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MASTER STREET PLAN

 

TABLE OF CONTENTS

 

SECTION                                                                                                

 

Introduction  

Section I.        Identification of the Plan 

Section II.      Responsibility and Authority 

Section III.     Functional Classification   

Section IV.     Right-of-Way and Geometric Design Standards 

Section  V.      Class VI Roadway and process Requirements 

      Article 1.      Road Zones

      Article 2.      Minimum Requirements

      Article 3.      Zonal Options

      Article 4.      Plat Approval

      Article 5.      Acceptance of  Roads

      Article 6.      Penalty for Non-Compliance

      Article 7.      Notification of Road Work

      Article 8.      Road Names

      Article 9.      Flood Hazard Areas

      Article 10.    Private or Commercial Drives


MASTER STREET PLAN

 

SALINE COUNTY, ARKANSAS

 

INTRODUCTION

 

Streets and roads have as their principal functions the provision of access to property and the movement of people and goods.  Other functions of streets and roads have included serving as rights-of-way for public utilities and providing open space between buildings.  Over the years the functions of streets and roads have undergone change.  Today, there are highways with the sole purpose of moving people and goods in motor vehicles and not provide access to abutting property, while others serve pedestrian traffic and exclude motor vehicles.  In the County, street and roads utilize large amount of land area and require a significant sum of money for their construction and maintenance.

Arkansas counties have the opportunity to undertake planning for their future growth and development.  The Arkansas General Assembly has provided counties with the authority to undertake studies, prepare plans  and to implement through the provisions of Act 422 of 1977, as amended.

Planning conducted by the County Planning Board is customarily concerned with the physical arrangement of the unin-corporated County.  The physical arrangement is dealt with both in terms of how land is used and how street access is provided to land parcels.  A county planning program should describe the existing structure of the area (physical, social, economic, and governmental); forecast the future economic and physical potential of the area; prepare plans and programs to achieve the potential, and recommend measures that can result in implementation of plans and programs.

The nature of the street and road system within the County helps determine its form and arrangement.  The quality of the system affects the nature of development.  Recognizing the interdependency of land use and streets can beneficially affect how a county grows and develops.

 

The State highway system is generally considered the backbone of the county system.  The Arkansas State Highway and Transportation Department (AHTD) is responsible for the planning, designing, construction, and maintenance of the State system.  The AHTD has the ability and duty to plan and construct the system.

Counties are responsible for planning and developing their street systems.  Pursuant to Ark. Stat. Ann S76-901 the county court of each county shall have the authority to regulate public roads within its jurisdiction, as follows:

 

76-901.  Powers of County Court.  All public roads and highways shall be laid out, opened and repaired agreeably to the provisions of this act, and the county court of each county in this State shall have full power and authority to make and enforce all orders necessary as well for establishing and opening new roads as for changing and vacating any public road or part thereof.  (Act. Mar. 23, 1871, No. 26, S2, p. 56; C. & M. Dig., S 5226; Pope's Dig. S 6941.)

A vital relationship exists between land use and the street and road system that serve such uses.  The type and intensity of land use, and the physical manner in which land is developed affect the character and volume of traffic and the operating efficiency of the street system.  Accessibility by a street is one of the most important determinants of land use.  The construction of a new street or the increase in the level of service on an existing street can result in more intensive use of land, which in turn, generates new or additional traffic on the street.

The fact that land uses and streets are interdependent suggests the necessity for incorporated cities, the AHTD and counties to coordinate their planning efforts.

 

Coordination of City and County Planning

 

Arkansas Statute Act 186 of 1957 and Act 422 of 1977 both acknowledge and establish the permissible right of cities and towns to establish a planning area beyond their corporate limits.  Within the planning area the city has the authority to approve the plats for subdivided land.  The city also attends to any new streets being constructed according to either city of county standards whichever is the more restrictive.  It remains the authority of the County, however, to accept and approve the dedication and maintenance responsibility for streets platted within the unincorporated planning area of a city or town.  Coordination and cooperation becomes essential in the important matter of streets and roads. 

 

Coordination of AHTD and County Planning

All the public highways, roads and streets in Arkansas have been designated in accordance with the functional classes as provided by state statute.  The AHTD prepares functional classification maps for all municipalities over 5,000 population and for all counties.  These maps are to be reviewed at least every five years by the State Highway Commission in cooperation with the local governments.  Act 308 of the 1973 General Assembly states:

 

"It is hereby declared to be the policy of the State of Arkansas to adopt sound, modern planning methods, procedures, and techniques for the proper administration, management, and improvement of the state highway, county road, and municipal street systems of the State and to assure continuing study and updating of this planning process.  It is further declared to be the legislative intent of this Act to functionally classify all elements of the public highways, roads and streets in the Arkansas network according to level of service, with uniform improvement standards for each class." (AS 76-2701--76-2707.)

