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V 30 A R 2 C3 0 0
PULASKI COUNTY PLANNING AND DEVELOPMENT STANDARDS
U
VOLUME I
MASTER HIGHWAY PLAN (YEAR 2000)
Prepared By
N•ETROPLAN, a Council o'f Local Governments,
PULASKI COUNTY PLANNING BOARD
and
PULASKI COUNTY DEPART?:ENT Or
PLANNING AND DEVELOPMENT
Carl McChesney, Director
W. E. "BILL" BEAUMONT, PULASKI COUNTY JUDGE
Adopted September, 1979
The preparation of this report was financed in part
through a comprehensive planning grant from the De-
partment of Housing and Urban Development.
FOREWORD
Metroplan and the Pulaski County Departmnt of Planning and
Development, in cooperation with the Pulaski County Planning Board
are preparing a series of reports entitled "Planning and Developrpnt
Standards" . 'Ihe Master High:lay Plan (Year 2000) is Volum I of this
series. Another Volu-re under development is Volum II, "Control of
Develop, int and Subdivision of Land", an up -date of the current Sub-
division Regulations. Additional volumes will also be prepared in
the future.
ahe Pulaski County Planning Board and the Quoru-,j Court held
several forAral public hearings to obtain is and suggestions
fran the general public. In addition, reefings i, .Xe held with pro-
fessionals in private practice and all city planning cc,;;r:�icsions and
city planning and engineering cfficials within the Carty,
The Pulaski County Plarming Board accepted the IM ter High4ay
Plan (Year 2000) on June 26, 1979 and r nded it to t:-je nulaski
Co•,Inty Quorum Court and Pulaski County Judge 11. B. Bea•_a.-.-Ont. An
ordinance was emacted on Septe_ Ler 25, 1979 and is on file Ln the
zfices of the County Clerk and the Circuit Clerk of Pulaski County,
Arkansas.
MASTER HIGHWAY PLAN (YEAR 2000)
SECTION I - SCOPE
This document sets forth the Pulaski. County Master Highway
Plan (Year 2000), including the minimum right of way requirements
and design criteria, for streets within the unincorporated areas
of the County. The criteria herein established, implement*d in
conjunction with other Pulaski County Planning and Development
standards are intended to effect the orderly growth of the County.
A map entitled "Pulaski County Master Highway Plan Year 2000"
on file in the offices of the County Circuit Clerk and County De-
partment of Planning and Development, together with this document,
shall constitute the Plan. Mapped streets shown on the Plan as
proposed (dashed lines) will ultimately be located within these
corridors based on studies by various government agencies. It
is the primary aurpose of this ordinance to reserve adequate space
for the future Construction of highways, streets, roads and utili-
ties in developing areas.
Hight of way requirements and design standards contained
in the document are consistent with the requirements of the U.S.
Department of Transportationts regulations for cooperative, com-
prehensive, continuing transportation planning processes and are
based upon the recommendations of the Pulaski Area Transportation
Study Policy Committee.
The Pulaski Area Transportation Study Policy Committee was
established by and Agreement of Understanding between the Arkansas
Highway and Transportation Department, 24etroplan, Cities of Little
Pock, North Little Rock, Sherwood and Cammack Village, and Pulaski
County. The Agreement provides for all participating jurisdictions
to adopt the Pulaski Area Transportation Study Plan.
SECTION II - DEFINITIONS
Average Daily Traffic: The average 24-hour volume, being the total
volume during a stated period divided by the number of days in that
period. Unless otherwise stated, the period is a year. The term
is commonly abbreviated as A.D.T.
Developing Area: Any area where there is sufficient open space to
permit full development of streets and utilities on designated
rights of way. Developing areas are substantially unencumbered by
permanent structures.
-2 -
Estate Residential Street: Is a street located outside urban areas
in a low density subdivision where average lot size is at least
20,000 square feet.
Parking Lane: That portion of the paved width designated as a
storage area for vehicles which may become a traffic or bicycle
lane if required by future demand.
Paved Width: Is the total width of a street, inclusive of all
pavement and curb and gutter sections. Sidewalks are not an
integral part of the curb. The paved width shall be considered
to end at the back side of curb.
Plan: Ts the Pulaski County Master Highway Plan set forth in this
document, with the accompanying map, and includes highways, roads
and streets.
Plan Area: Is that portion of Pulaski County which lies outside
the corporate boundaries of municipalities in the County.
Planning Area Boundary: is the line selected by municipal plan-
ning commissions within the permitted jurisdiction of five miles
of first and second class cities and towns or as otherwise limited
by Act 186 of 1957 which delineates the area covered by municipal
plans. (See "urban Area" definition)
Ri ht of Way: Is property required, by easement, dedication, or
platting, to be set aside for utilization by the public for streets,
sidewalks, utilities and drainage facilities.
