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O-80-641 - 1/24/1980ORDINANCE NO. 10 AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF THE CODE OF ORDINANCES OF THE CITY OF ROUND ROCK BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, THAT Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own expense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights - of -way of all proposed streets. The number of locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture contents shall be determined for all significant boring samples. The method used for these determinations shall be the same as those used by the State Department of Highways and Public Transportation using their latest Manual of Testing Pro- cedures, 100 -E Series test methods. The results of the soils in- vestigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil description of the layers of different soils encountered in the profile of the hole, their limits in relation to a fixed surface datum and such other in- formation as needed to complete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock formations are encountered sooner. (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triaxial design criteria as follows: Type of Total Equivalent Load Wheel Street 18 Kip Single Frequency Design Axle Load Design Load Applications Factor Kips ATDH Residential 38,000 .75 8 Collector 150,000 .90 8 Major Thoroughfare 1,500,000 1.15 12 A written report containing pavement design data and recommendations based on the soils investigation shall be prepared at the subdivider's expense by a qualified geotechnical engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engineer. The report shall state the load criteria and the soil classifications used. When approved by the City Engineer, the geo- technical engineer preparing the report may use the triaxial class- ification soils data given in SDPHT report number 3 -05 -71 -035, entitled, " Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED and ADOPTED on first reading this day of , 1980. Alternative 2. plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include subgrade stabilization unless approved otherwise by the City Engineer. However, as an alternative, stabilization of subgrade soils having a plasticity index greater than 20 may be omitted from the pavement design, pro- vided that the warranty bond or letter of credit described in Section 6 -A (3) (a) of this Chapter is extended from a period of one (1) year to a period of two (2) years. When subgrade soils are stabilized the minimum depth of stabilization shall be six (6) inches unless otherwise approved by the City Engineer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime. The lime shall be applied to the subgrade soil in slurry form unless otherwise approved by the Engineer. Flexible base material and the stabilized layer, if used, shall extend 18 inches behind of the back of the curb. Minimum thicknesses of hot -mix, hot -lay asphaltic concrete included in the pavement design shall be 11/2 inches for Residential streets, 2 inches for Collector streets and 3; inches for Major Thoroughfare classifications. Street and alley pavements in commercial and industrial areas shall utilize the design criteria set forth herein for collector streets. (c) Curb and Gutter. All streets shall have concrete curbs extending six (6) inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off with reinforced concrete. Minimum curb radii shall be as follows: Street intersections 15' Alleys 10' Commercial driveways 10' Residential driveways 5' (d) Backfill Behind Curb. Compacted backfill shall be placed on all of the Night -of -ways behind curbs to a minimum elevation equal to the top of the curb. (e) Utility Locations in Streets. Insofar as practicable, as determined by the City Engineer, utilities in the street right -of - way shall be situated behind the curb. II. (a) The invalidity of any section or provision of this ordinance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. READ and APPROVED on first reading this the /-6 rN day of_112222n.API, 190 1 TN EAD, APPROVED and ADOPTED on second reading this the p� day of 1980. ATTEST: RY L. IN wrM °: ity of Round Ro k, Texas 'L4 4 (2) Plans and Specifications Plans and specifications for the required improve- 2 ments shall be submitted to and approved by the City Council of the City of Round Rock, prior to the time the work on such improvements is commenced. Any improvement made shall be subject to the approval and acceptance of the City Council. The subdivider shall pay the entire cost of street improvements. Curbs and gutters shall conform to Class A concrete in accordance with Texas Highway Department Standard Specifications. All streets shall be surfaced with one (1) of the surface types indicated below: (Ordinance No. 434 of October 7, 1976) (a) Six (6 ") inches of compacted flexible base to 968 -100% maximum density in accordance with AASHO T99 and one and one -half (1 1/2 ") inches of compacted hot mix asphaltic concrete (Class A) in accordance with Texas Highway Department Standard Specifications for Road and Bridge Construction, January 2, 1962, hereinafter referred to as THD Specification. (b) Five (5 ") inches of compacted reinforced Port- land cement concrete (Class A) in accordance with THD Specification. (c) Six (6 ") inches of compacted hot mix asphaltic concrete (Class A) in accordance with THD Specification. (Revised Subdivision Ordinance of March, 1970) d) The subdivider shall have all street improve- ments tested by an independent agency to deter- mine that each street in the subdivision meets the requirements and