geyer road improvements study - frontenac · 2017. 5. 1. · 515-0086-0hy 411 north 10th street,...

515-0086-0HY

411 North 10th Street, Suite 200

St. Louis, Missouri 63101

PHONE: 314.621.3395

5650 Mexico Road, Suite 2

St. Peters, Missouri 63376

PHONE: 314.621.3395

City of Frontenac, Missouri 10555 Clayton Road, Frontenac, Missouri 63131

Geyer Road Improvements Study

May 2016

Report Prepared By:

City of Frontenac, Missouri

TOC- i Geyer Road Improvements Study

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TABLE OF CONTENTS

1. Executive Summary ____________________________________________________________________ 1-1

1.1 Purpose ____________________________________________________________________________________ 1-1

1.2 Objectives __________________________________________________________________________________ 1-1

1.3 Benefits and Recommendations ________________________________________________________________ 1-2

2. Purpose ______________________________________________________________________________ 2-1

2.1 Study Area _________________________________________________________________________________ 2-1

2.2 Strategies __________________________________________________________________________________ 2-1

3. Approach ____________________________________________________________________________ 3-1

3.1 Procedure __________________________________________________________________________________ 3-1

3.2 Analysis ____________________________________________________________________________________ 3-1

4. Communication _______________________________________________________________________ 4-1

4.1 Data Collection ______________________________________________________________________________ 4-1

4.2 Optimize Cost-Effectiveness ____________________________________________________________________ 4-1

5. Recommendations _____________________________________________________________________ 5-1

5.1 Improvement Plan ___________________________________________________________________________ 5-1

5.2 Pedestrian Connectivity _______________________________________________________________________ 5-2

5.3 Geographic Information System ________________________________________________________________ 5-2

5.4 Budget Implementation Plan ___________________________________________________________________ 5-3

6. Conclusion ___________________________________________________________________________ 6-1

City of Frontenac, Missouri

TOC- i Geyer Road Improvements Study

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FIGURES

Figure 1-1. Photo of Current Stormwater Drainage System Near Twin Fawns Subdivision _______________ 1-2

Figure 2-1. Geyer Road Study Area __________________________________________________________ 2-2

Figure 3-1. Residential Survey Flyer __________________________________________________________ 3-2

Figure 4-1. Photo of Utilities Within the Geyer Road Right-of-Way Near Hickory Lane Subdivision _________ 4-1

Figure 5-1. Photo Looking South on Geyer Road near the Old Des Peres Church _______________________ 5-7

Figure 5-2. Rendering of Proposed Geyer Road Improvements ____________________________________ 6-1

APPENDICES

Appendix A. Conceptual Design Plan Package

Appendix B. Engineering Design, Right-of-way and Construction Cost Estimates

City of Frontenac, Missouri 1-1 Geyer Road Improvements Study

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1. EXECUTIVE SUMMARY

1.1 PURPOSE

The City of Frontenac (City) contracted with Lochmueller Group (Lochgroup) in November of 2015 to develop a

design study to evaluate the existing pavement condition, stormwater drainage functionality, as well as safety

concerns along Geyer Road between Clayton Road south to the City’s limits. This study, in turn, will assist the

City to develop a plan for future improvements within the public right-of-way. The report examines specific

improvement recommendations and actions for pavement preservation, stormwater drainage, pedestrian

accommodations, and coordination of utility infrastructure improvements. Specific objectives of the assessment

were to develop a conceptual scope and schedule as well as anticipated costs for improvements to the Geyer

Road corridor for future planning and budgeting efforts. In total, items to be evaluated include addressing

stormwater drainage concerns, the feasibility, moreover, want of improving pedestrian access, the need of third

party utility improvements, better traffic flow improvements as well as improving the condition of the existing

roadway pavement.

This study summarizes each recommendation throughout the Geyer Road corridor with estimates of project

costs (engineering, right-of-way and construction), and identifies possible supplemental funding sources that are

available to the City. Cost estimates are included and forecasted through a proposed schedule.

In general, this report can form the basis of efforts to maintain and improve the Geyer Road corridor.

1.2 OBJECTIVES

A toolkit of strategies was identified to promote a smart design for improvements along Geyer Road. The

objective of these strategies is to develop a plan consistent with the goals of the community that the City can

afford to implement and maintain in the future.

Lochgroup executed the study in close coordination with the City’s Public Works staff, including weekly updates

on progress and outlined work accomplished. Resident outreach, by means of a survey questionnaire, was

developed to provide feedback to the City’s administration specifically as it related to proposed pedestrian

improvements. In addition to the survey questionnaires, Lochgroup and City representatives met personally

with some residents along the study corridor as data was collected. The survey and discussions in the field

promoted an open communication effort between property owners and the City.

In order to accomplish the goals set forth by the City, several roadway improvement strategies were evaluated.

Among these improvements considered were removal and replacement of only the necessary declined asphalt

pavement areas, widening of lanes, bicycle and pedestrian enhancements such as on street widened shared use

lanes, or dedicated on street bicycle lanes, separated bicycle and/or pedestrian paths and sidewalks. Those

strategies based on improving stormwater drainage are the addition of curb and gutter adjacent to the existing

pavement; repair/replacement of existing drainage structures, widening/deepening of ditches, and the

additional of new storm sewers where necessary. During the evaluation process, as vetted during the January

13th Public Works Commission Meeting, the improvements were screened and prioritized based on cost, impact

to adjacent properties, benefit provided, and how they coincided with the results of the residential survey

questionnaire.


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Strategic improvement plans for Geyer Road were developed based upon transportation needs in conjunction

with the discussions held during the Public Works Commission Meeting.

1.3 BENEFITS AND RECOMMENDATIONS

The immediate benefits of the study include better information availability for yearly planning and budgeting as

well as better coordination of future third party utility improvements. The results of the study can also be

utilized in efforts to obtain grant funding through federal reimbursement programs to assist with

implementation of the recommended improvements. These improvements will safeguard the City’s existing

investment in Geyer Road by preventing further deterioration due to pavement age and drainage deficiencies,

including ponding water concerns, while also addressing sight distance issues. This document can serve as a

guide for the City during the implementation of the recommended improvements.