Richt of Way Line_: Is the outside boundary of the right of way.
It is to division line between public and private property.
Road, County: A highway, street or road which provides a combina-
tion of mobility or laid access, according to its functional classi-
fication and is built to County standards, dedicated to the County,
and accepted for maintenance by the County Judge.
Road,
their
Such
been
Public: A road or street open to the general public for
use, width may not have been built to County standards.
roads may have been dedicated to the public but have not
ac-cepted by the County for perpetual maintenance.
Traffic Lane: Is that portion of the paved width exclusively re-
served for the movement of a single lane of motor vehicles.
Traffic Volume: The number of vehicles passing a given point
during a specified period of time.
Turning Lane: Is that portion of the paved width which is re-
served.for vehicles preparing to turn off of the street con-
taining the mentioned lane.
-3-
Urban Area: The extra -territorial planning areas of the cities
in which urban design standards must be utilized. These areas
are shown on maps on file in the offices of the County Circuit
Clerk and County Department of Planning and Development.
Utility Space: Is the area on the outer limits of the right of
way, beyond ditches or curbs, which is designated for utility
structures.
SECTION III - RESPONSIBILITIES AND AUTHORITY OF THE COUNTY
PLANNING BOARD AND THE DIRECTOR OF PLANNING AND DEVELOPMENT
DEPART14ENT
It shall be the County Planning Board's responsibility to-
gether with the Deirector, Department of Planning and Development
to
i. interpret, coordinate and guide implementation of
the Plan.
2. review the suitability and approve all street and
roadway drainage projects proposed by private de-
velopers. Review and coordinate all highway, street
and road projects proposed by the Arkansas Highway
and Transportation Department and municipal govern-
ments affecting the Master Highway Plan.
3. approve variances in construction standards of
County projects where conditions warrant and
assist in the programming and scheduling of road
projects.
SECTION IV - 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 service or purpose into
classes or systems according to the character of service they
are intended to provide.
P
-4-
The six (6) functional classes by levels of service that are
hereby made applicable to the network of public highways, roads
and streets in Arkansas are as follows:
CLASS
RURAL
MTNICIPAL
LEVEL
NO.
SYSTEM'
SYSTEMS
OF SERVICE
I
Interstate
Interstate
Provide Basic Interstate Service.
Freeways
Freeways
Link I:ajor Cities.
II
Other
Other
Provide High Level of Interstate
Principal
Freeways &
and Intrastate Service, Connect,
Arterial
Expressways
Major Generators of Traffic,
Highways
Serve Trans -State Travel to, and
through Principal Cities,
III
Minor
Other
Provide a System for the Major
Arterial
Principal
Traffic Generators within a City
Highways
Arterials
(or County)
Streets
IV
Major
Minor
Provide Connections to and through
Collector
Arterial
the Large Centers of Population
Roads
Streets
within the State.
V
Minor
Collector
P_ovide Inter -County Service,
Collector
Streets
Serve the Economic and State Park
Areas not served by a Higher System;
Collect and Distribute Traffic to
and from Major streets, Provide
Intra -County Service to and into Popu-
lation Centers and other Recreational
and Industrial Areas.
VI
Local
Local
Service Small Rural Communities;
Roads
Streets
Provide Access to Residential Areas,
Subdivisions, and Neighborhoods with-
in Cities; Provide Direct Access to
Adjacent Properties in Rural Areas
and within Cities.
SECTION V - RIGHT OF WAY AND GEOMETRIC DESIGN STANDARDS
The following table and five figures contain minimum right
of way requirements and geometric design standards for Class II
through VI. Standards are not shown for Interstate Highways
(Class I) since there are no new ones planned for the County
through year 2000.
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CLASS
_ LJQgAN PQ/NC/P.4L /4QTf04L/i�UQ,4L /I�%/NO2 �l_�TE,Q/Q L
100' a/v
/!v' 24' /lJ'
12TA- /A//T/AL 6W,4 r-
4.
�ti '.\�\.G/+1\�Yi/��\ .. -,• •. ... _.. %/I�YJ v!�%f 1\�• - :::•.• •:.::: : •.•..•.......,•.. �rri�Y��" .fid, I.s'11
t��.'•f/+\\7:'/\�• /\��ri/I '+i1 lf�'yr'lG.�/�y��1'%v'IjW,!/4!
=/3- IM,4L STAG'C-
S :AGE CONSTRUCTION IS F.BCO& ENDED:
Stage A - 2 lanes: 0-6,000 A.D.T. (Year 2000)
Stage 3 - 4 lanes divided: 6,000-30,000 A.D.T. (Year 2000)
?OA-DWAY DITCHES -
III A-INITIAZ STAGE
Front Slope -
6:2 for traffic safety and stage
construction of III 3 -FINAL STAGE
Back Slope -
4:1
Ditch Depth -
Flowline 12" min. below base
Mlowline -
-9% 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 201, extending 250' from
the centerline of intersecting arterials
and collectors. [Waivers may be approved
under extraordinary hardship circu.�;stances.