specifications set forth in this Section. The results of said tests are to be presented to the City Caunci.. of the City of Round Rock prior to the final approval of any subdivision. The costs of securing the tests and subsequent results are to be borne wholly by the subdivider. (Ordinance No. 423 of December 6, 1973) 163 Supplement No. 2 Ordinance No. 421 of May 8, 1975) (3) 164 (e) The Building Official shall not give the approval required above until and unless the person, firm or corporation seeking said approval shall provide the Building Official with valid certificates of insurance evidencing therein that said person, firm or corporation has in full force and effect a valid policy of public liability insurance and worker's compensation insurance, to be issued by an insurance company licensed to do business in the State of Texas. The public liability insurance policy shall provide liability insurance in an amount of not less than Three Hundred Thousand ($300,000.00) Dollars for injuries in any one (1) accident, not less than One Hundred Thousand ($100,000.00) Dollars for injury to any one (1) person and not less than Fifty Thousand ($50,000.00) Dollars for property damage and the worker's compensation insurance policy shall be in an amount not less than the minimum coverage required by the Statutes of the State of Texas. Width Major streets shall have a minimum dedicated right - of -way of eighty (80') feet and a minimum paving width of sixty (60') feet. Collector streets shall have a minimum dedicated right- of-way of sixty (60') feet and a minimum paving width of forty (40') feet. Minor or residential streets shall have a minimum dedicated right -of -way of fifty (50') feet with a minimum paving width of thirty (30') feet. Major streets having a right -of -way width of less than one hundred (100') feet shall be increased to a one hundred (100') foot right -of -way for a distance of one hundred fifty (150') feet on either side of any intersection with another major street. The right - of -way shall be- gradually and uniformly increased from the regular right -of -way width to the one hundred (100') foot width within an additional one hundred fifty (150') feet. (4) Curves Complete curve data (Delta, Length. of Curve, Radius, Point of Curvature, Point of Reverse Curvature, Point of Tangency) shown on the centerline or on each side of the street; length and bearings of all tangents and dimensions from all angle points of curve to an adjacent side lot line shall be provided. ri ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF Tj{E CODE OF ORDINANCES OF. THE CITY OF ROUND ROCK BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, THAT Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own ex- pense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights -of -way of all proposed streets. The number and locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture content shall be determined for all significant boring samples. The method used for these deter- minations shall be the same as those used by the State Department of Highways and Public Transportation according to their latest Manual of Testing Procedures, 100-E Series test methods. The results of the soils investigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil de- scription of the layers of different soils encountered in the profile of the hole, their limits in relation to a fixed surface datum and such other information as needed to cm- _ plete the sons investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (.10) f t •• re encountered sooner. Massive active clay layers shall be drilled to a minimum o wenty (20) feet. (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triax- ial design criteria as follows: Type of Total Equivalent Load Street 18 Kip Single Frequency Axle Load Design Applications Factor Wheel Design Load Kips ATDH Residential 38,000 .75 8 Collector 150,000 .90 8 Major wil car. 1,500,000 +-Y'8' 12 /. /s "1 written report containing pavement design data and recom- mwnda'tions based on the soils investigation shall be pre- pared at the subdivider's expense by a qualified geotechni- cal engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engi- neer. The report shall state the load criteria and the soil classifications used. When approved by the City Engineer, the geotechnical engineer preparing the report may use the triaxial classification soils data given in SDPHT report number 3 -05 -71 -035, entitled, " Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." V (dit QLL AAA.AvILOL When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include subgrade stabilization unless approved otherwise by the City Engineer P When subgrade soils are stabilized the minimum depth of stabilization shall be \ six (6) inches unless otherwise approved by the City Engi- neer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime. r lime slurry o e ypes and /grades and meeting the requirements specified in the State Department of Highways and Public Transportation, Item 264, entitled "Hydrated Lime and Lime Slurry" from their 1972 Standard Specifications for Construction of •Hi hways, Streets :n• !