Engineer's Report · Webster Civic

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT SUPPLEMENTAL SEQR ENGINEER’S REPORT August 2026

Prepared by

Costich Engineering, Land Surveying and Landscape Architecture, D.P.C. 217 Lake Avenue Rochester, NY 14608 Passero Associates Foundation Design, P.C. Whitestone Associates, Inc.

Prepared for:

Webster Economic Development Alliance (WEDA) Town of Webster Village of Webster

Project No. 10012 Webster Transportation and Infrastructure Project

Table of Contents I. Traffic

Executive Summary from “Traffic Impact Report”, dated July 28, 2026 (Passero Associates – Amy Dake, P.E.)

II. Geotechnical Evaluation/Soils

III. Wetland/Stream Investigation

IV. Stormwater Management

V. Human Health

(From Whitestone Associates – Chuck Guzzetta, P.G.)

VI. Archaeological Resources

VII.

Multi-Modal Improvements

APPENDIX A

PRELIMINARY PLANS

APPENDIX B

ENVIRONMENTAL ASSESSMENT FORM – PART 1

Project No. 10012 Webster Transportation Infrastructure Project

I.

Traffic Executive Summary from “Traffic Impact Report”, dated July 28, 2026 (Passero Associates – Amy Dake, P.E.)

The purpose of this report is to evaluate proposed highway improvements associated with the Focused Attraction of Shovel-Ready Sites (FAST NY) funding grant received by the Webster Economic Development Alliance (WEDA) to implement improvements on behalf of the Town and Village of Webster, NY. The FAST NY funding award triggers a process whereby Xerox Corporation dedicates several privately owned roadways and land to the Town and Village so that their property can be accessed from a public right-of-way and therefore subdivided. The funding will be used to reconstruct and extend several roadways in the vicinity of the Xerox Campus, along with multimodal improvements. The project will position the campus and surrounding area for subdivision, redevelopment, and investment of vacant and underutilized property, fostering business attraction in key strategic industries. Within this report, the operating characteristics of the study intersections and potential impacts to the adjacent roadway network are identiﬁed. Mitigating measures, if needed, are provided to minimize capacity or safety concerns. To deﬁne traffic impact, this analysis establishes existing baseline traffic conditions, projects background traffic ﬂow including area growth, and determines the traffic operations that would result from future development in the area based on the November 2024 Reimagine Webster Brownﬁeld Opportunity Area Plan (BOA). All ﬁgures and supporting calculations are included in the Traffic Impact Report (provided under separate cover). This comprehensive Traffic Impact Report provides the Town and Village of Webster, the Monroe County Department of Transportation (MCDOT), the New York State Department of Transportation (NYSDOT), and other involved and interested agencies with detailed information allowing for a “hard look” of potential traffic impacts. The study was completed in accordance with the procedures of the SEQRA, the NYSDOT, ITE, and local requirements. Project Location and Description The project study area extends from North Ave/Webster Rd on the west side to Basket Rd on the east side, Mitcheldean Dr to the north and NY Route 104 to the south. The roadway improvements covered by the grant funding include: 1. 2. 3. 4.

Reconstruction of Orchard Street from Panama Road to Phillips Road Reconstruction of Panama Road from Orchard Street to Chiyoda Drive Reconstruction of Mitcheldean Drive from Phillips Road to Salt Road Construction of a multimodal trail on the west side of Phillips Road from the NY-104 interchange to Chiyoda Drive

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Project No. 10012 Webster Transportation Infrastructure Project

5. 6.

Extension of Chiyoda Drive from the termination of the existing Drive westerly to the intersection of NY-250 Extension of Boulter Industrial Parkway from the termination of the existing Parkway westerly to the intersection of Salt Road

Study Area To ensure a comprehensive analysis of traffic operations, a study area was selected consisting of the following intersections. These intersections were identiﬁed with input from the WEDA, the Town and Village of Webster, MCDOT and NYSDOT. 1. 2. 3. 4. 5. 6. 7.

NY Route 104 EB Ramps/Salt Rd (CR-6) – signalized (NYSDOT) NY Route 104 WB Ramps/Salt Rd (CR-6) – signalized (NYSDOT) Salt Rd (CR-6)/Mitcheldean Dr – unsignalized Phillips Rd (CR-8)/Mitcheldean Dr-Chiyoda Dr – signalized (MCDOT) Phillips Rd (CR-8)/San Jose Dr-Orchard St – signalized (MCDOT) Basket Rd (CR-4)/Tebor Rd-Boulter Industrial Park– unsignalized North Ave (NY-250)/Orchard St – signalized (NYSDOT)

The NYSDOT Projects in Your Neighborhood web portal was reviewed. There are no planned highway improvement projects in the nearby study area. It is noted, however, that the Monroe County Department of Transportation (MCDOT) is planning a “Road Diet” lane reduction project for Phillips Rd. It is anticipated that the intersection geometries will remain the same while segments between intersections are reduced to one travel lane in each direction. This is accounted for the ETC and future analysis conditions. Existing, Background & ETC Conditions Turning movement traffic counts were collected on Thursday, April 30th, 2026 by Passero Associates at ﬁve of the study area intersections listed in Section 2.3 to determine peak hour traffic volumes. These include Phillips Rd (CR-8)/Mitcheldean Dr-Chiyoda Dr, Phillips Rd (CR-8)/San Jose Dr-Orchard St, Basket Rd (CR-4)/Tebor Rd-Boulter Industrial Park, North Ave (NY-250)/Orchard St, and on North St at the potential location for the Chiyoda Dr Extension. The other three intersections including NY Route 104 EB Ramps/Salt Rd (CR-6), NY Route 104 WB Ramps/Salt Rd (CR-6), and Salt Rd (CR6)/Mitcheldean Dr were collected by Passero Associates on Wednesday May 31, 2023 for the NY Route 104/Salt Rd Ramp intersections and Wednesday January 10, 2024 for the Salt Rd/Mitcheldean Dr intersection. Traffic counts were conducted between 7:00-9:00 AM for the weekday AM peak period and 4:00-6:00 PM for the weekday PM peak period. The peak hour traffic periods generally occurred between 7:30-

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Project No. 10012 Webster Transportation Infrastructure Project

8:30 AM for the AM peak hour and 4:30-5:30 PM for the PM peak hour at the study intersections; these time periods were used for analysis purposes in this study. The weekday turning movement count data was collected on typical weekdays while local schools were in session. No adverse weather conditions impacted the traffic counts. The traffic volumes were reviewed to conﬁrm accuracy, seasonality, and relative balance between intersections. Older traffic data were adjusted using a growth rate of 1% per year to achieve representative 2026 existing conditions. The actual differences in traffic volumes between study intersections can be attributed to temporal variations in traffic volumes as well as activity related to side streets and driveways located in the segments between the study intersections. Background traffic volumes represent the traffic conditions during the proposed build year (ETC) without the anticipated highway improvements or any future development in the study area. The transportation improvements evaluated in this study are expected to be constructed over the next two years. The widely accepted methodology for preparing traffic impact studies requires that any projects in the study area that are currently approved and/or under construction must be considered in the traffic analysis. Projects that are contemplated but not yet approved are not included in the traffic analysis. Based on guidance from WEDA and Town & Village of Webster, the background conditions at ETC include traffic related to Fairlife and some nearby residential development. To account for normal increases in background traffic growth, including any unforeseen developments in the project study area aside from the identiﬁed projects, a growth rate is applied to the 2026 existing traffic volumes in the study area. The growth rate is determined based upon a review of historical traffic information obtained from the New York State Department of Transportation and a June 3, 2024 Memorandum from MCDOT, which provides a recommended growth rate for each town in Monroe County. Traffic volume data from various ATRs published on the NYSDOT Traffic Data Viewer were reviewed and it was found that traffic has generally decreased between 2015 and 2024. The MCDOT Memorandum states that the Town of Webster has a recommended growth rate of 1.0%. Given the historical NYSDOT traffic information in the study area shows that traffic has been decreasing, a growth rate of 1.0% is used to account for normal increases in background traffic growth, including any unforeseen developments in the study area for the three-year build-out period. The ETC conditions build upon the background traffic volumes and evaluate the roadway improvements covered by the grant funding. The improvements evaluated under the ETC conditions include: 1.

Reconstruction of Orchard Street from Panama Road to Phillips Road • The overall cross section of Orchard St will be reduced from 4 lanes to 3 lanes. The eastbound Orchard St approach to Phillips Rd will remain unchanged. The westbound San

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Project No. 10012 Webster Transportation Infrastructure Project

2. 3. 4. 5.

Jose Dr approach will be re-striped to provide one exclusive left turn lane, one exclusive thru lane, and one exclusive right turn lane 2. Reconstruction of Panama Road from Orchard Street to Chiyoda Drive Reconstruction of Mitcheldean Drive from Phillips Road to Salt Road Construction of a multimodal trail on the west side of Phillips Road from the NY-104 interchange to Chiyoda Drive Extension of Chiyoda Drive from the termination of the existing Drive westerly to the intersection of NY-250 • Chiyoda Drive should consist of one westbound lane approaching NY-250 Extension of Boulter Industrial Parkway from the termination of the existing Parkway westerly to the intersection of Salt Road • Boulter Industrial Park Extension should be designed to provide one exclusive left turn lane and one shared through and right turn lane. Mitcheldean Drive should be re-striped to provide one exclusive left turn lane and one shared through and right turn lane. The eastbound and westbound left turn lanes should be aligned opposite one another. This will provide appropriate geometry for the future if and when a traffic signal is needed. Additionally, providing two westbound lanes will improve off-peak congestion that may result from traffic associated with the multiple recreational facilities in the area.

The extension of Boulter Industrial Parkway from the termination of the existing Parkway westerly to the intersection of Salt Road will provide an alternate route for traffic associated with Fairlife. Therefore, the analyses take into account diversion of a portion of the Fairlife peak hour traffic from Basket Rd to Salt Rd using the new Boulter Industrial Parkway extension. Traffic Analyses This study evaluated the ETC conditions including intersection capacity analyses, left turn lane warrants at the newly created intersections, and signal warrant analyses at the newly created intersections. The results indicate that neither left turn lanes nor traffic signals are warranted at the newly created intersections under the ETC conditions. The November 2024 Reimagine Webster Brownﬁeld Opportunity Area Plan (BOA) Plan identiﬁed development opportunities and associated public improvement projects which resulted in the FAST NY grant funding for the roadway improvements evaluated in this traffic study. In order to design these roadway improvements to last into the future, an ETC + 20 analysis has been completed that takes into account some of the potential future development identiﬁed in the BOA Plan. A Master Plan Concept was created as a part of the BOA Plan and was used as a basis for evaluation of future development for this traffic study.

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Project No. 10012 Webster Transportation Infrastructure Project

It is noted that this traffic study/analysis is not intended to serve as a traffic impact study for approval purposes for any of the developments evaluated. Proposed developments will still be required to provide their own traffic studies as necessary for agency approval purposes. Analysis of the ETC + 20 conditions evaluated future build out of a portion of the BOA Plan. The future development evaluated is comprised of the following components: o o o o o

Residential Townhomes and Apartments (±1,133 Units) Office (±100,000 SF) Light Industrial (±1,813,000 SF) Retail (±263,000 SF) Recreational (±136,200 SF)

It is noted that warrants for left and right turn lanes were reviewed at the Salt Rd intersection with Mitcheldean Dr/Boulter Industrial Park Extension as well as the NY-250/Chiyoda Dr Extension intersection for the ETC + 20 conditions. The analyses indicate that northbound and southbound left turn lane warrants are met under the ETC + 20 build out conditions. Additionally, a southbound left turn lane is warranted on NY-250 at the Chiyoda Dr Extension intersection under the ETC + 20 build out conditions. Traffic signal warrants were also reviewed for these two intersections under the ETC + 20 build out conditions. The signal warrant analyses indicate that a signal is expected to be needed under the ETC + 20 build out conditions only at the Salt Rd/ Mitcheldean Dr/Boulter Industrial Park Extension intersection. Conclusions and Recommendations This report evaluated proposed highway improvements associated with reconstructing and extending several roadways in the vicinity of the Xerox Campus, along with multimodal improvements. The analyses evaluated existing baseline traffic conditions, background traffic ﬂow including area growth, traffic conditions at the estimated time of construction (ETC), and determines the traffic operations that would result from future development in the area based on the November 2024 Reimagine Webster Brownﬁeld Opportunity Area Plan (BOA) under an ETC + 20 scenario. The results of this comprehensive study determined that the existing transportation network can adequately accommodate the ETC conditions with the proposed roadway improvements. Potential future ETC + 20 Conditions may require additional improvements beyond those covered by the funding provided for the proposed highway and multi-modal improvements. The following sets forth the conclusions and recommendations based upon the results of the analyses:

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Project No. 10012 Webster Transportation Infrastructure Project

Conclusions 1. 2.

There are no changes in levels of service as a result of the proposed highway improvements under the ETC conditions. Neither left turn lane warrants nor traffic signal warrants are met under the ETC conditions at either the Salt Rd intersection with Mitcheldean Dr/Boulter Industrial Park Extension orthe NY250/Chiyoda Dr Extension intersection. Warrants for left and right turn lanes were reviewed at the Salt Rd intersection with Mitcheldean Dr/Boulter Industrial Park Extension as well as the NY-250/Chiyoda Dr Extension intersection for the ETC + 20 conditions. The analyses indicate that northbound and southbound left turn lane warrants are met under the ETC + 20 build out conditions. Additionally, a southbound left turn lane is warranted on NY-250 at the Chiyoda Dr Extension intersection under the ETC + 20 build out conditions. Traffic signal warrants were reviewed for the Mitcheldean Dr/Boulter Industrial Park Extension and NY-250/Chiyoda Dr Extension intersections under the ETC + 20 build out conditions. The signal warrant analyses indicate that a signal is expected to be needed under the ETC + 20 build out conditions only at the Salt Rd/Mitcheldean Dr/Boulter Industrial Park Extension intersection. Pursuant to the State Environmental Quality Review Act (SEQRA), this detailed analysis demonstrates that the proposed roadway and multi-modal improvements do not result in any signiﬁcant adverse traffic impacts at ETC.

Recommendations 6.

Future development within the study area should be required to provide independent traffic impact studies that will inform when future roadway improvements (such as left turn lanes on Salt Rd, a southbound left turn lane on NY-250 at the Chiyoda Dr Extension, and/or a new traffic signal at the Salt Rd/Mitcheldean Dr intersection) may be needed.

II.

Geotechnical Evaluation/Soils

A geotechnical evaluation was prepared by Foundation Design, P.C. dated July 1, 2026. Field work was performed between May 18, 2026 and May 21, 2026. The investigation included twenty-seven (27) pavement cores, two (2) hand holes and four (4) topsoil thickness measurements. Existing roadways included Orchard Street, from Panama Road to Phillips Road; Panama Road from Orchard Street to Chiyoda Drive; and Mitcheldean Road from Phillips Road to Salt Road. Proposed roadways included Chiyoda Drive Extension from Panama Road to Route 250 and Boulter Parkway Extension from the approximate existing termination of Boulter Parkway to Salt Road. A multi-modal path along the west side of Phillips Road from Chiyoda Drive Extension to Orchard Street was reviewed for existing conditions.

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Project No. 10012 Webster Transportation Infrastructure Project

The primary objective of the evaluation was to review the condition and makeup of the existing roadway and surroundings, for re-use or the need for total reconstruction. The roads and explorations are shown in the “Preliminary Plans” located in Appendix A. The results are summarized below in “Table No. 1 - Core Summary”.

In summary, the results found indicate conditions that are suitable for pavement restoration vs. total reconstruction. Reconstruction will be required for a portion of the project (assume 10%-15%) with varying degrees of milling and resurfacing required for the remaining percentage. Existing storm sewers and appurtenances will be upgraded as necessary to drain stormwater. Impervious surfaces will be decreased overall on existing roadways.

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Project No. 10012 Webster Transportation Infrastructure Project

The new roads will be constructed to the equivalent speciﬁcation of a commercial highway as outlined by the Monroe County Department of Transportation. New stormwater management will be incorporated. The geotechnical evaluation also looked at the potential for groundwater and bedrock. Shallow groundwater was encountered in several areas including Panama Road, Mitcheldean Road, and existing Boulter Parkway Extension. The project as currently proposed will require shallow excavations in limited areas to replace storm systems. The road reconstruction is not anticipated to be at a depth that will encounter groundwater. Only one location has water within three feet (3’) of the existing surface and in this area (western Mitcheldean), no storm sewer is proposed to be installed. Bedrock was also measured. The depth varied, but was shallowest at the location of the new Boulter Parkway Extension. In this area, bedrock was found to be consistently at approximately 4’ in depth. To avoid excavation of the bedrock, the roadway and drainage will be constructed above the rock. The road construction may require inputting of additional granular material (gravel) to accomplish its construction.

