7.3. SR 10-14-2002Item 7.3.
Howard R, Green Company
October 8, 2002
File: 802400J-0325
Honorable Mayor and City Council
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
RE: PAVEMENT REHABILITATION REPORT
Dear Council Members:
As directed some time ago, we have begun work on the 2003 Pavement Rehabilitation project. The
first project identified in the draft pavement rehabilitation report is Fourth Street from Main Street to
Trunk Highway 10 and some of the intersecting roadways. Thus far, we have gathered topographic
information, investigated the underlying utility infrastructure, and are beginning work on the feasibility
study. According to the schedule in the Pavement Rehabilitation Report, the next step is to hold a
public informational meeting with the affected residents. However, prior to scheduling this meeting we
want to present the Pavement Rehabilitation Report to the City Council in its final form for formal
adoption.
The only significant change in the attached final Pavement Rehabilitation Report from the draft that
the City Council has seen several months ago is the years have been taken off the exhibit that
identifies future projects. Items of importance included in the Pavement Rehabilitation Report that will
be presented at the informational meeting consist of the following:
Street reconstruction will consist generally of 32-foot wide pavement with barrier concrete
curb and gutter. In some cases, this will be a narrowing of the existing street width; in other
cases, it will be a slight widening of street widths. There will be instances where on-street
parking or traffic volumes may be cause for consideration of a slightly wider or narrower street
section.
Wherever possible, sidewalks will be constructed on both sides of the reconstructed street.
Sidewalks that currently exist will be replaced, and where no sidewalk exists, new sidewalk
will be constructed.
· Street lighting will be installed in accordance with Elk River Municipal Utilities street lighting
policy, using their standard street light fixture.
Existing underground utilities will be inspected and repaired or replaced as necessary. There
will be no assessment to individual property owners for repair or replacement of existing
sanitary sewer and watermain facilities. If a resident were to request a new sanitary sewer
and/or water service to their property, the service would be installed and assessed to the
individual property.
Ltr-100702-Council.doc
of
R. Green
October 2002
City
Pavement Rehabilitation Report
For
The City of Elk River
I hereby certify that this plan, specification, or report was prepared by me
or under my direct supervision, and that I am a duly licensed professional
engineer under the laws of the State of Minnesota.
Lic. No. 15316
Prepared by:
Kristina Thompson, I~,I.T.
Date
Howard R. Green Company
1326 Energy Park Ddve
St. Paul, MN 55108
Phone: 651-644-4389
Fax: 651-644-9446
Howard
R. Green Compaqy
Table of Contents
IV.
V.
VI.
VII.
VIII.
INTRODUCTION ..................................................................................... 1
STREET EVALUATION ........................................................................... 2
PROPOSED IMPROVEMENTS .............................................................. 3
Street ............................................................................................ 3
Sanitary Sewer ............................................................................. 4
Watermain .................................................................................... ,5
Storm Sewer ................................................................................. ,5
Right-of-Way and Easements .......................................................
Permits .......................................................................................... 6
ESTIMATED PROJECT COST AND PHASING ...................................... 7
FINANCING ............................................................................................. 8
ASSESSMENTS .................................................................................... 10
PROJECT SCHEDULE ......................................................................... 13
CONCLUSION ....................................................................................... 14
APPENDIX
Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
I. INTRODUCTION
In 1997, Howard R. Green Company began working on the Pavement Rehabilitation
Program. The streets within the old core City were beginning to deteriorate with age
and had advanced past the useful life span of the bituminous surface and concrete curb
and gutter. It was determined that the most feasible method of pavement rehabilitation
for several of the roads was a full reconstruction. As the first step towards identifying
the streets that were in need of reconstruction, the streets within the old core City were
inspected. After the inspection was completed, the project was put on hold for several
years, but in May 2001 City Council authorized the preparation of a Pavement
Rehabilitation Report for the City of Elk River to serve as a guideline for street
reconstruction projects within the City.
There are several issues that this report will address including:
· Street Evaluation
· Proposed Improvements
· Estimated Project Cost and Phasing
· Financing
· Assessments
· Project Schedule
The area evaluated as part of this report is outlined on Exhibit 1. The area is identified
as the old core City for the purpose of this report.
The pavement rehabilitation report addresses how to rehabilitate one of the City of Elk
River's largest investments, its paved street network. The report identifies the need for
the project and provides a framework for the reconstruction process.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
Due to the relatively young age of the streets within the City and proactive street
maintenance efforts, the City of Elk River has not had a need for large-scale street
reconstruction projects in the past. However, the streets are continuing to deteriorate
with age. Seal coating and overlay projects are no longer adequate measures to
increase the pavement life of a number of streets within the City. Total street
reconstruction is the only cost-effective means of continuing the City's proactive street
efforts and ensuring an adequate means of transportation for the residents. In addition
to rehabilitating street pavement, a total street reconstruction will allow for correction of
existing drainage problems through the construction of concrete curb and gutter,
modifying street grades, and the installation of a storm sewer collection system where
needed.
In 1997, a survey of the streets within the old core City was completed
shows the streets that were determined to be in need of reconstruction.
showed severe signs of advanced pavement deterioration.
The streets
There are several signs that indicate pavement deterioration. They include:
Alligator Cracking - 2na Street Potholes - Upland Avenue
between York Avenue and Xenia
Avenue ,~.
Longitudinal Cracking - 4TM Street
and Quinn Avenue
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
At the time of construction of many of the streets within the old core City, there were no
guidelines in place to ensure uniform construction. Design standards are now in place
and all streets would be reconstructed in accordance with the current and proposed
standards. In conjunction with street reconstruction, improvements to existing utilities
including watermain, sanitary sewer, and storm sewer will be completed. A detailed
description of each proposed improvement is provided below. Aisc included are
digitally prepared photographs showing "before" and "after" proposed improvements.
The proposed street improvements include:
Uniform road width of 32 feet face-of-curb to face-of-curb
All residential streets would be constructed to a uniform width of 32 feet face-of-
curb to face-of-curb with B618 concrete curb and gutter. Residential streets that
do not currently meet this requirement would be examined to determine if
widening or narrowing the street is feasible during the preliminary design stage.
There are some streets within the City where a wider street width is necessary
based on average daily traffic counts, such as collector and county roads, and
where parking occurs on both sides of the street as a regular occurrence, such
as Main Street. In order to maintain a high level of service on these heavily used
streets, a width that meets the traffic needs would be used. Concrete driveway
aprons will be constructed at all driveway locations regardless of driveway type.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
Streets constructed to a standard residential street design
Urban residential streets should be constructed to a minimum 7-ton design.
Based on typical soils in Elk River, the proposed pavement section for residential
streets consists of 6 inches of Class 5 aggregate base, 2 inches of bituminous
base course, and 1½ inches of bituminous wear course. The proposed street
section will need to be verified by a geotechnical investigation during the design
phase.
Installation of concrete sidewalk
Proposed improvements also include constructing 6-foot wide sidewalk where
feasible on both sides of the road, and replacing existing concrete sidewalk
where necessary.
Installation of street lights
Street lighting has been included as part of the proposed improvements to allow
for upgrading of intersection lighting and installation of street lights where
necessary for improved traffic safety. According to Elk River Municipal Utilities
Standard on Street Lighting, street lights shall be installed at all major
intersections and at mid-block provided that no lights are spaced closer than 300
feet. Street lighting layout shall be approved by the Elk River Municipal Utilities
and shall be consistent with the standard type of lighting currently being utilized
by the City to provide for a uniform City Street Lighting System.
Standard boulevard restoration will consist of seeding all disturbed areas.
The typical street section is shown in
The majority of the City of Elk River is currently served with sanitary sewer as shown on
At this time, no specific sanitary sewer improvements are proposed;
however, before street reconstruction, all of the sanitary sewer within the project area
should be televised. Through reviewing televising reports, it will be possible to identify
any areas where deterioration of the sewer main from age and/or tree roots has
occurred and is compromising the system. Deterioration of the sanitary sewer mains
allows clean ground water to enter the mains. Treating this clean water is an
unnecessary expense and can be addressed if necessary during street reconstructions.
A general proactive street and utility reconstruction and maintenance program is the
best way to address infiltration and inflow due to sewer line deterioration. Minimal
improvements have been included in the cost estimate.
4
Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
The City Engineer and General Manager of Elk River Municipal Utilities have identified
several areas where watermain improvements are necessary to improve the inadequate
water flow from east to west due to small sized mains. The small sized mains also
result in inadequate fire protection. The existing water system, with proposed
improvements noted, is shown on The improvements include:
Installation of watermain
Currently, there is no watermain on York Avenue from Main Street to 2nd Street,
2nd Street from York Avenue to Xenia Avenue, and Xenia Avenue from 2nd
Street to Main Street. A minimum size of six-inch watermain would be installed
at the time of street reconstruction in this area.