CO?iTROL OF ACCESS
- Median cuts only at intersections with
arterials and collectors.
CENTERLINE GPA -r -,E -
9% maximum
PAVEMENT CROWN SLOPE - 3%
-9—
CZ,499 p
UaOWI C0LL2cC7W1RUZ4L IVIAA22 MZ_ -1NIJUGT21gL
70' Mi,v.
lr,rv,��r yah .n\\vr.�
_VA - ,0U -,U L 0,, 71- OAl
3�" u
-75 - UO3A,v 01-2r�e2N
70 ' /Aii./.
L_ T2 IAL
DESIGN TRAFFIC - 0-5,000 A.D.T. (Year 2000) for V A a_ -:d V B
ROADWAY DITCHES - V A - PUP-Ai.L OPTION
Front Slope - 3:1 maximum
Back Slope - 3:1 desirable, 2:1 maximum
Ditch Depth - Flowline 12" min. below base
Flowline - ass gradiant or greater
Erosion - slopes steeper than 3:1 must be
seeded or sodded.
RIGHT OF i,'AY — must accoi-iLmodate utilities, drainage
facilities, and sub -surface conditions.
[Vaivers may be approved under extraordinary
hardship circumstances.
CENTERLINE GR.L.DE - 121, maximu.:.1 for V A and V 3
PAVEMENT CRO[';;; SLOPE - 3X
SIDEWALK - in accordance with "Regulation. of Development
and Subdivision of Land".
V C DESIGN - Commercial and Industrial developments may
require higher design standards based upon
its size, complexity, location of access
• points, and traffic generated.
• CL•455 �
,COC L.
6 O' MIA1.
28'
ffQ -Z 5 TATE R,6-5/ZEM77AL
5 0' MSN.
27.
■ ; ray r
%nom S iir�t/JJ., . T7�7
��✓ �� i
F.6URBAIV k�E5/0ENT1.41_
LSSIGJ: TF;.?c'FIC - 0-2,500 A.D.T. (Year 2000)
:=Y L=T CKES - VI A -ESTATE P.ESID-E TIA',
Frcnc Stove - 3:1 desirable, 2:1 maxir::un
Bac-: Slope - 3:1 desirable, 2:1 maxinu.^
Ditch Depth - Flo,., -line 18^ nin. below base
F1o;•,'line - ;- gradiant or greater
Erosion - slopes'steeper.than 3:1 must be
seeded or sodded.
FIG�'1 OF W 's -Host acco::-
,odat_ utilities, drainage
facilities, sub -surface conditions.
Waivers may be approved under extra-
ordinary circumstences.
CEN'FEBLIJ;E GRADE - 15% naxi,'-7u.-!
PAVEMEJJT Cr'O�J!J SLOPE - 3%
PAVED WIDTH - shall be based upon size and density of
development, internal circulation plan of
deVelopncnt, forecasted traffic volur^e 2'2"
safety considerations. i'.ot,_=ver, in no cap_
1 t , 7V ' r.rr
nsv_:: Width:;� ess 1'ar. •• -
. rtr, a.,-� 241 for VI .. L Pr�li�..
-'i---
SECTION VI - DESIGN
Thickness Requirements for Flexible Pavements
Thickness for all flexible pavements, Classes III through
VI, may be determined by soil tests run by a reputable testing
laboratory. The test shall include characteristics for identi-
fying Public Roads Administration (P.R.A.) soil groups and the
Hveem Stabilometer Resistance Value of the subgrade materials as
determined by a reputable testing laboratory. When such Hveem
Stabilometer tests, are not available, the developer's engineer
shall be permitted to select resistance value from a diagram show-
ing the correlation between P.R.A. soil groups a,nd the Hveem
Stabilometer Resistance Value. Soils having an -approximate Hveem
Stabilometer Resistance Value of twenty (20) as determined above
is the basis on which the following standards are established.
The Standard Pavement as outlined in these specifications
shall be defined as two inches of compacted Asphaltic Concrete
Hot Mix Surface Course (Item 408) placed on six inches of Compact-
ed Crushed Stone Base Course (SB -2, Item 306) or Gravel Base (GB -2,
Item 305) conforming to Arkansas Highway and Transportation Depart-
ment Standard Specifications (1978) as amended. x,11 types of flexi-
ble pavements, including soil cement stabilization with asphalt
surfacing, shall be permitted providing, in the opinion of the
County Engineer, the plans and specifications and construction
will define and will result in pavement of equal or greater sta-
bility. The total thickness shall be determined by the methods
outlined in the specifications.
