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The Dallas City Code
CITY OF DALLAS, TEXAS CODE OF ORDINANCES
CHARTER of THE CITY OF DALLAS, TEXAS
VOLUME I
VOLUME II
CHAPTER 29 RESERVED
CHAPTER 29A RESERVED
CHAPTER 30 NOISE
CHAPTER 31 OFFENSES - MISCELLANEOUS
CHAPTER 31A OFFICERS AND EMPLOYEES
CHAPTER 32 PARKS AND WATER RESERVOIRS
CHAPTER 33 ASSISTED LIVING FACILITIES
CHAPTER 34 PERSONNEL RULES
CHAPTER 35 RESERVED
CHAPTER 36 POLES AND WIRES
CHAPTER 37 POLICE
CHAPTER 37A POLICE AND FIRE WELFARE FUND
CHAPTER 38 PRIVATE DETECTIVES
CHAPTER 38A PROMOTERS
CHAPTER 39 RAILROADS
CHAPTER 39A RELOCATION ASSISTANCE - EMINENT DOMAIN
CHAPTER 39B REGULATED PROPERTY - PURCHASE AND SALE
CHAPTER 39C RECORDS MANAGEMENT PROGRAM
CHAPTER 40 RAT CONTROL
CHAPTER 40A RETIREMENT
CHAPTER 40B SECONDARY METALS RECYCLERS
CHAPTER 41 SMOKING
CHAPTER 41A SEXUALLY ORIENTED BUSINESSES
CHAPTER 42 HOME SOLICITATIONS
CHAPTER 42A SPECIAL EVENTS; NEIGHBORHOOD MARKETS; DALLAS FARMERS MARKET FARMERS MARKET; STREETLIGHT POLE BANNERS
CHAPTER 42B SHORT-TERM RENTALS
CHAPTER 43 STREETS AND SIDEWALKS
CHAPTER 43A SWIMMING POOLS
CHAPTER 44 TAXATION
CHAPTER 45 TEMPORARY INCLEMENT WEATHER SHELTER PROGRAM
CHAPTER 46 UNLAWFUL DISCRIMINATORY PRACTICES RELATING TO SEXUAL ORIENTATION AND GENDER IDENTITY AND EXPRESSION
CHAPTER 47 TRAILERS, TRAILER PARKS AND TOURIST CAMPS
CHAPTER 47A TRANSPORTATION FOR HIRE
CHAPTER 48 TREES AND SHRUBS
CHAPTER 48A VEHICLE TOW SERVICE
CHAPTER 48B VACANT BUILDINGS AND LOTS
CHAPTER 48C VEHICLE IMMOBILIZATION SERVICE
CHAPTER 49 WATER AND WASTEWATER
CHAPTER 50 CONSUMER AFFAIRS
Code Comparative Table
VOLUME III
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SEC. 43-74.   PLACEMENT OF CONCRETE AND MORTAR.
   (a)   Foundation or subgrade for all work must be set at the grades determined by the director. The director may inspect the foundation, subgrade, and reinforcing before concrete is poured.
   (b)   Concrete must be thoroughly compacted so that the minimum thickness conforms to the requirements of this article. Concrete must be free from honeycombing, rock pockets, and separation and segregation of ingredients. Upon completion of the concrete core, the one-half inch mortar surface must be placed while the core is still green, the work being carried on uniformly so that a perfect bond is obtained between the concrete core and mortar surface. (Ord. Nos. 8590; 22026)
SEC. 43-75.   FINISHING.
   The mortar surface shall be thoroughly troweled, not less than twice, to a uniformly smooth surface and brush finished. Exposed edges of the gutter and back of curb shall be rounded to a one-half inch radius. (Ord. 8590)
SEC. 43-76.   PROTECTION OF NEW WORK FROM TRAFFIC; BACKFILLING.
   Curb, curb and gutter and separate gutter shall be protected from vehicular traffic for not less than six days.
   Earth or sand shall be used for backfill and shall be thoroughly compacted, care being taken not to injure the completed work. (Ord. 8590)
SEC. 43-77.   FINAL DIMENSIONS; GUTTER RATIO REQUIRED FOR CURB FACING; DWELLING FOR DRIVEWAY CONSTRUCTION.
   Curb and gutter shall have the back 12 inches deep and vertical. Curb shall be six inches thick at the top, face battered 1:3. The gutter shall be uniformly six inches thick and a minimum of 24 inches in width, except where gutter joins gutter of a greater width.
   Where driveways are to be constructed, the curb may be laid back, radius begun and No. 3 (three-eights inch diameter) round bars, exposed 15 inches, placed on 24 inches center to center for dowels. (Ord. 8590)
Subdivision II. Driveway Approaches.
SEC. 43-78.   SPECIFICATIONS FOR MATERIALS USED IN CONSTRUCTION.
   Driveway approaches shall conform to the following standards:
   CONCRETE. Driveway approaches shall be constructed of one-course concrete, reinforced, with a six inch minimum thickness. The minimum compressive strength of the concrete and requirements for the quantity of mixing water and the concrete slump must conform to the city of Dallas Addendum to the Public Works Construction Standards – North Central Texas as published by the North Texas Council of Governments, current edition.
   REINFORCING STEEL. Reinforcement shall consist of No. 3 (three-eighths inch diameter) round bars placed not more than 24 inches on centers, both directions. Where steel is lapped, the lap shall be not less than 15 inches. (Ord. Nos. 8590; 31313)
SEC. 43-79.   PLACEMENT AND COMPACTION OF CONCRETE.
   (a)   The director may inspect the foundation, forms, and reinforcing before concrete is poured.
   (b)   Concrete must be thoroughly compacted with an open faced tamper and struck off with a straight edge so that the minimum thickness is six inches. Concrete must be free from honeycombing, rock pockets, and segregation of ingredients. (Ord. Nos. 8590; 22026)
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