III. Wetland/Stream Investigation A wetland and waterbody investigation was completed by Costich Engineering on April 22, 2026, in accordance with the Corps of Engineers Wetlands Delineation Manual (1987) and the Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Northcentral and Northeast Region (Version 2.0). The investigation identiﬁed one palustrine forested wetland, one perennial stream, and one intermittent stormwater ditch within the project area. The palustrine forested wetland encompasses approximately 3.29 acres within the investigation area and extends beyond the northern project boundary. Based on ﬁeld observations, the palustrine forested wetland did not appear to have a continuous surface connection to the perennial stream or another jurisdictional waterbody. The palustrine forested wetland is not subject to regulation under the current NYSDEC Freshwater Wetlands Program and would not be federally jurisdictional under the current regulatory framework; the regulatory status of the palustrine forested wetland will be determined upon issuance of the pending USACE Jurisdictional Determination. The perennial stream is a naturally occurring perennial tributary to Mill Creek and is considered a federally jurisdictional Water of the United States (WOTUS). The proposed roadway extension includes the installation of a 10-foot-wide precast reinforced concrete box culvert to convey the perennial stream beneath the proposed roadway. The existing stream has an approximate bank full width of 8 feet, and the proposed culvert span is 1.25 times the existing bank full width, consistent with current regulatory guidance for maintaining stream continuity and aquatic organism passage. The project has been designed to avoid and minimize impacts to aquatic resources to the maximum extent practicable by limiting disturbance to the

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Project No. 10012 Webster Transportation Infrastructure Project

minimum area necessary to construct the crossing. Permanent impacts to the perennial stream consist of approximately 800 square feet of stream disturbance, including 704 square feet associated with the culvert installation and 96 square feet of permanent riprap at the inlet and outlet for scour protection. The culvert will be embedded approximately 20 percent below the existing streambed and backﬁlled with native stream substrate to maintain stream continuity, hydraulic connectivity, natural sediment transport, and aquatic organism passage through the crossing. Temporary disturbances to the perennial stream will include approximately 72 square feet associated with installation of a temporary downstream check dam and approximately 330 square feet associated with construction of a temporary lined stream diversion channel, including grading at the inlet and outlet to convey stream ﬂows around the active construction area. The temporary diversion will isolate in-stream work while maintaining downstream ﬂows throughout culvert installation. Erosion and sediment control measures, including silt fence, temporary stabilization of disturbed soils, and prompt restoration of disturbed areas, will be implemented throughout construction to minimize sediment transport and turbidity. Upon completion of construction, the temporary diversion channel and downstream check dam will be removed, the stream restored to pre-construction contours, and all temporarily disturbed areas permanently stabilized. Riprap installed at the culvert inlet and outlet will provide long-term scour protection while maintaining stream stability. Because the project includes work within a federally jurisdictional stream, authorization from the USACE under Section 404 of the Clean Water Act will be required prior to construction, along with a Blanket Section 401 Water Quality Certiﬁcation from the NYSDEC, as applicable. The proposed stream impacts have been avoided and minimized through project design, construction sequencing, and implementation of best management practices, and the crossing has been designed to maintain the hydraulic and ecological functions of the existing stream. The regulatory status of Wetland A will be determined upon issuance of the pending USACE Jurisdictional Determination.

IV. Stormwater Management The stormwater management approach for the project has been developed in accordance with the New York State Department of Environmental Conservation Phase II Stormwater Rules, the New York State Stormwater Management Design Manual dated July 2024, and the SPDES General Permit for Stormwater Discharges from Construction Activity dated January 2025 (GP-0-25-001). Chiyoda Drive Extension (Town of Webster) The proposed improvements include the extension of Chiyoda Drive from its existing western terminus to Webster Road (NYS Route 250). Existing site conditions within the project area consist primarily of wooded and brush-covered land, with drainage generally ﬂowing overland to the north

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Project No. 10012 Webster Transportation Infrastructure Project

and west. The proposed roadway improvements will include a two-lane roadway with paved shoulders and a 10-foot-wide multimodal asphalt path connecting to the existing trail. Stormwater management for this portion of the project will be provided through vegetated swales, bioretention practices, and a wet stormwater pond. These practices are intended to provide the required stormwater quality and quantity controls for the proposed improvements. Boulter Industrial Parkway Extension (Town of Webster) The proposed improvements include the extension of Boulter Industrial Parkway from its existing western terminus to Salt Road (County Road 6). Existing site conditions within the project area consist primarily of wooded and brush-covered land, with limited gravel areas. Drainage generally ﬂows overland to the north and west. The proposed roadway improvements will include a two-lane roadway with gravel shoulders. Stormwater management for this portion of the project will be provided through vegetated swales, bioretention practices, and a dry stormwater pond. These practices are intended to provide the required stormwater quality and quantity controls for the proposed improvements. Mitcheldean Drive (Village of Webster) The proposed work along Mitcheldean Drive will include roadway resurfacing and associated repairs. Existing drainage infrastructure will be utilized to the extent practicable, with improvements provided where necessary. Existing drainage swales will be excavated and restored to improve stormwater conveyance and management within this area. Because the proposed work will result in a reduction of impervious cover, new stormwater management practices are not anticipated to be required. The restored stormwater swales will provide water quality and quantity controls for this portion of the project. Panama Road (Village of Webster) The proposed work along Panama Road will include construction of a new sidewalk along the western side of the roadway, in addition to roadway resurfacing and associated repairs. Minimal ground disturbance is anticipated for this portion of the project. Existing drainage infrastructure will be utilized to the extent practicable, with improvements provided where necessary. Existing stormwater swales will provide water quality and quantity controls for this portion of the project. Orchard Street (Village of Webster) The proposed work along Orchard Street will include a roadway diet that will reduce impervious surface area and accommodate construction of a new multimodal path along the northern side of the roadway within the existing pavement limits. Minimal ground disturbance is anticipated for this

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Project No. 10012 Webster Transportation Infrastructure Project

portion of the project. Additional improvements will include resurfacing and repair of the existing asphalt pavement. Existing drainage infrastructure will be utilized to the extent practicable, with improvements provided where necessary. Because the proposed work will reduce impervious cover, new stormwater management practices are not anticipated to be required. Phillips Road Multimodal Path (Village of Webster) The proposed work along Phillips Road will include construction of a new multimodal path along the western side of the roadway. Due to the limited extent of disturbance, the SPDES General Permit for Stormwater Discharges from Construction Activity does not require new stormwater management practices for this portion of the project. Stormwater management practices implemented in other project areas will provide surplus water quality and quantity controls to offset the minor increase in impervious area associated with the proposed multimodal path.

V. Human Health (From Whitestone Associates – Chuck Guzzetta, P.G.) Based on a comprehensive review of recent design-phase geotechnical and wetland ﬁeld investigations, the proposed project involving construction of the new roadway on the former Xerox facility site will not result in signiﬁcant adverse environmental impacts related to the generation or management of contaminated material. The proposed project may require excavation of cover material and soil, including pavement removal/repair, topsoil removal, stockpiling, and replacement, and shallow excavation for road base and storm systems. Whitestone Associates was engaged as an independent consultant to perform environmental ﬁeld screening and laboratory analyses of soil samples collected along the existing and proposed roadway alignments. This included 27 cores and 7 test pits. Field screenings and samples for lab analysis were collected on May 18, 2026 and May 21, 2026. This ﬁeld screening and laboratory analysis is not required as part of the proposed action, but was performed to help inform design and construction activities. The ﬁndings did not identify elevated levels of contaminants. Based on the ﬁeld screenings and laboratory analysis, it is not anticipated that contaminated soil or groundwater will be encountered during construction. Should contaminated soil or groundwater be encountered during construction, the existing Xerox Soil Management Plan and Groundwater Management Plan provide established procedures for the identiﬁcation, handling, characterization, and proper disposal of impacted materials in accordance with applicable regulatory requirements. Accordingly, the project is not anticipated to result in signiﬁcant adverse environmental impacts associated with the makeup of soil and groundwater within the project limits.

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Project No. 10012 Webster Transportation Infrastructure Project

VI. Archaeological Resources An archaeological review was completed for the proposed project in accordance with applicable federal and state historic preservation requirements. The project limits are located within a previously developed industrial corridor that has been extensively disturbed by past development, roadway construction, utility installations, and other associated infrastructure. The project was reviewed by New York State Office of Parks, Recreation and Historic Preservation (SHPO), which determined that the proposed undertaking will have no impact on archaeological resources within the Area of Potential Effects (APE). A no-impact determination letter has been received from SHPO, indicating that no further archaeological investigations or cultural resource studies are required for the project. Based on the existing developed conditions, previous ground disturbance within the project limits, and SHPO's determination, the proposed roadway reconstruction, pavement rehabilitation, and associated improvements are not anticipated to adversely affect archaeological resources.

VII. Multi-Modal Improvements The proposed project includes the construction of a multimodal path network along multiple existing roadways within the project limits. The paths are intended to improve transportation connectivity by providing safe and accessible facilities for pedestrians, bicyclists, and other non-motorized users while enhancing connections between residential neighborhoods, commercial areas, parks, recreational facilities, and other community destinations. The multimodal paths will generally be constructed adjacent to the reconstructed roadways and will be integrated with the overall roadway improvements. Construction will include the installation of new pavement, curb ramps compliant with the Americans with Disabilities Act (ADA), crosswalks, pavement markings, signage, drainage modiﬁcations where required, and other associated infrastructure necessary to provide a safe and functional transportation corridor. The path alignments have been developed to maximize user safety, improve accessibility, and minimize impacts to adjacent properties and existing utilities while accommodating existing roadway constraints. The multimodal facilities are intended to encourage active transportation, improve mobility for users of all ages and abilities, reduce conﬂicts between vehicles and nonmotorized users, and support the community's long-term transportation and complete streets objectives.

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Project No. 10012 Webster Transportation Infrastructure Project

APPENDIX A

PRELIMINARY PLANS

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WELWYN RD.

DENMAN RD.

RESENDE RD.

PHILLIP RD.

WEBSTER ROAD (NYS 250)

CA118

CA117

CA119

CA120

CA121

CA123

CA122

MITCHELDEAN DR. 19640 384.09 EB1 ES1 B / PAV

MITCHELDEAN DR.

CA110

BOULTER EXT.

CA112

SE DR.

CA115

19304 395.40 BNDCHK

SAN JO

PHILLIP RD.

PANAMA RD.

WEBST ER ROA D (NYS

250)

EUSTON RD.

CA111

CA116

CHIYODA DR.

SALT RD.

17983 389.82 LP

NYS 104 SE DR. SAN JO

ORCHARD ST.

NYS 10

19345 407.62 PBTRAF

ORCHARD ST.

CA113

CA114

NYS

104

PROPOSED ASPHALT PAVEMENT (70 SERIES) 2" HMA TOP COURSE (9.5mm, 404.0971) 3" HMA BINDER COURSE (19mm, 404.1979) 4" HMA BASE COURSE (37.5mm, 404.3779) 11'-12' TRAVEL LANE (SEE PLANS)

PROPOSED STONE SUB BASE 12" NO. 2 CRUSHER RUN (NYSDOT # 304.12) 11' -12' TRAVEL LANE (SEE PLANS)

2'-4' PAVED SHOULDER (SEE PLANS)

2.0%

1.5" MILL AND OVERLAY OF EXISTING PAVEMENT 1.5" HMA TOP COURSE (9.5mm, 404.0971)

APPROX. EXISTING EDGE OF PAVEMENT

2'-4' PAVED SHOULDER (SEE PLANS)

PROPOSED ASPHALT PAVEMENT (70 SERIES) 2" HMA TOP COURSE (9.5mm, 404.0971) 3" HMA BINDER COURSE (19mm, 404.1979) 4" HMA BASE COURSE (37.5mm, 404.3779)

1V:6H

GEOTEXTILE FABRIC MIRAFI 1100N (NON WOVEN FABRIC) OR APPROVED EQUAL

EXISTING GRADE ALL TOPSOIL TO BE STRIPPED BUILT BACK WITH SELECT FILL TO PROPOSED SUBGRADE

2.0% 1V:6H

FULL DEPTH SAWCUT REQ'D 12" INSIDE OF EXISTING EDGE OF PAVEMENT

PROPOSED STONE SUB BASE 12" NO. 2 CRUSHER RUN (NYSDOT # 304.12)

FULL DEPTH ROAD SECTION

2.0%

1.5" MILL AND OVERLAY OF EXISTING PAVEMENT 1.5" HMA TOP COURSE (9.5mm, 404.0971)

12' TWO WAY CENTER TURN LANE

11.0' TRAVEL LANE

FULL DEPTH SAWCUT REQUIRED 2' OFF FACE OF PROPOSED CURB

5"- CLASS "A" CONCRETE

FULL DEPTH SAWCUT REQUIRED 2' OFF FACE OF PROPOSED CURB PROPOSED ASPHALT PAVEMENT (80 SERIES) 2" HMA TOP COURSE (9.5mm, 404.0981) 3" HMA BINDER COURSE (19mm, 404.1989)

LANE REDUCTION SECTION ORCHARD ST.

FULL DEPTH SAWCUT REQUIRED 8' OFF FACE REMOVAL OF EXISTING OF EXISTING CURB PAVEMENT AND SUB BASE. REPLACE WITH TOPSOIL AND ESTABLISH LAWN

EXISTING MOUNTABLE GRANITE CURB TO REMAIN

5"- CLASS "A" CONCRETE PROJECT MANAGER

EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

COPYRIGHT © 2026 COSTICH ENGINEERING, D.P.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY . ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT. NO.

DATE

REVISION

BY

CHKD.

APVLS.

RY

FULL DEPTH SAWCUT REQUIRED 8' OFF FACE OF EXISTING CURB

PROPOSED ASPHALT PAVEMENT (80 SERIES) 2" HMA TOP COURSE (9.5mm, 404.0981) 3" HMA BINDER COURSE (19mm, 404.1989)

A

EXISTING MOUNTABLE GRANITE CURB TO REMAIN

REMOVAL OF EXISTING PAVEMENT AND SUB BASE. REPLACE WITH TOPSOIL AND ESTABLISH LAWN

8.0' ASPHALT MULTI MODAL PATH

5' LAWN

IN

11.0' TRAVEL LANE

1.0' PAVED SHOULDER

GEOTEXTILE FABRIC MIRAFI 1100N (NON WOVEN FABRIC) OR APPROVED EQUAL

1.5" MILL AND OVERLAY OF EXISTING PAVEMENT 1.5" HMA TOP COURSE (9.5mm, 404.0971)

PROPOSED 9" MOUNTABLE CONCRETE CURB

IM

1.0' PAVED SHOULDER

PROPOSED STONE SUB BASE 12" NO. 2 CRUSHER RUN (NYSDOT # 304.12)

ROADWAY WIDENING SECTION PANAMA ROAD & MITCHELDEAN DRIVE

EL

5.0' LAWN

1.5" MILL AND OVERLAY OF EXISTING PAVEMENT 1.5" HMA TOP COURSE (9.5mm, 404.0971)

PR

8.0' ASPHALT MULTI MODAL PATH

FULL DEPTH SAWCUT REQ'D 12" INSIDE OF EXISTING EDGE OF PAVEMENT

GEOTEXTILE FABRIC MIRAFI 1100N (NON WOVEN FABRIC) OR APPROVED EQUAL

CHIYODA DRIVE EXT. & BOULTER INDUSTRIAL EXT.

PROPOSED 9" MOUNTABLE CONCRETE CURB

PROPOSED ASPHALT PAVEMENT (70 SERIES) 2" HMA TOP COURSE (9.5mm, 404.0971) 3" HMA BINDER COURSE (19mm, 404.1979) 4" HMA BASE COURSE (37.5mm, 404.3779)

4.0' PAVED SHOULDER

EX. ROAD GRADE

1.0'

1V:6H

11.0' TRAVEL LANE

4.0' PAVED SHOULDER

2.0%

APPROX. EXISTING EDGE OF PAVEMENT

11.0' TRAVEL LANE

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

OVERALL LAYOUT & TYPICAL SECTIONS 30% DESIGN

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=1'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA100

SHEET 01 OF 15

OH

N

PROPOSED STREET TREES (50' SPACING TYP.) OH

W

383

386

G

RE-ALIGNMENT OF EXISTING GRAVEL TRAIL

OH

38 4

385

386

384

6+00

385

MATCHLINE SEE BELOW

38 4

W

G

OH

NORTH

CONNECTION TO BIRD SANCTUARY TRAIL

W

INV. 383.00

385

4+00

3+00

386

2+00

387

2.0'

40 LF OF 12" HDPE @ 0.4%

EDGE OF TRAVEL LANE

PROPOSED SWALE 6 38

PROPOSED SWALE

PROPOSED 66' R.O.W.