Upsizing of 4-inch watermain
Currently all areas between Main Street and Trunk Highway 10 are served with
4-inch watermain. This small watermain size has resulted in Iow fire flows and
high head losses across the 4-inch main. All 4-inch watermain will be upsized to
a minimum of 8 inches as necessary through the downtown area.
The most crucial improvement to the overall water system is the upsizing of the 4-inch
watermain along 4th Street from Jackson Avenue to Main Street to provide adequate
fire flow protection to residential homes and businesses.
The existing storm sewer collection system is shown on Several streets
within the study area are not currently served with storm sewer. When streets are
reconstructed to an urban section, storm sewer will be constructed. During the
preliminary design phase, the collection system will be reviewed to determine if the
current pipe and storm sewer outlets are adequate. An example of existing storm sewer
that needs to be reconstructed is in the Upland/Tipton area. The existing storm sewer
currently runs through properties. The storm sewer location needs to be corrected so
that it is within the public right-of-way.
Approximately thirty feet of right-of-way (ROW) is necessary on either side of centerline
of the street to construct the proposed improvements. Currently, the majority of the
streets within the project area have adequate ROW. The streets that have less than 60-
feet are:
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
Upland Avenue from Main Street to Trunk Highway 10
5th Street from 5¼ Street to Gates Avenue
Gates Avenue from 5th Street to 51/~ Street
5% Street from Gates Avenue to 5th Street
During preliminary design phase, it will be determined if additional right-of-way will be
necessary to construct the proposed improvements.
Temporary construction easements may be needed if grading is necessary outside of
the permanent ROW due to possible changes in the vertical street alignment. During
the preliminary design phase, necessary easement locations will be determined and
temporary construction easements acquired from individual property owners.
As with all construction projects, there are several permits that will need to be obtained
prior to construction of the proposed improvements. The required permits will depend
on the specific improvements of the project. They include, but are not limited to:
Minnesota Pollution Control Agency
Minnesota Department of Health
Minnesota Pollution Control Agency (NPDES)
Sherburne County
Mn/DOT
Sanitary Sewer
Watermain
Grading
Work within their ROW
Work within their ROW
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Howard R. Green Company
Proiect No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
Exhibit 1 illustrates the streets that need to be reconstructed at this time. The financial
burden on the City that would result from the reconstruction of all these streets in a
single construction season makes one large project unfeasible. However, the project
size must be large enough in scale to insure that competitive bids will be received.
Therefore, the streets have been grouped together into projects that have a total project
cost of approximately $1,000,000.00 using today's construction costs. In addition to the
financial concerns, the location of the streets was taken into account to minimize the
frequency of the construction impacts to residents when determining which streets
should be grouped together. In addition, the streets that contain watermain that needs
to be upsized for fire flow protection are proposed to be reconstructed in the first few
phases.
The base
improvements used in determining the $1,000,000.00 project size includes:
Reconstruction of the roadway
Installation/Improvement of the storm sewer if necessary
Installation of sidewalk
Street lighting
Boulevard Restoration
28% overhead
The 28% overhead is in accordance with the City's assessment manual. It includes city
administration, engineering design, construction staking and inspection, and fiscal and
legal costs.
The cost of the installation of watermain and/or sanitary sewer, or the repair of either
system would be in addition to the $1,000,000.00 costs. These costs were not included
due to the separate means of finance used to fund these types of improvements, such
as Elk River Municipal Utilities and the general sanitary sewer budget.
A preliminary construction cost estimate for each street is provided in the Appendix.
The estimates are based on construction costs from recent years. An increase in
construction costs from inflation has not been added, but it should be noted that future
project costs would be higher due to inflation of construction costs and/or construction
materials. As each individual project is authorized, a more detailed cost estimate will be
completed with revised construction costs in the feasibility phase.
No costs have been included for the acquisition of utility easements and rights-of-way.
The proposed project phasing is shown on
Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
The improvements discussed in this report are proposed to be financed through a
number of different methods. These include:
Assessment to benefiting properties
Assessments play an essential role in funding street reconstruction projects. The
reconstruction of a street improves the City transportation system for residents in
the community, however the major benefactor of the improvements is the
adjacent property owners. They are the primary users of the improved street and
typically, property values increase due to the reconstruction. Therefore, a portion
of the street reconstruction cost should be assessed to all adjacent, benefiting
property owners. The method and determination of the assessments is noted in
the following section.
Elk River Municipal Funds
In areas currently served with watermain, it is anticipated that improvements to
the system will need to be completed in conjunction with the street reconstruction
projects. Improvements may be as minor as additional hydrant installation for
increased fire protection, replacement of existing hydrants and valves, and
isolated watermain replacement; or as significant as total watermain replacement
due to deterioration of the in-place watermain and upsizing of some of the
existing 4-inch watermains. The funding for repairs or replacement of an existing
watermain system would be paid for through Elk River Municipal Utility funds.
Sources of these funds include Water Availability Charges (WAC) and normal
water usage fees.
In some areas that are not currently served, a minimum of a 6-inch watermain
would be installed for fire protection and domestic water service at the time of
street reconstruction. The cost for the watermain and all appurtenances would
be funded through assessments to the benefiting properties.
In the event, an individual property does not have existing watermain service;
one would be installed and financed through assessments to the benefiting
property.
Other Utility funds
As described previously within the report, all existing sanitary sewer lines will be
televised for cracks, breaks, and infiltration to determine areas in which repair is
needed. The repairs will be financed through the general sanitary sewer funds.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
In the event, an individual property does not have existing sanitary sewer service;
one would be installed and financed through assessments to the benefiting
property.
Surface Water Management funds
Several of the streets within the project area do not have concrete curb and
gutter or a storm drainage system. When the road is reconstructed to an urban
section, it will be necessary to address the drainage and install the necessary
additions to the storm sewer system. In addition, if repairs are necessary to the
existing storm sewer it would be completed as part of the street project. Surface
water management funds would be contributed for storm drainage
improvements.
City contribution
In recent budget cycles, the City Council has dedicated a portion of the City levy
to a fund for future pavement rehabilitation projects. The purpose of this fund is
to provide an additional means of financing for street reconstruction projects
when the improvement costs exceed funds that can be obtained through
assessments and other sources.
State Aid Municipal funds
An additional funding source available for only some of the streets within the city
is the City's Municipal State Aid Account. Some streets, which provide key
connections between State Highways, County Roads, and other major City
streets, have been designated as part of Elk River's Municipal State Aid (MSA)
street system. These streets typically carry higher volumes of traffic than
residential city streets and may have increased width and weight capacity to
handle the traffic volumes and loads. Due to the extra width and design
standards, the reconstruction costs are higher than that of a normal residential
city street. The portion of the construction cost of the reconstruction of MSA
streets is eligible for funding through the City's MSA account. However, to insure
equitable treatment of all property owners within the City the MSA funds should
not be used to lower the property assessment to adjacent property owners.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Repod
City of Elk River, Minnesota
The current Elk River Assessment Manual does provide some details on how to
proceed with assessments for street reconstruction projects. However, the current
manual proposes to assess street reconstruction projects based on a lot's front footage.
It is proposed that the assessment policy be revised to assess improvements against
the abutting or benefiting properties within the project area on a per unit basis. A "per
unit" assessment would consist of assessing a residential lot that could not be
subdivided as one unit. Lots that can be subdivided would be assessed multiple units
as appropriate. In addition commercial, industrial, and multi-use properties such as
apartments, schools and churches would be assessed more than one unit as
determined on a case-by-case basis. The proposed assessment per unit is $5,000 for
residential properties, which includes street, curb and gutter, sidewalks, storm sewer,
and street lighting. The maximum assessment rate per unit should be adjusted annually
by the construction cost index.
It is recommended that the following guidelines be adopted and added to the
assessment policy to ensure equitable assessments for all affected property owners. It
should be noted that the assessment guidelines that follow have been prepared based
on circumstances and factors know today. It is recognized that modifications may be
necessary from time to time to ensure equitable treatment of affected properties. The
proposed additions or revisions to the assessment policy are as follows:
The cost for improving intersections of streets and similar parts of public
improvements not immediately fronting on either private or publicly owned property
should be distributed over the benefited properties within the assessment area.