•es. he lime s a .e applied to e subgrade soil in slurr form unless otherwise approved by the Engineer.fThe amountme to be used shall be no less than the amounts recommended in AASHTO T -220 which is the same as in Test Method Tex -121 -E Rev. January 1, 1974 of the SDHPT Manual of Testing Procedures. The stabilization layer shall extend a minimum of 18 inches beyond the back of the curb and tter. inimum thicknesses o o asp a tic concrete included in the pavement design shall be 111 inches for Residential streets, 2 inches for Collector streets and 31 inches for Major street classifications. (c) Curb and Gutter. All streets shall have concrete curbs extending 6 inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off -with reinforced concrete. Minimum curb radii shall be as follows: - Street intersections Alleys Commercial driveways Residential driveways 15' 10' 10' 5 ' (d) Backfill Behind Curb. Compacted backfill shall be placed on all of the right -of -ways behind curbs to a minimum elevation equal to the top of the curb. y Engineer shall not give the approval requir above until and unless the person, firm or corporation seeking said approval shall provide the City Engineer with valid certificates of insurance evidencing therein that said person, firm or corporation has in full force and effect a valid policy of public liability insurance and worker's compensation insurance, to be issued by an insurance company licensed to do business in the State of Texas. The public liability insurance policy shall provide liability insurance in an amount of not less than Three Hundred Thousand ($300,000.00) Dollars for injuries in any one (1) accident, not less than One Hundred Thousand ($100,000.00) Dollars for injury to any one (1) person and not less than Fifty Thousand ($50,000.00) Dollars for property damage and the worker's compensation insurance policy shall be in an amount not less than the minimum coverage required by the Statutes of the State of Texas. 11. (a) The invalidity of any section or provision of this ordi- nance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this day of , 19 Alternative 2. READ and APPROVED on first reading this the 13_ day of 1979 - READ, APPROVED and ADOPTED on second reading this the day of_, , 19 ATTEST: JOANNE LAND, City Secretary LARRY L. TONN, Mayor City of Round Rock, Texas ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF THE CODE OF ORDINANCES OF THE CITY OF ROUND ROCK BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, THAT Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own expense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights - of -way of all proposed streets. The number of locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture contents shall be determined for all significant boring samples. The method used for these determinations shall be the same as those used by the State Department of Highways and Public Transportation using their latest Manual of Testing Pro - cedures, 100 -E Series test methods. The results of the soils in- vestigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil description of the layers of different soils encountered in the profile of the hole, -- their limits in relation to a fixed surface datum and such other in- formation as needed to complete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock formations are encountered sooner. (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triaxial design criteria as follows: Type of Total Equivalent Load Wheel Street 18 Kip Single Frequency Design Axle Load Design Load Applications Factor Kips ATDH Residential 38,000 .75 8 Collector 150,000 .90 8 Major Thoroughfare 1,500,000 1.15 12 A written report containing pavement design data and recommendations based on the soils investigation shall be prepared at the subdivider's expense by a qualified geotechnical engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engineer. The report shall state the load criteria and the soil classifications used. When approved by the City Eningeer, the geo- technical engineer preparing the report may use the triaxial class- ification soils data given in SDPHT report number 3 -05 -71 -035, entitled, " Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the 1 4 f plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include s 6e rade stabilization'unle__- '. -- d .therwise b the Cit Eno' s an alternative, st• lization of subgrade soils having a p asticity L index greater than 20 may be omitted from the pavement design, pro - vided that the warranty bond or letter of credit described in Section 6 -A (3) (a) of this Chapter is extended from . •- ar o a •eriod of two 2 ear ^.en subgrade soils are stabilized the minimum •ept of sta.i ization shall be six (6) inches unless otherwise approved by the City Engineer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime. The lime shall be applied to the sub•rade .1 in slurry form unless otherwise ... nvPd b the Engineer. 'ase ma eria an e stabilize• algo 1• er if use ex t behind of th b•ck of the c rb. Minimum is nesses of hot -mix, hot -lay aspha tic concre e inc ud in the pavement design shall be 11 inches for Resi nti streets, 2 inches for Collector streets and 31 inches for Major horoughfare classifications. Street and alley pavements in commercial and industrial areas shall . utilize the design criteria set forth herein for co lector street ; (c) Curb and Gutter. All streets shall have concr to c urb asphalt 3 six (6) inches above the pavement surface. Pavements surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off with reinforced concrete. Minimum curb radii shall be as follows: Alternative 2. Street intersections 15' Alleys 10' Commercial driveways 10' Residential driveways 5' (d) Backfill Behind Curb. Compacted backfill shall be placed on Al - gf the righ -of -ways behind curbs to a minimum elevation equal to thh40 top of-the curb. (e) Utility Locations in Streets. Insofar as practicable, utiliti in the street right -of -way shall be situated, behind the curb. II. (a) The invalidity of any section or provision of this ordinance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED and ADOPTED on first reading this day of , 1980. ATTEST:. READ and APPROVED on first reading this the day of 1980. READ, APPROVED and ADOPTED on second reading this the day of , 1980. JOANNE LAND, City Secretary LARRY L. TONN, Mayor City of Round Rock, Texas ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF THE CODE OF ORDINANCES OF THE CITY OF ROUND ROCK BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, THAT Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own expense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights- of -way of all proposed streets. The number of locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture contents shall be determined for all significant boring samples. The method used for these determinations shall be the same as those used by the State Department of Highways and Public Transportation using their latest Manual of Testing Pro- cedures, 100 -E Series test methods. The results of the soils in- vestigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil description of the layers of different soils encountered in the profile of the hole, — their limits in relation to a fixed surface datum and such other in- formation as needed to complete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock formations are encountered sooner. (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triaxial design criteria as follows: Type of Total Equivalent Load Wheel Street 18 Kip Single Frequency Design Axle Load Design Load Applications Factor Kips ATDH Residential 38,000 .75 8 Collector 150,000 .90 8 Major Thoroughfare 1,500,000 1.15 12 A written report containing pavement design data and recommendations based on the soils investigation shall be prepared at the subdivider's expense by a qualified geotechnical engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engineer. The report shall state the load criteria and the soil classifications used. When approved by the City Eningeer, the geo- technical engineer preparing the report may use the triaxial class- ification soils data given in SDPHT report number 3 -05 -71 -035, entitled, " Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series. When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the 1980. ATTEST: READ and APPROVED on first reading this the day of READ, APPROVED and ADOPTED on second reading this the day of 1980. JOANNE LAND, City Secretary LARRY L. TONN, Mayor City of Round Rock, Texas plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include subgrade stabilization unless approved otherwise by the City Engineer. H-ow� . When subgrade soils are stabilized the minimum depth of stabilization shall be six (6) inches unless otherwise approved by the City Engineer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime. The lime shall be applied to the subgrade soil in slurry form unless otherwise approved by the Engineer. Flexible base material and the stabilized la er if used shall extend t behind of the back of the curb. 1,1,0 Minimum thicknesses or o -mix, hot -lay asphaltic concrete included in the pavement design shall be 11 inches for Residential streets, 2 inches for Collector streets and 31 inches for Major Thoroughfare classifications. Street and alley pavements in commercial and industrial areas shall utilize the design criteria set forth herein for collector streets. (c) Curb and Gutter. All streets shall have concrete curbs extending six (6) inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off with reinforced concrete. Minimum curb radii shall be as follows: (d) Backfill Behind Curb. Compacted backfill shall be placed on all — of the righ -of -ways behind curbs to a minimum elevation equal to the top of the curb, (e) Utility Locations in Streets. Insofar as practicable, utilities in the street right -of -way shall be situated behind the curb. I1. (a) The invalidity of any section or provision of this ordinance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED and ADOPTED on first reading this day of , 1980. Alternative 2. Street intersections Alleys Commercial driveways Residential driveways 15' 10' 10' 5'. AN ORDINAaNCE. REVISING CHAPTER 8, SECTION 5 -6 (2) OF THE CODE OF ORDINANCES OF THE CITY OF ROUND ROCK BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK: THAT, Chapter 8, Section 6 -B (2) of the Code of Ordinances of the City of Round Rock be, and is hereby, repealed and amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own expense, cause to be made a soils investigation by a qualified and in- dependent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights -of -way of all proposed streets. The number of locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture contents shall be determined for all significant boring samples. The method used for these determinations shall be the same as those used by the State Department of Highways and Public Transpor- tation using their latest Manual of Testing Procedures, 100 -E Series test methods. The results of the soils investigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil description of the layers of different soils encountered in the profile of the hole, their limits in relation to a fixed surface datum and such other information as needed to complete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock informations are encountered sooner. • to ay m4A4ammrf tucnty (20) feet. (b) - Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triaxial design criteria as follows: Type of Total Equivalent Load Wheel Street 18 Kip Single Frequency Design Axle Load Design Load Applications Factor Kips ATDH Residential 38,000 .75 8 Collector 150,000 .90 8 Major 4horo✓yklse. 