---
date: 
source: 2026-02-09_Regular_Council_Meetings/Downtown_Stockbridge_Pedestrian_&_Bicycle_Study
---

CITY OF STOCKBRIDGE
DOWNTOWN PEDESTRIAN &
BICYCLE CONNECTIVITY
STUDY


SCOPING PHASE
SEPTEMBER 2023




 Prepared for:




 Prepared by:
 Acknowledgements
 City of Stockbridge Mayor and City Council
 Anthony Ford, Mayor

 Lakeisha Gan , Councilwoman

 Alphonso Thomas, Councilman

 John Blount, Councilman

 Yolonda Barber, Councilwoman/Mayor Pro Tem

 Elton Alexander, Councilman




 Steering Committee
 Yolonda Barber, City of Stockbridge Councilwoman/Mayor Pro Tem

 Alphonso Thomas, City of Stockbridge Councilman

 Kellie Russell, City of Stockbridge Grants Administrator

 Kim Allonce, City of Stockbridge Economic Development Director

 Jeremy Goodwin, City of Stockbridge Assistant Public Works Director

 Decius Aaron, Public Works Director

 Kira Harris-Graggs, City of Stockbridge Main Street Program Manager

 Andrea Burne , Main Street Business Owner




 City of Stockbridge Staff
 Frederick Gardiner, AICP, Stockbridge City Manager

Ryan Anderson, City of Stockbridge Interim Community Development Director/Chief Planner

 Gordon Linton, City of Stockbridge Planner
 1
    Contents
`

    I Overview .................................................................................................................. 2
    II Existing Conditions................................................................................................... 9
    III Impact Analysis ..................................................................................................... 13
    IV Detailed Project Costs ........................................................................................ ...25
 2
 I.           Overview
`

    Project Name
    Downtown Pedestrian and Bicycle Connectivity Study
    Project Location                                                        Contact Information
    City of Stockbridge, Henry County
 Ryan Anderson,
    Project Sponsor                                                         City of Stockbridge
    City of Stockbridge                                                     4640 North Henry Boulevard
 Stockbridge, GA 30281
    Need and Purpose Statement                                              randerson@cityofstockbridge-ga.cov
    Located in the center of Stockbridge, the proposed corridors serve      770-389-7900
    to connect the City’s downtown district, Stockbridge City Hall, and
    Clark Community Park, along Burke Street, Lovejoy Street, Love
    Street, Jim Clark Drive, and SR 42/N Henry Boulevard. The existing pedestrian facilities are in substandard
    condition, lack connectivity, and suffer from ADA non-compliance. Bicycle facilities are do not existing
    within the project study area.
    Along Burke Street, narrow sidewalks along the west side of the street do not include any pedestrian
    connections to the east, toward store fronts along M.L.K. Heritage trail or towards City Hall. These
    sidewalks are not ADA compliant, and the character of the facilities do not match those along M.L.K.
    Senior Heritage trail. Lovejoy Street does not have any pedestrian or bicycle accommodations, forcing
    vehicles, bikes, and pedestrians to share the road, or find alternate routes of travel. Presently, the
    downtown areas along M.L.K Heritage Trail are separated from City Hall by railroad tracks, and the SR
    42/Henry Boulevard overpass. This heavily traveled overpass include narrow sidewalks, directly adjacent
    to travel lanes, only on the south side. There is currently no pedestrian connection from the study area
    to the south side of this overpass.
    When constructed, the Downtown Pedestrian and Bicycle Improvements will represent a vital extension
    of the downtown pedestrian network, and creation of a bicycle network in the downtown area. The
    project will also promote an alternative mode of transportation by providing continuous sidewalks and
    bicycle facilities throughout the corridors, and create a unified look throughout the City.

    Description of Proposed Project
    This project is located completely within the City of Stockbridge and is 3,800 linear feet in length.
    Improvements along Burke Street will start at N Henry Boulevard/US 23, and continue north to
    Parkwood Drive. Improvement on Burke Street will include concrete curb & gutter, and asphalt
    shared use path along the west side, concrete/paver sidewalks along the east side, along with
    pedestrian lighting, street trees and landscaping. Back in angle parking is also proposed along the
    east side of Burke Street. Improvements along Lovejoy Street will start at Love Street, and continue
    north to Burke Street. Improvements on Lovejoy Street include concrete curb & gutter, concrete
    sidewalk, pedestrian lighting, street trees, and parallel parking along the west side. Improvements
    along Love Street will start at Burke Street, and continue east to E Atlanta Road. Improvements on
    Love Street will include concrete curb & gutter, concrete/paver sidewalks along both sides (south
    side only east of Lovejoy Street), pedestrian lighting and street trees, and an ADA compliant at-grade
    crossing of Norfolk Southern Railroad with quad gates and concrete grade crossing system with
 3
 I.          Overview
`

    flangeway fillers. A pedestrian bridge is proposed, spanning M.L.K. Heritage Trail, two Norfolk
    Southern Railroad tracks (including span over two future siding tracks), and Ward Street.