Classification
Controlling
Recommended
Total Thickness (Inches of
Of Streets
v1eel Load
Traffic Index
Standard Flexible
Pavement
III
10,000 lb.
7.
16
IV
8,000 lb.
6
13
V
6,000 lb.
5
10
VI
4,000 lb.
4
8
No soil test shall be required exce?t if in the opinion of the
County Engineer the Hveem Stabilometer Resistance Values be less
than twenty (20). Should the Hveem Stabilometer Resistance Values
be less than twenty (20), the above standards shall not govern,
and the total pavement thickness shall be determined based on the
test results. Should the Hveem Stabilometer Resistance Value be
greater than twenty (20), the above standards shall be modified
as determined by test results, but in no case shall the total
thickness of the standard flexible pavements be less than eight
inches.
-12 -
General Requirements for Storm Sewers and Drainage Facilities
The capacity of all storm sewers and drainage facilities shall
be determined by using a rational approach, giving due con-
sideration to rainfall intensity, soil characteristics, proper
run-off coefficients, slope, and the hydraulic properties of
the pipes and drainage facilities used. Interceptors should
be placed at intervals generally not to exceed six hundred (600
linear feet, except under special conditions as approved by
the County Engineer.
Design rainfall intensity shall be based on four inches (4")
per hour except in new subdivisions, where the rainfall inten-
sity shall be based on a time of concentration of at least a
once in ten (10) year expectancy as determined from local rain-
fall records. The minimum design velocity shall not be less
than two and one-half feet (2z') per second. The maximum de-
sign velocity should not exceed six (6) feet per second for
unpaved road ditch sections. Where design velocities exceed
six (6) feet per second, ditch stabilization measures such as
sodding will be required. Where design velocities exceed ten
(10) feet per second, roadway ditches shall be stabilized with
impervious materials, such as concrete, asphalt, stone or manu-
factured rip rap.
Construction Quality Control
A registered professional engineer or an independent testing
laboratory must certify, to the Department of Planning and
Development, that the following minimum standards for quality
and quantities of construction have been --et.
The base course must be compacted to a 957 standard proctor
density prior to placement of any surfacing. Core samples
for the determinatiorL of density and quantities may be re-
quired at the developer's expense. Nuclear testing methods
will be allowed for determination of densities. Copies of
test results shall be provided to the Department of Planning
and Development. The developer will repair cuts made in
taking samples at his expense.
Geometric Design
The developer shall provide certification by a registered en-
gineer that dimensions are substantially in compliance with
the standards for geometric design, and that no slope or
gradient exceeds the maximum standards for slope and grade.
Brite
All bridges and culverts constructed in Pulaski County shall
be in accordance with Arkansas Highway and Transportation Depar
MW10
ment specifications for "H-15" loading for Class V and VI
and "H-20" or greater loading for Classes II, III and IV or
as recommended by the Arkansas Highway and Transportation
Department, before they will be accepted for dedication to
the County system.
SECTION VII - CONSTRUCTION METHODS AND MATERIALS
The Standard Specifications for Highway Construction, Arkansas
Highway Commission, Edition of 1978, as amended, shall be adopted
as the Standard Specifications for Pulaski County except as amend-
ed by Section VI of this Ordinance.
u
LIST OF EXIST'ING AND PROPOSED
EXPRESSWAYS, ARTERIALS AND COLLECTORS
AND
MASTER HIGHWAY PLAN MAP
� PULASKI COUNTY
MASTER HIGHWAY PLAN
YEAR 2000
CLASS II EXPRESSWAYS/PARKWAYS
j NAME
I EXISTING
FROM
TO
Yid es
1. Maumelle Expressway
SH 365
I
430
6.6.
(Maumelle Blvd.)
SH 365
Crystal Hill Rd.
,3:2)
(Crystal Hill Rd.)
t
Maumelle B1Vd.
I
430
;3.4)
1
i
I
i
Sub Total
u
6.6
NAME
PROPOSED
FROM
TO
rales
1. West Pulaski Parkway
SH 10
Rock
Creek Parkway
6.9
(Ferndale Cut -Off)
SH 10Denny
Rozd
(1.8)
(Denny Road)
Ferndale Cut -Off
Kanis
Road
(3.8)
(Kanis Road)
i
Denny Road
Rock
Creek Parkway
(1.3)
SubTotal
6.9
i
TOTAL
13.5
PULASKI COUNTY
MASTER HIGHWAY PLAN
YEAR 2000
CLASS III RURAL MINOR ARTERIALS/URBAN PRINCIPAL ARTERIALS
NAME
EXISTING
FROh1
TO
11ILES
I. Geyer Springs Road
City Limits
Prcposed Ext.