Counties have the authority to adopt an official plan or plans for the county as conferred by Act 422 of 1977, as amended.  Such plan or plans shall include as a minimum designation f the general location, characteristics and functions of roads, and the general location f roads to be reserved for future public acquisition.  The plan may also recommend, among other thins, the removal, widening, narrowing, vacating, abandonment, change of use, or extension of any public ways. 

 

SECTION I.  Identification of the Plan

The Master Street Plan of Saline County, Arkansas is composed of two parts-- this textural material and the plan map entitled, Master Street Plan, Saline County, Arkansas.

 

SECTION II.  Responsibility and Authority

Power to Adopt and Enforce Plans

In accord with Act 422 of 1977 (County Planning Statute), as amended:

           

"The County planning Board may prepare and recommend an official plan or plans for the development of the County.  The County planning Board shall have the authority to confer with federal, state, municipal. and other county and regional authorities regarding matters pertaining to or affecting the planning or development of said county..."

The County Planning Board

The Quorum Court of Saline County has created a planning board with appointment and terms of members provided by County ordinance.  The Planning Board has selected its officers, established its meeting dates, adopted rules and regulations and by-laws for the discharge of its duties and the transaction of business, all according to Act 422 of 1977, as amended.  Further the Act states:  

"The general purpose of the Planning Board is to promote public interest in planning, to prepare or have prepared a plan or plans for the County, to receive and make recommendations on public and private proposals for development, to prepare and transmit to the Quorum Court recommended ordinances implementing plans, and to advise and counsel the County Judge, the Quorum Court and other public bodies on planning related matters."

 

Master Street Plan

 

Act 422 of 1977, as amended future states:

 

"All county plans shall reflect the County's development policies and shall contain a statement of the objectives and principles sought to be embodied therein.  Such plans with accompanying maps, charts, and descriptive matter may make recommendations, among other things, as to ... the development of transportation facilities..." and further:  "Adoption of a county subdivision ordinance shall be preceded by the adoption of an official road plan for the  unincorporated areas of the County.  Such plan shall include as a minimum designation of the general location, characteristics and functions of roads, and the general location of roads to be reserved for future public acquisition..."

General Objective of the Master Street Plan

The efficient and safe transportation of people and goods.  To minimize or eliminate the effect of traffic on residential areas, to minimize the effect of frontage development through traffic,  to provide a smooth transition for traffic from residential areas to traffic arterials and expressways.  To provide adequate access to all parcels of land in a manner that will suit their needs and intended use.  To recognize and fulfill that different transportation needs of properties of different uses (residential, commercial, industrial and public).

 

Implementation of the Plan

Following the adoption and filing of any plan or plans, the Planning Board may transmit to the Quorum Court for enactment, recommended ordinances and regulations which will carry out or protect the various elements of the plan or plans.

 

Scope of the Plan

The plan is compiled within the scope of the aforestated general objectives of the plan as set forth below:

 

SECTION III.  Functional Classification

As enacted by the General Assembly of the State of Arkansas, Act 308 of 1973, the functional classification is defined as the grouping of public ways by likeness of services or purpose into classes or systems according to the character of service they are intended to provide.

The six (6) functional classes by level of service that are hereby made applicable to the network of public highways, roads and streets in Arkansas (and Saline County) are as follows:

 

Class No. Rural Systems Municipal Systems Level of service
I Interstate Freeways Interstate Freeways Provide basic interstate service, link major cities.
II Other Principal Arterial Highways Other Freeways and Expressways Provide high level of interstate and intrastate service, connect major generators of internal city traffic.
III Minor Arterial Highways Other Principal Arterial Streets Serve Trans-State travel to and through principal cities.  Provide a system for the Major Traffic Generators within a City.  
IV Major Collector Roads Minor Arterial Streets Provide connections to and through the large centers of population within the State
V Minor Collector Roads Collector Streets Provide Inter-county service.  Serve the Economic and State Park Areas not serviced by a Higher System; collect and distribute traffic to and from Major Streets; provide intra-county service to and into population centers and other Recreational  and Industrial areas.  
VI Local Road Local Streets Service small rural communities.  Provide access to residential areas, and neighborhoods within cities; provide direct access to adjacent properties in rural areas and within cities.