    Is the project in a Non-attainment area?
    No

    Does the project impact the ARC Model?
    No
    Functional Classification
    Local Road and Street: Burke Street, MLK Sr. Heritage Trail, Lovejoy Street, Love Street, Jim Clark Drive
    Principal Arterial: N Henry Boulevard
    US Route Number
    Not applicable to Burke Street, MLK Sr. Heritage Trail, Lovejoy Street, Love Street or Jim Clark Drive; N Henry
    Boulevard is US-23
    State Route Number
    Not applicable to Burke Street, MLK Sr. Heritage Trail, Lovejoy Street, Love Street or Jim Clark Drive; N Henry
    Boulevard is SR-138
    Traffic
    2021: 32,900 AADT* (provided by GDOT’s Traffic Analysis and Data Application [TADA!])
    Current Year (2021): 32,900** Design Year (2049): 57,280**
    *Data was only provided for N Henry Boulevard
    **Assumes 2% annual growth rate.

    Existing Design Features
     •   Typical Section: Varies - see Section III.
     •   Posted speed:
 ◦   25 mph along Burke Street, MLK Sr. Heritage Trail, Lovejoy Street, and Love Street
 ◦  35 mph along N Henry Boulevard
 ◦  Width of right of way:
 Burke Street – 50 ft
 MLK Sr. Heritage Trail – Varies up to 205’
 Lovejoy Street – 50 ft
 Love Street – 40 ft
 Jim Clark Drive – 40 ft
 N Henry Boulevard – 80 ft
        Major structures: none
 4
 I.         Overview
`

    •   Major intersections: none
    •   Length of roadway segment: 0.88 mile
    Proposed Design Features
    •   Proposed Typical Section: Varies - see pages 16 through 21.
    •   Any changes of design speed or functional classification: none
    •   Right-of-Way:
 ◦ Width: No changes proposed, project within existing right-of-way
 ◦ Easements: Temporary          (X)     Permanent        (X)  Utility ( )   Other ( )
 ◦ Number of Parcels:            Number of Displacements: None
    •   Structures:
 ◦ Bridges: none
 ◦ Retaining walls: none
    •   Major intersections: none

    DESIGN EXCEPTIONS OR VARIANCES TO CONTROLLING
    CRITERIA ANTICIPATED
 Undetermined                    Yes                 No
    Horizontal Alignment                                                                            X
    Lane Width                                                                                      X
    Shoulder Width                                                                                  X
    Vertical Grades                                                                                 X
    Cross Slopes                                                                                    X
    Superelevation Rates                                                                            X
    Lateral Offset to Obstruction                                                                  X
    Speed Design                                                                                   X
    Vertical Clearance                                                                             X
    Bridge Width                                                                                   X
    Bridge Structural Capacity                                                                     X
    Stopping Sight Distance                                                                        X
 5
 I.   Overview
`

    PROJECT LOCATION MAP
 6
 I.         Overview
`

    COST ESTIMATES

 FEDERAL FUNDS           MATCHING FUNDS       TOTAL COST
     PE                                         $400,000                 $100,000        $500,000
     ROW                                        $287,280                  $71,820         $359,100
     CST                                       $4,927,809               $1,231,952       $6,159,761
     Total:                                    $5,615,009               $1,403,772       $7,018,781