A single-family residential lot should be assessed on a per unit basis in accordance with
the following guidelines:
Interior lots - Interior lots fronting on streets should be assessed at 100% of
the per unit basis.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
Any lot where subdivision is possible based on zoning requirements and
placement of existing structures on the lot should be assessed on a per unit
basis for each sub-dividable lot.
Corner lots - Corner lots that are bordered by two City streets should be
assessed at 100% of the per unit assessment regardless of where the
improvement is.
Double frontage units - If a lot faces on one street and backs onto another, it
should be assessed 100% of the per unit assessment regardless of where the
improvement is. An exception is if the lot can be subdivided, in which case
the lot would be assessed on a per unit basis for each sub-dividable lot.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Repod
City of Elk River, Minnesota
All properties other than residential including commercial, industrial, and multi-use such
as apartments, churches and schools should be assessed based on the following:
All of the above shall be assessed an appropriate number of units as
determined on a case-by-case basis.
shows the zoning for the properties within the old core City.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
In order for each project to be successful, adequate time needs to be allowed for public
involvement in the process. To allow sufficient time for public informational meetings
and individual feedback on design concerns, it is proposed that a construction project
be authorized every other year. A tentative schedule for a typical construction project,
as provided in , is based upon guidelines established in Minnesota State
Statues, Chapter 429, Local Improvements, Special Assessments. These dates will be
revised as a project develops.
Identify pavement rehabilitation project
and prepare initial feasibility study
including topographic survey
Hold a public information hearing with
affected property owners
Prepare a formal feasibility study, which
would include public informational
hearing input.
Hold public hearing before City Council
Prepare plans and specifications
Coordinate walk-through of affected
properties with 95% completed plans
Bid project
Hold assessment hearing
Award Contract
Begin Construction
Construction substantially complete
Final lift of bituminous placed and any
punch list work completed
Final project with Contractor
Begin new Pavement Rehabilitation
Program improvement project
July Year 1
September
October
November
November thru
February
March
April
April
May
May
September
June
July
August
Year 2
Year 3
It is recommended that the first project be authorized in early spring of the first year the
project is to proceed in. This is earlier than the typical project schedule provided in
and would allow for adequate time for City staff and Council to become familiar
with the process.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
In order to maintain the integrity of street network system, it is the recommendation of
the report to proceed with the reconstruction projects as they have been outlined. As
the projects progress the streets scheduled for reconstruction can be evaluated and
revised based on comments from residents.
The City Council should take the following actions in order to proceed with the
reconstruction process:
The report should be adopted
The maximum "per unit" assessment rate for residential properties should be
finalized and adopted.
Authorize televising of the sanitary sewer.
Order feasibility study and preliminary survey for the first project.
This report focuses on the streets within the old core City. The streets within this area
are among the oldest in the City and have reached the end of their useful lifespan and
in order to maintain an adequate means of public transportation within the City of Elk
River the streets should be reconstructed. As time progresses and the streets are
rehabilitated, there will be areas outside of the old core City where the streets will be
approaching the end of their useful life. At that time it will be necessary to expand the
pavement rehabilitation process to include other areas of the City.
Pavement rehabilitation does not eliminate the need for preventative maintenance such
as seal coating and overlay programs. Seal coating and overlay projects enhance and
prolong the lifespan of the bituminous pavement. Through reconstruction and
preventative maintenance programs the City will be able to provide residents with a safe
and effective transportation system.
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Howard R. Green Company
Project No. 802400J
Pavement Rehabilitation Report
City of Elk River, Minnesota
Pavement Rehabilitation Program 10/10/2002
Street Improvements Schedule
STREE i 2ND ST. 2ND ST. !2ND ST. 2ND ST. 3RD ST. 3RD ST. 3RD ST.
FROM RAILROAD DR. FREEPORT YORK EVANS IRVING HOLT GATES
FREEPORT EVANS XENIA CUL-DE-SAC HOLT GATES EVANS
COMMON EXCAVATION CY $ 10.00 579.4 770.0 727.2 913.9 797.2 855.6 i~
REMOVE BITUMINOUS PAVEMENT SY $ 300 662.2 880.0 831.1 1618.9 1594.4 1857.8 2686.7
REMOVE SIDEWALK SF $ 2.50 0.0 0.0 0.0 0.0; 0.0 0.0 0.0
REMOVE CONCRETE CURB & GUTTER LF $ 3.50 0.0 0.0 00 0.fi' 0.0 0.0 0.0
MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 0.0 00
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0 0.0 0.0 0.0 0.0 00
AGGREGATE BASE, CLASS V TON $ 10.50 378.8 504.6 476.7 602.2 520.9 5597 1027.(
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 118.8 157.9 149.1 187.4 163.5 175 5 321.4
TYPE 31B. BASE COURSE MIXTURE TON $ 34.00 92.4 122.8 116.0 145.8 127.2 136.5 25Q0
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 48.0 63.8 60.3' 75.7 66.1 70.9 129.9
CONCRETE CURB & GU]q-ER, DESIGN B618 LF $ 8.00 596.0 792.0 748.0 940.0 820.0 880.0 16120
6" CONCRE YE DRIVEWAY AND APRON SY $ 34.00 15.8 47.3 47.3 1262 15.8 64 3 94.7
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 0.0 99.6 99.6 373.3 49.8 49.8 273.8
CONCRETE SIDEWALK SF $ 2.50 1788.0 4752.0 2244.1 56400 2460.0 2640.0 9672.0
PEDESTRIAN RAMP EA $ 300.00 2.0 4.0 20 40 20 20 40
SODDING, LAWN AND BOULEVARD SY $ 3.00 662.2 880.0 831.1 1044.4 911 .t 977.8 1791.1
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 6.3 6.3 0.0 6.3 6.3 6.3 125
FURNISH & INSTALL STREET SIGNS EA $ 20000 1.0 1.0 0.0 1.0 1.0 0.0 2.0
ADJUST GATE VALVE EA $ 150.00 0.0 1.0 00 1.0 2.0 0.0 0 0
ADJUST MANHOLE EA $ 200.00 1.0 1.0 20 2.0 1.0 0.0 30
STORM SEWER LF $ 50.00 298.0 396.0 374.0 470.0 410.0 440.0 8060
STREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1 0
12" DIP CLASS 50 WATERMAIN LF $ 30.00
12" GATE VALVE EA $ 1,500.00
8" DIP CLASS 52 WATERMAIN EA $ 25.00
8" GATE VALVE EA $ 1,00000
HYDRANT WITH 6" GATE VALVE EA $ 2,000.00
CORP AND CURB STOP EA $ 12000
"COPPER LF $ 11.00
FITTINGS LBS $ 200
CONNECT TO EXISTING EA $ 1,000.00
TRENCH STABILIZATION ROCK TON $ 1600
TOTAL ESTIMATED CONSTRUCTION COST: $ 47,168.02 $ 71,320.17 $ 6I,t 14.65 $ 92,417.26 $ 67,27097 $ 73,374.83 $ 147,282.79
28% OVERHEAD: $ 13,207.05 $ 19,969.65 $ 17,112.10 $ 25,876 83 $ 18,835.87 $ 20,544.95 $ 41,239.18
TOTAL ESTIMATED PROJECT COST: $ 60,375.06 $ 91,289.82 $ 78,226.75 $ 118,294.10 $ 86,106.84 $ 93,919.78 $ 188,521.97
TOTAL COST: $ 7,195,013.85
O.\Proj\8024OOj\costest-repod[1 ] 1
Pavement Rehabilitation Program 10/10/2002
Street Improvements Schedule
STREET 4TH ST. 4TH ST. 4TH ST. 4TH ST. 4IH ST. 4TH ST. 41H Sr.