 

 

SECTION IV.  Right of Way and Geometric Design Standards

 

The following table and five figures contain minimum right-of-way requirements and geometric standards for Class II through Vi.  Standards are not shown for Interstate Highways (Class I) since there are no new ones planned for the area.

                       
SUMMARY OF RIGHT OF WAY AND DESIGN STANDARDS

(See Sketches for Detail Design Requirements)

 

 

Class (1)

II

Class

III

Class

IV

Class

VA

Class

VB

Class

VIA

Class

VIB

Right of Way (Min. )   200' 100' 80' 70'

60'

50' 4

50'  

Paved Width 3   56' 48' 24'

36'

20'

24'

Shoulder Width   NA 8' 6'

NA

4'

NA

Centerline Grade

(Max.) 5

  9% 9% 12%

12%

15%

15%

Sight Distance (Min.)   300' 300' 200'

200'

150'

150'

Radius Curve (Min.)   600' 600' 300' 300' 100' 100'

 

1.  Arkansas Highway and Transportation Department Standards.

 

2.  Class III-Intersection approaches will require an extra width of 20' extending 250' from the    enter line of intersection arterials and collectors.  Class IV-intersection approaches may require an extra width of 10' extending 150' from the centerline of intersecting arterials and collectors.

 

3.  Widths shown are for final stage for Classes II, III. and IV.

     Stage construction is recommended for Classes II, III, and IV.

 

4.  Additional 10' utility and road work easement, 5' on each side of road.

 

5.  Centerline grades may be increased an additional two per cent (2%) for distances not to exceed 200', subject to approval of the Street Superintendent and the planning Board, for curb and gutter streets, only.


 

CLASS II

EXPRESSWAYS - PARKWAYS

                

___________________________________200' MIN_______________________________

                                       

10'         24'         4'      VARIABLE    4'          24'         10'

 

 

STAGE CONSTRUCTION IS RECOMMENDED 

DESIGN - All features shall conform to A.H.T.D. standards

RIGHT OF WAY - must accommodate utilities, drainage facilities, and sub-surface conditions.  Intersection approaches may require extra right of ways extending from the centerline of intersecting arterials  and collectors.

CONTROL OF ACCESS - Median cuts only at intersections with arterials and collectors.

CENTER LINE GRADE - 5 per cent maximum

PAVEMENT CROWN SLOPE - 3 per cent     



CLASS III

URBAN PRINCIPAL ARTERIAL/RURAL MINOR ARTERIAL

 

 

__________________________________100' MIN________________________________

 

10'               24'               10'

   

 

III A - INITIAL STAGE

 

_________________________________100'______________________________

 

28'               16'               28'        

 

 

 

 

III B - FINAL STAGE

STAGE CONSTRUCTION IS RECOMMENDED:

      Stage A - 2 lanes:  0-6,000 A.D.T.

      Stage B - 4 lanes divided:  6,000-30,000 A.D.T.

 

ROADWAY DITCHES - iii A-INITIAL STAGE

      Front Slope - 6:1 for traffic safety and stage construction of III B-FINAL STAGE

      Back Slope - 4:1

      Ditch Slope - Flowline 12" min. below base

      Flowline - 1/2% gradient or greater

      Erosion - slopes steeper than 3:1 must be seeded or sodded.

           

RIGHT OF WAY - must accommodate utilities, drainage facilities, and sub-surface conditions.  Intersection approaches will require an extra width of 20', extending 250' from the centerline of intersecting arterials and collectors.  Waivers may be approved under extraordinary hardship circumstances.

 

CONTROL OF ACCESS - Median cuts only at intersections with arterials and collectors.

 

CENTERLINE GRADE - 9% maximum

 

PAVEMENT CROWN SLOPE - 3%


 

CLASS IV

URBAN MINOR ARTERIAL/RURAL MAJOR COLLECTOR

 

___________80' Min.___________

 

                    __8'_________24'_______8'__                    

 

 

IV A - INITIAL STAGE

 

 

      __________80' Min____________                           ____________80' Min____________

        __8'_______48'________8____                               ____________48"____________

 

IV B - OPTIONS - FINAL STAGE

 

STAGE CONSTRUCTION IS RECOMMENDED:

      Stage A - 2 lanes:  0-5,000 A.D.T.

      Stage B - 4 lanes undivided: 5,000-20,000 A.D.T.

 

ROADWAY DITCHES - IV A-INITIAL STAGE

      Front Slope - 3:1 maximum

      Back Slope - 3:1 desirable, 2:1 maximum

      Ditch Depth - Flow line 12" min. below base

      Flow line - 1/2% gradient or greater

      Erosion - Slopes steeper than 3:1 must be seeded or sodded.