Recommendations include:

» Resurfacing of the existing pavement with a mill and overlay process or full depth repairs as needed

» Addition of new concrete curb and gutter system on both sides of the roadway or only in priority areas

» Repair/replace deficient existing drainage infrastructure

» Addition of new storm sewer and inlet structures to address drainage issues

» Improve sight distance by removing certain obstructions within the right-of-way

» Coordinate utility upgrades in conjunction with the roadway improvements

» Provide enhancements, when feasible, to maintain the “Country Lane” feel of Geyer Road

» Provide a design that supports future pedestrian improvements (i.e. sidewalks, crosswalks and curb

ramps conforming with the current Americans with Disabilities Act standards)

Figure 1-1. Photo of Current Stormwater Drainage System Near Twin Fawns Subdivision


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2. PURPOSE

2.1 STUDY AREA

Specifically, the study area consists of improvements to be made within the public right-of-way along Geyer

Road which will then be maintained by the City of Frontenac. The proposed improvements are between the

intersection of Geyer Road and Clayton Road south along Geyer Road to the Frontenac / Kirkwood City limits. A

map of the study area is shown in Figure 2-1.

The proposed improvements are anticipated to be in accordance with the City of Frontenac, the Missouri

Department of Transportation’s (MoDOT’s) Local Public Agency (LPA) and MSD’s design standards, policies, and

procedures. Allowing for the flexibility to seek grant funding, MoDOT’s design criteria must be included in order

to accommodate those requirements of federally funded projects.

The proposed improvements are located primarily within the City’s maintained right-of-way. These proposed

improvements are reflected in the conceptual design plans which are provided in Appendix A: Conceptual

Design Plan Package.

2.2 STRATEGIES

The following are design strategies to be utilized in preparation of the Geyer Road design improvements.

1. Identify existing infrastructure and safety concerns throughout the corridor;

2. Present alternative improvement concepts that alleviate these concerns;

3. Use public engagement to refine the preferred improvement alternatives; and

4. Use findings of this report as a tool for strategizing funding mechanisms for project implementation

Lochgroup’s design team’s objectives are to investigate innovative and cost savings approaches in order to help

the City of Frontenac meet the challenges surrounding the proposed improvements to Geyer Road. This report

centers on sustainability, planning and green infrastructure practices in order to assist in merging the overall

goals towards a common-sense design approach. Finally, Lochgroup identifies mechanisms for the best

utilization of funds while addressing long-term goals and planning appropriately for these future needs. Overall,

this document details recommendations for improvements and provides a blueprint for moving the project

forward toward implementation.


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Figure 2-1. Geyer Road Study Area


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3. APPROACH

3.1 PROCEDURE

Lochgroup’s approach to the study was to ensure completeness and quality of the data collected, safe and

efficient field operations, assist with public engagement and regular communication and proper coordination

with the City’s Department of Public Works staff. Recommended improvements were examined in conjunction

with the answers received from the residential survey questionnaires, at the January 13th Public Works

Commission Meeting. A combination of field and office engineering data collection techniques helped obtain

existing infrastructure information, and identification of recommendations which will optimize the reliability of

pavement service and the efficiency of future maintenance and repair activities along Geyer Road. Our

approach to the study is broken down further into the following evaluation criteria:

3.2 ANALYSIS

Review of Existing Data – Lochgroup reviewed data provided by the City and developed mapping and other

tools for use during the field assessment. This data included creating Geographic Information System (GIS) maps,

and utilizing existing survey data as well as reviewing MSD, Missouri American Water Company and Laclede Gas

Company records.

Identification of Roadway and Stormwater Drainage Criteria – Lochgroup developed a plan to evaluate the

existing infrastructure. The plan was reviewed with City Public Works Department staff and adjusted to

incorporate applicable projects identified within the City’s stormwater master plan.

Communication Plan – Lochgroup assisted the City in preparing a survey questionnaire which was delivered to

each property owner along the Geyer Road corridor. The survey questionnaire specifically asked the resident’s

views on new roadway and pedestrian improvements. Approximately 58% of the surveys mailed were returned

and of those returned approximately 44% favored introducing pedestrian access. In addition, approximately

71% did not favor lane widening, 68% did not favor the installation of sidewalks and 62% did not favor the

installation of a walking path or trail. A copy of the survey is included as Figure 3-1.

Data – Data obtained during the assessment was compiled and checked. Lochgroup coordinated with the City

to correct the location of various stormwater drainage infrastructure and configuration of piping. Likewise,

various pavement areas were assessed along the proposed project limits in order to prepare accurate

construction estimates.

Recommendations – Lochgroup identified improvements to the transportation route as a way to assist the City

forecast proper funding, via their budget process, for future years. Lochgroup also identified outside funding

sources to possibly supplement the City’s budget in order to expedite the implementation process.

Conceptual Design Plans & Estimates – Lochgroup developed plans, as referenced in Appendix A, outlining the

conceptual improvements to Geyer Road. Professional engineering design, right-of-way and construction cost

estimates were also developed as is reflected in Appendix B. Only if necessary, does the City anticipate

acquisition of permanent right-of-way in conjunction with the roadway improvements.


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Figure 3-1. Residential Survey Flyer


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4. COMMUNICATION

4.1 DATA COLLECTION

During field visits related to data collection, causal engagement occurred with the survey team. Some property

owners were inquisitive about the reasoning behind the field operations. While others, albeit a small number of

residents engaged, expressed their displeasure towards sidewalks or any form of pedestrian route along Geyer

Road. These opinions were discussed, in conjunction with the improvement strategies, at the January 13th

Public Works Commission Meeting. One of the main purposes of the Public Works Commission Meeting was to

describe the objectives, activities, and schedule related to the proposed improvements for the corridor.

Additional separate meetings occurred between Lochgroup and the applicable utility companies. During these

meetings additional information was obtained specifically related to the locations of utility main lines and

service connections.

4.2 OPTIMIZE COST-EFFECTIVENESS

As communicated with the Missouri American Water Company, it is anticipated that some of the water mains

segments along Geyer Road will soon reach the end of their reliable service life. Lochgroup acknowledges that

roadway improvements should be coordinated with the utility owner in areas where future installation, repair or

replacement of mains and valves are recommended. Lochgroup recommends that the age, materials, known

condition, and maintenance history of affected main segments be considered when planning roadway

improvements to determine if overall costs to the utility could be reduced by combining these efforts

simultaneously.

Figure 4-1. Photo of Existing Utilities Within the Geyer Road Right-of-Way Near Hickory Lane Subdivision


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5. RECOMMENDATIONS

5.1 IMPROVEMENT PLAN

The development of a strategic roadway and stormwater drainage improvement plan for the Geyer Road

corridor is based upon the transportation needs and the preferences of the adjacent residential developments.