0.8
2. Hilaro Springs Road
I-30
Baseline Road
0.8
3. Lawson Road
Crystal Valley Road
David O'Dodd Road
3.0
SubTotal
4.6
n �
ROPOSED
F-I
FROM .�T—TO
MILES
yer Springs Rd. Ext.
Geyer Springs Road
Green Road
0.5
. Odom Arterial
Circles New Town
Maumelle Expressway
3,8
3. Pratt Arterial
(Pratt Rd.)
US 65/167
SH 111
10.0
(Green Rd.)
(New Section)
SH 367
Chicot Road
US 65/1673.0
Hilaro Springs Rd.
( )
(2.0)
(New Section)
SH 111
Green Road
Green Road
(4.5)
Pratt Road
(0.5)
4. West Belt Freeway
(Crystal Valley Road)
SH 10
Raines
I 30
10.9
(S. Katilius)
(hew Section)
SH 10
Lawson
Taylor Loop
(1:3)
(0.6)
(New Section)
Lawson Road
Raines
S. Katilius
(6.0)
I 30
(3.0)
SubTotal
25.2
PULASKI COUNTY
MASTER HIGHWAY PLAN
YEAR 2000
CLASS IV RURAL
MAJOR COLLECTOR/URBAN MINOR ARTERIAL
NAME
EXISTING
FROM
TO
I•:'iles
1. Batesville Pike
AZR City Limits
Tom Box Road
3.0
2. Bracy Road
SH 367
Mail Route Road
2.0
3. Brookwood Drive
SH 107 1
S. City Limits
1.8
4. Chicot Road
Baseline/LR City Lxts.
LR City Lmts./S. Co.Ln 2.5
5. Col. Glenn Road
LR City Limits
S. County Line
9.0
6. Daugherty
SH 365
,'est to Extension
0.5
7. Dreher Road
SH 338
Oak Hill Road
2.3
8.' Edgewood Drive
Maumelle Blvd.
Millwood Drive
1.0
9. Ferndale Cut -Off
Kanis Road
Denny Road
2.3
10. Frazier Pike Road
LR City Limits
South 4.5 miles
7.8
Asher Road
East 1.5 miles
LR City Limits
LR City Limits 1.8
11. Geyer Springs Road
Class III Geyer Sprgs.
Hilaro Springs Road
1.0
12. Hilaro Springs Road
IV Geyer Springs Rd.
Baseline Road
2.0
13. Hillard Road
I 430
SH 365
14. Ironton Road
Oakhill Road
Bingham Road
1.5
3.1
15. Jacksonville Cato Road
Batesville Pike
East to Extension
1.8
16. Jacksonville Cut -Off
SH 1107
Jacksonville City Lmts
1.8
17. Kanis Read
JLR City Limits
W. Pul. Pkwy. 3 miles
14.0
W. Pul. Parkway
S. Co. Line 11 miles
18. Kellogg Acres Road
Batesville Pike
SH 107
2.0
19. Lawson Road
Crystal Valley Road
S. County Line
6.0
20. Mabelvale Cut -Off
Mabelvale
LR City Limits
2.5
21. Mabelvale Pike
i•Sabelvale
North 2 miles
2.5
LR City Limits
LR City Lmts. .5 miles
22. Mabelvale West Road
Mabelvale
I 30
23. Otter Creek Road
SH 5
I 30
1.0
24. Pinnacle Valley Road
_
SH 300
S. Riverfront
1.0
4.5
25. Sardis Road
Mabelvale
S. County Line
3.0
26• Shackleford Road
SH 5
R City Limits
1.5
27• St. Charles Roadenr.
Y Road
North to Extension
1.3
PULASKI COUNTY
MASTER HIGHWAY
PLAN
YEAR 2000
CLASS IV RURAL 14AJOR
COLLECTOR/URBAN MINOR ARTERIAL ( con't.)
NAME
EXISTING
FROM
TO
]files
28.
Tom Box Road
Batesville Pike
.SH 107
3.5
29.
Vimy Ridge Road
S. County Line
I 30
1.5
30.
Vinson Road
Pratt Arterial,
SH 367
1.1
31.
West Baseline Road
SH 5
West to Estension
2.5
32.
Willow Springs Road
Pratt Arterial
SH 367
1.5
33.
Woods Road
SH 365
Edgewood Drive
1,3
34.
145th Street
US 65/167
SH 365
3.0
SubTotal
101.0
PULASKI COUNTY
MASTER HIGHWAY PLAN
YEAR 2000
CLASS IV RURAL MAJOR COLLECTORS/URBAN MINOR ARTERIAL
NAI'F
j PROPOSED FROM
TO biles
i
j
1. Alexander MC
(Alexander Rd.)