387

SWALE HIGH POINT

7 38

CONNECTION TO CHIYODA TRAIL / WEBSTER REC CENTER TRAIL

RE-ALIGNMENT OF EXISTING GRAVEL TRAIL

NYSDOT MEDIUM STONE FILL 24" THICKNESS, 17 CU. YD. (NYSDOT # 620.04)

5' PRECAST WINGWALL

S

383

88' - 4'X10' BOX CULVERT

PROPOSED 66' R.O.W. / BACK EDGE OF 10' ASPHALT PATH

2 38

0 9 8 38 37 37

1 38

378 373983081382

EXISTING TOWN OF WEBSTER R.O.W.

385

2.0'

10.0' 10.0'

18" FES INV. 380.00

66.0'

56 LF OF 12" HDPE @ 0.4%

CROSSWALK STRIPING

15+00

11.0' 11.0'

8+00 7+00

383

384

STEEL RIBBON GUARDRAIL

384

9+00

10' INTEGRAL CURB / SIDEWALK

60 LF 18" HDPE @ 1.0%

STOP

6+00

384

383 382

11.0' 11.0' 1'

EXISTING TOWN OF WEBSTER R.O.W.

18" FES INV. 380.60

MATCH GRADE AND ALIGNMENT OF EXISTING CHIYODA DRIVE

2 38

386

8 3812 383 384

STORMWATER DISCHARGE

38 3

CONCRETE CURB

PROPOSED TOWN OF WEBSTER R.O.W.

PROPOSED SWALE

385

EDGE OF TRAVEL LANE

NYSDOT MEDIUM STONE FILL 24" THICKNESS, 21 CU. YD. (NYSDOT # 620.04) STEEL RIBBON GUARDRAIL

3380

EDGE OF PAVEMENT EXISTING TRAIL AND DRAINAGE TO BE RELOCATED

11+40

11+00

10+00 385

2.0'

MATCHLINE SEE ABOVE

384

S

380

3 38

384

R 200' 3.6'

5' INTEGRAL CURB / SIDEWALK

385

16+0

MATCHLINE SEE SHEET CA111

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY . ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

120

( IN FEET ) 1 inch = 30 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

RY A

IN

IM

GRAPHIC SCALE 30

PROJECT MANAGER

EL

PR

385 OH

80 LF OF 18" HDPE @ 1.0% INV. 383.40 386

386

385

EDGE OF PAVEMENT

387

G

W

OH

1+00

10.0'

' 2.0' 10.0'

0+00

11.0' 11.0

STOP

W

G

OH

PROPOSED STREET TREES (50' SPACING TYP.) PROPOSED CLEARING LIMITS

5+0

PROPOSED 66' R.O.W.

PROPOSED STREET TREES (50' SPACING TYP.)

382 381

G

10' ASPHALT MULTI MODAL TRAIL

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=30'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

CHIYODA DRIVE EXT. STA 0+00 TO 10+50

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA110

SHEET 02 OF 15

30"

3.6'

DITCH 386

PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF TRAVEL LANE

16+0

9+00

CROSSWALK STRIPING

4.0'

18" SANITARY

RIM=386.36

374.63

374.74 18" SANITARY

5' ASPHALT SIDEWALK, 5' OFF EOP INV=382.71

NYSDOT MEDIUM STONE FILL 24" THICKNESS, 24 CU. YD. (NYSDOT # 620.04) 155 SF TEMP. OHW STEEL RIBB ONURB GUAANC DIST RDR EAIL

N/F SCOTT ALLEN & REBECCA ALLEN T.A.# 065.18-1-2 754 WEBSTER ROAD LIBER 11136 PAGE 609

W

APPROXIMATE LOCATION 10" WATER MAIN

30"

392

30"

30" 392

REBAR W/ CAP 'BERGMANN'

30"

INV=387.88

391

30" RB

12" CMP

38 9

CU RB

CONCRETE

TTER

CONCRETE GU

20 MPH

GUTTER

390

NT EDGE OF PAVEME

TG=388.78

FULL DEPTH SAWCUT 11' OFF PROPOSED CENTERLINE

REBAR W/ CAP 'BERGMANN'

E

WHITE STRIP

15" RCP

4.0'

11.0'

R F WEBSTE ILLAGE O

391

11.0'

392

R.O.W.)

NT

EDGE OF PAVEME

METAL POST

5' ASPHALT SIDEWALK, 5' OFF EOP

EXISTING TOWN OF WEBSTER R.O.W.

389

388

380.37

18" SANITARY

N/F WENDY E. JONES T.A.# 065.18-1-3 760 WEBSTER ROAD LIBER 12941 PAGE 502

N/F ELIZABETH W. KITTELBERGER T.A.# 065.18-1-7 774 WEBSTER ROAD LIBER 9146 PAGE 441

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

EL

GRAPHIC SCALE

RY

PR

392

387

TOWN OF WEBSTER VILLAGE OF WEBSTER

S

20' WIDE SANITARY SEWER EASEMENT TO THE VILLAGE OF WEBSTER PER LIBER 3797 PAGE 415

S

DITCH

390

INV=383.88

380.29

5' ASPHALT SIDEWALK, 1' OFF GUY WIRES / POWER POLES

387

RIM=388.28

388

RIM=390.79

18" SANITARY

382.69

PROPOSED EDGE OF PAVEMENT 377.32

389

390

4.0'

SHOULDER

PROPOSED EDGE OF TRAVEL LANE

377.26

393

WHITE STRIPE

(3V90 GRAVEL

12" RCP

C26-2

INV=387.55

10" PVC

21+00

12" VCP

PA

D NAMA ROA

W STRIPE DOUBLE YELLO

25+00

391

MATCHLINE SEE ABOVE

24+00

23+00 22+00

24" x 48" ARCH CMP

39 0

A GR

390

MATCHLINE SEE SHEET CA112

30"

GR ANI TE

EC NIT

U

30" 391

386

20+00

PROPOSED VILLAGE OF WEBSTER R.O.W.

30"

STOP SIGN

INV=387.89

S

6" BOLLARD

RIM=391.44

385.04

6" BOLLARD

NORTH

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

N

W

5' INTEGRAL CURB / SIDEWALK

38 3

385.14

LANDSCAPE BUFFER

EXISTING TOWN OF WEBSTER R.O.W.

W

10.0'

DITCH

W

2.0'

381 382

W

11.0'

380

W

10' INTEGRAL CURB / SIDEWALK

GRAVEL SHOULDER

DITC H

MATCHLINE SEE SHEET CA110

INV=385.80 386 INV=385.50

389

WHITE STRIPE

380

5' PRECAST WINGWALL

20+00

(VILLAGE OF WEBSTER R.O.W.)

W

373.82

S

5' INTEGRAL CURB / SIDEWALK

389

EDGE OF PAVEMENT

S

RIM=384.04 373.70

EDGE OF PAVEMENT

384 383 382 381

384

387

388

19+00

11.0'

C26-1

385

388

RIGHT TURN AHEAD

PANAMA ROAD

DOUBLE YELLOW STRIPE

7 38

389

388

15" RCP

FULL DEPTH SAWCUT 11' OFF PROPOSED CENTERLINE 18+00

386

10.0'

11.0'

WHITE STRIPE

17+00

11.0'

386 387

EDGE OF PAVEMENT

387

2.0'

386

INV=385.08

REBAR W/ CAP 'BERGMANN'

11.0'

R=30.0'

R 200'

11.0'

PANAMA ROAD

387

MATCHLINE SEE BELOW

R 200'

R=30.0'

STOP

REBAR W/ CAP 'BERGMANN'

INV=379.82

CH

18" RCP

88' - 4'X10' BOX CULVERT STEEL RIBBON GUARDRAIL

EXISTING TOWN OF WEBSTER R.O.W.

CURB TRANSITIONS

DIT

N/F XEROX CORPORATION T.A.# 065.03-1-41 1345 CHIYODA DRIVE 386

4.0'

T

S ITE WH

BL U DO

CONCRETE CURB

PROPOSED STOP E SIGN RIP

IPE STR OW ELL EY

PE TRI S ITE WH

ENT VEM

AIL ER

30" 2 384

15+00

388

30"

38 383

CP

30"

INV=380.98

386

30"

F PA EO EDG

4 REMOVED 85 AND REROUTED.

30"

TAL ME

EXISTING STORM SEWER TO BE

30"

36"

30"

UID NG BO RIB

24"

2 38

175 SF TEMP. OHW DISTURBANCE

60 LF 18" HDPE @ 1.0%

382

5' PRECAST WINGWALL

383

NYSDOT MEDIUM STONE FILL 24" THICKNESS, 23 CU. YD. (NYSDOT # 620.04)

T EN EM AV P OF GE ED

N

NORTH

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PANAMA ROAD STA 15+00 TO 25+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA111

SHEET 03 OF 15

E

N

PROPOSED EDGE OF PAVEMENT

392

PROPOSED EDGE OF TRAVEL LANE 393

6 39

395

394

4.0'

MATCHLINE SEE SHEET CA111

NORTH

E

GRAVEL SHOULDER

C26-3 394

E

FULL DEPTH SAWCUT 11' OFF PROPOSED CENTERLINE

28+00

395

EDGE OF PAVEMENT

(VILLAGE OF WEBSTER R.O.W.)

29+00

396

30+00

11.0'

27+00

11.0'

26+00

11.0'

PANAMA ROAD

E

25+00

11.0'

EDGE OF PAVEMENT

397

4.0'

E

GRAVEL SHOULDER

OH

RGE 3222-5

MATCHLINE SEE BELOW

APPROXIMATE LOCATION 6"

APPROXIMATE LOCATION UNDERGROUND ELE E

GV

APPROXIMATE LOCATION UNDERGROUND ELECT E

G

PROPOSED R.O.W.

G

APPROXIMATE LOCATION 8" GAS MAIN

G

42"

GAS LINE MARKER

42"

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

RGE 3222-6 396

NO #

5' ASPHALT SIDEWALK, 1' OFF GUY WIRES / POWER POLES E

394

RIM=393.50 RIM=396.39

18" SANITARY

OH

388

389

395

BLOCK WALL

391

BLOCK WALL

TEL 3222-23

OH

392

DEL.

S

393

DEL.

386.06

RGE 3224-2

S

383.30

386.14

383.25 RGE 3224-4

394

390

393 392

391

DITCH

PROPOSED R.O.W. 19304 395.40 BNDCHK

VILLAGE OF WEBSTER

G

W

401

4.0'

MATCHLINE SEE ABOVE

PRIVATE ROAD

25 MPH

PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF TRAVEL LANE

GRAVEL SHOULDER

12.0'

FULL DEPTH SAWCUT

42+00

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

GRANITE CURB

5.0'

12.0'

MATCHLINE SEE SHEET CA113

400

FULL DEPTH PAVEMENT REMOVAL AND LAWN ESTABLISHMENT

NEW CUR

G

42"

399

397

ORCHARD STREET / B ON THE SOUTH SIDE REBAR PANAMA ROAD W/ CAP

G

8' MULTI MODAL PATH (UTILIZE EXISTING ASPHALT) GV

N 42"

42"

APPROXIMATE LOCATION 8" GAS MAIN

PROPOSED R.O.W.

8.0'

402

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

401

NORTH

5' LAW NIMATE BUFFER APPROX LOCATION 8" GAS MAIN

TOWN OF WEBSTER

N/F HORETH FAMILY LIMITED PARTNERSHI P T.A.# 065.18-1-15.2 NEUBRAND ROAD LIBER 8689 PAGE 362

APPROXIMATE LOCATION 16" WATER MAIN W W

5/8" REBAR

5.0'

N/F ELIZABETH W. KITTELBERGER T.A.# 065.18-1-7 774 WEBSTER ROAD LIBER 9146 PAGE 441

402

ORCHARD STREET

OH

NO #

OH

W

LANDSCAPING

OH

OH NO #

400

5' ASPHALT SIDEWALK, 1' OFF GUY WIRES / POWER POLES

OH

STOP SIGN

G

WEBSTER PARKS AND RECREATION SIGN

RIM=399.80 387.40 18" SANITARY OH

OH

W PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A IN

IM

EL

PR

GRAPHIC SCALE

RY

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PANAMA ROAD STA 25+00 TO 35+62

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

SCALE

TITLE OF PROJECT

E.R.G.

06/29/2026

G GRANITE CURB

OH

DITCH

OH

N/F HORETH FAMILY LIMITED PARTNERSHI P T.A.# 080.06-1-20.22 11 ORCHARD STREET LIBER 8689 PAGE 262

.84

393

CP

W STONE HEADWALL INV=392.60 G

OH

20' WIDE SANITARY SEWER EASEMENT TO THE VILLAGE OF WEBSTER PER LIBER 3797 PAGE 415

DITCH

REBAR W/ CAP 'COLLIERS'

222-6

OH

20' WIDE SANITARY SEWER EASEMENT TO THE VILLAGE OF WEBSTER PER LIBER 10437 PAGE 575

PROPOSED R.O.W.

P

RC

OH 3222-10

8 3. 39

54"

OH

222-20

OH

387.33

S

18" SANITARY

OH

RIM=402.24

G

EDGE OF PAVEMENT

D

W 401

35+64

41+00

399

398

(VILLAGE OF WEBSTER R.O.W.)

G

WV

35+00

GRAVEL SHOULDER

RGE 3222-7

397

WV

11.0'

(VILLAGE OF WEBSTER R.O.W.)

400

4.0'

11.0'

399

34+00

OH

C26-4

OH

398

PANAMA ROAD

33+00

OH

32+00

OH

31+00

OH

30+00

W

FULL DEPTH SAWCUT 11' OFF PROPOSED CENTERLINE

11.0'

EDGE OF PAVEMENT

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA112

SHEET 04 OF 15

OH

MATCHLINE SEE SHEET CA112 40

WV

222-6

W

LANDSCAPING

OH

W

OH

G

39 CM 6"

P

CONCRETE GUTTER

W GRANITE CURB

OH

36"

TG=400.26

PANAMA ROAD

REBAR W/ CAP

8.0'

G GRANITE CURB

5' LAWN BUFFER LOCATION 8" GAS MAIN APPROXIMATE NEW CURB ON THE SOUTH SIDE 401 ORCHARD STREET /

OH

G

FULL DEPTH PAVEMENT REMOVAL AND LAWN ESTABLISHMENT

W STONE HEADWALL INV=392.60 G

W

GRAVEL

GV

397.96

2' 2' 36"

NORTH

OH

KBF WHOLESALE SIGN

REBAR W/ CAP 'COLLIERS'

CORPORATION 8' MULTI MODAL PATHGAS AND ELECTRIC PER LIBER 3863 PAGE 49 (UTILIZE EXISTING ASPHALT)

35+00

STOP SIGN

LANDSCAPING

H

DITC

W 10' WIDE EASEMENT TO ROCHESTER

G

RGE 6A

APPROXIMATE LOCATION 16" WATER MAIN W W

W

402

WEBSTER PARKS AND RECREATION SIGN

N

WV

NO #

5.0'

ORCHARD STREET

OH

400 399 398

OH

N/F WEBSTER LODGE NO. 538 FREE AND ACCEPTED MASONS OF WEBSTER T.A.# 080.06-1-21 30 ORCHARD STREET LIBER 5545 PAGE 167

INV=397.08

397 396

OH

TG=401.39

INV=394.74

NEW VILLAGE OF WEBSTER R.O.W.