If supplemental federal funding enters the budget equation then conformance with the policy goals and

objectives of the East-West Gateway Council of Government’s (E-WGCoG), the St. Louis Metropolitan Planning

Organization, long-range plan must be adhered. The following is a list of supplemental budget programs which

could be utilized as cost sharing mechanisms in order to expedite the future Geyer Road improvements.

Transportation Improvement Program (TIP)

Purpose: To maintain, expand, and enhance transportation facilities. This is the major source of funding for

transportation projects in both the region and nation. The TIP is the regionally agreed upon list of priority

projects, as required by federal law (TEA-21, SAFETEA-LU). The TIP document must list all projects that intend to

use federal funds, along with non-federally funded projects that are regionally significant. The projects are multi

modal; that is, they include bicycle, pedestrian, freight-related projects, and innovative air quality projects, as

well as the more traditional highway and public transit projects.

Congestion Mitigation and Air Quality (CMAQ)

Purpose: Competitive funding for transportation-related projects that help the region reduce emissions from

highway sources and meet National Clean Air Act standards. The SAFETEA-LU CMAQ program provides funds to

state DOTs, MPOs, transit agencies and municipalities to invest in projects that reduce criteria air pollutants

regulated from transportation-related sources over a period of five years.

Safe Routes to School (SRTS)

Purpose: Grants to establish safe walking routes for children commuting to school. Safe Routes to School is

designed to work with both school districts and pedestrian and bicycle safety advocates to make physical

improvements that promote safe walking and biking passages to our schools. Collectively, these efforts would

save on school busing costs and promote a healthy lifestyle for our children. In addition, some funding may be

used for pedestrian education efforts.

Project Scheduling

Projects are scheduled in terms of short, medium, and long term. If supplemental funding is acquired during

the process of implementing the improvements along Geyer Road then this overall project would fall into the

category of a medium term project (approximately 3-7 years to implement). The conceptual plan divides the

overall project into three phases. These phases, depending on funding, can be minimized or maximized due to

additional factors such as geometry limits, environmental assessments and/or concurrent utility improvement

projects. The proposed roadway and stormwater drainage improvements (Phases I, II & III) are reflected in the

conceptual design plans which are provided in Appendix A: Conceptual Design Plan Package.


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Roles of Agencies

Metropolitan Planning Organization (MPO): The East-West Gateway Council of Governments (E-WGCoG),

serving as the MPO for this region, is required to coordinate a comprehensive and continuing transportation

planning process. This process results in the development of a Transportation Improvement Program (TIP),

which identifies all priority projects for which federal funds will be sought. The TIP represents a consensus

among state and regional officials as to what regional improvements are to be made.

Missouri Department of Transportation (MoDOT): The state ultimately makes the decision on what

improvements are done to its facilities, but it often coordinates with the county or local municipalities when the

improvements include facilities under their jurisdiction and receiving federal funding.

St. Louis County: The County has the ultimate decision concerning improvements on County roads and facilities,

but it typically coordinates with the municipality in which the improvements are located.

The City of Frontenac: Local governments such as Frontenac not only have jurisdiction over their local road

system, they also control local land use decisions. Local officials must understand the traffic impacts that could

be generated from a particular development and understand the synergy that exists between land use decisions

and transportation improvements. Local officials need to be involved in the planning process for all levels to

make sure that the concerns of their residents are addressed and to assist in the problem identification and

improvement recommendations.

5.2 PEDESTRIAN CONNECTIVITY

Past meetings with the City’s administration involved discussions of level of need for pedestrian planning and

investment along Geyer Road. The following improvements could increase safety for those pedestrians that

utilize Geyer Road:

» Install wider traffic lanes

» Install crosswalks and pedestrian countdown timers on all legs of the intersection with Clayton Road

» Establish, where feasible, a clear zone behind the proposed curb and gutter

» Install sidewalks and crosswalks where pedestrian usage warrants

» Integrate bicycle friendly pavement markings and/or signage alerting vehicular traffic to share the road

5.3 GEOGRAPHIC INFORMATION SYSTEM

In addition to the recommendations related to improving infrastructure, Lochgroup also has recommendations

related to further improving the digital data associated with those physical assets. Without this information,

effective management of the City’s assets is not possible. Information related to these assets need to be

protected through a Geographic Information System (GIS) and maintained to be useful and provide maximum

benefit to the City.

Through the course of this project, Lochgroup has identified a number of opportunities for other improvements.

These recommendations are summarized below.


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» Lochgroup noticed discrepancies between certain utility infrastructures as shown in either MSD’s,

Missouri American Water Company’s or Laclede Gas Company’s recorded documents. This is an issue

the City should consider evaluating to further “clean-up” recorded data within the study area to make it

more reliable and thus more useful.

» Enhancements to the GIS data should be made to be able to easily and clearly distinguish between all

utility lines and appurtenances. It is important because these different utility functions or applications

impact the frequency of certain maintenance activities.

5.4 BUDGET IMPLEMENTATION PLAN

This section summarizes each recommended improvement phase by year, estimates possible project costs

(engineering, right-of-way acquisition and construction), and identifies possible scenarios and funding sources

that may be available to the City. General cost estimates are listed below by fiscal year in which a detailed

account of each improvement can be found in Appendix B: Engineering Design and Construction Cost Estimates.

These cost estimates are detailed by one of two categories: City Fully Funded or City and Federally Funded.

City Fully Funded: FY’ 2016/2017 – ONLY SCENARIO

Phase I Design fee (including survey and geotechnical services): $ 97,500.00

Transportation Alternatives Program (TAP) application fee: $ 3,750.00

Transportation Improvement Program (TIP) application fee: $ 5,000.00

Total: $106,250.00

The City will fully fund (no federal reimbursements) the Phase I design fee, the TAP application and the TIP

application in year 1.

The timeframe for the FY’ 2016/2017 budget will not allow for a complete review process from East-West

Gateway Council of Governments in which applications are due in March each year and awards are announced

the following July of that same year.

City Fully Funded: FY’ 2017/2018 – SCENARIO 1

Phase II Design fee (including survey and geotechnical services): $ 95,600.00



Phase I Construction Services: $ 90,000.00

Phase I Construction (Including storm sewer improvements): $1,021,475.00

Total: $1,215,825.00

The City will fully fund (no federal reimbursements) the Phase II design fee, the TAP application, the TIP

application, the right-of-way acquisition and the construction (Phase I) in year 2.