1,500,000 4.7-10 12 A written report containing pavement design data and recom- mendations based on the soils investigation shall be prepared at the subdivider's expense by a qualified geotechnical engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engineer. The • report shall state the load criteria and the soil classifications used. When approved by the City Engineer, the geotechnical engineer preparing the report may use the triaxial classification soils data given in SDPHT report number 3 -05 -71 -035, entitled, "Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." (d) When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the /plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include subgrade tabilization unless approved of erwise by the City Enginee hen subgrade soils are a.i ized the minimum •ept o s •'.ilization shall be six (6) inches unless otherwise approved by the City Engineer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime, -44i fie 1'y. or tho ` pes — am and m es. The lime shall be applied to the subgrade soil in slurry form unless otherwise approved by the Engineer. he Manua o es Ong ro Minimum thicknesses o hot -mix, hot -lay asphaltic concrete included in the pavement design shall be 1 1/2 inches for Residential streets, 2 inches for Collector streets and 3 1/2 inches for Major s-tiNeetr classifications. 457 aril d / /a' 0 ,n co.owe e,./ Aka 1 , nduafrta /,j/,9 u1''/ tFt deS�ln tN�e✓ /3 fed / , SJ herejy �mr Go /� ef°✓ S (c) Curb and G r t e Al] streets shall have concrete curbs extending 6 inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off with reinforced concrete. Minimum curb radii shall be as follows: Backfill Behind Curb. Compacted backfill shall be placed on all of the right -of -ways behind curbs to a minimum elevation equal to the top of the curb. 17ex46/6 base ma -4ria/ and -/fie slued/ /ized la is 414"i h // exi 7 7007 iS o -7 6a�l� 4.7 r Gal✓`„ II r A h o sV rB�G -vets naur AS ,ln aim rra / � 1vG �a b1 ►2 2 s "� fled +11an 20 mat 6G GMi a Pl ab4'ic• y ,video( y rrafer u/ei .eha 4hel „-1.• de-Sur / / r • Warr ° ° ll e�� y GX7Ck SScs � -4C3,1w) 074 744+u G / s {yo .6 ree�,T � v/ 6es /Al - F,o.r per / Pi ®h6 (0 y t7r'7 4 0 a i)ev /a e4 -t WO (2.) yams /pc.;Aoki // 1 074 ✓ce7(s , r �t� �o�ar a3 prae��4al / /e, �i /i�i� � i.' �je: STr,Gd '"Y - gyp hi--W t-A6AV ,�C L.1;94a Street intersections Alleys Commercial driveways Residential driveways 15' 10' 10' 5' ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF THE CODE OF ORDINANCES OF THE CITY OF ROUND ROCK BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, THAT Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own ex- pense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights -of -way of all proposed streets. The number and locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture content shall be determined for all significant boring samples. The method used for these deter- minations shall be the same as those used by the State Department of Highways and Public Transportation according to their latest Manual of Testing Procedures, 100 -E Series test methods. The results of the soils investigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil de- scription of the layers of different soils encountered in the profile of the hole, their limits in relation to a fixed surface datum and such other information as needed to com- plete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock formations are encountered sooner. Massive active clay layers shall be drilled to a minimum of twenty (20) feet. (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triax- ial design criteria as follows: Type of Total Equivalent Load Wheel Street 18 Kip Single Frequency Design Axle Load Design Load Applications Factor Kips ATDH Residential 38,000 .75 8 Collector 150,000 .90 8 Major 1,500,000 1.10 12 A written report containing pavement design data and recom- mendations based on the soils investigation shall be pre- pared at the subdivider's expense by a qualified geotechni- cal engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engi- neer. The report shall state the load criteria and the soil classifications used. When approved by the City Engineer, the geotechnical engineer preparing the report may use the triaxial classification soils data given in SDPHT report number 3 -05 -71 -035, entitled, "Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include subgrade stabilization unless approved otherwise by the City Engineer. When subgrade soils are stabilized the minimum depth of stabilization shall be six (6) inches unless otherwise approved by the City Engi- neer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime or lime slurry of the types and grades and meeting the requirements specified in the State Department of Highways and Public Transportation, Item 264, entitled "Hydrated Lime and Lime Slurry" from their 1972 Standard Specifications for Construction of Highways, Streets and Bridges. The lime shall be applied to the subgrade soil in slurry form unless otherwise approved by the Engineer. The amount of lime to be used shall be no less than the amounts recommended in AASHTO T -220 which is the same as in Test Method Tex -121 -E Rev. January 1, 1974 of the SDHPT Manual of Testing Procedures. The stabilization layer shall extend a minimum of 18 inches beyond the back of the curb and gutter. Minimum thicknesses of hot -mix, hot -lay asphaltic concrete included in the pavement design shall be 12 inches for Residential streets, 2 inches for Collector streets and 31 inches for Major street classifications. (c) Curb and Gutter. All