395

48"

15"

398.02

5.0'

OH OH

REBAR W/ ALUMINUM CAP

8.0'

MP 24" C 7 397.9

5 397.5

4' 6'

18" CMP

24" CMP

15"

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

401 CP

397.48

396.16

396.59

ASPHALT

12"

OH

24" CMP

30" CMP

402

RIM=401.39

D

8' MULTI MODAL PATH (UTILIZE EXISTING ASPHALT)

396.24

RIM=402.46

35 MPH

52 3. 39

RGE 6

18"

RGE 07

18"

15"

D

36" CMP

P 18" CM 5 396.5

OH

18"

394.58

15"

OH

396.46

OH

OH 0 3.4 39

OH OH

OH

D

OH

397.61

RIM=401.36

RTC 6

TG=400.56

OH

S

265'

WOOD POST

OH

402

CP "R 54

24.4'

397.40

18" RCP

16" x 22" ARCH RCP

TG=400.26

D 390.89 RIM=400.72

4 3.8 39

391.02

18" RCP

RIM=400.86

30 MPH

OH

18" R

18" RCP

397.25 397.41 P 12" CMP12" RC

CP

396.69

12" RCP

397.57

RIM=400.87

396.89

397.28

D

RIM=401.69 PAVED OVER

396.42

FULL DEPTH SAWCUT

12.0'

397.39

397.11

397.85 397.05

396.72

18" RCP

TG=401.39

42+00

12.0'

3 39 RIM=402.24

D

11.0'

12" CMP

12" RCP

12" CMP

396.4

MP 18" C

35+64

41+00

40+00

8" PVC

397.70

TG=400.40

12.0'

OH

30 MPH

O.W.)

(VILLAGE OF WEBSTER R.

CP

398.63

GV

"R 54

TG=400.84

GV GV

402

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

MATCHLINE SEE BELOW

12' LANDSCAPING

OH

TG=401.62

N W

W

APPROXIMATE LOCATION 16" WATER MAIN W W

W

403

10' WIDE EASEMENT TO ROCHESTER GAS AND ELECTRIC CORPORATION PER LIBER 3863 PAGE 49 G

G

401

402

G

TG=400.79

398.79

CONCRETE GUTTER

FULL DEPTH PAVEMENT REMOVAL AND LAWN ESTABLISHMENT

CONCRETE GUTTER

G

CONCRETE GUTTER

PROPOSED CURB CUT AND 402 DOGHOUSE INLET OVER EXISTING STORM

402

5' LAWN BUFFER NEW CURB ON THE SOUTH SIDE

403

8.0'

12.0'

(105' WIDE)

45+00

47+00

46+00

12.0'

5' LAWN BUFFER NEW CURB ON THE SOUTH SIDE

C26-6

5.0'

12.0'

402

48+00

12.0'

18" RCP

44+00

403

18" RCP

5.0'

REBAR W/ CAP 'BERGMANN'

REBAR W/ CAP 'COLLIERS'

403

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

VE

ME N

T

DONOVAN STREET / ORCHARD STREET

402

REBAR W/ CAP 'COLLIERS'

401

402 401

400 399 398

INV=397.08

INV=397.74

NT

CAR WASH

402 401

TROPHY SHACK

400 399

STOP SIGN

42" x 60" ARCH CMP

DITCH

INV=396.70

INV=396.76

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

EL

GRAPHIC SCALE

RY

PR

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

INV=397.33

ME

PA

VE

8' MULTI MODAL PATH (UTILIZED EXISTING ASPHALT)

PA

OF

FULL DEPTH PAVEMENT REMOVAL AND LAWN ESTABLISHMENT

402

GE

GRANITE CURB

ED

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

DONOVAN STREET VILLAGE R.O.W.

8.0'

MAG NAIL

8.0'

MATCHLINE SEE ABOVE

5.0' 12.0'

C26-5

FULL DEPTH SAWCUT

ORCHARD STREET -VILLAGE R.O.W.

12.0'

43+00

G

402 G

G

DITCH

8.0' 5.0'

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

401

G APPROXIMATE LOCATION 8" GAS MAIN

8' MULTI MODAL PATH (UTILIZED EXISTING ASPHALT)

DITCH

DITCH NO CATCH BASIN

G

GAS LINE MARKER G

MATCHLINE SEE SHEET CA114

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

NORTH

W

30' WIDE WATER LINE EASEMENT TO THE VILLAGE OF WEBSTER PER LIBER 3797 PAGE 418 W

DITCH

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

ORCHARD STREET STA 40+00 TO 50+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA113

SHEET 05 OF 15

N

H

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

8' MULTI MODAL PATH (UTILIZED EXISTING ASPHALT)

D

W

Y

NEW 404 VILLAGE OF WEBSTER R.O.W.

10' WIDE EASEMENT TO ROCHESTER GAS AND ELECTRIC CORPORATION PER LIBER 3863 PAGE 49

5' LAWN BUFFER NEW CURB ON THE ROAD SIDE

403

399.93

399.08

FULL DEPTH PAVEMENT REMOVAL AND LAWN ESTABLISHMENT

403

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

CONCRETE GUTTER

404

403

404

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

403

G

TG=401.97

DITCH

TG=401.36

G

W

NORTH

WV

W

MATCHLINE SEE BELOW

11.0'

DOUBLE YELLOW STRIPE

52+00

12.0'

49+00

404

C26-7

51+00

FULL DEPTH SAWCUT

50+00

1.0'

5.0'

48+00

(105' WIDE)

404

53+00

18" RCP

ORCHARD STREET

VILLAGE R.O.W. 18" RCP

DOUBLE YELLOW STRIPE

WHITE STRIPE 404

5.0'

1.0'

11.0'

MATCHLINE SEE SHEET CA113

WHITE STRIPE

404

403 403

8' MULTI MODAL PATH (UTILIZED EXISTING ASPHALT)

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

5' LAWN BUFFER NEW CURB ON THE ROAD SIDE

404

NEW VILLAGE OF WEBSTER R.O.W. 403 2

INV=398.95 INV=398.32 N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD

GRA

WV E

406

W

E

W

TR

E

W

NORTH

OH

WV

E

APPROXIMATE LOCATION 16" WATER MAIN W W

E

W

TR

OH

E

DITCH W

EA

MG

NEW VILLAGE OF WEBSTER R.O.W.

T

TR

E

E E

E

E E

INV=403.46

2.15' x 4.5' ARCH PVC

402

E

INV=402.09 DITCH

INV=403.49 2.15' x 4.5' ARCH PVC

DITCH

E

401

INV=399.81 401

ID GU

19345 407.62 PBTRAF

OH

403

DOGHOUSE INLET OVER 402 EXISTING STORM

W

AIL

405

403 PROPOSED CURB CUT AND

W

ER

404

URB

EC

AIL

M EA

64+00

404

TG=405.81

XB BO

G

8' MULTI MODAL PATH

P.E. MAP 5, PARCEL 5A TO MONROE COUNTY (NOT RECORDED)

ER

UID

W

5' LAWN BUFFER NEW CURB ON THE ROAD SIDE

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

A

IN

IM

EL

GRAPHIC SCALE 20

RY

PROJECT MANAGER

PR

12" SANITARY

XB

E

OH T

OH BO

NIT

GRA

E

G

T

8' MULTI MODAL PATH (UTILIZED EXISTING ASPHALT)

1 402.3

CONCRETE SIDEWALK

MP 12" C

10.8'

8.0'

P.E. MAP 5, PARCEL 6A TO MONROE COUNTY (NOT RECORDED)

TR

TG=406.03

12.0'

1.0'

11.0' 5.0'

GRANITE CURB

MEDIAN SIGN

402.4

18" RCP

12.0'

FULL DEPTH SAWCUT

(66' WIDE)

G

OH

11.0'

56+00

SAN JOSE DRIVE - PRIVATE

54+00

57+35

57+00

402.3

(105' WIDE)

14.0'

55+00

DEL.

GRANITE CURB

DEL. C26-8

MP

12.0'

ORCHARD STREET - VILLAGE R.O.W.

12" C

5.0'

8.2'

CURBED ISLAND TO BE REMOVED

W

OH

GRANITE CURB

405

PHILLIPS ROAD - COUNTY ROAD 6

CONCRETE SIDEWALK

.51

TG=405.13

5' LAWN BUFFER NEW CURB ON THE ROAD SIDE

PROPOSED CURB CUT AND DOGHOUSE INLET OVER EXISTING STORM

G

35 MPH

401

401.5

TG=402.53 CONCRETE GUTTER

G

GV

65+00

400.43

403

G

T

APPROXIMATE LOCATION 8" GAS MAIN G G

G

GV

15" CM P

G

T

403

T

8' MULTI MODAL PATH (UTILIZED EXISTING ASPHALT)

404

G

E

NEW VILLAGE OF WEBSTER R.O.W.

MATCHLINE SEE ABOVE

TRAFFIC CABINET

WV

W

WV

G

393.38 T

E N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

N

B CUR NITE

MATCHLINE SEE SHEET CA115

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

ORCHARD STREET STA 50+00 TO 57+35

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA114

SHEET 06 OF 15

O PARK N NOVAN RLY DO FORME

408

407

OH

P

OH

G OH

(66' WIDE)

E

OH

2.15' x 4.5' ARCH PVC

W

409

G

GV

G

405.87 12" PVC

GV

G

T

OH

G

MATCHLINE SEE BELOW

OH

G

12" H DPE 12" C 405.2 M 6

G

T

OH

ORCHARD STREET

T

OH

12" SANITARY

PHILLIPS ROAD - COUNTY ROAD 6

41 0

T

OH

T

(VILLAGE OF WEBSER R.O.W.)

G

24" x 36" 405.80 D ARCH CMP RIM=410.50

410

DEL.

409

AM

409

N

BE

G

APPROXIMATE LOCATION 6" GAS MAIN G G

G

RA IL

GV

8 405.7

405.99 406.04 18" CMP 405.80

GU IDE

REBAR W/ CAP 'COLLIERS' GV G

OH

T

TR

BOX BEAM GUIDE RAIL

7 405.1 RIM=410.52 G

INV=402.09

OH

T

INV=402.06

CMP

INV=402.15

D

12" SANITARY

ARCH

RGE 409 82

OH

MILE MARKER 18/008/121

405.2

36" 24" x

OH T RIM=409.91 397.31 S 397.46

RIP-RAP

405.91 D

CP

30" R G

INV=401.65

RIM=410.14

ROUTE G 104

P

CH CM 408

TG=407.82

18" CMP

TR

TG=409.99

36" AR

H

G

ADA MAT

OH

ADA MAT

GV GV

G

OH T

T

OH

TR

T

TELEPHONE CABINET

RGE 83

OH

G

.17 406 P CM

12"

G

24" x

O

W

ADA MAT

G

OH

407

W

STOP SIGN

407

OH

408

410

MAIN

P CM

RB

P M

CU

S 398.16

AY LINE HT-OF-W

WATER

RTH RIG

ION 8"

15"

TE

RIM=410.28

OH 398.22 8" SANITARY

BO X

LOCAT

409

410

408

407

OH

RGE 84

T OH

INV=406.56

OH T ROCK

NORTH

57+00

XIMATE APPRO

DITCH

407

ROCK

T

399.8

CONCRETE CURB SOUTH GRANITE CURB NORTH

RA

RE

ADA MAT G

T

409

PER LIBER 4697 PAGE 161 20' WIDE SANITARY SEWER EASEMENT TO THE VILLAGE OF WEBSTER PER LIBER 3574 PAGE 404

RGE 3422

GRAVEL

N

NC CO

TR

INV=405.95

ASPHALT

4O

B CUR

E RET

9 40 8" PVC

C CON T

408

16"

MATCHLINE SEE SHEET CA114

61+00

W

H O

W

APPROXIMATE LOCATION 8" WATER MAIN W W

W

E

W

64+00

E

W

G

CONCRETE SIDEWALK

12.0'

E

OH

WV

OH

W

NO #

OH

W W

393.36

G

OH

W

E

RIM=405.76

OH

W

E GRANITE CURB

W

G

APPROXIMATE LOCATION 6" GAS MAIN G G

G

OH

Y D

G

E

WHITE STRIPE

W

E

65+00

392.30

S 392.26 W

G

OH

W APPROXIMATE LOCATION 10" WATER MAIN

W W APPROXIMATE LOCATION 8" WATER MAIN

G

OH

12" SANITARY

W

G

TG=403.31

PHILLIPS ROAD - COUNTY ROAD 6 (66' WIDE)

405

(66' WIDE)

OH

W

PHILLIPS ROAD - COUNTY ROAD 6

406

NO #

RIM=402.46

OH

400.01

E

OH

W 12" SANITARY

E

G

OH

H

W

GV

G

S

APPROXIMATE LOCATION UNDERGROUND TELEPHONE T

T

WV

393.38

E

GV

G

W

T

RGE 80

RGE 81 W

OH

T

G

OH

T

W

OH

TR

T

MATCHLINE SEE BELOW

G

E

12' ASPHALT MULTI MODAL TRAIL UTILITY CABINET W/ SOLAR PANEL

2 40

404

NORTH 40

HH26-4

405

40 4

404

42"

T

N

W

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

30"

MATCHLINE SEE ABOVE

65+00

W

E

G

OH

2.15' x 4.5' ARCH PVC

W

63+00 2.15' x 4.5' ARCH PVC

W

OH

W

62+00

57+35

OH

60+00

WHITE STRIPE

66+00

404

403

67+00

68+00

69+00

12" CMP

W

E

6' WIDE EASEMENT TO ROCHESTER GAS AND ELECTRIC CORPORATION PER LIBER 3600 PAGE 294

70+00

10' WIDE UTILITY EASEMENT TO ROCHESTER GAS AND ELECTRIC CORPORATION AND ROCHESTER TELEPHONE CORPORATION PER LIBER 4697 PAGE 161

N

394.85

W

ASPHALT

TG=398.55

394.81

12" CMP

NORTH

T

OH

12" SANITARY

OH

W

G

OH

W

WV W G

391.53

W

G

RIM=400.52 OH

OH W

W

G

S

W

391.50

OH

W

G

OH

G

OH

W

OH

G

OH

W

12" SANITARY W

W

G

WG

18"

12"

OH

RGE 77

W

G

1 BLOCK WALL

ROCK W/ PLAQUE

W

G

OH

18"

400

ASPHALT

OH

24"

OH

LANDSCAPING

W

OH 390.17

18"

W W APPROXIMATE LOCATION 6" GAS MAIN WG WG

WG

OH

W

G W

W G W

GRANITE CURB

PHILLIPS ROAD - COUNTY ROAD 6

(66' WIDE) VILLAGE OF WEBSTER TOWN OF WEBSTER

70+00

401

W

(66' WIDE)

402

400

71+00

72+00

399

74+00

75+00 G

12" CMP

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

RY A

IN

IM

EL

PR

W.T.A.

12" SANITARY

DRAWN BY

12" CMP

GRAPHIC SCALE

E.R.G.