 

RIGHT OF WAY - must accommodate utilities, drainage facilities, and sub-surface conditions.  Intersection approaches may require an extra width of 10', extending 150' from the centerline of intersecting arterials and collectors.  Waivers may be approved under extraordinary hardship circumstances.

 

CENTERLINE GRADE - 9% MAXIMUM

 

PAVEMENT CROWN SLOPE - 3%


 

CLASS V

URBAN  COLLECTOR/RURAL  MINOR COLLECTOR/COMMERCIAL-INDUSTRIAL

_____________70'_Min___________  

____6'___________24'___________6'___

  

VA - RURAL OPTION

 

______________________60' Min.____________________ 

______________36'___________

 

 

V B- URBAN OPTION

   

_______________70'Min.____________ 

____________44'__________

 

 

V C - COMMERCIAL - INDUSTRIAL

 

DESIGN TRAFFIC - 0-5,000 A.D.T. FOR V A  AND  V B

 

ROADWAY DITCHES - V A - RURAL OPTION

      Front Slope - 3:1 maximum

      Back Slope - 3:1 desirable, 2:1 maximum

      Ditch Depth - Flow line 12" min. below base

      Flow line - 1/2% gradient or greater

      Erosion - slopes steeper than 3:1 must be seeded or sodded.

 

RIGHT OF WAY - must accommodate utilities, drainage facilities, and sub-SURFACE conditions.  Waivers may be approved under extraordinary hardship circumstances.

 

CENTERLINE GRADE - 12% maximum for V A  AND V B.

 

PAVEMENT CROWN SLOPE - 3%

 

SIDEWALK - in accordance with "Regulation of Development and Subdivision of Land."

 

V C  DESIGN - Commercial and Industrial development may require higher design standards based upon its size, complexity, location of access points, and traffic generated.

SECTION V.  Class VI Roadways and Process Requirements

 

Article 1.  Road Zones

 

For the purpose of establishing minimum road standards for Class VI Local Roads, the County of Saline shall be divided into three separate zones.  The three zones shall be outlined on a map and said map shall be made a part of the master Street Plan.  Requirements for the zones are outlined in the following three illustrations and in the following text contained herein.

Article 2.  Minimum requirements for Class VI roads shall be as follows:

 

1.    A minimum of fifty (50) foot right-of-way, calculated from the center of the road, shall be required in all instances.  Additionally a ten (10) foot utility and road work easement, five (5) feet on each side from the road beginning where the County right-of-way ends, is required except when curb and gutters are used.

 

2.   The road bed. or crown width, shall be a minimum of twenty-eight (28) feet wide.

 

3.    A minimum crown slope of three (3) inches is required.

 

4.    A minimum of six (6) inches of SB-2 crushed stone, compacted on the road base, is required with the following exceptions:

    

A.  The County Judge, in writing, may authorize a comparable substitute to be used in the place of SB-2 crushed stone.

 

B.  Additional thickness base material will be required in the areas where inadequate sub-surface soil conditions exist.  The County Judge may impose such additional requirements.

5.    No road shall be accepted by the county unless adequate drainage is provided.  Drainage must be designed so that water will not collect or stand at any point in the road right-of-way and any drainage crossing the roadway must have sufficient length and carrying capacity to insure that water will not run across the roadway surface.  Pipe used for drainage will be either reinforced concrete or galvanized corrugated metal pipe.

 

6.    The surface of the road at intersections shall flare on both sides with a radius of 18 feet.  The shoulder width shall carry around the radius.

 

7.    Maximum grade shall be 15%.

 

8.    Minimum angle of intersections shall be 75 degrees.

 

9.    Minimum requirements of grade and angle of intersection may be modified for short distances by the County Judge (in writing) under extraordinary hardship circumstances.

 

Article 3.  Zonal Options

 

1.    Additional requirements for Zone 1 shall be at the discretion of the County Judge.

 

2.    Persons constructing roads in Zones 2 & 3 will be given a choice of two ways of constructing roads.  They must choose one of the following options:

 

A.  The following are minimum requirements for roads constructed in accordance with Option A:

 

1.  A minimum of fifty (50) foot right-of-way, with a ten foot easement as outlined in Article 2, Section 1.

 

2.  Surface width shall be a minimum of twenty (20) feet wide.

 

3.  Shoulder width on each side shall be a minimum of four (4) feet wide.

 

4.  Sloped drainage ditches, with a minimum depth of 15", are required for each side of the road bed and are to be contoured to facilitate the flow of surface water resulting from rain.