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City and Federally Funded: FY’ 2017/2018 – SCENARIO 2

***Assuming the TIP Application is Approved (80% Federal Funds with 20% City match)***


*Transportation Alternatives Program (TAP) application fee: $ 3,750.00

*Transportation Improvement Program (TIP) application fee: $ 5,000.00

Phase I Construction Services: $ 18,000.00

Phase I Construction (Including storm sewer improvements): $ 204,295.00

Total: $ 250,165.00

If the TIP application is approved, the City will fund 20% of the right-of-way acquisition and the

construction (Phase I) in year 2. The City will fully fund the Phase II design fee, the TAP application and the

TIP application in year 2.

*TIP and TAP applications are not eligible for reimbursement

If the City elects to pursue federal funding dollars the difference could be an approximate savings of

$965,660.00 for the FY’2017/2018 budget.


Phase III Design fee (including survey and geotechnical services): $ 97,500.00



Phase II Construction Services: $ 90,000.00

Phase II Construction (Including storm sewer improvements): $ 637,060.00

Total: $ 833,310.00

The City will fully fund (no federal reimbursements) the Phase III design fee, the TAP application, the TIP

application, the right-of-way acquisition and the construction (Phase II) in year 3.


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*Transportation Alternatives Program (TAP) application fee: $ 3,750.00

*Transportation Improvement Program (TIP) application fee: $ 5,000.00

Phase II Construction Services: $ 18,000.00


Total: $ 173,662.00


construction (Phase II) in year 3. The City will fully fund the Phase II design fee, the TAP application and the

TIP application in year 3.

*TIP and TAP applications are not eligible for reimbursement


$659,648.00 for the FY’2018/2019 budget.


Phase III Construction Services: $ 90,000.00

Phase III Construction (Including storm sewer improvements): $1,150,625.00

Total: $1,240,625.00

The City will fully fund (no federal reimbursements) the Phase III right-of-way acquisition and the

construction in year 4.



Phase III Construction Services: $ 18,000.00

Phase III Construction (Including storm sewer improvements): $ 230,125.00

Total: $ 248,125.00


construction (Phase III) in year 4.


$992,500.00 for the FY’2019/2020 budget.


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In total, if the City elects to pursue federal funding dollars for all three proposed phases of the Geyer Road

improvements the difference could be an approximate savings of $2,690,000.00 compared to fully funding the

entire project.

In addition to the above fiscal year scenarios of City fully funded vs. supported federally funded the following list

will assist the City with an alternate scenario of installing new concrete curb and gutter only in high priority

areas as well as identifying options for internal budgetary considerations. By installing new concrete curb and

gutter only in high priority areas, the City is not be eligible for federal funding.

City Fully Funded – ONLY NEW CONCRETE CURB & GUTTER IN HIGH PRIORITY AREAS – FY’ 2017/2018


Phase I Construction (Including storm sewer improvements): $ 663,959.00

Total: $ 711,759.00




Total: $ 462,839.00


Phase III Construction (Including storm sewer improvements): $ 747,906.00

Total: $ 747,906.00

Stormwater Drainage Improvement Costs

As represented in Appendix B: Engineering Design and Construction Cost Estimates, cost estimates can be

derived for only stormwater drainage improvements as detailed by two categories: Partial Design Costs and

Specific Line Item Improvements for the entire project as listed below.

Partial Design Costs Total: $116,240.00

Specific Line Item Improvements (Construction) Total: $1,123,664.00

Pavement Replacement Improvement Costs

As represented in Appendix B: Engineering Design and Construction Cost Estimates, cost estimates can be

derived for only pavement replacement improvements as detailed by two categories as well: Partial Design

Costs and Specific Line Item Improvements for the entire project as listed below.

Partial Design Costs Total: $174,360.00

Specific Line Item Improvements (Construction) Total: $1,685,496.00


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Phase II: Adjacent Cemetery Improvement Costs

In the event the Phase II project limits needs to be reduced in scope due to unforeseen sight conditions, i.e.

environmental assessments and/or historic exclusion purposes specifically as they pertain to the property

containing the historic Old Des Peres Church, the cost estimates are detailed by two categories: Phase II-A

(Federally Funded) Limits and Phase II-B (City Fully Funded) Reduced Limits for the entire proposed Phase II

project limits as listed below.

Figure 5-1. Photo Looking South on Geyer Road near the Old Des Peres Church

Phase II-A (Federally Funded) Limits:



Total: $ 95,245.00


Phase II-B (City Fully Funded) Reduced Limits:



Total: $ 256,431.00

***Assuming the City Does Not Apply for Federal Funds***


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6. CONCLUSION

The area along Geyer Road holds great potential for residential sustaining high property values; however, it will

require significant proactive work on the part of the City of Frontenac. The City’s role will include working with

the East-West Gateway Council of Governments and residents to ensure that all parties involved are invested in

a consistent roadway pattern. This pattern will be marked slightly different than conventional suburban

development and will require more creativity and flexibility, as well as a continued focus on ways to increase the

level of walkability and multimodal planning. The City is well on its way with the conceptual designs developed

by Lochgroup and its understanding that tackling the potential supplemental funding mechanisms is an

important next step. By utilizing the information in this document, the City has an action plan and a timeline for

addressing the challenges as it moves ahead in preparing adjacent property owners with modifying the image of

the proposed roadway and stormwater drainage improvements. The remaining public right-of-way, not used for

the current pavement and drainage recommendations, may be utilized as a shoulder, a bicycle lane, a sidewalk

or sidewalk buffer, or for green streets implementation.

The Geyer Road corridor is clearly a critical area for this type of study. Other critical roadways, and eventually

the entire network of roadways would benefit from a similar effort. This study may serve as a pilot for gradually

expanding this approach to the remainder of the roadway system in which Lochgroup is available to provide

additional services to the City upon request.

Figure 6-2. Rendering of Proposed Geyer Road Improvements

APPENDIX A

Conceptual Design Plan Package

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599.29

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598.84

598.71

598.63

48 49 50 51 52 53

570

580

590

600

610

570

580

590

600

610

1

SCALE

6040200

Ë GEYER ROAD

MA

TC

H

LI

NE

ST

A 5

3+

40.

00

LEGEND

PROPOSED STORM INLET AND PIPE

PROPOSED CURB AND GUTTER

EXISTING CURB

EXISTING ROW

H/W

MARYELIZABETH

JOHN HJR &

LONDOFF

55

11:12:10 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

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ON

DA

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OF

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NO.