W

PROJECT MANAGER

APPROXIMATE LOCATION 4" GAS MAIN

12" CMP

73+00

40' WIDE WATER LINE

W G W

TG=397.94 G

PHILLIPS ROAD - COUNTY ROAD 6

GRANITE CURB

OH

394.54

TG=399.65

396.07

TG=401.30

S

RIM=398.87

389.94

W

OH

401

12"

396.07

G

OH

P.E. MAP 5, PARCEL 6B TO MONROE COUNTY (NOT RECORDED)

T

RGE 78

398.17

MATCHLINE SEE ABOVE

T

12.0'

T

LAWN

W

401

P.E. MAP 5, PARCEL 6 TO MONROE COUNTY (NOT RECORDED)

18"

24"

MATCHLINE SEE SHEET CA116

T

20' WIDE SANITARY SEWER EASEMENT TO THE VILLAGE OF WEBSTER PER LIBER 3574 PAGE 404

12" CMP

401

T

HH26-3

APPROXIMATE LOCATION UNDERGROUND TELEPHONE T T

PAV ERS

12' ASPHALT MULTI MODAL TRAIL

TITLE OF PROJECT

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PHILLIPS ROAD STA 60+00 TO 75+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA115

SHEET 07 OF 15

N

ASPHALT

12' ASPHALT MULTI MODAL TRAIL HH26-2

30"

401

ASPHALT

18"

FD

LAWN BLOCK WALL 24"

WV

T

396

397

S

ASPHALT

379.26

RIM=394.61

396

W

395

RGE 75A

OH

APPROXIMATE LOCATION 10" WATER MAIN W W G G APPROXIMATE LOCATION 8" WATER MAIN W W GRANITE CURB

W G

WV

T

OH

RGE 75

OH

W G

W

E

W

GW

W

GW

W TG=396.08

W GRANITE CURB

GW APPROXIMATE LOCATION 8" GAS MAIN W

GW

G GW

W GRANITE CURB

W

392.95

G

GW

G

W

G

W

G

W

G

W

15" CMP

W

W 390.34

Y

W

390.31

TG=394.14

OH

PHILLIPS ROAD - COUNTY ROAD 6

395

396

397

398

OH

RGE 74

FRONTIER 23

H

35 MPH

OH

392.38

W G W

H

W G W

Y D

TT

24"

RGE 76

18" LANDSCAPING 24" OH

OH

T

30"

MATCHLINE SEE BELOW

400

12" CMP

RS PAVE

399

36"

397

398

12.0'

30"

398

30"

379.29

P.E. MAP 5, PARCEL 6C TO MONROE COUNTY (NOT RECORDED)

30"

MATCHLINE SEE SHEET CA117

NORTH

398

12" CMP

(66' WIDE) E

75+00

76+00

TOWN LOT 3 TOWN LOT 2 77+00

OH

78+00

79+00

80+00

N

NORTH

397

379.26

T

24"

T

24"

T

OH

GV H

G

Y D

W

G W

W

E

W

15" CMP

12.0'

OH

RGE 73

G

G APPROXIMATE LOCATION 8" GAS MAIN W W

OH

G G APPROXIMATE LOCATION 10" WATER MAIN W W

G

OH

G

W

APPROXIMATE LOCATION 8" WATER MAIN W W

W

OH

G

W W

388.72 388.71 TG=392.76

RIM=391.07

OH

G

W

G

OH

G

G Y D

G

W

387.30 387.25 TG=391.05

PHILLIPS ROAD - COUNTY ROAD 6

393

OH

P.E. MAP 5, PARCEL 6 TO MONROE COUNTY (NOT RECORDED)

RGE 72

18" CMP

394

P.E. MAP 5, PARCEL 6E TO MONROE COUNTY (NOT RECORDED) OH

WV

W

G

OH

T

HH26-1

OH

T

8 7.6 37

T

S 377.74

18" SANITARY

RIM=392.41 P.E. MAP 5, PARCEL 6E (BURIED) TO MONROE COUNTY DRAIN (NOT RECORDED) TG=392.11 BOTTOM=390.61

APPROXIMATE LOCATION UNDERGROUND TELEPHONE T T

H

MATCHLINE SEE ABOVE

T

S

RIM=394.61

W

T

394

18" SANITARY

30" 24"

T

XEROX CORPORATION T.A.# 065.03-1-41 1345 CHIYODA DRIVE

G

APPROXIMATE LOCATION 8" GAS MAIN

18" CMP

392

MATCHLINE SEE BELOW

30" 395 T T APPROXIMATE LOCATION UNDERGROUND TELEPHONE

T

30"

39 2

T

30"

391

379.29

S

T

39 3

396

36" T

39 4

12' ASPHALT MULTI MODAL TRAIL

391

(66' WIDE) 80+00

81+00

82+00

83+00

84+00

85+00

PHILLIPS ROAD - COUNTY ROAD 6

N

RA IL E ID GU AM BE BO X

385

38 383 4

' 12.0

OH

G

RGE 70 FTR 28

OH

ASPHALT

OH

W G

W

G

E W

W

G

PHILLIPS ROAD - COUNTY ROAD 6

W

G

W

G

E

W W

MB G

E G

GRANITE CURB

388

E

389

H

O

(66' WIDE)

E

W H

G APPROXIMATE LOCATION 8" GAS MAIN

W

18" HDPE

E G

86+00

90+0

85+00

PRIVATE DRIVE

NO #

O

APPROXIMATE LOCATION 10" WATER MAIN W G APPROXIMATE LOCATION 8" WATER MAIN W

OH

18" SANITARY

390

W

W GRANITE CURB

385.52 385.42 TG=389.62

W

OH

GV

W

G W

E

W

MILE G MARKE R W 18/008/163

OH

WV

W

G BOX BEAM GUIDE RAIL

OH

PRIVATE DRIVE

E

G G G APPROXIMATE LOCATION 8" GAS MAIN

RIM=389.03

LP 389.82 17983

OH

VILLAGE OF WEBSTER TOWN OF WEBSTER

OH

5'H x 6.5'W ARCH CMP

MATCHLINE SEE ABOVE

RGE 71 FTR 27

N/F R-NET CORP. T.A.# 065.03-1-10./WEB 715 PHILLIPS ROAD LIBER 8567 PAGE 66

10' WIDE UTILITY EASEMENT TO ROCHESTER GAS AND ELECTRIC CORPORATION AND ROCHESTER TELEPHONE CORPORATION PER LIBER 4697 PAGE 161

OH

INV=382.17

S

N/F XEROX CORPORATION T.A.# 065.03-1-40 CHIYODA DRIVE

E

OH

E

HH26-1

RIP-RAP

375.63

373.79

RIV

P.E. MAP 5, PARCEL 6 TO MONROE COUNTY (NOT RECORDED)

OH

387

18" SANITARY

WEBSTER PARKS & RECREATION

373.73 18" SANITARY

388

T

YOD

389

T

12' ASPHALT MULTI MODAL TRAIL

APPROXIMATE LOCATION 10" WATER SERVICE W W

CHI

390

N/F XEROX CORPORATION T.A.# 065.03-1-41 1345 CHIYODA DRIVE

NORTH

87+00

88+00

88+66 O H

0 E

PHILLIPS ROAD - COUNTY ROAD 6

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

EL

GRAPHIC SCALE

RY

PR

MATCHLINE SEE SHEET CA117 TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PHILLIPS ROAD STA 75+00 TO 88+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA116

SHEET 08 OF 15

RB

ARY

RIM= 388.2

42" S ANIT

88+0

GRAN ITE C U

S 1

E GRANITE CURB

OH

G

Y

E

T

STOP

18"

18" SAN ITARY

SA NIT

87+0 0

AR Y

G

W

KEEP RIGHT

PHA

G

GRANITE CURB

MED IA SIGN N

P.E. MAP 5, PARCEL 5E TO MONROE COUNTY (NOT RECORDED)

C26-

T W

D6

ARY

P

E

T

PROPOSED VILLAGE OF WEBSTER R.O.W.

REMOVE ISLAND AND REPLACE WITH FULL PAVEMENT SECTION (TYP.)

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

TG=389.31

G

386 INV=384.10

385

P

INV=385.60

ANIT

4" VCP 387.12

W

E

APPROXIMATE LOCATION 1" GAS SERVICE T

W

APPROXIMATE LOCATION 3" WATER MAIN W

W

N G

APPROXIMATE LOCATION 2" GAS SERVICE

18" S

PHIL

2" PVC

S

E

S

G

LA N DE SIG NP

E

(PROPOSED VILLAGE R.O.W.) 98+00

100+00

C26-10

OR

G

12.0'

IPE

392

MP

14.0'

ST

392 G

6.8'

12.0'

P P

391

390.05

389.33

G

SLIDE GATE

E G

APPROXIMATE LOCATION 10" WATER MAIN W W

390

1 387.2 INV= D) IE (BUR 389

W

S

15" SANITARY

376.93

18" RCP

388.16

W

388.16 TG=390.91

G

386.13

G

376.88

15" SANITARY

G

RIM=391.48

15" SANITARY

8' CHAIN LINK FENCE

G

P

383.53

S

PROPOSED VILLAGE OF WEBSTER R.O.W.

12" RC

POST W/ SPEAKER

12" RCP

376.41

3 390.3 RIM= 376.44

10"

G

8.7'

P

PROPOSED VILLAGE G G OF WEBSTER R.O.W.

GRANITE CURB

4" PVC

9 ER) 390.3 TG= OF WAT L (FUL GRAVEL

P

TG=391.13 E

95+0

99+00

E

97+00

PE R

6" VCP

MITCHELDEAN DRIVE

14.0'

96+00

Y

G

MH

E

12.0'

G

12.0'

E

16"

TG=390.14 (FULL OF DEBRIS)

GRAVEL

4.0'

Y

E

16"

39 2

E G

1 39

391

E

16"

15"

T

T 15"

GV

E E

RIM=392.05

4.0'

E 4 390.6 EBRIS = G T OF D FULL

G

E

PROPOSED VILLAGE OF WEBSTER R.O.W. T

391

XEROX SIGN

E

VARIABLE WIDTH SHOULDER WIDENING TO ESTABLISH A MIN. WIDTH SHOULDER OF 4'

387.08

G G T

T

E

P

T

E

VC

E ONE WAY

T

391

W

APPROXIMATE LOCATION 3" WATER MAIN W

DITCH

CONCRETE GUTTER

NORTH

PAD W UTIL / IT CAB Y INET

ARY

T

D-

P

TG=387.86

TR

E

W

G

G G APPROXIMATE LOCATION 8" GAS MAIN W

W

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

391

388

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

GRAPHIC SCALE

RY

EL

PR

MATCHLINE SEE ABOVE

ANIT

G

387

E

15" S

UTILITY BOX

PRIVATE DRIVE

WV

LIPS

ROA

W

G

W

X BO

(66' W COUNT IDE) Y RO A

W

OH

ION 1 0 OXIM W G " WATER ATE L MAIN OCAT ION 8 " WAT W ER M AIN

OCAT ATE L OXIM APPR

APPR

OH

U G

G

12" RCP

AM BE

390

386.06

IL RA

24" RCP

E ID

G MAIN

G

ONE WAY

G

GAS

383.76

8.6'

384.82

Y

T

G

N 8"

95+00

GRANITE CURB

PROPOSED VILLAGE OF WEBSTER R.O.W.

39 0

CATIO

38 9

388.57

E

G E LO

Y

388

W

T

LT

GRANITE CURB APPR OXIM AT

G

E

ASPHALT

94+00AS

G

93+00

MATCHLINE SEE SHEET CA118

W

Y

RIM=388.17

92+00

Y

W

390

12.0'

OH

G

(PROPOSED VILLAGE R.O.W.)

12" RCP

388

12.0'

1798 3 389.8 2 LP

E

14.0'

91+00

388

E

Y

9 38

S

TG=386.57

VILLA G TOW E OF WE BSTE N O F R WEB STER

E

G

R=75.0'

E

G 8

G

E

374.5

374.45 S RIM= 388.7 5

378 .

RY NITA

MITCHELDEAN DRIVE

G

14.0'

90+00

TG=387.88

24" RCP

12.0'

GV GV

E

LP BASE

GRANITE CURB

G

12" HDPE

G

E

E E STORM PIPE PER DESIGN PLANS

E

E G

G

18" S A

TR

E

ARY

WV

24" R CP

TG=386.26

MATCHLINE SEE BELOW

E

MW

384.2 8

E

MW

G

E

12" S

E

ANIT

374.1

E

G

18" S

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

12.0'

E G

T

RY ANITA

PROPOSED VILLAGE OF WEBSTER R.O.W.

15" S ANIT ARY

NOR TH

4 375.1

G

12.0'

GV

376.6

RY 18" S

MAIN " GAS TION 8

SER W VICE

APPR G OXIM ATE LOCA

W

OH ATER

E

384.28

10" W

ANITA

G

W

OH 9

375.6 3

S

373.7

R=75.0'

T

E

G

T

XER OX C N/F T.A.# ORPOR A CHIY 065.03-1 TION -4 ODA DRIV 0 E RIM= 389.0 3

WEB S PAR TER K REC S & REA TION

E E

RIM=387.87

384.36

TION

E

S

G

E

373.7 ANIT 3 ARY

E

T

E

T

TR

E

OXIM A W TE LOCA

T

E

APPR

W

OH

18" S

N T

E 375.1

375.0 2

OH

W

T

E

W

G

E

NO # RGE 7 FTR 0 28

OH

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

STA 90+00 TO 100+00 LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA117

SHEET 09 OF 15

24"

NORTH

O

REBAR W/ CAP 'BERGMANN'

24"

391

INV=391.06

G

PROPOSED VILLAGE OF WEBSTER R.O.W.

EXISTING TRAFFIC SIGNAL / POLE TO BE REMOVED

TURN LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

EXISTING TRAFFIC SIGNAL / POLE TO BE REMOVED

HTS

IC LIG H TRAFF

EMPLOYEE PARKING

VARIABLE WIDTH SHOULDER WIDENING TO ESTABLISH A MIN. WIDTH SHOULDER OF 4'

381.50

381.42

E

380.43 379.77

S

24"

RIM=392.60

15" SANITARY

N

PROPOSED R.O.W. (EX. TESSY LOT LINE)

S RIM=392.92

REBAR W/ CAP 'BERGMANN'

XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408 379.90

T

MITCHELDEAN DRIVE / RESENDE ROAD

Y

12" SANITARY

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

24"

E

W

D

E

EXISTING TRAFFIC SIGNAL / POLE TO BE REMOVED

P

MATCHLINE SEE BELOW

MAIN

G

E G

G

ON

GU ID E E RA I

OH

" GAS

G ATE L OCAT ION 6 APPR OXIM

G

GV

TS IGH CL

FFI TRA

G

L

GV

APPROXIMATE LOCATION 8" GAS MAIN G

RI BB

G

8" BOLLARDS E

H

Y

PROPOSED VILLAGE OF WEBSTER R.O.W.

G

WV

XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

388.06

ME E TA L

E

G

387.93 RIM=391.98

D

388.34

E 18" RCP

E

MITCHELDEAN DRIVE / EUSTON ROAD

TG=392.14

E

G

W

UTILITY CABINET

377.60

E E

GRAVEL

388.34

8" PVC

C PV 8" 98 6. 05 38 88. 3

TG=391.02

W

G

G TG=390.95

G

GRAVEL

24" RCP

RIM=391.68 386.26

E

12" PVC

D

15" STUB

10" SANITARY

386.30

RIM=392.07

388.36

382.37

386.10

15" SANITARY

S

388.68

377.52

E

LANE ENDS 200 FEET

8" BOLLARD

30" x 18" ARCH RCP

379.18

RIGHT LANE MUST TURN RIGHT

E

RAILROAD SPIKE

E GRAVEL

391.17

E

6.9'

METAL RIBBON GUIDE RAIL

8" BOLLARD

P P

TG=394.24

Y

E

12.0'

15" SANITARY

393

EXISTING TRAFFIC SIGNAL / POLE TO BE REMOVED

394

39 5

391.24

C26-11

105+00

12" PVC

100+00

12" PVC

(PROPOSED VILLAGE R.O.W.)

14.0'

101+00

104+00

YIELD NO LEFT TURN

E

MITCHELDEAN DRIVE

103+00 102+00

E E

Y

GRAVEL SHOULDER

E

12.0'

Y

E

ARROWS

GRAVEL SHOULDER

E

OH TRAFFIC LIGHTS

E

392

OH TRAFFIC LIGHTS

MATCHLINE SEE SHEET CA117

4.0'

Y

E

24"

12"

24"

E

36" RCP

17"

24"

Y

G

12"

E

W

PROPOSED R.O.W. (EX. TESSY LOT LINE)

Y

382.76

S

15" SANITARY

APPROXIMATE LOCATION 6" GAS MAIN G G

G

INV=391.65

INV=391.81

40" HDPE

392

CONCRETE HEADWALL (POOR CONDITION)

394 392

393 394

E

108+00

107+00

395.02

6" PVC

STOP SIGN

400

C

18"

7 5. 39

D

399

TG=398.00

24" RCP

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

ASPHALT PARKING LOT

DELINEATOR

398

TG=396.90

PROPOSED VILLAGE OF WEBSTER R.O.W.

PV

RIM=398.38

GRANITE CURB

396

6" PVC

393.40

397

399

398

TG=397.86 395.33

400 393.40

18" 12"

110+00

109+00

18 5. 39

6" HDPE GRANITE CURB

GRAVEL SHOULDER

10.9'

39 7 TG=396.76 394.35 394.35

E

398

6" PVC 8" RCP 394.73 394.78

392.97

MITCHELDEAN DRIVE

C26-12

4.0'

TG=395.02

12.0'

60.0'

12.0'

Y

LP BASE FLUSH W/ GROUND

E

(PROPOSED VILLAGE R.O.W.)

106+00

14.0'

105+00

E

24" RCP

12.0'

E

12.0'

MATCHLINE SEE ABOVE

4.0'

GRAVEL SHOULDER

396

397

E

LP BASE FLUSH W/ GROUND

397

INV=393.43

395

E

NORTH

DITCH

TURN LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

393

E

G

N

RIM=398.08

S 382.80

MATCHLINE SEE SHEET CA119

G

15" SANITARY

RIM=396.47 382.21 382.17

Y TG=394.87 BOTTOM=392.65 NO PIPES VISIBLE

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

EL

GRAPHIC SCALE

RY

PR

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

MITCHELDEAN DRIVE STA 100+00 TO 110+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA118

SHEET 10 OF 15

T

N

T

Y

383.75 15" SANITARY

G

RIM=400.51 383.89

15" VCP

S

G

PROPOSED R.O.W. (EX. TESSY LOT LINE)

396

Y

G

INV=398.44

DITCH

INV=398.47

24" x 44" ARCH RCP

399 INV=399.31

397 398

E

T

W

APPROXIMATE LOCATION 6" GAS MAIN G

G

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

T

GV GV

W

T

W

15" VCP

APPROXIMATE LOCATION 8" GAS MAIN G

G

W

385.47 G

G

T

Y

T

G

S

W

G

E

G

E

WV H

LP BASE

403 H

404

E

MITCHELDEAN DRIVE

117+00

E

118+00

GRAVEL SHOULDER

E

119+00

E

120+00

C26-15

40 7

Y

E

12.0'

60.0'

405

(PROPOSED VILLAGE R.O.W.)