streets shall have concrete curbs extending 6 inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off with reinforced concrete. Minimum curb radii shall be as follows: Street intersections Alleys Commercial driveways Residential driveways 15' 10' 10' 5' (d) Backfill Behind Curb. Compacted backfill shall be placed on all of the right -of -ways behind curbs to a minimum elevation equal to the top of the curb. (e) The City Engineer shall not give the approval required above until and unless the person, firm or corporation seeking said approval shall provide the City Engineer with valid certificates of insurance evidencing therein that said person, firm or corporation has in full force and effect a valid policy of public liability insurance and worker's compensation insurance, to be issued by an insurance company licensed to do business in the State of Texas. The public liability insurance policy shall provide liability insurance in an amount of not less than Three Hundred Thousand ($300,000.00) Dollars for injuries in any one (1) accident, not less than One Hundred Thousand ($100,000.00) Dollars for injury to any one (1) person and not less than Fifty Thousand ($50,000.00) Dollars for property damage and the worker's compensation insurance policy shall be in an amount not less than the minimum coverage required by the Statutes of the State of Texas. I1. (a) The invalidity of any section or provision of this ordi- nance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this day of , 19 Alternative 2. READ and APPROVED on first reading this the / day of az , 19 79 . - READ, APPROVED and ADOPTED on second reading this the day of , 19 ATTEST: JOANNE LAND, City Secretary LARRY L. TONN, Mayor City of Round Rock, Texas AUSTIN BRANCH OFFICE AC 512 4442446 500.D ST. ELMO ROAD AUSTIN, TEXAS 70745 AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF THE CODE OF ORDINANCES OF. THE CITY OF ROUND ROCK' Type of Street ORDINANCE NO. Total Equivalent 18 Kip Single Axle Load Applications (,,,w rF h r ist ✓ t K d BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, THAT Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own ex- pense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights -of -way of all proposed streets. The number and locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture content shall be determined for all significant boring samples. The method used for these deter- minations shall be the same as those used by the State Department of Highways and Public Transportation according to their latest Manual of Testing Procedures, 100 -E Series test methods. The results of the soils investigation shall be presented to the subdivider and to the City Engineer in written report form. Included as -a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil de- scription of the layers of different soils encountered in the profile of the hole, their limits in relation to a fixed surface datum and such other information as needed to com- plete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock formations are encountered sooner. (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triax- ial design criteria as follows: Load Frequency Design Factor Wheel Design Load Kips ATDH 8 8 12 Residential 38,000 .75 Collector 150,000 .90 Majorfharou56fare 1,500 ,000 A written report containing pavement design data and recom- mendations based on the soils investigation shall be pre- pared at the subdivider's expense by a qualified geotechni- cal engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engi- neer. The report shall state the load criteria and the soil classifications used. When approved by the City Engineer, the geotechnical engineer preparing the report may use the triaxial classification soils data given in SDPHT report number 3 -05 -71 -035, entitled, "Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design . shall include subgrade .$ tabilization unless approved otherwise by the City Engineer. When subgrade soils are stabilized the minimum depth of stabilization shall be six (6) inches unless otherwise approved by the City Engi- neer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime - - s, -..arid-- a 1_d $ . The lime shall be applied to the subgrade soil in slurry form unless otherwise 'approved by the Engineer. he * he stabilization layer shall extend a minimum of 18 inches beyond the back of the curb and gutter. Minimum thicknesses of hot -mix, hot -lay asphaltic concrete included in the pavement design shall be 11 inches for Residential streets, 2 inches for Collector streets and 31 inches for Major street classifications. Or (c) Curb and Gutter. All streets shall have concrete curbs extending 6 inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off - mg-th reinforced concrete. Minimum curb radii shall be as follows: (d) Backfill Behind Curb. Compacted backfill shall be placed on all of the right -of -ways behind curbs to a minimum elevation equal to the top of the curb. The City ntil 'd Street intersections Alleys Commercial driveways Residential driveways above seeking valid certifi person, firm or valid policy of p compensation insurance, licensed to do business liability insurance poli in an amount of n ($300,000.00) Dol not less than injury to Thousa wo (9-) A eN %-t-i u Lel -- see Te u% s ed 1 10' 10' 5 ' requ' ation eer with in that said rce and effect a urance and worker's by an insurance company State of Texas. The public rovide liability insurance hree - Hundred Thousand one (1) accident, 00) Dollars for than Fifty and the ount Engineer shall not give the approval and unless the person, firm or co approval shall provide the