2002011852

MI

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ON

GE

YE

R

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PL

AN

&

PR

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

598.63

598.68

598.84

598.98

599.14

599.49

599.83

600.22

600.58

601.12

601.81

602.52

603.52

604.12

604.85

605.55

606.32

606.93

607.46

607.80

607.93

607.56

607.32

606.87

606.20

605.43

604.66

603.83

603.06

MA

TC

H

LI

NE

ST

A

53

+4

0.0

0

MA

TC

H

LI

NE

ST

A

59

+0

0.0

0

54 55 56 57 58 59

580

590

600

610

620

580

590

600

610

620

2

SCALE

6040200

Ë GEYER ROAD

BRIA

R

RID

GE

LN 60

11:12:11 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

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UN

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RSI

GN

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PR

OF

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ON

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NO.

2002011852

MI

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R

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PL

AN

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

603.06

602.25

601.21

600.37

599.50

598.53

597.67

596.48

595.14

593.95

592.90

591.33

590.12

588.77

587.45

586.31

585.35

583.91

582.56

581.19

579.53

578.23

577.38

575.76

574.29

573.09

571.61

570.47

569.33

MA

TC

H

LI

NE

ST

A

59

+0

0.0

0

MA

TC

H

LI

NE

ST

A

64

+6

0.0

0

59 60 61 62 63 64

560

570

580

590

600

560

570

580

590

600

3

SCALE

6040200

Ë GEYER ROAD

TWIN FA

WNS

DR

65

70

11:12:12 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

TE


UN

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RSI

GN

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PR

OF

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N 10

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NO.

2002011852

MI

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GE

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PL

AN

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PR

OFI

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

569.33

567.94

566.93

565.78

564.14

563.01

561.71

560.30

559.41

558.45

557.43

556.63

555.98

555.27

555.05

554.50

553.76

553.13

552.78

551.85

550.83

550.89

550.28

549.70

549.49

548.69

548.48

548.04

547.79

MA

TC

H

LI

NE

ST

A

64

+6

0.0

0

MA

TC

H

LI

NE

ST

A

70

+2

0.0

0

65 66 67 68 69 70

540

550

560

570

580

540

550

560

570

580

4

SCALE

6040200

Ë GEYER ROAD

TRUSTEE

DENNIS J

ZARETSKY CANDACE H/W

CHRISTOPHER &

HYAMS

OA

K

VA

LLEY

DR

75

11:12:14 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

TE


UN

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RSI

GN

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PR

OF

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2002011852

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ON

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PL

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

547.79

547.55

547.26

546.81

546.72

546.49

546.25

546.09

546.01

545.97

545.99

545.96

546.10

546.13

546.00

545.72

545.24

544.90

544.24

543.76

543.05

542.16

541.43

540.64

539.86

538.99

538.04

537.33

536.88

MA

TC

H

LI

NE

ST

A

70

+2

0.0

0

MA

TC

H

LI

NE

ST

A

75

+8

0.0

0

71 72 73 74 75

520

530

540

550

560

520

530

540

550

560

5

SCALE

6040200

Ë GEYER ROAD

CANDACE H/W

CHRISTOPHER &

HYAMS

H/W

ERIC H & ANN M

BRUNNGRABER

HIC

KO

RY

LN

80

HIG

H

MEA

DO

W

RD

11:12:15 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

536.88

536.44

535.96

535.61

535.47

535.24

535.19

534.95

534.82

534.49

534.48

534.72

534.78

535.07

535.36

535.62

535.85

536.00

536.02

532.00

525.84

527.40

535.94

536.13

536.12

536.23

536.12

536.13

535.94

MA

TC

H

LI

NE

ST

A 7

5+8

0.

00

MA

TC

H

LI

NE

ST

A

81

+4

0.0

0

76 77 78 79 80 81

510

520

530

540

550

510

520

530

540

550

6

SCALE

6040200

Ë GEYER ROAD

TRUSTEES

MAUREEN H/W

GAERTNER GARY M

HU

NTLEIG

H

MA

NO

R

LN

85

11:12:16 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

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TE/

LI

CE

NS

E

NO.

2002011852

MI

SS

OU

RI

ST

AT

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GI

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NG

CO

RP

OR

ATI

ON

GE

YE

R

RO

AD

PL

AN

&

PR

OFI

LE

PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

535.94

535.86

535.82

536.10

536.06

536.35

536.67

536.89

537.15

537.46

537.83

538.01

538.24

538.41

538.67

538.96

539.08

539.26

539.69

539.99

540.24

540.83

540.93

541.03

541.07

540.91

540.43

540.10

539.81

MA

TC

H

LI

NE

ST

A 81

+40.00

MATCH LINE STA 87+00.00

82 83 84 85 86 87

520

530

540

550

560

520

530

540

550

560

7

SCALE

6040200

Ë GEYER ROAD

H/W

&

KATH

LEE

N

H

MA

RTIN JO

HN

H

RE

VO

CA

BLE TR

UST

PR

YO

R

CA

RO

LIN

E

R

8"

PI

PE

GE

YER

WO

OD

LN

90

11:12:18 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

TE


UN

DE

RSI

GN

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PR

OF

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SI

ON

AL

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TO

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TO

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SAI

NT

LO

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SS

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411

N 10

TH

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RE

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SUI

TE 200

CE

RTI

FI

CA

TE/

LI

CE

NS

E

NO.

2002011852

MI

SS

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ST

AT

E

EN

GI

NE

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NG

CO

RP

OR

ATI

ON

GE

YE

R

RO

AD

PL

AN

&

PR

OFI

LE

PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

539.81

539.52

539.61

539.23

539.22

539.31

539.30

539.33

539.50

539.87

540.22

540.75

541.06

541.69

542.02

542.43

542.44

542.45

542.49

542.73

542.81

543.08

543.35

543.45

543.60

543.66

543.81

543.88

544.06

MA

TC

H

LI

NE

ST

A 87

+00.00

MA

TC

H

LI

NE

ST

A 92

+60.00

87 88 89 90 91 92

520

530

540

550

560

520

530

540

550

560

8

SCALE

6040200

Ë GEYER ROAD

JIL

L H

H/W

DE

RE

K

A

LE

ATH

MA

RIA

NN

EM

CC

AR

TH

Y

B

H/W

MA

RG

AR

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&

MIC

HAEL D

ON

KE

N

95

11:12:19 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

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UN

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RSI

GN

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PR

OF

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ON

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F (314) 621-3288

SAI

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LO

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SS

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N 10

TH

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RE

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CE

RTI

FI

CA

TE/

LI

CE

NS

E

NO.