(Bunch Road)
(New Section)
2. Bowman 14C
(Bow Wan Road)
(David O'Dodd Rd.)
(Raines Road)
(New Section)
(New Section)
3. Daugherty Extension
4. Frazier Pike Estension
(New Section)
(NEW Section)
5. Jacksonville Cato Ext.
6. John Barrow Extension
7. Marche MC
Warche Lateral)
(Marche Road)
(Short Marche Road)
(Count Massey Road)
(New Section)
8. Maryland Extension
(New Section)
(New Section)
9. 14illwood Circle Ext.
10. Millwood Drive Ext.
H. Otter Creek Extension
12. Raines MC
(New Section)
(New Section)
(Raines Road)
13. S. Riverfront Parkway
(County Farm Road)
(New Section)
(New Section)
S. County Line
S. County Line
LR City Limits
Sardis Road ,
LR City Limits
LR City Limits
.3 miles S. of Lawson
SH 5
David O'Dodd
Col. Glenn Road
Daugherty Road
SH 355
Point 1.5 miles E. off
Asher
Point 1.8 miles E. of
Batesville Pike
LR City Limits
SH 365
Marche Road
Marche Lateral
I;oPac RR
Maumeile Expressway
Count Massey Road
Maryland Road
Jacksonville City Lmts
Mau=elle Road
Edge*.good Road
SH 5
Lawson Road
Lawson Road
Raines Road
Lawson Extension
LR City Limits
Pinnacle Valley Dr.
LR City Limits
LR City Limits
LR City Lim -its
0.8
4.3
Sardis Road
(3.3)
]•lest to Estension
(0.3)
Bunch Road
(0.5)
SH 5
5.4
Col. Glenn Road
(2.8)
South to Extension
(0.6)
North to Extension
Raines Road
(1.3)
IV David O'Dodd
(0.3)
SH 338
0.3
2.1'
Asher Road (0,8)
North to Frazier Pikel(1.3)
SH 107
0.8
Mabelvale Pike
0.8
Maumelle Expressway
5.5
SH 365
(0.8)
MoPac R.R.
(0.5)
South to Extension
(1.0)
North to Extension
(2.5)
Short I4arche
(0.8)
2.6
Jacksonville City Lmts
(0.1)
Jacksonville Cato Rd.
(2.5)
Millwood Drive
1.5
Odom Blvd.
1.0
S. County Line
0.8
Bowman Road
Raines Road
(2.0)
Bowman Road
(0.5)
Bowman Extension
(4.0)
LR City Limits
2.4
East to Extension
(2.0)
County Farm Road
(0.1)
Pinnacle Valley Rd.
(0.3)
PULASKI COUNTY
MASTER HIGHWAY PLAN
YEAR 2000
CLASS II
Existing
Proposed
CLASS III
Existing
Proposed
CLASS IV
Existing
Proposed
CLASS V
Existing
Proposed
Existing SubTotal
Proposed SubTotal
TOTAL
A
MILES
SubTotal 6.6
SubTotal 6.9
TOTAL 13.5
SubTotal 4.6
SubTotal 25.2
TOTAL 29.8
SubTotal 101.1
SubTotal 39.9
TOTAL 141.0
SubTotal 179.1
SubTotal 22.1
TOTAL 201.2
291.4
94 . 1
385.5
PULASKI COUNTY
-�
MASTER HIGHWAY PLAN
YEAR 2000
CLASS IV RURAL MAJOR COLLECTORS /URBAN MINOR ARTERIAL (con't.)
NAI CIE
PROPOSED FROM � TO
Miles
14. St. Charles Extension Gordon Road Crystal Valley Art.
2.5
15. Sixty Fifth St. Ext. Bowman MC LR City Limits
2,8
(David O'Dodd) Bowman MC I 430
(0.4)
(Laaehart Riad) SH 5 John Barrow Ext.
(p,g)
(New Section) I 430 SH 5
(0.8)
(New Section) John Barrow Ext. LR City Limits
(0,8)
16. W. Baseline Extension W. Baseline Road Lawson Road
4.5
17. jest 36th Street Bowman MC Crystal Valley Art.