City En tes of insurance evidencing th - rporation has in full is liability be is sha less than s for injuries in e Hundred Thousand ($100, ny one (1) person and not le ($50,000.00) Dollars for property dama is compensation insurance'policy shall be in an t less than the minimum coverage required by the Stat of the State of Texas. d s 11. (a) The invalidity of any section or provision of this ordi- nance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this day of 19 Alternative 2. READ and APPROVED on first reading this the 43 day - -of READ, APPROVED and ADOPTED on second reading this the day o , 1 9 ATTEST: JOANNE LAND, City Secretary . LARRY L. TONN, Mayor City of Round Rock, Texas ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF TjIE CODE OF ORDINANCES OF. THE CITY OF ROUND ROCK'. IA) l,lh rVcv is ta set S IhA lc.afcc! BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, THAT 1 Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own ex- pense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights -of -way of all proposed , streets. The number and locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture content shall be determined for all significant boring samples. The method used for these deter- minations shall be the same as those used by the State Department of Highways and Public Transportation according to their latest Manual of Testing Procedures, 100 -E Series test methods. The results of the soils investigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil de- scription of the layers of different soils encountered in the profile of the hole, their limits in relation to a fixed surface datum and such other information as needed to com- plete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock formations are encountered sooner. (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triax- ial design criteria as follows: Total Equivalent Load Wheel Type t Frequency Street 18 Kip Single q Y Design Design Load Axle Loa Applications Factor Kips ATDH a8,000 .75 8 Collector Resident ral 150,000 .90 8 Majorthorouq�+favt 1,500,000 .-1-4-1 12 /JAC A written report containing pavement design data and recom- mendations thea s bdivider'sse pense qualified l geotechni- cal engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engi- neer. The report shall state the load criteria and the soil classifications used. When approved by the City Engineer, the geotechnical engineer preparing the report may use the triaxial classification soils data given in SDPHT report number 3-05-71-035, entitled, "Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." - • A. olts . When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include subgrade .Stabilization unless approved otherwise by the City Engineer ? subgrade soils are stabilized the minimum depth of stabilization shall be six (6) inches unless otherwise approved by the City Engi- neer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime. s, S4.. anti —nria s. The lime shall be applied to the subgrade soil in slurry form unless otherwise 'approved by the Engineer. he .=The stabilization layer shall extend a minimum of 18 inches beyond the back of the curb and gutter. Minimum thicknesses of hot -mix, hot -lay asphaltic concrete included in the pavement design shall be 11 inches for Residential streets, 2 inches for Collector streets and 31 inches for. Major street classifications. Or (c) Curb and Gutter. All streets shall have concrete curbs extending 6 inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off =th reinforced concrete. Minimum curb radii shall be as follows: Street intersections Alleys Commercial driveways Residential driveways 15' 10' 10' 5' (d) Backfill Behind Curb. Compacted backfill shall be placed on all of the right -of -ways behind curbs to a minimum elevation equal to the top of the curb. d ation eer with in that said rce and effect a ranee and worker's by an insurance company State of Texas. The public rovide liability insurance hree Hundred Thousand in - one (1) accident, 00) Dollars for than Fifty and the aunt The City Engineer shall not give the approval requ ntil and unless the person, firm or cor - 'd approval shall provide the City En tes of insurance evidencing th rporation has in full is liability be is ( above seeking valid certifi person, firm or valid policy of p compensation insurance, licensed to do business i liability insurance polic in an amount of n ($300,000.00) Dol not less than injury to Thousa sha less than rs for injuries e Hundred Thousand ny one (1) person and not le ($50,000.00) Dollars for property dama wo -r's compensation insurance - policy shall be in an t less than the minimum coverage required by the Stat of the State of Texas. (e-) AdJ. -1-1011 — s ✓ ee ∎re ($100, s ATTEST: JOANNE LAND, City Secretary 11. Alternative 2. READ and APPROVED on first reading this the /3 day of , 1919 READ, APPROVED and ADOPTED on second reading this the day , 19 • (a) The invalidity of any section or provision of this ordi- nance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for . reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this day of , 19 • LARRY L. TONN, Mayor City of Round Rock, Texas • With cvISLOI)S ORDINANCE NO. I v■ d tog +eci AN ORDINANCE AMENDING CHAPTER 8, SECTION 6 -B (2) OF TpE CODE OF ORDINANCES OF. THE CITY OF ROUND ROCK BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, THAT Chapter 8, Section 6 -B (2) of the Code of Ordinances, City of Round Rock is hereby amended to read as follows: (2) Street Design Criteria (a) Soils Investigation. The subdivider shall, at his own ex- pense, cause to be made a soils investigation