    FISCAL YEAR PROPOSED
    PE: 2025
    ROW: 2027
    CST: 2029

    PROPOSED PROJECT SCHEDULE
    Concept Development:
     •     Scoping Phase: 11 months (November 2022 – September 2023)
     •     Sponsor & GDOT Executive Agreements: 2 months (July 2024 - August 2024)
     •     Concept Report Development: 4 months (September 2024 - December 2024)
     •     Concept Review & Approval: 2 months (January 2025 - February 2025)
    Environmental Clearance:
     •     ENV Documents 106/CE: 8.5 months (October 2024 - June 2025)
     •     Special Studies - Ecology, etc.: 4 months (February 2025 - May 2025)
     •     Section 106 - History and Archaeology: 6 months (February 2025 - July 2025)
     •     Section 106 Review: 3 months (September 2025 - November 2025)
     •     Special Studies Review: 3 months (June 2025 - August 2025)
     •     CE Preparation & Review: 6 months (October 2025 - March 2026)
    Right-of-Way:
     •     ROW Plan Review: 2 months (May 2026 - June 2026)
     •     ROW Plan Approval: 2 months (July 2026 - August 2026)
     •     ROW Acquisition: 6 months (September 2026 - February 2027)
     •     GDOT Certifies ROW: 2 months (March 2027 - April 2027)
    Design and Bidding:
     •     Survey/Data Base Creation: 4 months (September 2024 – December 2024)
     •     Preliminary Plans: months (February 2025 - March 2026)
     •     Final Plans: 8 months (June 2026 - January 2027)
     •     Bid Package Approval & Review: 6 months (May 2027 - October 2027)
 7
 I.         Overview
`

    Construction:
     •   Bid & Contract Award Phase: 2 months (December 2027 - January 2028)
     •   Execute Agreement (Req. Work & FED Work): 2 months (February 2028 - March 2028)
     •   Construction Phase - Streetscape: 12 months (April 2028 – March 2029)
 8
 I.
 II.          Existing
 Conditions
`



    Upon initiation of this project, the planning team utilized GIS/CAD information. Concurrent with a thorough
    corridor analysis, the planning team located the project area on Google Maps in order to see photographical
    evidence of the current state of the pedestrian and bicycle system, to document the existing conditions, and to
    make initial evaluations for improvements.

    EXISTING SIDEWALK CONDITIONS
    This analysis identified existing sidewalks and their materials. The majority of existing sidewalks within the
    project area are constructed of concrete, with the exception along MLK Senior Heritage Trail where the
    majority of the sidewalk is concrete with segments constructed with brick pavers. Along Burke Street, there is
    existing sidewalk on the entire west side of the street and only a small segment of existing sidewalk on the east
    side of the street. Lovejoy Street and Love Street consist of neither sidewalk nor curb and gutter. N Henry
    Boulevard consists of existing sidewalk along the south side of the street and bridge, but only a paved shoulder
    along the north side. The majority of the existing sidewalks within the project area are in moderate condition
    with the exception of a few areas where the sidewalk would need to be replaced. The reconstruction of the
    existing sidewalks will be a continuation to the improvements along Burke Street, which lacks sidewalks along
    the east side of the street, along Lovejoy Street and Love Street, which both lack any sidewalks. Together,
    these limitations to the existing pedestrian system discourage the higher quality of life, multimodal and
    walkable environment that communities desire.

    EXISTING RIGHTS-OF-WAY
    The rights-of-way along the corridor were obtained through GIS files. Along Burke Street, the right of way is
    approximately 50’ wide. Lovejoy Street has a right-of-way width of approximately 50’, Love Street’s right-of-
    way width is approximately 40’. N Henry Boulevard has a right-of-way width of 80’.

    EXISTING LAND USE
    The existing land use along the proposed project consists of downtown district property and heavy
    commercial district property. MLK Sr. Heritage Trail, Lovejoy Street, Love Street, Jim Clark Drive, and
    the majority of Burke Street is comprised of downtown district properties. One property along Burke
    Street is considered heavy commercial zoning and is currently an automotive business. Many of the
    properties in the project area are located within the Downtown Village Overlay. Figures 1 and 2
    below show the existing district and zoning maps.
 9
 II.
 I.    Existing
 Conditions
`




 Figure 1: City of Stockbridge Official Overlay District Map




 Figure 2: City of Stockbridge Official Zoning Map




    PHOTOGRAPHIC INVENTORY
 10
 I.
 II.         Existing
 Conditions
`




    The existing conditions along Burke St   Existing sidewalk on Burke St ends at   The lack of sidewalks in many areas
    are worn out and in poor condition.      Lovejoy St, leaving pedestrians with    discourages pedestrian use.
 nowhere to go.




    Installation of new crosswalks will      Sidewalk dead ends along Love St        The north side f N Henry Blvd lacks any
    provide a clear pedestrian route.        leaving pedestrians with no safe        pedestrian facilities.
 route across the railroad tracks.