4 40

E

116+00

E

12.0'

115+00

E

405

E

18" RCP

E

4.0'

E

Y D

404

E

WV

Y D

G

403

402

#111

W

402

18" RCP (ABANDONED)

E

W

15" VCP

W

INV=401.45 HALF BURIED E

T

385.57

RIM=403.19 G

G

T

INV=401.88

E

TG=402.92

N/F TESSY WEBSTER FACILITY, LLC T.A.# 065.15-1-1 1500 MITCHELDEAN ROAD LIBER 12686 PAGE 125

PROPOSED R.O.W. (EX. TESSY LOT LINE)

401

C26-14

E

4.0'

STEEL RIBBON GUIDE RAIL

E

GUARD RAIL TO BE REMOVED

Y

PROPOSED VILLAGE OF WEBSTER R.O.W. ASPHALT PARKING LOT

PAVEMENT REMOVAL AND ESTABLISH LAWN (TYP.)

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

TG=403.98 NO VISIBLE PIPES SUMP=400.78

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

GRAPHIC SCALE

RY

EL

PR

MATCHLINE SEE ABOVE

GUARD RAIL TO BE REMOVED

PAVEMENT REMOVAL AND ESTABLISH LAWN (TYP.)

Y

E

STOP SIGN

RIM=402.67

D

391.94

W

384.71

G

STEEL RIBBON GUIDE RAIL

DELINEATOR

4" BOLLARD

T

G APPROXIMATE LOCATION 8" GAS MAIN

S

3 40

10" PVC

W

398.52

PROPOSED VILLAGE OF WEBSTER R.O.W.

T

APPROXIMATE LOCATION 16" WATER MAIN W W

RIM=401.77

115+00

N

T

PIV

384.60

E

STEEL RIBBON GUIDE RAIL

Y

PIV

Y

398.92

APPROXIMATE LOCATION 16" WATER MAIN

8" VCP

ASPHALT PARKING LOT

T

(PROPOSED VILLAGE R.O.W.)

E

Y

T

E

398.92

E GRAVEL SHOULDER

STOP SIGN

12" STEEL 4" (CAPPED) BOLLARD INV=397.48

E

MITCHELDEAN DRIVE 114+00

GRANITE CURB

TG=400.08 39

E

6" PVC INV=398.79 TG=401.24 SUMP=398.14

403

E

113+00

402

ELECTRIC PANEL

40 0

15" RCP

T

GRANITE CURB

401

D

395.44

TG=398.92

10"

E

NORTH

395.34 RIM=399.84

6" PVC

401

E

112+00

TG=400.31

397.35

6" PVC

397.39

8" PVC

400

396.59 8" PVC 396.85

STOP SIGN

396.09

E

26" x 44" RCP

TG=399.20

E

15" RCP

E

10.6'

E

12.0'

60.0'

Y

E

401

LP BASE FLUSH W/ GROUND

E

C26-13

111+00

E

400

12.0'

110+00

400

MATCHLINE SEE BELOW

E

402

E

4.0'

E

15" RCP

MATCHLINE SEE SHEET CA118

E

INV=398.09 399

CONCRETE HEADWALL E

INV=395.58

G

MATCHLINE SEE SHEET CA120

G

N/F TESSY WEBSTER FACILITY, LLC T.A.# 065.15-1-1 1500 MITCHELDEAN ROAD LIBER 12686 PAGE 125

NORTH

Y

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

MITCHELDEAN DRIVE STA 110+00 TO 120+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA119

SHEET 11 OF 15

T

E

T

E OH

G

STOP SIGN

G

E

W

E

G

404 403

INV=401.32 402

E

E GRAVEL SHOULDER

E

LP BASE FLUSH W/ GROUND

E

GRAVEL SHOULDER E

E LP BASE

E

OH

12.0'

OH

10" VCP

120+00

10" G

E

APPROXIMATE LOCATION 8" GAS MAIN G

G

15" VCP

405

121+00

MITCHELDEAN DRIVE

122+00

60.0'

12.0'

W

123+00

(PROPOSED VILLAGE R.O.W.)

406

124+00

C26-16

GRAVEL SHOULDER DEL.

XEROX SIGN

48" RCP

E

APPROXIMATE LOCATION 20" WATER MAIN

N/F TESSY WEBSTER FACILITY, LLC T.A.# 065.15-1-1 1500 MITCHELDEAN ROAD LIBER 12686 PAGE 125

DEL.

STOP SIGN

DEL.

INV=399.83

OH

APPROXIMATE LOCATION 16" WATER MAIN

E E

403 402 1 40

410 LANDSCAPING

404

W

100' RIGHT-OF-WAY TO ROCHESTER GAS AND ELECTRIC CORPORATION PER LIBER 4944 PAGE 33

409

LANDSCAPING

405

DEL.

406

E

DEL.

MITCHELDEAN DRIVE DENHAM ROAD

XEROX SIGN

LANDSCAPING

W

407

PAVEMENT REMOVAL AND ESTABLISH LAWN TYP.

DENMAN RD.

OH

PROPOSED VILLAGE OF WEBSTER R.O.W. 707-32

NO #

407

E

4.0'

OH

STOP SIGN

LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

408

E

125+00

407

E

4.0'

E

G

LP BASE AND POLE

Y D

387.69

E

H

E

G

S

W

407

WV

G

E

OH

#109

LP BASE

E

W

406

E

OH

MATCHLINE SEE SHEET CA119

E

387.44

E

W

NO #

E

GV

8" VCP

G

15" VCP

DROP PIPE 393.44

386.60

BUILDING DIRECTION SIGN

WV

W

6" BOLLARD (TYP.)

W

E

W

387.74

G

8" VCP

E W

OH

G

W

OH

G

S

397.84

APPROXIMATE LOCATION 8" GAS MAIN G G

PIV

PIV W

APPROXIMATE LOCATION 16" WATER MAIN W W RIM=405.64 386.48

W

DENMAN RD.

W

PROPOSED R.O.W. (EX. TESSY LOT LINE)

NORTH

T

MATCHLINE SEE BELOW

T

RIM=405.24

T

E

T

N

26"

APPROXIMATE LOCATION 16" WATE W T

W

T

N

RIM=404.73

12"

388.47 S

NORTH

PROPOSED R.O.W. (EX. TESSY LOT LINE)

405

388.67

15" VCP

12" 404

10"

G

403 G

G

402

INV=401.32 402

4 40

402

405

E

MATCHLINE SEE ABOVE

GRANITE CURB

E

4.0'

GRANITE CURB

E

E GRAVEL SHOULDER

E

APPROXIMATE LOCATION 8" GAS MAIN G

G

INV=398.67 399

'TESSY' SIGN

400 401 402

404 E

E

G

403

STOP SIGN E

E

G

40" x 65" ARCH CMP

CONCRETE HEADWALL

G

INV=398.44

401

402

G

INV=398.20

401

INV=400.93

24" CMP

G

E

STOP SIGN

DEL.

E

403

E

E 404

E

E LP BASE

E

GRANITE CURB

C26-17

127+00

12.0'

(PROPOSED VILLAGE R.O.W.)

60.0'

MITCHELDEAN DRIVE

126+00

12.0'

125+00

128+00

129+00

130+00

C26-18

GRAVEL SHOULDER

406

6 40 STOP SIGN

8 40

409

LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

405 DEL.

6 40

407 40

STOP SIGN

410 411

15"

408

407

398.78

D

411

406

405

GRANITE CURB

410

398.81

36" x 58" ARCH CMP

4.0'

STOP SIGN

MATCHLINE SEE SHEET CA121

G

PROPOSED VILLAGE OF WEBSTER R.O.W.

DEL.

36" RCP

399.25

RIM=404.43

18" RCP

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

DEL.

398.31 PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

EL

GRAPHIC SCALE

RY

PR

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

MITCHELDEAN DRIVE STA 120+00 TO 130+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA120

SHEET 12 OF 15

G

A " 15 NIT SA

15" SANITARY

404

G

403

G

402

G

40" x 65" RCP

401

REBAR W/ CAP 'BERGMANN'

402 40

Y

N

0.4

12" VCP

S

393.32 390.32 RIM=403.21

G

INV=400.05

401

PROPOSED VILLAGE OF WEBSTER R.O.W.

G

INV=400.23

402

E

E GRAVEL SHOULDER

E

E MITCHELDEAN DRIVE WELWYN ROAD

E

132+00

Y

E

404

E

GRAVEL SHOULDER

E

135+00

Y

GRAVEL SHOULDER

4.0'

405

134+00

GRAVEL SHOULDER

E

C26-19

12.0'

GRAVEL SHOULDER

E

LP BASE

133+00

(PROPOSED VILLAGE R.O.W.)

E

60.0'

MITCHELDEAN DRIVE

131+00

403

E

12.0'

130+00

E

E 404

E

4.0'

MATCHLINE SEE SHEET CA120

MATCHLINE SEE BELOW

405

RY

NORTH

10"

WELWYN RD.

406

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

BUILDING 216 DELIVERIES

409

STOP SIGN

BUILDING 216 PARKING

410

LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

POST W/ SECURITY CAMERA

CONCRETE CURB

411

VAULT NO ACCESS

405 404

PROPOSED VILLAGE OF WEBSTER R.O.W.

403

FIBER OPTIC MARKER POSTS

402

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

G

XEROX ENTRANCE

402

403

E

404 E

E

GRAVEL SHOULDER

E

402

R=50.0'

8" BOLLARD

139+00

140+00

Y

C26-21

GRAVEL SHOULDER

12.0'

140+93

404 G

4.0'

INTERSECTION AHEAD

403

MITCHELDEAN DRIVE

G

403 402

R=50.0'

W

G

R=75.0'

1" REBAR

W

G

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

EL

PR

GRAPHIC SCALE

RY

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

MITCHELDEAN DRIVE STA 130+00 TO 140+92

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026

OH

6' WIDE GAS MAIN EASEMENT TO ROCHESTER GAS AND ELECTRIC CORPORATION PER LIBER 3615 PAGE 379

OH

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

TOWN OF WEBSTER

R=50.0'

401

R=50.0' VILLAGE OF WEBSTER

FIBER OPTIC MARKER POSTS

404

STOP SIGN

OH

4.0'

DITCH

LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

8" BOLLARD

GRAVEL SHOULDER

OH

PROPOSED VILLAGE OF WEBSTER R.O.W.

DIRECTIONAL ARROWS SIGN

OH OH

STOP

Y

FRONTIER 18

STOP

138+00

12.0'

(PROPOSED VILLAGE R.O.W.)

Y

12.0'

MITCHELDEAN DRIVE

137+00

MATCHLINE SEE SHEET CA122

145+00

136+00

Y

E

12.0'

MATCHLINE SEE ABOVE

E

Y

60.0'

C26-20

E

4.0'

E

LP BASE

4.0'

E

W

LP BASE

R=50.0'

W

E

G

E

R=50.0' R=50.0' OH

E

LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

Y

NORTH

G

APPROXIMATE LOCATION 8" WATER MAIN W W

G

15"

W

G

18"

W

G

APPROXIMATE LOCATION 8" GAS MAIN G G

G

APPROXIMATE LOCATION 8" GAS MAIN G

OH

G

GATE

40 4

6' CHAIN LINK FENCE

30"

403

GAS LINE MARKER

403

PROPOSED VILLAGE OF WEBSTER R.O.W.

N

402

N/F XEROX CORPORATION T.A.# 065.19-1-1.1 800 PHILLIPS ROAD LIBER 3379 PAGE 408

OH

G

MILL AND OVERLAY LIMITS

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA121

SHEET 13 OF 15

G

OH

N

Y

APPROXIMATE LOCATION 8" WATER MAIN W W

G

402

PROPOSED CLEARING LIMITS

R=50.0'

EDGE OF TRAVEL LANE

R=50.0'

404

MATCHLINE SEE BELOW

STOP 403

40 6

EDGE OF 4' STONE SHOULDER

7 40

405

G

W W

4' 4'

EDGE OF 4' ASPHALT SHOULDER

STORMWATER OUTFALL STRUCTURE PROPOSED STORMWATER AREA

OH

W

4' 4'

W

150+00

12.0'

G

149+00

EDGE OF TRAVEL LANE

R=75.0'

19"

RGE POWER POLE AND GUY WIRES TO BE RELOCATED (BY OTHERS)

1" REBAR

PROPOSED CLEARING LIMITS

OH

EXISTING PROPERTY LINE / PROPOSED R.O.W.

W

END SECTION INV. 400.63 G

12.0'

148+00

(PROPOSED TOWN OF WEBSTER R.O.W.)

97.5'

G

4' 4'

BOULTER INDUSTRIAL 147+00 PARK EXTENSION

12.0'

+/- 130' STORAGE

R=50.0' TOWN OF WEBSTER

VILLAGE OF WEBSTER

G

4' ASPHALT SHOULDER

404

R=50.0'

146+00

DIRECTIONAL ARROWS SIGN

OH

MITCHELDEAN DRIVE

97 LF OF 12" HDPE @ 0.5%

FRONTIER 18

OH

STOP SIGN

145+00

DITCH

8" BOLLARD

140+93

EDGE OF 4' ASPHALT SHOULDER EDGE OF 4' STONE SHOULDER

4' STONE SHOULDER

12.0'

STOP

C26-21

127 LF OF 18" HDPE @ 0.5%

7 40

4' 4'

140+00

TP26-3

(66' WIDE)

R=50.0'

SALT ROAD - COUNTY ROAD 6

G

W

R=50.0'

10.0'

APPROXIMATE LOCATION 8" GAS MAIN

+/- 250' LANE SHIFT TAPER

OH OH

POSTED SIGN

TEL 17

RGE 67A FRONTIER 17

MILL AND OVERLAY LIMITS

N/F ERNEST ACKERMAN & ANTHONY S. DI PRIMA T.A.# 066.03-1-86.1 702-704 SALT ROAD LIBER 7397 PAGE 184 LOT 2 - LIBER 296 OF MAPS PAGE 67

4' 4'

151+00

45 LF OF 12" HDPE @ 0.5%

12.0'

150+00

BOULTER INDUSTRIAL PARK EXTENSION

155+0

152+00

154+00

153+00

R=750.0' 12.0'

(PROPOSED TOWN OF WEBSTER R.O.W.)

END SECTION (TYP.)

4' 4'

MATCHLINE SEE SHEET CA123

40 7

10.0'

4' ASPHALT SHOULDER

MATCHLINE SEE ABOVE

TP26-5

PROPOSED TOWN OF WEBSTER R.O.W.

EDGE OF 4' ASPHALT SHOULDER EDGE OF 4' STONE SHOULDER

4' STONE SHOULDER

N

NORTH

PROPOSED CLEARING LIMITS EDGE OF TRAVEL LANE

TP26-4

4' STONE SHOULDER 407

4' ASPHALT SHOULDER PROPOSED STORMWATER AREA

EDGE OF TRAVEL LANE EDGE OF 4' ASPHALT SHOULDER

89.8'

EDGE OF 4' STONE SHOULDER

PROPOSED CLEARING LIMITS 408 407

406

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

GRAPHIC SCALE

RY

EL

EXISTING PROPERTY LINE / PROPOSED R.O.W.

PR

MATCHLINE SEE SHEET CA121

404

12" END SECTION INV. 400.0

PROPOSED TOWN OF WEBSTER R.O.W.

8" BOLLARD

6' WIDE GAS MAIN EASEMENT TO ROCHESTER GAS AND ELECTRIC CORPORATION PER LIBER 3615 PAGE 379

403

E

28"

OH

LANE WIDENING REQ'D (SAWCUT 1' INSIDE OF EXISTING EDGE OF PAVEMENT)

24"

18" END SECTION INV. 400.0

Y OH

XEROX ENTRANCE

402

15"

30"

403

G

OH

G

30"

NORTH

MILL AND OVERLAY LIMITS

N/F ERNEST ACKERMAN & ANTHONY S. DI PRIMA T.A.# 066.03-1-86.1 702-704 SALT ROAD LIBER 7397 PAGE 184 LOT 2 - LIBER 296 OF MAPS PAGE 67

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

BOULTER EXT STA 145+00 TO 155+00

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA122

SHEET 14 OF 15

406

405

N EXISTING STONE PARKING LOT FOR BALL FIELD TO BE RELOCATED

PROPOSED CLEARING LIMITS 406

END SECTION INV. 405.00

PROPOSED TOWN OF WEBSTER R.O.W.