3.0
Sub Total
39.9
--i
i
i
•i
i
l
i
I
PULASKI COUNTY
MASTER HIGHWAY PLAN
YEAR 2000
A' CLASS V RURAL 11INOR COLLECTOR/URBAN COLLECTOR
NAIE-
EXISTING
j__FROM
TO
I. Asbury Road
2. Asher Road
3. Barrett Road
4. Batesville Pike
5. Beauchamp Road
6. Bethel Cut -Off
7. Bingham Road
8.. Brewer Road
9. Bringler Drive
10. Brush Island Road
11. Campbell Road
12. Carmichael Road
13. Carnahan Drive
14. Case Road
15. Centennial Road
16. Chicopee Trail
17. Cleland Road
18. Clinton Road
19. Coffelt Road
20. Col. Carl Miller Road
21. Col. Maynard Road
22. Cooper Orbit Road
23. Crystal' Hill Road
24. Dick Jeter Road
25. Dorsey Road
26. Dreher Cut -Off
27. Eanes Road
28. East Justice Road
29. Edswood Road
30. Eureka Garden Road
31. .Faulkner Lake Road
Kanis Road
Case Road
SH 10
Tom Box Road
Col. Glenn Road
Jacksonville/ConwEy
Ironton Road
Mail Route Road
1'aumelle Boulevard
SH 161
SH 130
Tadpole Road
Maum-elle Boulevard
SH 365
Roderweis Road
Crystal Valley Road
SH 107
SH 365
SH 161
W. Baseline Road
SH 130
Kanis Road
140
Jacksonville City Lmt:
Batesville Pike
Oakhill
Smokey Lane
West Justice
W. Pul. Parkway
Eanes Road
NLR City Limits
iles
LR City Limits
0.3
SH 386
5.0
SH 300
2.5
Cleland Road
5.3
Lawson Road
2.0
Republican Road
0.6
.1 miles E. US 65/167
1.5
North to Extension
0.1
Bringler Drive
0.1
Sherwood City Limits
1.1
h7LR City Limits
0.4
Lonoke County Line
3.5
South to Extension
0.1
Asher Road
1.0
Maddox Road
3.5
East to Extension
0.5
Lonoke County Line
5.3
lit. Vernon Cut -Off
2.5
Lonoke County Lire
1.0
Raines Road
1.0
Steel Bend Road
4.5
Col. Glenn Road
3.0
T 430
1.3
Wooten Road
1.0
Fortson Road
2.5
US 65/167
0.8
US 70
3.6
Lonoke County Line
4.0
Pride Valley Road
0.5
I 40
1.3
Walkers Corner Road
6.5
PULASKI COUNTY
MASTER HIGHWAY PLAN
YEAR 2000
1
CLASS V RURAL, MINOR COLLECTOR/URBAN
COLLECTOR (con't.)
I
EXISTING
P34-Fourche
FROI4
TO
ulkner Road
Col. Glean Road
Lawson Road
F1
rncliff Road
Kanis Road
S. County Line
1.5
Dam Pike
LR City Limits
Nest to Extension
1.5
1.5
35. Gamble Road
Kanis Road
LR City Limits
0.4
36. Garrison Road
SH 10
Ferndale Cut -Off
6.0
37. German Road
SH 365
South to Dreher Ext.
0.3
38. Hatcher Road
Tom Box Road
SH 107
1
2.5
t
1
39.:'Heinke Road
Mabelvale Cut -Off
S. County Lire
1,8
40. Hilaro Springs Road
Geyer Springs Road
Green Road
1.5
41. Ironton Cut -Off
SH 107
ISH
Ironton Road
2.5
42. Jacksonville/Conway
107
Sayles Road
4.5
43. James Road
Oak Grove Road
Clinton Road
1.4
144. Jim Fall Road
Jacksonville/Conway
Tom Box Road
1.0
X!j45. Johnson Ranch Road
SH 10
S. -To Forest Lane .Ext.
0.6
46. Land-zark .oad
Sh 367
Atwood Road
1.8
47. Legion Hut Road
148.
I•:abelvale Cut -Off
LIR City Limits
0.6
Maddox Read
Tom, Box Road
SH 161
49. Mail Route Road
SH 367
5.0
Ironton Road
1.5
50. Tann Road
Mabelvale
Baseline Road
1.6
51. Marche Road
SH 365
Marche Lateral
0,8
52. :arsh Road
Col. Glen Road
Lawson Road
1.0
53. McDonald Road
SH 365
West
to Collector B
2.5
54. Mill Road
SH 294
North to Extension
0.3
55. Mitchell Road
Faulkner County Line
Fortson Road
1.0
56. I4t. Pleasant Road
Carmichael Road
Cleland Road
0.5
57. 24undo Road
SH 365
11arche Lateral
1.3
58. Murphy Drive
Maumelle Boulevard
South to Extension
1.0
59. Nix Road
Kanis Road
LR City Limits
0.4
60. Noble Road
Fortson Road
Batesville Pike
2.0
61. Oak Dale Road
Kellogg Acres Road
SH 107
1.5
62. Oak Grove Road
ewis Ecad
James Road
1.5
PULASKI COUNTY
1 MASTER HIGHWAY PLAN
YEAR 2000
j
s
CLASS V RURAL MINOR COLLECTOR/URBAN COLLECTOR (con't.)
NIKE
EXISTING f FROM i0 I-iles
63.
