting height set forth in Section 175.03 of this chapter.
   13.   “Person” means an individual, firm, partnership, corporation, company, association, joint stock association, or governmental entity; includes a trustee, a receiver, an assignee, or a similar representative of any of them.
   14.   “Primary surface” means a surface longitudinally centered on a runway. When the runway has a specially prepared hard surface, the primary surface extends 200 feet beyond each end of that runway; for military runways or when the runway has no specially prepared hard surface, or planned hard surface, the primary surface ends at each end of that runway. The width of the primary surface is set forth in Section 175.02 of this chapter. The elevation of any point on the primary surface is the same as the elevation of the nearest point on the runway centerline.
   15.   “Runway” means a defined area on an airport prepared for landing and takeoff of aircraft along its length.
   16.   “Structure” means 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.
   17.   “Transitional surfaces” – these surfaces extend outward at 90-degree angles to the runway centerline and the runway centerline extended at a slope of seven (7) feet horizontally for each foot vertically from the sides of the primary and approach surfaces to where they intersect the horizontal and conical surfaces. Transitional surfaces for those portions of the precision approach surfaces, which project through and beyond the limits of the conical surface, extend a distance of 5,000 feet measured horizontally from the edge of the approach surface at 90-degree angles to the extended runway centerline.
   18.   “Tree” means any object of natural growth.
   19.   “Utility runway” means a runway that is constructed for and intended to be used by propeller driven aircraft of 12,500 pounds maximum gross weight and less.
   20.   “Visual runway” means a runway intended solely for the operation of aircraft using visual approach procedures.
   21.   “Larger than utility runway” means a runway that is constructed for and intended to be used by propeller driven aircraft of greater than 12,500 pounds maximum gross weight and jet powered aircraft.
175.02 AIRPORT ZONES.
In order to carry out the provisions of this chapter, there are hereby created and established certain zones which include all of that land lying beneath the approach surfaces, transitional surfaces, horizontal surfaces, and conical surfaces as they apply to the Grinnell Regional Airport. Such zones are shown on the Grinnell Regional Airport zoning map which is attached to the ordinance codified in this chapter and made a part hereof by reference. Said map is on file in the offices of the City. An area located in more than one of the following zones is considered to be only in the zone with the more restrictive height limitation. The various zones are hereby established and defined as follows:
   1.   Utility Runway Nonprecision Instrument Approach Zone (20:1 zone). The inner edge of this approach zone coincides with the width of the primary surface and is 500 feet wide. The approach zone expands outward uniformly to a width of 2,000 feet at a horizontal distance 5,000 feet from the primary surface. Its centerline is the continuation of the centerline of the runway.
   2.   Runway Larger than Utility with a Visibility Minimum Greater than ¾-Mile Nonprecision Instrument Approach Zone (34:1 zone). The inner edge of this approach zone coincides with the width of the primary surface and is 500 feet wide. The approach zone expands outward uniformly to a width 3,500 feet at a horizontal distance of 10,000 feet from the primary surface. Its centerline is the continuation of the centerline of the runway.
   3.   Horizontal Zone. The horizontal zone is established by swinging arcs of 5,000 feet radii for all runways designated utility or visual and 10,000 feet for all others from the center of each end of the primary surface of each runway and connecting the adjacent arcs by drawing lines tangent to those arcs. The horizontal zone does not include the approach and transitional zones.
   4.   Conical Zone. The conical zone is established as the area that commences at the periphery of the horizontal zone and extends outward therefrom a horizontal distance of 4,000 feet.
   5.   Transitional Zone. The transitional zone is established as the areas under the transitional surfaces.
   6.   Runway Protection Zone (RPZ). The runway protection zone is established as an area off the end of the runway intended to enhance the protection of people and property on the ground.
175.03 AIRPORT ZONE HEIGHT LIMITATIONS.
Except as otherwise provided in this chapter, no structure shall be erected, altered, or maintained, and no tree shall be allowed to grow in any zone created by this chapter to a height in excess of the applicable height limit herein established for such zone. Such applicable height limitations are hereby established for each of the zones in question as follows:
   1.   Utility Runway Nonprecision Instrument Approach Zone (20:1 zone). Slopes 20 feet outward for each foot upward beginning at the end of and at the same elevation as the primary surface and extending to a horizontal distance of 5,000 feet along the extended runway centerline. This approach zone shall apply to runway ends three (3) and twenty-one (21).
   2.   Runway Larger than Utility with a Visibility Minimum Greater than ¾-Mile Nonprecision Instrument Approach Zone (34:1 zone). Slopes 34 feet outward for each foot upward beginning at the end of and at the same elevation as the primary surface and extending to a horizontal distance of 10,000 feet along the extended runway centerline. This approach zone shall apply to runway ends thirteen (13) and thirty-one (31).
   3.   Transitional Zone. Slopes seven feet outward for each foot upward beginning at the sides of and at the same elevation as the primary surface and the approach surface, and extending to a height of 150 feet above the airport elevation which is 1,009 feet above mean sea level. In addition to the foregoing, there are established height limits sloping seven feet outward for each foot upward beginning at the sides of and at the same elevation as the approach surface, and extending to where they intersect the conical surface.
   4.   Horizontal Zone. Established at 150 feet above the airport elevation or at a height of 1,159 feet above mean sea level.
   5.   Conical Zone. Slopes 20 feet outward for each foot upward beginning at the periphery of the horizontal zone and at 150 feet above the airport elevation and extending to a height of 350 feet above the airport elevation.
   6.   Certain Structures Prohibited. No structure shall be erected in the City, Poweshiek County or Jasper County that raises the published Minimum Descent Altitude of Decision Height for an instrument approach to any runway, nor shall any structure be erected that causes the minimum obstruction clearance altitude or minimum en route altitude to be increased on any federal airway in the City, Poweshiek County or Jasper County.
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