    Existing sidewalks on Burke St dead      Existing crosswalk on Burke St lacks
    end at utility pole.                     ADA receiving ramp.
 11
 II.
 III.        Impact
 Analysis
`

    ALTERNATIVES CONSIDERED
       Burke Street: Construct on-street bike lanes with pedestrian streetscape improvements along both sides
 of Burke Street in-lieu of the proposed shared use path. This alternate was not preferred because the
 shared-use path will horizontally and vertically separated from the roadway, and will therefor provide a
 higher level of comfort to bicyclist of all ages and abilities when compared to on-street bike lanes. The
 project footprint, construction costs, and right-of-way impacts are similar to the preferred alternate. Multi-
 use paths were preferred by the public when compared to conventional bike lanes.




 Burke Street Alternative

       Lovejoy Street: Construct on-street bike lanes with pedestrian streetscape improvements along the west
 side of Lovejoy Street. The shared vehicular/bicycle lanes along Lovejoy Street are preferred when
 compared to conventional bike lanes due to the low traffic volumes along this road. These shared lane
 allow for incorporating parking and wider sidewalks along the road. Also, The expanded roadway footprint
 associated with these on-street bike lanes will require additional maintenance costs in the future when
 resurfacing the roadways.
 III. Impact                                                                                               12

 Analysis
`




 Lovejoy Street Alternative

       N Henry Blvd: Modifications to the existing lane configuration on the bridge over the Norfolk Southern
 Railroad were evaluated as an alternative to the pedestrian bridge. Modifications include removal of the
 left turn lanes on N Henry Blvd in order to construct barrier separated sidewalks along the north side of
 the roadway. Input received from public involvement show strong support for a pedestrian bridge as a
 separate structure from the existing N Henry Blvd overpass, with City of Stockbridge architectural
 branding.


    OTHER PROJECTS IN IMMEDIATE VICINITY OF PROJECT
       The City of Stockbridge is planning an Alley project, which will connect MLK Senior Heritage
 Trail to Burke Street.
       A new development is proposed on E Atlanta Road across from City Hall.
       The City has plans to relocate overhead utilities on Burke Street to underground.
       A cultural art center is planned on the West side of Burke Street.
       A new Stem school is planned at the site of Stockbridge Elementary school.
       The fire station at the corner of MLK Senior Heritage Trail and Love Street will be converted to
 a restaurant.
 13
 III. Impact
 Analysis
`

    RAILROAD INVOLVEMENT
    The proposed Stockbridge Downtown Pedestrian and Bicycle Connectivity Study project is within
    the vicinity of existing Norfolk Southern railroad right of way. Two pedestrian crossings of Norfolk
    Southern Railroad. An at-grade crossing is proposed at Love Street. This crossing is expected to
    include ADA compliant at-grade crossing of Norfolk Southern Railroad with quad gates and concrete
    grade crossing system with flangeway fillers. The City of Stockbridge has expressed interest in
    potentially requesting establishment of a quiet zone for at grade crossings in the downtown area in
    the future. This would eliminate the requirement that trail horns be sounded where they approach
    public grade crossings. When implementing a quit zone, Norfolk Southern will require safety
    countermeasures to ensure the safety of the public and Norfolk Southern personnel. The proposed
    four-quadrant gate system is one of the safety countermeasures that would be required when and
    if the City requests a quiet zone here. Having these improvements already in place can be a tool to
    expedite this request. A pedestrian bridge is proposed adjacent to US 23. This bridge will be
    required to span the two existing tracks, along with two additional future tracks. Due to the existing
    configuration parallel to M.L.K. Senior Heritage Trail and Ward Street, the proposed bridge would
    also fully span these roads. Norfolk Southern will require that the City of Stockbridge be responsible
    for costs associated with preliminary engineering, construction engineering, and flagging services
    during construction. It is expected that a Right-of-Entry will be executed between Norfolk Southern
    and the City of Stockbridge in order to enable the City and their Contractor to enter the railroad
    right-of-way for construction, operations, and maintenance of these improvements.


    INTER-JURISDICTIONAL COORDINATION NEEDS
    The proposed pedestrian improvements project is 100 percent located in the City of Stockbridge in Henry
    County. Other than the City of Stockbridge, there is no other municipal involvement required as part of the
    project.