FROM KING JACKSON OXFORD MORTON MORTON NORFOLK PROCTOR
LOWELL KING PROCTOR TH 10 NORFOLK OXFORD QUINN
COMMON EXCAVATION CY $ 10.00 606.7 600.8 830.3 437.5 830.3 933.3 834.2'
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1040.0 1030.0 1992.7 1050.0 1992.7 2240.0 2002.0
REMOVE SIDEWALK SF $ 2.50 0.0 0.0 4270.0 1125.0 4270.0 48000 4290.0
REMOVE CONCRETE CURS & GU-FI-ER LF $ 3.50 0.0 0.0 854,6 0.0 854.0 960.0 858.(
MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0,0 0.0 0.0 00
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0 0.0 0.0 0.0 0.0 0.0
AGGREGATE BASE, CLASS V TON $ 10,50 397.7 394.2 542.1 285.5 543,9 610.4 544.3
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 124.4 123.2 170.3 89.7 170.3 191.4 171.1
TYPE 31B. BASE COURSE MIXTURE TON $ 34.00 96.8 95.8 132.4 69.8 132.4 I48,9 133.0
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 50.3 49.8 68.8~ 36.3 68.8 77.: 69.1
CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 624.0 618.0 854.0: 450.0 854.0 960.0 858.0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 394 112.9 734 32.8 47.3 97.1 131.1
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 249 74.7 24.9 00 149 3 74.7 00
CONCRE~' E SIDEWALK SF $ 2.50 0.0 0.0 5124.0 1350.0 5124,0 57600 51480i
PEDESTRIAN RAMP EA $ 300.00 0.0 0.0 4.0 2,0 40 4.0 40;
SODDING, LAWN AND BOULEVARD SY $ 3.00 693.3 686.7 9489 500.( 9489 1066.7 9533
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 0.0 6.3 6.3 63 0.0 00 63
FURNISH & INSTALL STREET SIGNS EA $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.01
ADJUST GATE VALVE EA $ 150.00 0.0 1.0 1.0 0.0 0.0 1.0 0.0
ADJUST MANHOLE EA $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0
STORM SEWER LF $ 50.00 312.0 309.0 427.0 225.0 427.0 480.0 429.0
S [REET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0
~2" DiP CLASS 50 WATERMAIN LF $ 30.00 450.0
12" GATE VALVE EA $ 1,500.00 1.0
8" DIP CLASS 52 WATERMAIN EA $ 25.00 430.0 475.0 410.0
8" GATE VALVE EA $ 1,000.00 1.0 1.0 1.0
HYDRAN¥ WlTt{ 6" GATE VALVE EA $ 2,000.00 1.0 1 0 1.0 1 0
CORP. AND CURB STOP EA $ 120.00 5.0 9.0 12.0 6.0
1" COPPER LF $ 11.00 200.0 300.0 4200 210.0
FITTINGS LBS $ 2.00 1,0 1000.0 1.0 1.0
CONNEC] fO EXISTING EA $ 1,000.00 0.0 2.0 0.0 20
TRENCH STABILIZATION ROCK TON $ 1600 100.0 1000 100.0 1000
TOTAL ESTIMATED CONSTRUCTION COST: $ 46,068.38 $ 49,220.49 $ 111,18809 $ 41,116.35 $ 120,689.26 $ 127,88828 $ 114,76391
28% OVERHEAD: $ t2,899.15 $ 13,781.74 $ 31,132.66 $ 11,512.58 $ 33,792.99 $ 35,808.72 $ 32,133.90
TOTAL ESTIMATED PROJECT COST: $ 58,967.52 $ 63,002.22 $ 142,320.75 $ 52,628.93 $ 154,482.26 $ 163,696,99 $ 146,897.81
TOTAt. COST: $ 7,195,013.85
O:\Proj\80240Oj~costest repod[1 ] 2
Pavement Rehabilitation Prograrn 10/10~2002
Street Improvements Schedule
STREET '4TH ST. 5TH ST. 5 lf2TH ST. 5TH ST. 5TH ST. 5TH ST 5TH ST.
FROM QUINN SEYMOUR GATES NORFOLK OXFORD PROCTOR QUINN
RUSH END HOLT OXFORD PROCTOR QUINN RUSH
COMMON EXCAVATION CY $ 1000 830.3 565.8 1102.5 1098.6 824.4 840.0 834.2
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1992.7 1164.0 1701.0 1946.1 1884.4 1920.0 19067
REMOVE SIDEWALK SF $ 2.50 4270.0 0.0 0.0 O0 42400 2160.0 2145.0
REMOVE CONCRETE CURB & GU%'FER LF $ 3.50 854.0 0.0 0.0 0.0 848.0 0.0 858.0
MAILBOX RELOCATION LS $ 50000 0.0 0.0 0.0 0.0 0.0 0 0 0.0
MILL BI'! UMINOUS PAVEMENT SY $ 9 50 0.0 0.0 0,0 20.7 0.0 0.0 0 0
AGGREGATE BASE, CLASS V TON $ 10.50 541.7 371.( 721.2 718.7 554.9 565.3 561.8
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 170.3 116.0 226.1 225.3 174.9 178.2 1770
TYPE 31B, BASE COURSE MIXfURE TON $ 34.00 132.4 90,3 175.8 1752 136.0 138.6 1376
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 68.8 46.9 91.4 91 0 70.7 720 71 5
CONCRETE CURB&GUTTER, DESIGNB618 LF $ 800 854.0 582.0 1134.0 1130.0 848,0 864.0 858.0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 98.3 72.2 268.9 105.0 187.6 122,0 97.1
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 0.0 74.7 124,4 74.7 74.7 49.8 49 8
CONCRE-~ E SIDEWAI_K SF $ 2.50 5124.0 1746.0 3402.0 33900 5088.0 5184.0 5148,0
PEDES fRIAN RAMP EA $ 300.00 4,0 2.0 2.0 2.0 4.0 4.0 4.0
SODDING, LAWN AND BOULEVARD SY $ 3.00 948.9 646,7 1260.0 1255.6 942.2 960.0 9533
FURNIS~I&INSTALLSIGNPANEt. S, TYPEC SF $ 28.00 6.3 00 0,0 0.0 6.3 63 0.0
FURNIStt & INSTALL STREET SIGNS EA $ 200.00 1.0 0.0 0.0 1,0 0.0 1 0 0.0
ADJUST GATE VALVE EA $ 150.00 1.0 0.0 0.0 0.0 O0 2.0 0.0
ADJUST MANHOLE EA $ 200.00 2.0 0.0 2.0 3.0 1 0 1 0 1.0
STORM SEWER LF $ 50.00 427.0 291,0 567.0 5650 424.0 432.0 429.0
SIREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0
12" DiP (;LASS 50 WA7 ERMAIN LF $ 30.00
12" GATE VALVE EA $ 1,500.00
8" DIP CLASS 52 WATERMAIN EA $ 25.00 450.0
8" GAfE VALVE EA $ 1,000,00 1 0
ttYDRANI WI1tt 6" GATE VALVE EA $ 2,000 00 1.0
CORP AND CURB STOP EA $ 120.00 5.0
"COPPER LF $ 11 00 175.0
FITTINGS LBS $ 2.00 1.0;
CONNECT TO EXISTING EA $ 1,000.00 0.0
fRENCH SfABILIZATION ROCK TON $ 1600 100.0
TOTAL ESTIMATED CONSTRUCTION COST: $ 112,082.12 $ 50,132.81 $ 99,645.48 $ 94,36791 $ 96.946.93 $ 88,074.74 $ 88,99862
28% OVERHEAD: $ 31,382.99 $ 14,037.19 $ 27,900.73 $ 26,423.01 $ 27,145.14 $ 24,660.93 $ 24,919 6I
TOTAL ESTIMATED PROJECT COST: $ 143,465.11 $ 64,170.00 $ 127,546.22 $ 120,790.92 $ 124.092.08 $ 112,735.67 $ 113,918.23
TOTAL COST: $ 7,195,013.85
O:\Proj\802400j\costest report[1 ] 3
Pavement Rehabilitation Program 10/10/2002
Street improvements Schedule
SIREE! 5TH ST. 5TH ST. 5TH ST. 5TH SI-. 5F~,I ST. 6TH ST. 6IH ST.
FROM RUSH IRVING HOLT IRVING END GATES JACKSON
SEYMOUR HOLT GATES JACKSON UPLAND IRVING IRVING
COMMON EXCAVATION CY $ 10.00 591.1 591.1 1092.8 7078 552.2 445.3 713.6
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 12160 1080.9 17484 14964 631.1 9669 13049
REMOVE SIDEWALK SF $ 2.50 0.0 0.0 0.0 0.0 0.0 0 0 0 0
REMOVE CONCRETE CURB & GUTTER LF $ 3.50 00 0.0 0.0 0.0 0.0 0.0 0.0
MAll BOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0 0 0 0 0.0
MILL BITUMINOUS PAVEMENT SY $ 9.50 O0 0.0 0.0 0.0 00 0.0 0.0
AGGREGATE BASE, CLASS V TON S 10.50 387.5 386.1 714.5 463.6 3625 293.1 467.1
TYPE 41A. WEAR COUSE MIXTURE TON $ 35.00 121.2; I21.2 224.1 1451 113.2 91 3 146.3
TYPE31B, BASECOURSE MIXTURE TON $ 3400 943 94.3 1743 112.9 881 71.0 1138
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 49.0 49.0 90.5 58.6 458 36.9 59.'
CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 608.0 608.0 1124.0 728.0 568.0 458.0 734.0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 105.0 40.7 195.4 72.2 112.9 415.8 64.3
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 1500 74.7 24.9 99.6 74.7 1493 149 3 0.0
CONCRETE SIDEWALK SF $ 2.50 1824.0 3648.0 3372.0 43680 0.0 1374.0 44040
PEDESTRIAN RAMP EA $ 300.00 20 4.0 2.0 40 00 2.0 40
SODDING. LAWN AND BOULEVARD SY $ 3.00 675.6 6756 1248.9 808.9 631.1 508.9 815.6
FURNISH & INSTALL SIGN PANELS. TYPEC SF $ 28.00 0.0; 12.5 0.0 12.5 6.3 6.3 125
FURNISH & INS'fALL STREET SIGNS EA $ 20000 0.01 20 1.0 1 0 1.0 0.0 1 0
ADJUST GATE VALVE EA $ 150.00 0.0i 2.0 1.0 1.0 00 1 0 00
ADJUST MAN,tOLE EA $ 200.00 2.0 2.0 2.0 1.0 10 10 2.0
STORM SEWER LF $ 50.00 304.0 304.0 562.0 3640 284 0 2290 367 0
STREET LIGtITING LS $ 200.00 1 0 1.0 1.0 1.0 1.0 1 0 1.0
12" DIP CLASS 50 WATERMAIN LF $ 30.00
12" GAfE VALVE EA $ 1,500.00
8" DiP CLASS 52 WATERMAIN EA $ 25.00
8" GATE VALVE EA $ 1,000.00
HYDRANT WITH 6" GATE VALVE EA $ 2,000.00
CORP. AND CURB STOP EA $ I20.00
1" COPPER LF $ 11.00
FITTINGS I BS $ 2.00
CONNECT TO EXISTING EA $ 1,00000
TRENCH STABILIZATION ROCK TON $ 16.00
TOTAL ESTIMATED CONSTRUCTION COST: $ 53.690.53 $ 56,545.77 $ 96,53764 $ 68,687.93 $ 45,739.44 $ 53,874.22 $ 671251.71
28% OVERHEAD: $ 15,033.35 $ 15,832.81 $ 27,030.54 $ 19,232.62 $ 12,807.04 $ 15,084.78 $ 18.830.48
TOTAL ESTIMATED PROJECT COST: $ 68,723.88 $ 72,378.58 $ 123,568.18 $ 87,920.55 $ 58,546.49 $ 68.959.00 $ 86,082.19
TOTAL COST: $ 7,195,013.85
O:\Proj\802400j\costest repoft[1 ] 4
Pavement Rehabilitation Program 10/10~2002
Street Improvements Schedule
SiREET 7TH ST. 7TH ST. 8TH ST. 8TI-t ST. 8]tt ST. EVANS EVANS
FROM IRVING IRVING HOLT GATES IRVING RAILROAD DR. 1ST
GATES JACKSON GATES END JACKSON 1 ST 2ND
COMMON EXCAVATION CY $ 10.00 925.6 711.7 822.5 301.4 717,5 915.8 6533
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1745.3 1138.7 1880.0 688.9 984,0 889.7 7093
REMOVE SIDEWALK SF $ 2.50 00 0.0 0,0 00 0.0 0 0
REMOVE CONCRETE CURB & GUTTER LF $ 350 0.0 0.0 8460' 310.0 0.0 0.0 00
MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 00 O0 00 00
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0 00 00 0.0 0.0 0.0
AGGREGATE BASE, CI ASS V TON $ 10.50 6046 466.2 5374 197.0 470.4 597.9 428 1
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 189.8 145.9 168.7 61.8 147.1 187.8 134 0
TYPE 31B, BASE COURSE MIXTURE TON $ 34.00 147.6 113.5 131.2 48.1 114.4 146.1 1042
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 76.7 59.0 68.2 25.0 59.5 759 541
CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 952.0 732.0 846.0 310.0 738.0 942.0 672 0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 409.1 72.2 212.4 73.4 80.1 40.7 394
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 24.9 49.8 49.8 24.9 124.4 24.9 99(
CONCRETE SIDEWALK SF $ 2.50 2856.0 4392.0: 5076.0 1860.0 4428.0 0.0 40320
PEDESTRIAN RAMP EA $ 300.00 2.0 4.0 40 4.0 40 0.0 40
SODDING. LAWN AND BOULEVARD SY $ 3.00 1057.8 813.3 9400 344.4 820.0 1046.7 7467
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 6.3 12.5 0.0 00 125 63 00
FURNISH & INSTALL STREET SIGNS EA $ 200.00 0.0 1.0 1.0 0.0 1.0 0.0 1 0
ADJUST GATE VALVE EA $ 150.00 1.0 0.0 1.0 0.0 0.0 1.0 00
ADJUST MANHOLE EA $ 200.00 2.0 1.0 1.0 1.0 1.0 2.0 1.0
STORM SEWER LF $ 50.00 476.0 366.0 423.0 1550 369.0 471.0 336.0
STREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0
12" DIP CLASS 50 WATERMAiN LF $ 30.00
12" GATE VALVE EA $ 1,500.00
8" DIP CLASS 52 WATERMAIN EA $ 25.00
8" GATE VALVE EA $ 1,000.00
HYDRANT WITH 6" GATE VALVE EA $ 2,00000
CORP. AN[) CURB STOP EA $ 120.00
1" COPPER LF $ 11.00
FITTINGS LBS $ 2.00
CONNECT TO EXISTING EA $ 1,000.00
TRENCH STABILIZATION ROCK TON $ 1600
TOTAL ESTIMATED CONSTRUCTION COST: $ 90,155.19 $ 67,411.61 $ 86.282.58 $ 32,453.12 $ 68,820.22 $ 66,666.35 $ 60,600.58
28% OVERHEAD: $ 25,243.45 $ 18,875.25 $ 24,159.12 $ 9.08687 $ 19,269.66 $ 18,666.58 $ 16,968.16
TOTAL ESTIMATED PROJECT COST: $ 115,398.65 $ 86,286.86 $ 110,441.70 $ 4t,539.99 $ 88,08988 $ 85,332.93 $ 77.568.74
TOTAL COST: $ 7,195,013.85
O:\Proj\802400j\costest-repod[t ] 5
Pavement Rehabilitation Program 10/10~2002
Street Improvements Schedule
STREE 1: EVANS FREEPORT GATES GATES GATES GATES HOLT
FROM 2ND 2ND 8TH 5TH 7TH ST. RAILROAD DR. 5TH ST.
MAIN ST MAIN ST. SCHOOL 5 1f2 ST 6TH ST. MAIN sr. 5Ttt sr.
COMMON EXCAVATION CY $ 10.00 771.9 775.8 884.7 575.6 604.7 595.0 245.0
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 838.1 931.0 1921.1 723.6 1313.1 1020.0 392.0
REMOVE SIDEWALK SF $ 2.50 0.0 0.0 0.0 0.0 0.0 0.0 0 0
REMOVE CONCRETE CURB & GLJ~FI-ER LF $ 3.50 0.0 0.0 910.0 0.0 00 0.0 00
MAILBOX REI OCATION LS $ 500.00 00 0.0 0,0 0.0 0,0 0.0 0.0
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 00 0.0 0.0 0.0 0.0 00
AGGREGATE BASE, CLASS V TON $ 10.50 504.8 508.4 5787 375.9 395.3 389.3 1602
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 158.3 159.1 181.4 118.0 1240 1220 50.2
TYPE 31B. BASE COURSE MIXTURE TON $ 34.00 123.1 123.7 141.1 91.8 96.5 94.9 39.I~
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 64.0 64.3 73.3 47.7 50.1 49.3 20 3i
CONCRETE CURB & GUTTER, DESIGNB618 LF $ 800 794.0 798.0 910.0 592.0 622.0 6120 252.0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 56.4 47.3 97.1 7.9 146.9 23.7 7.9
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 49.8 149.3 99.6 24.9 49.8 49.8 24.9
CONCRETE SIDEWALK SF $ 2.50 2382.0 47880 5460.0 1776.0 1866.0 1836.0 756,0
PEDESTRIAN RAMP EA $ 300,00 2.0 4.0 4.0 2.0 2,0 2,0 2.0
SODDING, LAWN AND BOULEVARD SY $ 3.00 882.2 886.7 1011.1 657,8 691.1 680.0 280.(
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 0.0 12,5 6.3 0.0 0.0 6.3 0.0
FURNISH & INSTALL STREET SIGNS EA $ 20000 0.0 1.0 1.0 1.0 2.0 1 0 00
ADJUST GATE VALVE EA $ I50.00 2.0 0.0 1.0 00 0.0 0.0 0.0
ADJUST MANHOLE EA $ 200.00 0.0 1.0 1.0 1.0 1.0 1.0 20
STORM SEWER LF $ 50.00 397.0 399.0 455.0 296.0 311.0 306.0 126.0
STREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0
12" DIP CLASS 50 WATERMAIN LF $ 30.00
12" GATE VALVE EA $ 1,500.00
8" DIP CLASS 52 WATERMAIN EA $ 25.00
8" GATE VALVE EA $ 1.000.00
HYDRANT WI]H 6" GATE VALVE EA $ 2,000.00
CORP AND CURB STOP EA $ 120.00
1" COPPER LF $ 11.00
FliTINGS LBS $ 2.00
CONNECT TO EXISTING EA $ 1,000.00
TRENCH STABILIZATION ROCK TON $ 16.00
TOTAL ESTIMATED CONSTRUCTION COST: $ 63,926.21 $ 72,725.36 $ 88,763.56 $ 46,987.92 $ 56,237.4t $ 50,421.50 $ 21.313.48
28% OVERHEAD: $ 17,899.34 $ 20,363.10 $ 24.853.80 $ 13,156.62 $ 15,746.47 $ 14,118.02 $ 5,967.77
TOTAL ESTIMATED PROJECT COST: $ 81,825.55 $ 93,088.46 $ 113,617.36 $ 60,144.54 $ 71,983.88 $ 64,539.52 $ 27,281.26
TOTAL COST: $ 7,195,013.85
O:\Proj\8024OOj\costest-repod[1 ] 6
Pavement Rehabilitation Program 1011012002
Street Improvements Schedule
STREET HOLT HOLT IRVING IRVING IRVING IRVING IRVING
FROM 5 1/2 ST SCHOOL 6TH ST. 4TH ST. 5TH ST. 6TH ST. 7TH ST.