Old Highway 30
SH 130
Walkers Corner Road
1.6
64.
Old highway 67
Fairfax
S. City Limits
2.0
65.
Peters Road
Centennial Road,
SH 161
5.8
66.
Pride Valley Road
LR City Limits
Edswood Road
1.0
67.
Peck Road
Baseline Road
Hilaro Springs Road
0.6
68.
Republican Road
Jacksonville/Conway
US 67
8.0
69.
Rode,;eis Road
Batesville Pike
Tadpole Road
2.5
70.
Poland Cut -Off
SH 300
SH 300
3.3
71,
Schlenker Road
SH 365
German Road
0.3
72.
Bingley Road
S. County Lire
SH 367
1.3
73.
Smokey Lane
Fairfax
US 67
0.5
74.
Southeastern Avenue
Wooten Road
SH 294
1.9
75.
Sparks Road
Lawson Road
S. County Line
2.5
76.
Steel Bend Road
SH 161
SH 161
4.4
77.
Stewart Road
Kanis Road
Burlingame Road
1.0
78.
Sullivan Road
Lawson Road
Raines Road
1.3
79.
Sunset Lane
SH 338
South to Extension
0.6
80.
Tadpole Road
Peters Road
SH 107
1.5
81.
Tates Dill Road
Batesville Pike
SH 107
1.5
82.
Taylor Loop
S. Katilius
Montgomery
0.8
83.
Taylor Road
Burlingame Road
South to Extension
0.8
84.
Tom Box Road
SH 107
Maddox
0.4
85.
Walkers' Corner Road
US 70
SH 161
5.4
86.
Walnut Grove Road
Col. Glenn Road
North of Kanis
0.9
87.
1•?arren Street
Mabelvale Cut -Off
North to Extension
1.0
88.
Wilderness Road
Mann Road
I:abelvale Cut -Off
0.6
89.
Wooten Road
SH 161
Valentine Road
3.1
90.
Collector A
Green Read
North to Chicot/Geyer
Springs Connection
0.5
91.
Collector B
145th Street
Bingham Extension
1.8
Sub Total
79.1
1
j
PULASKI COUNTY
MASTER
HIGHWAY
PLAN
YE" Ak 2000
CLASS V RUPkL
COLLECTOR URBAN
MINOR COLLECTOR
/ EC10R
N; ? �,
j
PROPOSED
F R0IMM,
iTO
---------------------------------es
1.
Bingham Extension
Bingham Road
McDonald Road
,4
1 2.
I
Brewer Extension
Brewer Road
Ironton Cut-Off
1,3
3.
Carnahan Drive extension
Carnahan
Maumelle Boulevard
.5
( 4.
Chicot/Geyer Spr. Con.
Chicot Road
Geyer Springs Road
1,0
3
5.
Col. Carl 2.1iller Ext.
Col. Carl Miller Rd.
Chicopee Trail
1.5
6.
Edswood Road Ext.
Edswood Road
W. 36th St. Ext.
,6
7.
Fourche Dam Pike Ext.
Fourche Dam Pike
SH 338
.1
8.
s
German Road Extension
Dreher Cut-Off
German Road
1,3
9.
-Gordon Road Extension
Gordon Road
W. Pulaski Parkway
1.5
10.
Grove Road Extension
Grove Road
W. Pulaski Parkway
.8
11.
Henscn Road Extension
Henson -Road
W. Belt Freeway
,g
12.
Hilaro Springs Ext.
Hilaro Springs Road
Atwood Road
,6
13.
Hill Road Extension
Hill Road
Graham Road
,g
14.
Iro:ston Cut-Off Ext.
Ironton Cut-Off
SH 107
,5
15.
Land=ark Extension
Landmark Road
Singley Road
,4
16.
Mail Route Road Ext.
Mail Route Road
Bracy Road
,3
17.
Murphy Drive Extension
Carnahan
Maumelle Boulevard
.5
18.
Neely Road Extension
Neeley Road
Lonoke County Line
.8
19.
Oak Grove Extension
SH 365
Lewis Road
.5
20.
Otter Creek Drive
W. Baseline Road
W. Baseline Road
1.0
21.
St. Charles Extension
St. Charles
id. Pulaski Parkway
1.8
22.
Sullivan Road Extension
Raines Road
14. Baseline Road
1.1
23.
Sunset. Lane Extension
Sunset Lane
LR City Limits
.1
24.
Taylor Loop Extension
SH 10
Taylor Loop
1.5
25.
Taylor Road Extension
Taylor Road
Col. Glenn Road
.8
26.
Warren Extension
Warren Street
SH 338
.1
27. Vililloa Springs Ext.
Hilaro Springs Rd.
Willow Springs
.3
Sub Total
22.1