by a qualified and independent geotechnical engineer licensed to practice in the State of Texas. The field investigation shall include test borings within the rights -of -way of all proposed streets. The number and locations of such borings shall be subject to the approval of the City Engineer. Atterberg limits and moisture content shall be determined for all significant boring samples. The method used for these deter- minations shall be the same as those used by the State Department of Highways and Public Transportation according to their latest Manual of Testing Procedures, 100 -E Series test methods. The results of the soils investigation shall be presented to the subdivider and to the City Engineer in written report form. Included as a part of the report shall be a graphical or tabular presentation of the boring data giving Atterberg limits and moisture contents, a soil de- scription of the layers of different soils encountered in the profile of the hole, their limits in relation to a fixed surface datum and such other information as needed to com- plete the soils investigation for pavement design purposes. Minimum depth of soil profile boring holes shall be ten (10) feet unless solid rock formations are encountered sooner. L +.. (2') fog (b) Pavement Design. Pavement design shall be based on the State Department of Highways and Public Transportation triax- ial design criteria as follows: Type of Street Total Equivalent 18 Kip Single Axle Load Applications Load Wheel Frequency Design Design Load Factor Kips ATDH Residential 38,000 .75 8 Collector 150,000 .90 8 Ma j or fh orougt+ fart 1,500,000 -4-74-6Ir 12 A written report containing pavement design data and recom- mendations based on the soils investigation shall be pre- pared at the subdivider's expense by a qualified geotechni- cal engineer licensed to practice in the State of Texas and shall be presented to the subdivider and to the City Engi- neer. The report shall state the load criteria and the soil classifications used. When approved by the City Engineer, the geotechnical engineer preparing the report may use the triaxial classification soils data given in SDPHT report number 3 -05 -71 -035, entitled, "Triaxial Classification of the Surface Soils of Texas as Grouped by Soil Conservation Service Series." it O s ee Aae ,Tlj SG� Se a When using the triaxial data, the report shall so state. The pavement design shall be subject to the approval of the City Engineer and shall be shown on the street construction plans as approved. Where the plasticity index of the subgrade soil (on which the street is to be built) is in excess of 20, the pavement design shall include subgrade .$ tabilization unless approved otherwise by the City Engineer .When subgrade soils are stabilized the minimum depth of stabilization shall be six (6) inches unless otherwise approved by the City Engi- neer. In swelling clay soils stabilization, the stabilizer used shall be hydrated lime. s, a 8ri4g s The lime shall be applied to the subgrade soil in slurry form unless otherwise 'approved by the Engineer. he 9D1IFT Manu l of T t P o dur e.*The stabilization layer shall extend a minimum of 18 inches beyond the back of the curb and gutter. Minimum thicknesses of hot -mix, hot -lay asphaltic concrete included in the pavement design shall be 1 inches for Residential streets, 2 inches for Collector streets and 31 inches for Major street classifications. Or (c) Curb and Gutter. All streets shall have concrete curbs extending 6 inches above the pavement surface. Pavements with asphalt surfaces shall have an 18" concrete gutter 6 inches thick, the entire concrete curb and gutter section shall be 24" wide. All valley gutters shall be of reinforced concrete and shall be 6' wide. Where valley gutters are constructed, pavement at the curb radii shall be squared off -wi -th reinforced concrete. Minimum curb radii shall be as follows: Street intersections Alleys Commercial driveways Residential driveways 15' 10' 10' 5 (d) Backfill Behind Curb. Compacted backfill shall be placed an all of the right -of -ways behind curbs to a minimum elevation equal to the top of the curb. ( The City Engineer shall not give the approval requ' -d above ntil and unless the person, firm or cor.' ation seeking 'd approval shall provide the City En.' eer with valid certifi tes of insurance evidencing th in that said person, firm or = •rporation has in full •rce and effect a valid policy of p is liability urance and worker's compensation insurance, be is by an insurance company licensed to do business i e State of Texas. The public liability insurance poli sha •rovide liability insurance in an amount of n• less than hree Hundred Thousand ($300,000.00) Dol •rs for injuries in one (1) accident, not less than e e Hundred Thousand ($100,$. 00) Dollars for injury to .ny one (1) person and not le than Fifty Thousa ($50,000.00) Dollars for property dama and the wo -r's compensation insurance policy shall be in an .ount t less than the minimum coverage required by the Stat -s of the State of Texas. (9) Add. -- i — see ■revised 11. (a) The invalidity of any section or provision of this ordi- nance shall not invalidate other sections or provisions thereof. (b) All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. (Mark through the following alternative that is not applicable) Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this day of , 19 Alternative 2. READ and APPROVED on first reading this the /3 day of /l i'f r'/ 6igl , 19 i n • READ, APPROVED and ADOPTED on second reading this the day of T , 19 ATTEST: JOANNE LAND, City Secretary LARRY L. TONN, Mayor City of Round Rock, Texas