5TH ST. '8TH ST. 6TH ST. 3RD ST. 5TH ST. 7TH ST. 8TH ST.
COMMON EXCAVATION CY $ 10.00 318.9 824.4 420.0 773.9 455.0 348.1 540.6
REMOVE BITUMINOUS PAVEMENT SY $ 300 510.2 1884.4 768.0 1724.7 9620 596.7 926 7
REMOVE SIDEWALK SF $ 2.50 0.0 0.0 1080.0 3980.0 1170.0 895 0 1390.0
REMOVE CONCRETE CURB & GUTTER LF $ 3.50 0.0 848.0 0.0 796.0 0.0 0.0 00
MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 00 0.0
MILL BITUMINOUS PAVEMENT SY $ 950 0.0 0.0 0.0 0.0 0.0 0.0 00
AGGREGATE BASE, CLASS V TON $ 10.50 208.4 539.8 274.~ 507.1 298.0 227.8 353.1
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 65.4 169.1 86.1 158.7 93.3 71.4 110.9
TYPE 31B, BASE COURSE MIXTURE TON $ 34.00 50.9 131.5 67.0 123.4 72.6 55.5 86.2
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 26.4 68.3 34.8 64.1 37.7 28.8' 448
CONCRETE CURB & GUF~ER, DESIGN B618 LF $ 8.00 328.0 848.0 432.0 796.0 468.0 358.0 556.(
6" CONCRETE DRIVEWAY AND APRON SY $ 3400 73.4 236.1 48.6 80.1 23.7 48.6 1062
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 24.9 99.6 49.8 49.8 24.9 498 0.0
CONCRETE SIDEWALK SF $ 2.50 984.0 5088.0 2592.0 4776.0 2808.0 21480 3336.0
PEDESTRIAN RAMP EA $ 300.00 2.0 4.0 4.0 4.0 4.0 4.0 40
SODDING, [.AWN AND BOULEVARD SY $ 3.00 364.4 942.2 480.0 884.4 520.0 397.8 6178
FURNISH & INSTALL SIGN PANELS. TYPEC SF $ 28.00 0.0 6.3 0.0 12.5 0.0 0.0 0.0
FURNISH & INSTALL STREET SIGNS EA $ 20000 1.0 1.0 1.0 1.0 1.0 1 0 1 0
ADJUST GATE VALVE EA $ 150.00 1.0 1.0 0.0 1.0 1.0 0.0 00
ADJUST MANHOLE EA $ 200.00 00 1.0 1.0 2.0 00 00 1 0
STORM SEWER LF $ 50 O0 164.0 424.0 216.0 3980 234.0 1790 2780
SIREET LIGHIlNG LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 10
I2" DIP CLASS 50 WA[ERMAIN LF $ 30.00
12" GA FE VALVE EA $ 1,50000
8" DIP CLASS 52 WATERMAIN EA $ 25.00
8" GATE VALVE EA $ 1,000.00
HYDRANT WITit 6" GATE VALVE EA $ 2,000.00
CORP AND CURB STOP EA $ 120.00
1" COPPER LF $ 11.00
FI lflNGS LBS $ 2.00
CONNECT TO EXISTING EA $ 1,000.00
TRENCH STABILIZATION ROCK TON $ 16.00
TOTAL ESTIMATED CONSTRUCTION COST: $ 29,363.69 $ 88.200.99 $ 43,807.10 $ 87,653.30 $ 46,231.56 $ 36,704.12 $ 56,199.10
28% OVERHEAD: $ 8,22183 $ 24,696.28 $ 12,265.99 $ 24,542.92 $ 12,944.84 $ 10,277.15 $ 15,735.75
TOTAL ESTIMATED PROJECT COST: $ 37,585.53 $ 112,897.27 $ 56,073.09 $ 112,196.22 $ 59,176.39 $ 46,981.27 $ 71,934.85
TOTAL COST: $ 7,195,013.85
O:\Proj\802400j\costest-re pod[ t] 7
Pavement Rehabilitation Program 10/10/2002
Street Improvements Schedule
IS I REEF IRVING IRVING IRVING IRVING KING ST. KING ST. MORTON
FROM 8TH ST. 5TH ST. 5TH ST. 7TH ST. MAIN ST. MA N ST. fH 10
SCHOOL ST. 4TH ST. 6TH S¥. 7TH ST. TH 10 RIVER 4TH ST.
COMMON EXCAVATION CY $ 10.00 925.6 1108.3 460.8 256.7 865.3 755.3 234 7
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1586.7 2660.0 895.3 440.0 1966.7 1373.3 526 2
REMOVE SIDEWALK SF $ 2.50 2380.0 2850.0 1185.0 660.0 3540.0 1545.0 0.0
REMOVE CONCRETE CURB & GUI~ER LF $ 3.50 0.0 1140.0 0.0 0.0 708.0 0.0 2560
MAll BOX RELOCA]ION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 0.0 0 0
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 00 0.0 0.0 0.0 0.0 0.0
AGGREGATE BASE, CLAqS V TON $ 10.50 607.6 723.9 3014 1675 555.2 484.6 162.4
TYPE 41A. WEAR COUSE MIXTURE TON $ 35.00 189.8 227.3 94.5 52.6 180.1, 157.2 51.0
TYPE 31B, BASE COURSE MIXTURE TON S 3400 147.6 176.8 73.5 40.9 1401 122.3 39.7
BITUMINOUS MATERIAl. FOR TACK COAT GAL $ 1.50 76.7 91.8 38.2 21.3 72.~ 63.-~ 206
CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 952.0 1140.( 474.0 264.0 708.0 0.0 256.0
6" CONCRETE DRIVEWAY AND APRON SY $ 3400 78.9 48.6 114.1 328' 1390 1062 0.0
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 149.3 24.9 49.8 00 249 24.9 0.0
CONCRETE SIDEWALK SF $ 2.50 5712.0 6840.0 2844.0 1584.0 4248.0 18540 15360
PEDESTRIAN RAMP EA $ 300.00 4 0 40 4.0 40 4.0 2.0 4.0
SODDING, LAWN AND BOULEVARD SY $ 3.00 1057.~ 12667 526.7 2933 786.7 686 7 284.4
FURNISH & INSTALL SIGN PANELS. fYPEC SF $ 28.00 63 63 0.0 00 12.5 6.3 t25
!FURNISH & INSTALL S]'REET SIGNS EA $ 200 00 1.0 1.0 1 0 1 0 2.0 0.O 10
ADJUST GATE VALVE EA $ 150.00 0.0 2.0 0.0 0.0 2.0 0.0 0 0
ADJUST MANHOLE EA $ 200.00 1.0 3.0 1.0' 1.0 2.0 2.0 00
STORM SEWER LF $ 50.00 476.0 570.0 237.0 1320 354.0 309.0 128.0
STREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1 .O 10
12" DIP CLASS 50 WATERMAIN LF $ 30.00
12" GA]E VALVE EA $ 1.500.00
8" DIP CLASS 52 WATERMAIN EA $ 25.00
8" GATE VALVE EA $ 1,000.00
HYDRANT WITH 6" GATE VALVE EA $ 2.000.00
CORP. AND CURB STOP EA $ 120.00
1" COPPER LF $ 11.00
Fll~INGS LBS $ 2.00
CONNECT TO EXIS rING EA $ 1,000.00
TRENCH STABILIZATION ROCK TON $ 16.00
TOTAL ESTIMATED CONSTRUCTION COST: $ 93,889.17 $ 115,101.77 $ 50,044.17 $ 27,027.56 $ 87,179.03 $ 57,884.00 $ 24,784.86
28% OVERHEAD: $ 26,288.97 $ 32,228.49 $ 14,012.37 $ 7,567.72 $ 24,410.13 $ 16,207.52 $ 6,939.76
TOTAL ESTIMATED PROJECT COST: $ 120,178.13 $ 147,330.26 $ 64,056.53 $ 34,595.28 $ 111,589.16 $ 74,091.53 $ 31,724.62
TOTAL COST: $ 7,195,013 85
O \Proj\892400j\costest-repod[ 1]
8
Pavement Rehabilitation Program 10110~2002
Street Improvements Schedule
S7 REE 1 MORTON NORFOLK NORFOLK NORFOLK OXFORD OXFORD QUINN
FROM 4TH ST. TH 10 5TH ST. 4TH ST. TH 10 5TH ST. TH 10
MAIN ST. 5TH ST. 4TH ST. MAIN ST. 5TH ST. 4TH ST. 5TH ST
COMMON EXCAVATION CY $ 10.00 1079.2 127.0 583.3 1147.2' 365.6 810,8 546,4
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 2035.0 152.4 933.3 1835.6 647.6 1343.7 874.2
REMOVE SIDEWALK SF $ 2.50 0.0 245.0 1500.0 2950.0 0.0 0.0
REMOVE CONCRETE CURB & GUTTER LF $ 3.50 1110.01 98.0 600.0 1180,0 376.0 0.0 0.0!
MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 18.7 0.0 0,0 0.0 0,0 0.0
AGGREGATE BASE, CLASS V TON $ 10.50 705.6 62,2 381.3 750.( 238.5 529.8 356.9
'TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 221.3 19.5 1 I9,6 235.3 75.0 166.3 112.0
!TYPE 31B, BASE COURSE MIXTURE TON $ 34.00 172.1 19.5 93.0 183.0 583 129.3 87.'
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 89.4 7.9 48.3 95.1 30.3 67.2 453
CONCRETE CURB & GU~FER, DESIGN B618 LF $ 8.00 1110.0 98.0 600.0 1180.0 376.0 834.0 562.0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 162.7 0.0 15.81 129.9 32.8 212.4 734
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 0,0 0.0 24.! 49.8 0.0 49.8 249
CONCRETE SIDEWALK SF $ 2.50 6660.0 0.0 1800.0 3540.0 11280 5004.0 3372(
PEDESTRIAN RAMP EA $ 300.00 4.0 0.0 2.0 20 20 4~0 4.0
SODDING, LAWN AND BOULEVARD SY $ 3.00 1233.3 108.9 6667 1311.1 417.8 926.7 624 4
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 12.5 63 00 6.3 12.5 125 6.3
FURNISH & INSTALL STREET SIGNS EA $ 200.00 1.0 1.0 1.0 1.0 1 0 0.0 1 0
ADJUST GATE VALVE EA $ 150.00 1.0 0.0 0,0 0.0 0.0 0.0 0.0
ADJUST MANHOLE EA $ 200.00 0.0 0.0 0.0 1.0 0.0 0.0 0.0
STORM SEWER LF $ 50.00 555.0 49.0 3000 590.0 188.0 417.0 281 0
S i REET LIGHTING LS $ 200.00 1.0 1,0 1.0 1.0 1.0 1.0 1.0
2" DIP CLASS 50 WA fERMAIN LF $ 30.00
2" GATE VALVE EA $ 1,500.00
8" DIP CLASS 52 WATERMAIN EA $ 25.00 550.0 415.0
8" GATE VALVE EA $ 1,000.00 2.0 2.0
I(YDRANT WITH 6" GATE VALVE EA $ 2,000.00 2.0 1.0
CORP. AND CURB STOP EA $ 120.00 10.0 5.0
1" COPPER LF $ 11.00 350,0 175 0
FIITINGS LBS $ 2.00 1000.0 2,0
CONNECT TO EXISTING EA $ 1,000.00 1.0 1.0
TRENCH STABILIZATION ROCK TON $ 16.00 100.0 100.0
TOTAL ESTIMATED CONSTRUCTION COST: $ 135,933.30 $ 9,008.97 $ 54,120.04 $ 109,218.32 $ 33,016.04 $ 100,055.53 $ 52,281.18
28% OVERHEAD: $ 38,061.32 $ 2,522.51 $ 15,153.61 $ 30,581.13 $ 9,244.49 $ 28,015.55 $ 14,638.73
TOTAL ESTIMATED PROJECT COST: $ 173,994.62 $ 11,531.48 $ 69,273,64 $ 139,799.45 $ 42,260.53 $ 128,071.07 $ 66,919.91
TOTAL COST: $ 7,195,013.85
O:\Proj\802400i\costest repod[1] 9
Pavement Rehabilitation Program 10/10/2002
Street Improvements Schedule
STREET QUINN RAILROAD DR. RAILROAD DR RAILROAD DR RAILROAD DR RUSH RUSH
FROM 5TH ST. JACKSON IRVING GATES 2ND ST. TH 10 5TH ST.
4TH ST. IRVING MAIN 2ND ST. EVANS 5TH ST. 4TH ST.
COMMON EXCAVATION CY $ 1000 801.1 838.1 1411.7 262.5 2000.8 593 I 865,3
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1281.8 1676.1 2016.7 360.0 2744.0 948.9 1878.9
REMOVE SIDEWALK SF $ 2.50 2060.0 2155.0 0.0 0.0 0.0 00 4450.0
REMOVE CONCRETE CURB & GUTTER LF $ 3.50 0.0 0.0 1452.0 0.0 0.0 0.0 8900
MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 0 0 0.0
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0 0.0 0.0 0.0 0 0 0.0
AGGREGATE BASE, CLASS V TON $ 10.50 524.2 547.2 922.9 171,3 1306.6 387.7 566.0
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 164,3 171.9 289.5 53.8 410.3 121.6 177.4
TYPE 31B, BASE COURSE MIXTURE TON $ 34.00 127.8i 133.7~ 225.2 41.9 319.1 94,6 138.0
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 66.4 69.4 117.0 21.8 165.8 49.1 71.7
CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 824.0 862.0 1452.0 270,0 2058.0 610.0 890.0
16" CONCRETE DRIVEWAY AND APRON SY $ 34.00 64.3i 7.9 39.4 0.0 23.7 15.8 I29,9
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 4981 24.9 124.4 0.0 49.8 24.9 498
CONCRETE SIDEWALK SF $ 2.50 4944,01 2586 0 0.0 0.0 0.0 3660.0 5340.0
PEDESTRIAN RAMP EA $ 300.00 4.0 2.0 0.0 0.0 0.0 40 4.0
SODDING, LAWN AND BOULEVARD SY $ 3.00 915.6 957.8 1613.3 3000 2286.7 677.8 988.9
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 6.3 6.3 12.5 0.0 0.0 12.5 12!