407

NEW UNDERGROUND ELECTRICAL SERVICE. COORDINATE WITH RGE

DITCH

EDGE OF PAVEMENT

N/F WEBSTER CENTRAL SCHOOL DISTRICT T.A.# 066.03-1-6.006 1610 BOULTER INDUSTRIAL PARKWAY LIBER 12392 PAGE 620

PROPOSED TOWN OF WEBSTER R.O.W.

ERNEST ACKERMAN & ANTHONY S. DI PRIMA

GRAVEL

E 6" BOLLARD (TYP.)

157+00

UTILITY CABINET

E APPROXIMATE LOCATION UG ELECTRIC

4' C.O.

DITCH

407

OH

408

RGE 65L W/ CONDUITS

EXISTING UNDERGROUND ELECTRICAL SERVICE TO THE RELOCATED

12"

407

4' ASPHALT SHOULDER

16.2'

406

RIP-RAP

END SECTION INV. 405.48

EDGE OF 4' STONE SHOULDER

4' STONE SHOULDER

407 TO BE RELOCATED (BY OTHERS) 406

12"

EDGE OF TRAVEL LANE EDGE OF 4' ASPHALT SHOULDER

TO BE RELOCATED

E

155+0

STORAGE CONTAINER

E

N/F ERNEST ACKERMAN & ANTHONY S. DI PRIMA T.A.# 066.03-1-86.1 702-704 SALT ROAD LIBER 7397 PAGE 184 LOT 2 - LIBER 296 OF MAPS PAGE 67

160+00

4.0'

OH

12.0'

156+0

159+00

(PROPOSED TOWN OF WEBSTER R.O.W.)

C26-22

METER BOARD

60.0' R.O.W.

BOULTER INDUSTRIAL PARK EX TENSION 158+00

12.0'

48 LF OF 12" HDPE @ 1.0%

4.0'

LIBER 7397 PAGE 184 LOT 2 - LIBER 296 OF MAPS PAGE 67

MATCHLINE SEE BELOW

7.8'

EDGE OF TRAVEL LANE

MATCHLINE SEE SHEET CA122

NORTH

405

EXISTING LIGHT POLE TO REMAIN

RELOCATED SWITCH GEAR AND METER BOARD

LANDSCAPING

OH

EXISTING PROPERTY LINE / PROPOSED R.O.W.

409

411

410

7 40

410

EXISTING PROPERTY LINE / PROPOSED R.O.W. 5/8" REBAR

W

NORTH

W

EASEMENT TO ROCHESTER GAS & ELECTRIC CORPORATION. FRONTIER TELEPHONE OF ROCHESTER INC. AND TIME WARNER CABLE PER LIBER 10742 PAGE 166

EDGE OF TRAVEL LANE EDGE OF PAVEMENT

4.0'

W

APPROXIMATE LOCATION 2" WATER SERVICE W W

W

GRAVEL SHOULDER

161+00

BOULTER INDUSTRIAL PARK

161+58

12.0'

SWING GATE

12.0'

60.0' R.O.W.

C26-23

(60' WIDE) GRAVEL SHOULDER

EASEMENT TO ROCHESTER GAS & ELECTRIC CORPORATION. FRONTIER TELEPHONE OF ROCHESTER INC. AND TIME WARNER CABLE PER LIBER 10698 PAGE 554

EDGE OF TRAVEL LANE EDGE OF 4' ASPHALT SHOULDER

16.0'

4' STONE SHOULDER 4' ASPHALT SHOULDER

410 409

408

4.0'

GRAVEL

EDGE OF 4' STONE SHOULDER

RGE 65K OH

OH

IL

RGE 65J

OH

IDE RA WOOD GU OH

WOOD GUIDE RAIL

OH

OH SWING GATE PRIVATE PROPERTY

EXISTING PROPERTY LINE / PROPOSED R.O.W. GRAVEL

OH

LANDSCAPING

OH

WOOD GUIDE RAIL

LAKEFRONT SPORTS PARK SIGN

408

409

N/F WEBSTER SOCCER ASSOCIATION, INC. T.A.# 066.03-1-82.11 1645 BOULTER INDUSTRIAL PARKWAY LIBER 11826 PAGE 9

PROJECT MANAGER

( IN FEET ) 1 inch = 20 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

IN

IM

GRAPHIC SCALE

RY

EL

PR

MATCHLINE SEE ABOVE

N

N/F WEBSTER CENTRAL SCHOOL DISTRICT T.A.# 066.03-1-6.007 1640 BOULTER INDUSTRIAL PARKWAY LIBER 12783 PAGE 402

PROPOSED TOWN OF WEBSTER R.O.W.

OH

KGE PROPERTIES, LLC T.A.# 066.03-1-6.005 1660 BOULTER INDUSTRIAL PARKWAY LIBER 11172 PAGE 321

407

EXISTING LIGHT POLE TO REMAIN

160+00

7 40

EXISTING STONE PARKING LOT FOR BALL FIELD TO BE RELOCATED

TITLE OF PROJECT

E.R.G.

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

Civil Engineering

DRAWN BY

W.T.A.

TITLE OF DRAWING

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

D.T.H.

LOCATION OF PROJECT

TOWN OF WEBSTER & VILLAGE OF WEBSTER COUNTY OF MONROE, STATE OF NEW YORK

DATE

06/29/2026 SCALE

1"=20'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

BOULTER EXT STA 155+00 TO 161+57

CLIENT

WEBSTER ECONOMIC DEVELOPMENT ALLIANCE 28 WEST MAIN STREET WEBSTER, NEW YORK 14580

DWG. #

10012

CA123

SHEET 15 OF 15

Project No. 10012 Webster Transportation Infrastructure Project

APPENDIX B

ENVIRONMENTAL ASSESSMENT FORM – PART 1

This Document was previously reviewed by the lead agency prior to submission of this report.

Page 30

Full Environmental Assessment Form Part 1 - Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor; and, when possible, generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A & B. In Sections C, D & E, most items contain an initial question that must be answered either “Yes” or “No”. If the answer to the initial question is “Yes”, complete the sub-questions that follow. If the answer to the initial question is “No”, proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the DSSOLFDQWRUproject sponsor to verify that the information contained in Part 1is accurate and complete. A. Project and $SSOLFDQWSponsor Information. Name of Action or Project: Webster Transportation Infrastructure Project

Project Location (describe, and attach a general location map): See Attached (Sketch Exhibit)

Brief Description of Proposed Action (include purpose or need): Webster Economic Development Alliance (WEDA) was awarded a FAST NY Track C Grant to implement roadway improvements in the vicinity of the Xerox Campus in the Town and Village of Webster. The purpose of the grant is to provide funding to rehabilitate existing roadways and create roadway extensions to improve circulation, access, and safety in this area. The project will also include multimodal improvements such as sidewalks and trail connections. The project will position the Xerox Campus area for subdivision and redevelopment, fostering business attraction to vacant and underutilized property. The project does not include any redevelopment or new buildings, only transportation infrastructure. Specific project elements include an extension of Boulter Industrial Parkway; extension of Chiyoda Drive; rehabilitation of Mitcheldean Drive, Orchard Street, and Panama Road; and a multi-use path connecting the Hojack Trail to Town of Webster Recreation Complex.

Name of Applicant/Sponsor:

Telephone:

Barry Howard, President, Webster Economic Development Alliance (WEDA)

E-Mail

bhoward@websterchamber.com

Address

28 West Main Street City/PO: Webster

State:

Project Contact (if not same as sponsor; give name and title/role):

Telephone

585-498-7812

Leigh Ann Kimber, Interim Executive Director

E-Mail

wedaexecutivedirector@gmail.com

NY

Zip Code:

Address

28 West Main Street

City/PO:

State:

Zip Code:

Webster

NY

14580

Property Owner (if not same as sponsor):

Telephone:

See Part F

E-Mail:

Address

City/PO:

State:

Page 1 of 13

Zip Code:

14580

B. Government Approvals B. Government Approvals Funding, or Sponsorship. (“Funding” includes grants, loans, tax relief, and any other forms of financial assistance.) Government Entity

If Yes

Identify Agency and Approval(s) Required

Application Date (Actual or projected)

✔ Yes No a. City &RXQFLOTown %RDUG, or Village Board of Trustees b. City, Town or Village Yes ✔ No Planning Board or Commission ✔ Yes No c. City Town or Village Zoning Board of Appeals ✔ No d. Other local agencies Yes

See Part F

e. County agencies

✔ Yes No

See Part F

f. Regional agencies

Yes ✔ No

g. State agencies

✔ Yes No

See Part F

h. Federal agencies

✔ Yes No

See Part F

i. Coastal Resources. i. Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway?

✔ No Yes

ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? iii. Is the project site within a Coastal Erosion Hazard Area? 6HH3DUW)

✔ Yes No Yes ✔ No

C. Planning and Zoning C.1. Planning and zoning actions. Will administrative or legislative adoption, or amendment of a plan, local law, ordinance, rule or regulation be the only approval(s) which must be granted to enable the proposed action to proceed? x If Yes, complete sections C, F and G. x If No, proceed to question C.2 and complete all remaining sections and questions in Part 1

Yes ✔ No

C.2. Adopted land use plans. ✔ Yes No a. Do any municipally- adopted (city, town, village or county) comprehensive land use plan(s) include the site where the proposed action would be located? If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action ✔ Yes No would be located? 6HH3DUW) b. Is the site of the proposed action within any local or regional special planning district (for example: Greenway Yes No ✔ Brownfield Opportunity Area (BOA); designated State or Federal heritage area; watershed management plan; or other?) If Yes, identify the plan(s): _______________________________________________________________________________________________________ Remediation Sites: 828080, Remediation Sites: 828013, Remediation Sites 828067; Remediation Sites: 828178; (see page 10 for detail); NYS Heritage Areas: West Erie Canal Corridor (See Part F for Map and additional narrative); Reimagine Webster BOA (See Part F for Map and additional ________________________________________________________________________________________________________ narrative) ________________________________________________________________________________________________________

c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, Yes ✔ No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________

Page 2 of 13

C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. Yes No ✔ If Yes, what is the zoning classification(s) including any applicable overlay district? _________________________________________________________________________________________________________ Town of Webster: Industrial District (IN), Residential (R-3; frontage on 250); Village of Webster: General Industrial (G-I) _________________________________________________________________________________________________________ b. Is the use permitted or allowed by a special or conditional use permit?

Yes No

c. Is a zoning change requested as part of the proposed action? Yes ✔ No If Yes, i. What is the proposed new zoning for the site? ___________________________________________________________________ C.4. Existing community services. a. In what school district is the project site located?

________________________________________________________________ Webster Central School District

b. What police or other public protection forces serve the project site? _________________________________________________________________________________________________________ Webster Police Department, Monroe County Sheriff's Department, NYS Police c. Which fire protection and emergency medical services serve the project site? __________________________________________________________________________________________________________ North East Joint Fire District, Penfield Volunteer Ambulance (backup) d. What parks serve the project site? __________________________________________________________________________________________________________ Adjacent to the proposed site: Town Recreation Complex, First Responders Park __________________________________________________________________________________________________________ D. Project Details D.1. Proposed and Potential Development a. What is the general nature of the proposed action (e.g., residential, industrial, commercial, recreational; if mixed, include all components)? Road reconstruction, restoration and construction, parking lot construction, multi-use path construction _________________________________________________________________________________________________________ b. a. Total acreage of the site of the proposed action? b. Total acreage to be physically disturbed? c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor?

22.21+/- acres _____________ 18.57+/- acres _____________

6HH3DUW)

22.21+/- acres _____________

c. Is the proposed action an expansion of an existing project or use? Yes No ✔ i. If Yes, what is the approximate percentage of the proposed expansion and identify the units (e.g., acres, miles, housing units, see Part F square feet)? % ____________________ Units: ____________________ ✔ Yes No d. Is the proposed action a subdivision, or does it include a subdivision? If Yes, i. Purpose or type of subdivision? (e.g., residential, industrial, commercial; if mixed, specify types) Roadway and land dedication from Xerox to Town and Village requires subdivision of Xerox property ________________________________________________________________________________________________________ ii. Is a cluster/conservation layout proposed? Yes ✔ No iii. Number of lots proposed? ________ iv. Minimum and maximum proposed lot sizes? Minimum __________ Maximum __________

H Will WKHproposed action be constructed in multiple phases? Yes ✔ No 12-18 months L If No, anticipated period of construction: _____ LL If Yes: x Total number of phases anticipated _____ x Anticipated commencement date of phase 1 (including demolition) _____ month _____ year x Anticipated completion date of final phase _____ month _____year x Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: _______________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________

Page 3 of 13

f. Does the project include new residential uses? If Yes, show numbers of units proposed. Two Family One Family Initial Phase At completion of all phases

Yes ✔ No Three Family

Multiple Family (four or more)

___________

____________

________________________

___________

____________

________________________

J Does the proposed action include new non-residential construction (including expansions)? If Yes,5RDGFRQVWUXFWLRQUHFRQVWUXFWLRQUHVWRUDWLRQ1RQHZVWUXFWXUHV L Total number of structures ___________ LL Dimensions (in feet) of largest proposed structure: ________height; ________width; and _______ length LLL Approximate extent of building space to be heated or cooled: ______________________ square feet

Yes ✔ No

h. Does the proposed action include construction or other activities that will result in the impoundment of any Yes ✔ No liquids, such as creation of a water supply, reservoir, pond, lake, waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ________________________________________________________________________________ ii. If a water impoundment, the principal source of the water: Ground water Surface water streams Other specify: _________________________________________________________________________________________________________ iii. If other than water, identify the type of impounded/contained liquids and their source. _________________________________________________________________________________________________________ iv. Approximate size of the proposed impoundment. Volume: ____________ million gallons; surface area: ____________ acres v. Dimensions of the proposed dam or impounding structure: ________ height; _______ length vi. Construction method/materials for the proposed dam or impounding structure (e.g., earth fill, rock, wood, concrete): ________________________________________________________________________________________________________ D.2. Project Operations a. Does the proposed action include any excavation, mining, or dredging, during construction, operations, or both? Yes ✔ No (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i .What is the purpose of the excavation or dredging? _______________________________________________________________ ii. How much material (including rock, earth, sediments, etc.) is proposed to be removed from the site? x Volume (specify tons or cubic yards): ____________________________________________ x Over what duration of time? ____________________________________________________ iii. Describe nature and characteristics of materials to be excavated or dredged, and plans to use, manage or dispose of them. ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iv. Will there be onsite dewatering or processing of excavated materials? Yes No If yes, describe. ___________________________________________________________________________________________ ________________________________________________________________________________________________________ v. What is the total area to be dredged or excavated? _____________________________________acres vi. What is the maximum area to be worked at any one time? _______________________________ acres vii. What would be the maximum depth of excavation or dredging? __________________________ feet viii. Will the excavation require blasting? Yes No ix. Summarize site reclamation goals and plan: _____________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ b. Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment Yes No ✔ into any existing wetland, waterbody, shoreline, beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected (by name, water index number, wetland map number or geographic description): See Part F ______________________________________________________________________________________________ _________________________________________________________________________________________________________