2002011852

MI

SS

OU

RI

ST

AT

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GI

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NG

CO

RP

OR

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ON

GE

YE

R

RO

AD

PL

AN

&

PR

OFI

LE

PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

544.06

543.95

543.96

543.82

543.69

543.45

543.47

543.33

543.20

543.26

543.56

543.53

543.36

543.17

542.71

542.69

542.49

542.21

542.19

542.05

541.97

541.76

541.61

541.33

541.53

541.61

541.67

541.56

MA

TC

H

LI

NE

ST

A 92

+60.00

MA

TC

H

LI

NE

ST

A 98

+00.00

93 94 95 96 97 98

520

530

540

550

560

520

530

540

550

560

9

SCALE

6040200

Ë GEYER ROAD

JOSEPH B JR

KLOECKER

####

SHEPHERD WOODS

RD

100

PHASE 2

PHASE 3

11:12:20 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

TE


UN

DE

RSI

GN

ED

PR

OF

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SI

ON

AL

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LA

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SAI

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2002011852

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PL

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

541.56

541.75

541.87

541.98

542.16

542.29

542.48

542.66

542.86

543.08

543.47

543.68

544.33

544.85

545.51

546.47

547.29

548.35

549.88

551.10

552.04

553.77

555.08

556.58

557.79

MATC

H LI

NE ST

A 98+00.00

MA

TC

H

LI

NE

ST

A 102

+80.00

99 100 101 102

530

540

550

560

570

530

540

550

560

570

10

SCALE

6040200

Ë GEYER ROAD

98

105

11:12:21 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

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UN

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GN

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PR

OF

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F (314) 621-3288

SAI

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N 10

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2002011852

MI

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PL

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

557.79

559.31

560.51

562.66

564.01

565.58

567.32

568.59

570.06

571.46

572.99

574.27

575.87

577.52

578.98

580.56

581.72

583.01

584.45

585.46

586.15

587.21

588.13

588.52

588.93

588.94

588.84

588.58

588.35

MA

TC

H

LI

NE

ST

A 1

02

+8

0.0

0

MA

TC

H

LI

NE

ST

A 1

08

+4

0.0

0

103 104 105 106 107 108

550

560

570

580

590

550

560

570

580

590

11

SCALE

6040200

Ë GEYER ROAD

FO

X

RID

GE

RD

CO

UNTR

YSID

E

LN

110

11:12:22 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

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ON

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GN

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MI

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

588.35

588.03

587.52

587.32

587.02

586.43

586.23

586.13

585.99

585.97

586.17

586.48

587.08

587.52

588.11

588.81

589.79

590.58

591.52

592.41

593.53

594.46

595.55

596.72

597.49

598.71

MA

TC

H

LI

NE

ST

A 1

08

+4

0.0

0

MA

TC

H

LI

NE

ST

A 1

13

+4

0.0

0

109 110 111 112 113

570

580

590

600

610

570

580

590

600

610

12

SCALE

6040200

Ë GEYER ROAD

JR REVOCABLE TRUST

SHIELDS JOHN OGDEN

TRUSTEE

ZITZMANN JEROME M

PRESBYTERIAN CHURCH

FAITH & DES PERES

CO

AC

H

N

FO

UR

LN

FOXRUN

LN

115

11:12:24 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

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F (314) 621-3288

SAI

NT

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MI

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411

N 10

TH

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RE

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SUI

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RTI

FI

CA

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LI

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NS

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NO.

2002011852

MI

SS

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RP

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ON

GE

YE

R

RO

AD

PL

AN

&

PR

OFI

LE

PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

598.71

599.62

600.45

601.31

602.38

603.32

604.35

605.77

606.72

607.87

608.76

609.48

610.43

611.49

612.74

613.64

614.49

615.44

616.07

616.76

618.15

619.08

619.79

620.83

621.68

622.52

623.55

624.19

624.89

MA

TC

H

LI

NE

ST

A 113

+40.00

MA

TC

H

LI

NE

ST

A 119

+00.00

114 115 116 117 118 119

590

600

610

620

630

590

600

610

620

630

13

SCALE

6040200

Ë GEYER ROAD

VICTORIA H/WTERRY B

& CROUPPE

N

H/WANGELA

M D &

HINER KELLY

ROSENBLUM BARRY

STEEPLEC

HA

SE

CT

120

125

PHASE 2PHASE 1

11:12:25 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

PTI

ON

DA

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UN

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OF

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SAI

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N 10

TH

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SUI

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RTI

FI

CA

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LI

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NS

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NO.

2002011852

MI

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ON

GE

YE

R

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PL

AN

&

PR

OFI

LE

PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

624.89

625.37

625.79

626.04

626.46

626.59

626.61

626.47

625.92

625.50

624.64

623.48

622.41

621.21

619.80

618.67

617.67

616.46

615.56

614.82

614.11

613.50

613.22

612.79

612.69

612.66

612.66

612.68

612.77

MA

TC

H

LI

NE

ST

A 119

+00.00

MA

TC

H

LI

NE

ST

A 124

+60.00

119 120 121 122 123 124

600

610

620

630

640

600

610

620

630

640

14

SCALE

6040200

Ë GEYER ROAD

MAHMOOD MUBEEN

TRS ETAL

CAROLYN H/W

RICHARD J &

BOWER

TRUST

DECLARATION OF

BARBARA A

SELECMAN

ETAL

TRUE JOHN D

H/W TRUSTEE

CHARMAINE C

JOHN J

MOELLER

HER

MIT

AGE

HIL

L

RD

OUTER

LA

DUE

RD

125

130

11:12:27 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

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ON

DA

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F (314) 621-3288

SAI

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LO

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411

N 10

TH

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RE

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SUI

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CE

RTI

FI

CA

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NS

E

NO.

2002011852

MI

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GI

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CO

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ON

GE

YE

R

RO

AD

PL

AN

&

PR

OFI

LE

PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

612.77

613.15

613.42

613.61

613.99

614.50

615.00

615.77

616.09

616.57

617.39

617.99

618.91

619.91

620.82

621.78

623.14

624.07

624.76

625.64

626.27

626.98

627.62

628.22

628.81

629.30

629.64

629.86

630.01

MA

TC

H

LI

NE

ST

A 1

24

+6

0.0

0

MA

TC

H

LI

NE

ST

A 1

30

+2

0.0

0

125 126 127 128 129 130

600

610

620

630

640

600

610

620

630

640

15

SCALE

6040200

Ë GEYER ROAD

LUCY M H/W

THOMAS C

GOLTERMANN

ETAL

TRUE JOHN D

MARCI H/W

SEAN &

GARRISON

H/W

ELAHE M

BENEDICT F

PAINTER

ANN TRUSTEE

RHOMBERG

GE

YER

DO

WNS

LN

GE

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LN

CHIP

PER

RD

135

11:12:28 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

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ON

DA

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N 10

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NS

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NO.