FURNISH & INSTALL STREET SIGNS EA $ 200.00 1.0 1.0 2,0 1.0: 1 0 1.0 2.0
ADJUST GATE VALVE EA $ 150 00 0.0 1.0 0 0 00 0.0 1,0 10
ADJUST MANHOLE EA $ 200,00 1.0 3.0 2.0 0.0 0.0 00 00
STORM SEWER LF $ 50.00 412.( 431.0 726.0 135,0 1029.( 305.0 445 0
STREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1 0 1.0 1 0
2" DiP CLASS 50 WATERMAIN LF $ 30.00 3900
2" GATE VALVE EA $ 1,50000 1.0
~" DIP CLASS 52 WATERMAIN EA $ 25.00
8" GA~'E VALVE EA $ 1,000.00
HYDRANT WITH 6" GATE VALVE EA $ 2,000.00 1.0
CORP. AND CURB STOP EA $ 120.00 7.0
1" COPPER LF $ 11.00 245.0
F TT NGS LBS $ 2.00 1000.0
CONNECT TO EXISTING EA $ 1,000.00 1.0
TRENCH STABILIZATION ROCK TON $ 16.00 100.0
TOTAL ESTIMATED CONSTRUCTION COST: $ 79,911.92 $ 75,556.73 $ 110,216.22 $ 19,053.64 $ 144,145.12 $ 54,717.58 $ 121,967 92
28% OVERHEAD: $ 22,375,34 $ 21,155.88 $ 30,860.54 $ 5,335.02 $ 40,360.63 $ 15,320.92 $ 34,151.02
TOTALESTII~ATED PROJECT COST: $ 102,287.26 $ 96,712.62 $ 141,076.76 $ 24,388.66 $ 184,505.76 $ 70,038.50 $ 156,118.94
TOTAL COST: $ 7,195,013.85
O:\Proj\802400j\costest-~epor ti 1J 10
Pavement Rehabilitation Program 10/10/2002
Street Improvements Schedule
S IREE I' RUSH :TIPTON UPLAND UPLAND UPLAND WATSON XENIA
FROM 4TH ST. MAIN TH 10 TIPTON 5TH ST. MAIN 2ND ST.
MAIN UPLAND TIPTON 5TH ST. MAIN END MAIN
COMMON EXCAVA1 ION CY $ 10.00 00 1678.1 618.3 750.6 1403.9 425.8 762.2
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 0.0 2493.1 848.0 857.8 1604.4 584.0 958.2
REMOVE SIDEWALK SF $ 2.50 0.0 0.0 0.0 0.0 0.0 00 0.0
REMOVE CONCRETE CURB & GUTTER LF $ 3.50 0.0 0.0 0.0 0.0 0.0 0.0 0.0
MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0 0.0 0.0 0.0 00 0.0
AGGREGATE BASE, CLASS V TON $ 1050 0.0 1098.2 403.8 490.1 917.8 278.9 498.4
TYPE 41A, WEAR COUSE MIXTURE TON $ 35 00 0.0 3441 126.8 153.9 287.9 87.3 156.3
TYPE 31B, BASE COURSE MIXTURE TON $ 3400 0.0 267.6 98.6 119.7 223.9 67 9 121.6
BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 0.0 139.0 51.2 62.2 116.3 35.3 63.2
CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 0.0 1726.0 636.0 772.0 1444.0 438 0 784.0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 00 136.6 7.9 1390 137.8 56.4 89.2
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 00 149.3 24.9 24.9 74.7 0.0 49.8
CONCRETE SIDEWALK SF $ 2.50 0.0 103560 3816.0 4632.0 4332.0 0.0 2352.0
PEDESTRIAN RAMP EA $ 300.00 0,0 4.0 4.0 4.0 2.0 0.0 2.0
SODDING, LAWN AND BOULEVARD SY $ 3.00 0 0 19178 706,7 857.8 t604,4 486.7 871,1
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 0.0 125 0.0 0.0 6.3 6.3 6.3
FURNISH & INSTALL STREET SIGNS EA $ 200.00 0,0 2.0 1.0 0.0 1.0 1,0 1,0
ADJUST GATE VALVE EA $ 150.00 0,0 2,0 0.0 20 0.0 1.0 10
ADJUST MANHOLE EA $ 200.00 0.0 4.0 0.0 20 1.0 0.0 1,0
STORM SEWER LF $ 50.00 0.0 863.0 318.0 386.0 7220 219 0 3920
S1REET LIGHI lNG LS $ 200.00 0.0 1.0 1.0 1.0 1.0 1.0 1.0
12" DIP CLASS 50 WAIERMAIN LF $ 30.00
12" GATE VALVE EA $ 1,500.00
8" DIP CLASS 52 WATERMAIN EA $ 2500
8" GATE VALVE EA $ 1.00000
HYDRANT WITH 6" GATE VAt VE EA $ 2,000.00
CORP AND CURB STOP EA $ 120.00
1" COPPER LF $ 11 00
FI%FINGS LBS $ 2.00
CONNECT TOEXISIlNG EA $ 1,000.00
TRENCH STABILIZATION ROCK TON $ 16.00
TOTAL ESTIMATED CONSTRUCTION COST: $ $ 155,878.09 $ 55,725.11 $ 71,604.13 $ 116,828.52 $ 32,916.04 $ 65,t00.12
28% OVERHEAD: $ $ 43,645.86 $ 15,603.03 $ 20,049.16 $ 32,711.98 $ 9,216.49 $ 18.228.03
TOTAL ESTIMATED PROJECT COST: $ $ 199,523.95 $ 71,328.14 $ 91,653.28 $ 149,540.50 $ 42,132.53 $ 83,328.15
TOTAL COST: $ 7,195,013.85
O:\Pr oj\802400j\costest- report[1 ] 11
Pavement Rehabilitation Program 10f10/2002
Street Improvements Schedule
S YREET YORK YORK
FROM MAIN 183RD CT.
183RD CT. 2ND ST.
COMMON EXCAVATION CY $ 10.00 530.8 208.1
REMOVE BITUMINOUS PAVEMENT SY $ 3.00 667.: 261.6
REMOVE SIDEWALK SF $ 2.50 0.0 0.0
REMOVE CONCRETE CURB & GU~'ZER LF $ 3.50 0.0 0.0
MAILBOX RELOCATION LS $ 500.00 00 0.0
MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0
AGGREGATE BASE, CLASS V TON $ 10.50 347.! 136.5
TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 108.9 42.7
TYPE 31 B, BASE COURSE MIXTURE TON $ 34.00 84.7 33.2
BI1 UMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 44.( 17.2
CONCRETE CURB & GUTTER, DESIGNB618 LF $ 8.00 546.0 214.0
6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 23.7 15.8
2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 74.7 49.8
CONCRETE SIDEWALK SF $ 2.50 1638.0 642.0
PEDESTRIAN RAMP EA $ 300.00 2.0 2.0
SODDING, LAWN AND BOULEVARD SY $ 3.00 606.7 237.8
FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 6.3 0.0
FURNISH & INSTALL STREET SIGNS EA $ 200.00 1.0 0.0
ADJUST GATE VALVE EA $ 150.00 0.0 0.0
ADJUST MANHOLE EA $ 200.00 1.0 1.0
STORM SEWER LF $ 50.00 273.( 107.0
STREET LIGHTING LS $ 200.00 1.0 1.0
12" DIP CLASS 50 WATERMAIN LF $ 30.00
12" GATE VALVE EA $ 1,500.00
8" DIP CLASS 52 WATERMAIN EA $ 25.00
8" GATE VALVE EA $ 1,000.00
HYDRANT WITH 6" GATE VALVE EA $ 2,000.00
CORP. AND CURB STOP EA $ 120.00
1" COPPER LF $ 11.00
FITTINGS LBS $ 2.00
CONNECT TO EXISTING EA $ 1,000.00
TRENCH STABILIZATION ROCK TON $ 16.00
TOTAL ESTIMATED CONSTRUCTION COST: $ 44,946.05 $ 18,609.23
28% OVERHEAD: $ 12,584.89 $ 5,210.59
TOTAL ESTIMATED PROJECT COST: $ 57,530.95 $ 23,819.82
TOTAL COST: $ 7,195,013.85
O:\Proj\8024OOj\costest repor([l] 12
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PAVEMENT REHABILATION PROGRAbl
STREET RECONSTRUCTION EXHIBIT
CONSULTING ENGINEERS
EXHIBIT
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PAVEMENT REHABILATION PROGP~M
SANITARY SEWER EXHIBIT
EXHIBIT
3
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SIZES & VALVES
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CORE CITY STREETS
PAVEMENT REHABLATION ~
WATER MAIN EXHIBIT
CONSULTING ENGINEERS
EXHIBIT
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PAVEMENT REHABILATION PROGRAM
STORM SEWER EXHIBIT
~~_ EXHIBIT
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CORE CITY STREETS
PAVEMENT REHABILATION PROGRAM
STREET ~ONS'TRUCTION EXHIBIT
CONSULTING ENGINEERS
EXHIBIT
6
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Antenna Tower
Mineral Excav&tion
LEGEND
AgriculKraJ Conaervation
Agriculttr~ Reaidental
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Single Famiy Residential
Single Famiy Reaiclential
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Two Famiy Residential
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Townhouae/MtJtip~ Famly Residential
MuiUple Farniy Reeidential
Planned Unit Developement
Business Park
Office District
Highway Commercial
Ught Industdal
CORE CITY STREETS
PAVEMENT REHABILATION PROGRAM
ZONING MAP EXHIBIT
CONSULTING
:EXHIBIT
7