    Other agencies that may be involved during the permitting, design and funding process include the following:

     •   Georgia Department of Transportation
     •   Atlanta Regional Commission
     •   State Historic Preservation Office
     •   Department of Natural Resources
     •   Georgia Environmental Protection Division
     •   Norfolk Southern Railroad

    ENVIRONMENTAL CONCERNS
    Concurrent with the concept design phase, the Environmental phase of the project will begin. Early identiﬁcation
    of environmentally sensitive areas will allow for either avoidance or minimization of environmental impacts, and
    streamline the project development process. The documentation for the project is anticipated to require a
 14
 III. Impact
 Analysis
`

    Categorical Exclusion. The environmental analysis for these projects will consider the natural, physical, and social
    impacts of various alternatives, including the “No Build” alternative. Both direct and indirect impacts will be
    considered. Screening level environmental analysis show that Potential community resources along the corridor
    include the Merle Manders Conference Center, Cochran Public Library, and Clark Community Park. Impacts to
    these resources are not anticipated. Due to the project type, no disproportionally adverse effects to
    Environmental Justice communities are anticipated. In the project area there was found to be no effects to
    streams and wetlands. No eligible archaeological resources were identified within the project’s area of potential
    effect. The segment of Norfolk Southern rail is an NRHP-eligible historical resource. An NPDES permit is
    anticipated due to ground disturbance greater than 1.0 acre. No Section 404 or Stream Buffer Variance are
    anticipated for this project.

    LEVEL OF ENVIRONMENTAL ANALYSIS
    In order to secure federal funding for this project, additional steps must be taken:

     •   Environmental resource “special” studies must be completed and sent to GDOT for review. After
 approval, studies would be sent to the Federal Highway Administration (FHWA).
 ◦ Air/Noise report
 ◦ Ecology: Survey, ecology resource survey report, ecology assessment of effects
 ◦ Archaeology: Survey, Phase I Report/Archaeology Short Report
 ◦ History: Survey, historical resource survey reports, cultural resources assessment of effects
 ◦ Prepare Categorical Exclusion following the completion and approval of the special studies.

    STORMWATER MANAGEMENT AND GREEN
    INFRASTRUCTURE
    The project is located within the Georgia Department of Transportation (GDOT) Municipal Separate Storm
    Sewer System (MS4) that is regulated by GADNR’s EPD through the MS4 NPDES permit GAR041000. Post-
    construction stormwater management practices and structures will be required to reduce, treat, or minimize
    stormwater pollution from stabilized, developed areas. Due to the nature of the project area, which is linear in
    nature and in a fully developed area, many traditional best management practices (BMP) such as stormwater
    ponds, enhanced grass channels, and filter strips will not be feasible to implement. Innovative stormwater
    management alternatives have been evaluated in lieu of traditional MPBs. For urban environments such as
    this, proprietary tree well systems that capture stormwater runoff, and filter it through specially designed filter
    media and tree root system, which aids in stormwater management reduction and pollutant removal. With
    street trees and pipe drainage systems already proposed in the project, these tree well systems can easily be
    incorporated into the streetscape and drainage design to provide green infrastructure and minimize
    environmental impacts associated with the project. Figures 3 and 4 below for examples and schematics of
    these products.
    III. Impact                                                15

 Analysis
`




 Figure 3: Example of stormwater tree well




 Figure 4: Schematic of tree well configuration
 III. Impact                                                                                                 16

 Analysis
`

    UTILITY INVOLVEMENTS OR IMPACTS
    The majority of the proposed improvements will be constructed within existing rights of way and efforts will be
    maintained to minimize impacts to existing utility facilities.

     •   Gas: AGL
     •   Power: Georgia Power, Snapping Shoals EMC
     •   Water: Clayton County Water Authority, City of Stockbridge
     •   Communications: AT&T, Charter Communication, Comcast, Verizon Business, Zayo Fiber
     •   Sewer: City of Stockbridge

    SHORT SUMMARY ON THE FEASIBILITY OF OBTAINING
    ANY RIGHT-OF-WAY
    As part of the development of this project and through past communications with residents, stakeholders and
    elected officials, it is anticipated that the proposed pedestrian improvements along the corridor will have a
    positive impact to the City. Although there will be both minor property acquisition as well as utility relocation
    requirements, the positive aspects of improving the pedestrian connectivity within the City of Stockbridge will
    result in not only an improved vehicular and pedestrian environment but a better downtown community.
 17
 III. Impact
 Analysis
`