2002011852

MI

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

630.01

630.00

629.85

629.49

629.31

629.19

628.79

628.81

628.77

628.68

628.61

628.31

628.16

627.81

627.66

627.46

627.44

627.48

627.75

628.02

628.25

628.44

628.66

628.99

629.18

629.27

629.63

629.83

630.16

MA

TC

H

LI

NE

ST

A 1

30

+2

0.0

0

MA

TC

H

LI

NE

ST

A 1

35

+8

0.0

0

131 132 133 134 135

610

620

630

640

650

610

620

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650

16

SCALE

6040200

Ë GEYER ROAD

ANN TRUSTEE

RHOMBERG

TRE

GA

RO

N

PL

PO

RTLA

ND

DR

140

11:12:30 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

SC

RI

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ON

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PLANSPRELIMINARY

CONSTRUCTIONNOT FOR

GEYER

SL

630.16

630.45

630.78

631.24

631.60

632.00

632.28

632.45

632.63

632.71

633.19

633.62

633.85

634.19

634.65

635.04

635.21

635.63

635.99

636.48

636.60

636.93

637.02

637.10

637.33

637.49

637.59

637.85

637.94

MA

TC

H

LI

NE

ST

A 1

35

+8

0.0

0

MA

TC

H

LI

NE

ST

A 1

41

+4

0.0

0

136 137 138 139 140 141

610

620

630

640

650

610

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17

SCALE

6040200

Ë GEYER ROAD

CO

UNTR

Y

EST

ATES

PL

145

11:12:31 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

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CONSTRUCTIONNOT FOR

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637.94

638.26

638.67

638.89

639.34

639.54

639.58

640.06

640.24

640.30

640.55

640.91

640.88

641.21

641.52

641.47

641.79

642.29

642.53

643.16

643.29

643.45

643.92

644.09

644.29

644.68

644.80

645.21

645.40

MA

TC

H

LI

NE

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A 1

41

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0

MA

TC

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LI

NE

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A 1

47

+0

0.0

0

142 143 144 145 146 147

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18

SCALE

6040200

Ë GEYER ROAD

GE

OR

GIA

N

AC

RES

150

11:12:32 AM 5/3/2016

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DATE PREPARED

BRIDGE NO.

SHEET NO.

DATE


CONTRACT ID.

PROJECT NO.

BRIDGE NO.

JOB NO.

COUNTY

DISTRICT SHEET NO.

ROUTE STATE

DATE PREPARED

5/3/2016

MO

ST. LOUIS

DE

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Ë GEYER ROAD

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APPENDIX B

Engineering Design and Construction Cost Estimates

Route: Geyer Road Date: 6/7/2016

County: St. Louis Prepared By: JRB

Agency: City of Frontenac Checked By: LWJ

Project No.: 515-0086-0HY

ROADWAY

201-20.10 CLEARING AND GRUBBING L.S. 1 $5,000.00 1 $1,000.00 1 $5,000.00

202-20.10 REMOVAL OF IMPROVEMENTS L.S. 1 $15,000.00 1 $10,000.00 1 $15,000.00

203-10.30 CLASS A EXCAVATION C.Y $25.00 896 $22,402.59 619 $15,487.41 1406 $35,157.04

304-05.04 TYPE 5 AGGREGATE BASE (4" THICK) S.Y. $10.00 2688 $26,883.11 1858 $18,584.89 4219 $42,188.44

404-12.71 SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG70-22)CLP TON $95.00 175 $16,625.00

404-30.10 TYPE "C" BITUMINOUS PAVEMENT TON $80.00 949 $75,949.44 877 $70,171.93 1150 $92,007.65

405-30.25 ASPHALT PAVEMENT REPAIR (FULL DEPTH ASPHALT) - ESTIMATED AT 2% OF PAVEMENT S.Y. $150.00 170 $25,429.50 157 $23,495.07 205 $30,806.13

407-10.10 TACK-LIQUID ASPHALT GAL. $5.00 254 $1,271.48 235 $1,174.75 308 $1,540.31

412-10.02 PAVEMENT SURFACING AND TEXTURING (0" TO 2", CONCRETE OR ASPHALT) S.Y. $3.00 8477 $25,429.50 7832 $23,495.07 10269 $30,806.13