 

B.  The following are minimum requirements for roads constructed in accordance with Option B:

 

1.  Curb and gutters are optional.

 

2.  Surface width shall be a minimum of twenty-four (24) feet.

 

3.  Curbs shall be a minimum width of 1.5 feet.

 

4.  Surface water shall run no more than 600' in the gutter before being channeled off the road.

 

3.    Additional requirements for Zone 2 are as follows:

 

A.  A prime coat of at least .3 gallons per square yard.

 

B.  Roads in Zone 2 shall be a minimum of double bituminous surface treatment and shall have been rolled immediately upon application.

 

C.  The County Judge may impose stricter requirements should he deem it necessary

 

D.  Materials and methods shall comply with Arkansas State Highway and Transportation Department applicable specifications.

 

4.  Additional requirements for Zone 3 are as follows:

 

A.  A prime coat of at least .3 gallons per square yard.

 

B.  Hot mix asphalt a minimum of two (2) inches thick after being rolled.

 

C.  The County Judge may impose stricter requirements should he deem it necessary.

 

D.  Materials and methods shall comply with Arkansas State Highway and Transportation Department applicable specifications.

 

Article 4.   Plat Approval

 

The Saline County Planning Board exercises its statutory authority (Act 422 of 1977) to approve plats and engineering drawings and specifications as specified in the Saline County Subdivision Ordinance shown in the following enumerated order:

 

1.  Approval of a preliminary plat subject to;

 

2.  Approval of engineering drawings and specifications for roadways and other improvements related to the preliminary plat and;

 

3.  Approval of a final plat for recordation with the Circuit Clerk/Recorder of Saline County.  Approval of said plat is given provided the roadways and other improvements are constructed substantially in accordance with the engineering drawings and specifications as determined by inspection by the County Road Superintendent.

 

Article 5.   Acceptance of Roads

 

1.  Roads built to county specifications may be offered by the developer for inclusion into the County Road System after the completion of construction.

 

2.  Upon completion of construction, the Saline County Judge may recommend the road or roads for inclusion into the County Road System.

 

3.  County maintenance shall not begin until at least one year after recommendation for inclusion by the Saline County Judge.  At the end of the one year period the County Judge, or the Road Superintendent, shall make an inspection of the work, and shall notify the responsible person or firm of all defects which must be corrected.

 

4.  When said road or roads meet said specifications and all defects corrected, a certification to that affect shall be present to the Quorum Court for enactment of an Ordinance accepting the road or roads for county maintenance.

 

5.  Persons for firms failing to correct defects in roads such as these shall be deemed guilty of a misdemeanor as outlined in Article 6 herein.

 

6.  The acceptance of roads for maintenance by Saline County, when said roads are created by the developer under the subdivision process of Saline County, commits the County to extend its maintenance capability thereto in the same degree as to existing County roads subject to the availability of resources.

 

Article 6.   Penalty For Non-compliance

 

Owners or developers who fail to correct defects in roads, offered for County acceptance, at the end of the one year period shall be deemed.  The County Judge, in writing, may extend the thirty (30) day time limit should it be found necessary.

 

Article 7.  Notification of Road Work

 

The time and date of application of the road surface (bituminous seal or hot mix) will be supplied to the Saline County Judge a minimum of one week before the application in order to allow inspection of the worksite and allow for supervision of application should he deem it necessary.  Owners or developers shall pay the County a reasonable fee for the supervision and inspection.  This fee will be set by the County Judge.

 

Article 8.  Road Names

 

All roads accepted into the County road system shall be named and shall have a road sign at each intersection showing the name of that road and the road intersecting with it.  All road names shall have the approval of the Saline County Office of Emergency Services Director.

 

Article 9.  Flood Hazard Areas

 

1.  A flood hazard area is one subject to a base flood of 100 year frequency as defined by the Federal Insurance Administration and it identified on its "Flood Hazard Boundary Map".

 

2.  No plat of a subdivisions shall be approved that contains lots or building sites in a flood hazard area unless the elevation of the sites for structures are above the level of the base flood.

 

3.  Roads and streets constructed within flood hazard areas shall be designated so that backwater elevation will not exceed 1 foot while experiencing a 100 year frequency flood.

 

Article 10.  Private or Commercial Drives

 

Private or commercial drives will be installed by the company or owner according to the following county specifications:

 

1.  Permits must be secured from the County Judge's Office prior to the installation of all drives where culverts are needed.

 

2.  Culvert pipe used for private or commercial drives will be either reinforced concrete or galvanized corrugated metal,  Minimum pipe size shall be 18".

 

3.  All drives must be constructed and culvert pipes installed so as not to impede the proper drainage of the roadway ditches.

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