    PLAN ENLARGEMENTS AND TYPICAL SECTIONS
    The graphics on the following pages help to illustrate the improvements from the preferred alternative.
 III. Impact                                                                                       18

 Analysis
`

    BURKE STREET
    The existing two-lane roadway, with minimal and non-ADA compliant sidewalks will be reconstructed with new
    pedestrian streetscape enhancements on the east side, including wide concrete sidewalks with brick paver
    inlays, pedestrian lighting, street trees and landscaping, new curb & gutter and associated storm drainage
    improvements. Back in angle parking is also proposed along the east side of Burke Street. Bike
    accommodations include a new 12’ wide asphalt multi-use path, along with a brick paver strip, street trees,
    lighting, and new curb & gutter. Driveway openings will be reconfigured where feasible to limit the number
    and length of pedestrian crossings. A mid-block crossing, with a rapid flashing pedestrian beacon (RRFB), is
    proposed just south of Lovejoy Street.




 PLAN ENLARGEMENT
    III. Impact                     19

 Analysis
`




 EXISTING CONDITIONS




 PROPOSED CONDITIONS
 III. Impact
 III.                                                                                                       20

 Analysis
`

    LOVEJOY STREET
    The existing two lane roadway with no pedestrian or bicycle accommodations will be reconstructed in the style
    of recent improvements implemented just to the south on M.L.K. Senior Heritage Trail. This includes curb &
    gutter, a meandering concrete sidewalk with landscape areas incorporated throughout, pedestrian lighting,
    and on-street parallel parking along with west side of the roadway.
    III. Impact                    21

 Analysis
`




 EXISTING CONDITIONS




 PROPOSED CONDITIONS
 22
 III. Impact
 Analysis
`



    LOVE STREET
    The existing two lane roadway includes an at grade crossing of Norfolk Southern Railroad, with no pedestrian
    accommodations. New sidewalk connectivity is proposed to connect the downtown area of Burkes Street,
    MLK Sr. Heritage Trail, and Lovejoy Street to existing sidewalks along E Atlanta Road and the City of
    Stockbridge campus of City Hall and their Amphitheatre. An ADA compliant concrete grade crossing, along
    with quad gates at the Norfolk Southern Railroad are proposed. A mid-block crossing across E Atlanta Road,
    with a high-intensity activated crosswalk (HAWK) signal, is proposed to provide a pedestrian connection from
    the downtown area to City Hall and the Stockbridge Amphitheatre.
     III. Impact                                    23

 Analysis
`




 EXISTING CONDITIONS




    EXAMPLE OF CONC. GRADE CROSSING W/ QUAD GATES
 III. Impact                                                                                                   24

 Analysis
`

    NORTH HENRY BOULEVARD
    The existing n Henry Blvd overpass over Norfolk Southern railroad includes two travel lanes in each direction, a
    center left turn lane, a 5 foot wide sidewalk along the south side, and a paved shoulder with no pedestrian
    accommodations along the north side. There is currently no pedestrian connectivity from Burke Street and the
    downtown area to the pedestrian facilities along the south side of the overpass. In order to improve
    pedestrian connectivity, a stand along pedestrian bridge structure is proposed parallel to the north side of the
    existing overpass. This will provide a grade-separated connection from Burke Street, Jim Clark Drive, MLK Sr.
    Heritage Trail, and the downtown area to the existing plaza at E Atlanta Road, Stockbridge City Hall, and the
    Amphitheatre.




 EXISTING CONDITIONS




 PROPOSED CONDITIONS (from RSVP report)
     IV. Detailed Project                                                                                      25

 Costs
`




    999-5100   2   EA   12,000.00 SOLAR POWERED FLASHING ASSEMBLY                                  24,000.00
    647-1000   1   LS   150,000.00 TRAFFIC SIGNAL INSTALLATION - PEDESTRIAN HYBRID BEACON         150,000.00
 ROADWAY SUBTOTAL= $5,262,180.54
 CONTINGENCY
 ROADWAY          (15%)=
 SUBTOTAL=     $828,793.44
 $5,262,180.54
 CONTINGENCYCEI (5%)=$828,793.44
 (15%)=   $263,109.03
 LIQUID AC ADJUSTMENT=
 CEI         $15,783.88
 (5%)= $263,109.03
 CONSTRUCTION  TOTAL=  $6,369,866.89
 LIQUID AC ADJUSTMENT= $15,783.88
 CONSTRUCTION TOTAL= $6,369,866.89