609-10.52 TYPE B CURB & GUTTER 2'-6" L.F. $35.00 6048.7 $211,704.50 4181.6 $146,356.00 9492.4 $332,234.00

621-20.10 PERMANENT YELLOW PAVEMENT STRIPING, PAINT L.F. $1.00 6600 $6,600.00 4600 $4,600.00 10200 $10,200.00

621-20.11 PERMANENT WHITE PAVEMENT STRIPING, PAINT L.F. $1.00 6600 $6,600.00 4600 $4,600.00 10200 $10,200.00

24" HIGH BUILD WATERBORNE SOLID WHITE PAVEMENT MARKING PAINT L.F. $6.00 24 $144.00 11 $66.00 22 $132.00

PEDESTRIAN

608-60.04 CONCRETE SIDEWALK (4" THICK) S.Y. $40.00 366 $14,624.00

DRAINAGE

604.12.01 CURB INLET EA $2,500.00 26 $65,000.00 10 $25,000.00 17 $42,500.00

604-19.28 REINFORCED CONCRETE MANHOLE EA. $3,000.00 1 2 2

604-20.20 ADJUSTING BASIN OR INLET EA $1,000.00 9 $9,000.00 7 $7,000.00 10 $10,000.00

604-23.06 HYDRODYNAMIC SEPARATOR (6') EA $20,000.00 2 $40,000.00 2 $40,000.00 2 $40,000.00

604-52.99 CONNECTION TO EXISTING STORMSEWER SYSTEM EA $500.00 6 $3,000.00 2 $1,000.00 3 $1,500.00

726-23.12 12" REINFORCED CONCRETE STORMSEWER (CLASS III) L.F. $70.00 783 $54,810.00 396 $27,720.00 1208 $84,560.00

726-23.18 18" REINFORCED CONCRETE STORMSEWER (CLASS III) L.F. $85.00 674 $57,290.00 294 $24,990.00 191 $16,235.00

726-23.24 24" REINFORCED CONCRETE STORMSEWER (CLASS III) L.F. $100.00 152 $15,200.00 $0.00 $0.00

726-23.30 30" REINFORCED CONCRETE STORMSEWER (CLASS III) L.F. $115.00 703 $80,845.00 $0.00 $0.00

732-00.12 12" CONCRETE FES EA $1,500.00 $0.00 $0.00 1 $1,500.00

732-00.18 18" CONCRETE FES EA $1,500.00 $0.00 $0.00 2 $3,000.00

UTILITIES

603-10.40 ADJUST WATER METER BOX TO GRADE EA $1,000.00 $0.00 $0.00 $0.00

604-20.30 ADJUST MANHOLE TO GRADE EA $500.00 $0.00 $0.00 $0.00

SODDING & EROSION CONTROL

803-10.00 SODDING - SITE RESTORATION S.Y $8.00 3360 $26,883.11 2323 $18,584.89 5274 $42,188.44

806-45.08 INLET PROTECTION DEVICE, SINGLE UNIT - FILTER SOCK/ROLL EA $100.00 35 $3,500.00 17 $1,700.00 27 $2,700.00

806-70.00 SILT FENCE L.F. $3.00 6049 $18,146.10 4182 $12,544.80 9492 $28,477.20

612-30.15 TRAFFIC CONTROL L.S. 1 $50,000.00 1 $30,000.00 1 $50,000.00

619-00.00 MOBILIZATION L.S. 1 $50,000.00 1 $50,000.00 1 $50,000.00

CONSTRUCTION TESTING L.S. 1 $15,000.00 1 $10,000.00 1 $17,000.00

CONSTRUCTION SURVEYING & STAKING L.S. 1 $15,000.00 1 $10,000.00 1 $17,000.00

SUBTOTAL OF ALL CONSTRUCTION IMPROVEMENTS:

CONTINGENCY (10%)

INFLATION (3%/YEAR)

TOTAL OF ALL CONSTRUCTION IMPROVEMENTS:

PROFESSIONAL SERVICES:

SURVEY SERVICES (TOPO SURVEY AND BOUNDARY SURVEY TO DETERMINE ROW LIMITS) LS 1 $33,000.00 1 $23,000.00 1 $51,000.00

DESIGN & BID PHASE SERVICES (PICK UP SURVEY, GEOTECHNICAL & ROW PLANS INCLUDED) LS 1 $97,500.00 1 $95,600.00 1 $97,500.00

CONSTRUCTION SERVICES LS 1 $90,000.00 1 $90,000.00 1 $90,000.00

TOTAL ENGINEER'S ESTIMATE AMOUNT:

1. Does not include cost of any utility relocations (if necessary)

2. Does not include cost of right-of-way or easement acquisition (if necessary)

3. Right-of-way plans anticipated for Phase 2

$1,241,975.43 $845,660.60 $1,389,129.03

$1,021,475.43

$926,088.33 $577,570.80 $1,043,181.35

$92,608.83 $57,757.08 $104,318.14

$3,129.54$1,732.71$2,778.26

$637,060.60 $1,150,629.03

ENGINEER'S ESTIMATE - OPINION OF PROBABLE COST

Geyer Road Improvements

Frontenac, Missouri

ITEM

NUMBERDESCRIPTION UNIT UNIT PRICE

EXTENDED

PRICEQUANTITY

PHASE 1

(CLAYTON RD TO

STEEPLECHASE LN)

EXTENDED

PRICEQUANTITY

PHASE 2

(STEEPLECHASE LN TO

SHEPARD WOODS RD)

QUANTITY

PHASE 3

(SHEPARD WOODS RD TO

CITY LIMITS)

EXTENDED

PRICE

124+00 to 157+00 (3,300 ft) 101+00 to 124+00 (2,300 ft) 50+00 to 101+00 (5,100 ft)

City Fiscal Year: July to June

TIP Program Fiscal Year: Oct. to Sept.

City Federal City Federal City Federal City Federal City Federal City Federal

TIP Application Cost Phase I $9,900 $9,900

Phase II $8,400 $8,400

Phase III $10,500 $10,500

Survey Professional Services Phase I $6,600 $26,400 $33,000

Phase II $4,600 $18,400 $23,000

Phase III $10,200 $40,800 $51,000

Design Professional Services Phase I $19,500 $78,000 $97,500

Phase II $19,120 $76,480 $95,600

Phase III $19,500 $78,000 $97,500

Construction Phase I $204,295 $817,180 $1,021,475

Phase II $127,412 $509,648 $637,060

Phase III $230,125 $920,500 $1,150,625

Construction Professional Services Phase I $18,000 $72,000 $90,000

Phase II $18,000 $72,000 $90,000

Phase III $18,000 $72,000 $90,000

$9,900 $0 $8,400 $0 $36,600 $104,400 $246,015 $984,060 $175,112 $700,448 $248,125 $992,500 $3,505,560

$724,152

$2,781,408

$3,505,560

1)

2)

3)

4)

5)

City Cost

Federal Cost

Total Cost

$0

$141,000 $1,230,075 $875,560 $1,240,625

$0 $104,400 $984,060 $700,448 $992,500

YEARLY COST BREAKDOWN ASSUMING TIP FUNDING IS UTILIZED

Sub-totals

$9,900 $8,400 $36,600 $246,015 $175,112

FY 2021FY 2020FY 2019FY 2018

First Year Funding is

Available (Design Only)

TotalsOct 2017 to Sept 2018

$248,125

Does not include cost of right-of-way or easement acquisition (if necessary).

Does not include cost of utility relocations (if necessary).

Cost estimates include new curb and gutter, storm sewer improvements, and mill and overlay of the pavement. Constructing new sidewalk is not included.

Funding Available for Design and Construction

Next cycle of TIP applications will be January/March 2017 for funding in FY 2019* (Engineering only), FY 2020, and FY 2021.

* FY 2019 runs October 2018 to September 2019

TIP application cost includes engineering cost of $5,000 to complete application and application fee of 0.5% of funding request. If application is unsuccessful, application fee is refunded.

Oct 2018 to Sept 2019 Oct 2019 to Sept 2020 Oct 2020 to Sept 2021

FY 2017

Oct 2016 to Sept 2017 Oct 2021 to Sept 2022

FY 2022

$9,900 $8,400

geyer road improvements study - frontenac · 2017. 5. 1. · 515-0086-0hy 411 north 10th street,...

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