Page 4 of 13

ii. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures, or alteration of channels, banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: _________________________________________________________________________________________________________ See Part F _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ iii. Will WKHproposed action cause or result in disturbance to bottom sediments? ✔ Yes No If Yes, describe: See Part F __________________________________________________________________________________________ Yes ✔ No iv. Will WKHproposed action cause or result in the destruction or removal of aquatic vegetation? If Yes: x aFUHV of DTXDWLFvegetation proposed to be removed ___________________________________________________________ x H[SHFWHG acreage of aquatic vegetation remaining after project completion________________________________________ x purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): ____________________________ ____________________________________________________________________________________________________ x proposed method of plant removal: ________________________________________________________________________ x if chemical/herbicide treatment will be used, specify product(s): _________________________________________________ v. Describe any proposed reclamation/mitigation following disturbance: _________________________________________________ _________________________________________________________________________________________________________ Yes c. Will the proposed action use, or create a new demand for water? ✔ No If Yes: i. Total anticipated water usage/demand per day: __________________________ gallons/day Yes No ii. Will the proposed action obtain water from an existing public water supply? If Yes: x Name of district or service area: _________________________________________________________________________ x Does the existing public water supply have capacity to serve the proposal? Yes No x Is the project site in the existing district? Yes No x Is expansion of the district needed? Yes No x Do existing lines serve the project site? Yes No iii. Will line extension within an existing district be necessary to supply the project? Yes No If Yes: x Describe extensions or capacity expansions proposed to serve this project: ________________________________________ ____________________________________________________________________________________________________ x Source(s) of supply for the district: ________________________________________________________________________ iv. Is a new water supply district or service area proposed to be formed to serve the project site? Yes No If, Yes: x Applicant/sponsor for new district: ________________________________________________________________________ x Date application submitted or anticipated: __________________________________________________________________ x Proposed source(s) of supply for new district: _______________________________________________________________ v. If a public water supply will not be used, describe plans to provide water supply for the project: ___________________________ _________________________________________________________________________________________________________ vi. If water supply will be from wells (public or private), ZKDWLVWKHmaximum pumping capacity: _______ gallons/minute. ✔ No d. Will the proposed action generate liquid wastes? Yes If Yes: i. Total anticipated liquid waste generation per day: _______________ gallons/day ii. Nature of liquid wastes to be generated (e.g., sanitary wastewater, industrial; if combination, describe all components and approximate volumes or proportions of each): __________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ Yes No iii. Will the proposed action use any existing public wastewater treatment facilities? If Yes: x Name of wastewater treatment plant to be used: _____________________________________________________________ x Name of district: ______________________________________________________________________________________ x Does the existing wastewater treatment plant have capacity to serve the project? Yes No x Is the project site in the existing district? Yes No x Is expansion of the district needed? Yes No

Page 5 of 13

x x

Yes No Do existing sewer lines serve the project site? Yes No Will Dline extension within an existing district be necessary to serve the project? If Yes: x Describe extensions or capacity expansions proposed to serve this project: ____________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ iv. Will a new wastewater (sewage) treatment district be formed to serve the project site? Yes No If Yes: x Applicant/sponsor for new district: ____________________________________________________________________ x Date application submitted or anticipated: _______________________________________________________________ x What is the receiving water for the wastewater discharge? __________________________________________________ v. If public facilities will not be used, describe plans to provide wastewater treatment for the project, including specifying proposed receiving water (name and classification if surface discharge or describe subsurface disposal plans): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ vi. Describe any plans or designs to capture, recycle or reuse liquid waste: _______________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ e. Will the proposed action disturb more than one acre and create stormwater runoff, either from new point ✔ Yes No sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stormwater) or non-point source (i.e. sheet flow) during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? 1.64 acres (impervious surface) See Part F for detail _____ Square feet or _____ 22.21 acres (parcel size) _____ Square feet or _____ will be used to manage stormwater runoff __________________________________________________________________________ ii. Describe types of new point sources. Combination of pipes, swales and sheet drainage _________________________________________________________________________________________________________ iii. Where will the stormwater runoff be directed (i.e. on-site stormwater management facility/structures, adjacent properties, groundwater, on-site surface water or off-site surface waters)? ________________________________________________________________________________________________________ Stormwater facilities ________________________________________________________________________________________________________ x If to surface waters, identify receiving water bodies or wetlands: N/A ________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ x Will stormwater runoff flow to adjacent properties? Yes No ✔ Yes No iv. Does WKHproposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater? ✔ f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel ✔ Yes No combustion, waste incineration, or other processes or operations? If Yes, identify: i. Mobile sources during project operations (e.g., heavy equipment, fleet or delivery vehicles) _________________________________________________________________________________________________________ Construction equipment with diesel engines similiar to existing site tractor trailer use ii. Stationary sources during construction (e.g., power generation, structural heating, batch plant, crushers) ________________________________________________________________________________________________________ N/A iii. Stationary sources during operations (e.g., process emissions, large boilers, electric generation) N/A ________________________________________________________________________________________________________ g. Will any air emission sources named in D.2.f (above), require a NY State Air Registration, Air Facility Permit, or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application, the project will generate: x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide (CO2) x ___________Tons/year (VKRUWWRQV) of Nitrous Oxide (N22) x ___________Tons/year (VKRUWWRQV) of Perfluorocarbons (PFCs) x ___________Tons/year (VKRUWWRQV) of Sulfur Hexafluoride (SF6) x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide equivalent of HydrofloXrocarbons (H)&V) x ___________Tons/year (VKRUWWRQV) of Hazardous Air Pollutants (HAPs)

Page 6 of 13

Yes ✔ No Yes No

h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants, Yes ✔ No landfills, composting facilities)? If Yes: i. Estimate methane generation in tons/year (metric): ________________________________________________________________ ii. Describe any methane capture, control or elimination measures included in project design (e.g., combustion to generate heat or electricity, flaring): ________________________________________________________________________________________ _________________________________________________________________________________________________________ i. Will the proposed action result in the release of air pollutants from open-air operations or processes, such as Yes ✔ No quarry or landfill operations? If Yes: Describe operations and nature of emissions (e.g., diesel exhaust, rock particulates/dust): _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial Yes ✔ No new demand for transportation facilities or services? 1RWUDIILFJHQHUDWLRQ If Yes: Evening Weekend i. When is the peak traffic expected (Check all that apply): Morning Randomly between hours of __________ to ________. ii. For commercial activities only, projected number of truck trips/day DQGW\SH HJVHPLWUDLOHUVDQGGXPSWUXFNV BBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB LLL Parking spaces: Existing _____________BBBBBB Proposed ___________ Net increase/decrease _____________BBBBBBBB LY 'RHVWKHSURSRVHGDFWLRQ LQFOXGHDQ\VKDUHGXVHSDUNLQJ" <HV 1R v. ,IWKHSURSRVHGDFWLRQLQFOXGHVDQ\PRGLILFDWLRQRIH[LVWLQJURDGVFUHDWLRQRIQHZURDGVRUFKDQJHLQH[LVWLQJ DFFHVVGHVFULEH BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB vi. Are public/private transportation service(s) or facilities available within ½ mile of the proposed site? Yes No vii Will the proposed action include access to public transportation or accommodations for use of hybrid, electric Yes No or other alternative fueled vehicles? Yes No viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing pedestrian or bicycle routes? k. Will the proposed action (for commercial or industrial projects only) generate new or additional demand Yes ✔ No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ____________________________________________ _________________________________________________________________________________________________________ ii. Anticipated sources/suppliers of electricity for the project (e.g., on-site combustion, on-site renewable, via grid/local utility, or other): ________________________________________________________________________________________________________ iii. Will the proposed action require a new, or an upgrade to an existing substation? Yes No l. Hours of operation. Answer all items which apply. See Part F for detail. i. During Construction: ii. During Operations: N/A 7am - 9pm x Monday - Friday: _________________________ x Monday - Friday: ____________________________ N/A 8am - 9pm x Saturday: ________________________________ x Saturday: ___________________________________ N/A 8am - 9pm x Sunday: _________________________________ x Sunday: ____________________________________ N/A 8am - 9pm x Holidays: ________________________________ x Holidays: ___________________________________

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m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, Yes ✔ No operation, or both? If yes: i. Provide details including sources, time of day and duration: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ ii. Will WKHproposed action remove existing natural barriers that could act as a noise barrier or screen? Yes No Describe: _________________________________________________________________________________________________ _________________________________________________________________________________________________________ n. Will the proposed action have outdoor lighting? Yes No ✔ If yes: i. Describe source(s), location(s), height of fixture(s), direction/aim, and proximity to nearest occupied structures: _________________________________________________________________________________________________________ Possible new road lighting at pedestrian and vehicular scale. Exact locations to be finalized through design. _________________________________________________________________________________________________________ ✔ ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? Yes No Describe: See Part F. _________________________________________________________________________________________________ _________________________________________________________________________________________________________ o. Does the proposed action have the potential to produce odors for more than one hour per day? Yes ✔ No If Yes, describe possible sources, potential frequency and duration of odor emissions, and proximity to nearest occupied structures: ______________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ p. Will the proposed action include any bulk storage of petroleum (FRPELQHGFDSDFLW\RIover 1,100 gallons) Yes ✔ No or chemical products JDOORQVLQDERYHJURXQGVWRUDJHRUDQ\DPRXQWLQXQGHUJURXQGVWRUDJH? If Yes: L Product(s) to be stored ______________________________________________________________________________________ LL Volume(s) ______ per unit time ___________ (e.g., month, year) LLL Generally describe WKHproposed storage facilities________________________________________________________________ ________________________________________________________________________________________________________ q. Will the proposed action (commercial, industrial and recreational projects only) use pesticides (i.e., herbicides, Yes ✔ No insecticides) during construction or operation? If Yes: i. Describe proposed treatment(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ii. Will the proposed action use Integrated Pest Management Practices? Yes No r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal Yes ✔ No of solid waste (excluding hazardous materials)? If Yes: i. Describe any solid waste(s) to be generated during construction or operation of the facility: x Construction: ____________________ tons per ________________ (unit of time) x Operation : ____________________ tons per ________________ (unit of time) ii. Describe any proposals for on-site minimization, recycling or reuse of materials to avoid disposal as solid waste: x Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ x Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________ iii. Proposed disposal methods/facilities for solid waste generated on-site: x Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ x Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________

Page 8 of 13

s. Does the proposed action include construction or modification of a solid waste management facility? Yes ✔ No If Yes: i. Type of management or handling of waste proposed for the site (e.g., recycling or transfer station, composting, landfill, or other disposal activities): ___________________________________________________________________________________ ii. Anticipated rate of disposal/processing: x ________ Tons/month, if transfer or other non-combustion/thermal treatment, or x ________ Tons/hour, if combustion or thermal treatment iii. If landfill, anticipated site life: ________________________________ years t. Will WKHproposed action at the site involve the commercial generation, treatment, storage, or disposal of hazardous Yes ✔ No waste? If Yes: i. Name(s) of all hazardous wastes or constituents to be generated, handled or managed at facility: ___________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ ii. Generally describe processes or activities involving hazardous wastes or constituents: ___________________________________ _________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iii. Specify amount to be handled or generated _____ tons/month iv. Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: ____________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes: provide name and location of facility: _______________________________________________________________________ ________________________________________________________________________________________________________ If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ E. Site and Setting of Proposed Action E.1. Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on, adjoining and near the project site. Urban ✔ Industrial Commercial ✔ Residential (suburban) Rural (non-farm) Forest Agriculture Aquatic Other (specify): parking ____________________________________ ✔ ✔ lot/roads, park, trail ii. If mix of uses, generally describe: __________________________________________________________________________________________________________ The primary uses near the project site are industrial, with some forested areas. There are some single-family homes along NY-250 in the vicinity of the project site, along with additional residential developments further west of NY-250. __________________________________________________________________________________________________________ b. Land uses and covertypes on the project site. See Part F for additional detail.

x x x x x x x x

Land use or Covertype Roads, buildings, and other paved or impervious surfaces Forested Meadows, grasslands or brushlands (nonagricultural, including abandoned agricultural) Agricultural (includes active orchards, field, greenhouse etc.) Surface water features (lakes, ponds, streams, rivers, etc.) Wetlands (freshwater or tidal) Non-vegetated (bare rock, earth or fill)

Current Acreage

Acreage After Project Completion

Change (Acres +/-)

10.14+/-

11.78+/-

+1.64+/-

3.77+/-

-3.77+/-

8.29 +/-

10.43+/-

+2.14

0.01+/-

-0.01+/-

Other Describe

_______________________________ ________________________________________

See Part F for additional detail. Page 9 of 13

✔ c. Is the project site presently used by members of the community for public recreation? Yes No i. If Yes: explain: See __________________________________________________________________________________________ Part F

d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals, licensed Yes No ✔ day care centers, or group homes) within 1500 feet of the project site? If Yes, i. Identify Facilities: ________________________________________________________________________________________________________ Webster Recreation Center, Expressive Beginnings Daycare, soccer fields, ball fields ________________________________________________________________________________________________________ e. Does the project site contain an existing dam? Yes ✔ No If Yes: i. Dimensions of the dam and impoundment: x Dam height: _________________________________ feet x Dam length: _________________________________ feet x Surface area: _________________________________ acres x Volume impounded: _______________________________ gallons OR acre-feet ii. Dam=s existing hazard classification: _________________________________________________________________________ iii. Provide date and summarize results of last inspection: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ f. Has the project site ever been used as a municipal, commercial or industrial solid waste management facility, Yes ✔ No or does the project site adjoin property which is now, or was at one time, used as a solid waste management facility? If Yes: i. Has the facility been formally closed? Yes No x If yes, cite sources/documentation: _______________________________________________________________________ ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ iii. Describe any development constraints due to the prior solid waste activities: __________________________________________ _______________________________________________________________________________________________________ ✔ g. Have hazardous wastes been generated, treated and/or disposed of at the site, or does the project site adjoin Yes No property which is now or was at one time used to commercially treat, store and/or dispose of hazardous waste? If Yes: i. Describe waste(s) handled and waste management activities, including approximate time when activities occurred: See discussion in(h) below for relevant information regarding these matters _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ ✔ h. Potential contamination history. Has there been a reported spill at the proposed project site, or have any Yes No remedial actions been conducted at or adjacent to the proposed site? If Yes: ✔ i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes No Remediation database? Check all that apply: Yes – Spills Incidents database Provide DEC ID number(s): ________________________________ explanation) ✔ Yes – Environmental Site Remediation database Provide DEC ID number(s): 828178 (see below for ________________________________ Neither database The land subject to the roadway project ii. If site has been subject of RCRA corrective activities, describe control measures:_______________________________________ ________________________________________________________________________________________________________ is part of the Xerox-Webster RCRA Corrective Action Site, #828178, because the land is owned by Xerox and is part of the Xerox-Webster campus. However, no hazardous waste treatment storage or disposal activies occurred on the land identified as part of the roadway project. ________________________________________________________________________________________________________ ✔ iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? Yes No 828067 - See below for explanation. If yes, provide DEC ID number(s): State Superfund Sites 828068, 828080, 828013, 828083, ______________________________________________________________________________

iv. If yes to (i), (ii) or (iii) above, describe current status of site(s): _______________________________________________________________________________________________________ In addition to the campus-wide RCRA Corrective Action Site designation,five discrete areas at the campus are also State Superfund Sites.There is ongoing groundwater treatment at the campus and ongoing site management obligations.There is no ongoing remediation at the land identified as part of the _______________________________________________________________________________________________________ roadway project but additional investigation is pending, and the land is covered by a DEC Environmental Easement and a Site Management Plan(SMP)

Page 10 of 13

✔ v. Is the project site subject to an institutional control limiting property uses? Yes No x If yes, DEC site ID number: 828080, 828013, 828067, 828178 ____________________________________________________________________________ x Describe the type of institutional control (e.g., deed restriction or easement): easement ____________________________________ x Describe any use limitations: industrial and commercial only ___________________________________________________________________________ x Describe any engineering controls: site is governed by site management plan, soil _______________________________________________________________________ management plan, groundwater management plan x Will the project affect the institutional or engineering controls in place? Yes ✔ No x Explain: ____________________________________________________________________________________________ ___________________________________________________________________________________________________ All construction activities will be completed in compliance with the environmental easement and associated site, soil and groundwater management___________________________________________________________________________________________________ plans.

E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site?

________________ varies 2-20 feet Yes ✔ No

b. Are there bedrock outcroppings on the project site? If Yes, what proportion of the site is comprised of bedrock outcroppings? __________________% c. Predominant soil type(s) present on project site:

Urban ___________________________ Niagara ___________________________ Minoa ____________________________

80 __________% 75 __________% 80 __________%

2-20 feet d. What is the average depth to the water table on the project site? Average: varies _________

e. Drainage status of project site soils: ✔ Well Drained: Moderately Well Drained: ✔ Poorly Drained ✔

10 _____% of Vite 60 _____% of site 10 _____% of Vite

f. Approximate proportion of proposed action site with slopes: ✔ 0-10%: 10-15%: 15% or greater:

100 _____% of site _____% of site _____% of site

g. Are there any unique geologic features on the project site? Yes ✔ No If Yes, describe: _____________________________________________________________________________________________ ________________________________________________________________________________________________________ See Part F for additional detail. h. Surface water features. ✔ Yes No i. Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers, ponds or lakes)? LL Do any wetlands or other waterbodies adjoin the project site? ✔ Yes No If Yes to either i or ii, continue. If No, skip to E.2.i. ✔ LLL Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, state Yes No or local agency?1RGLUHFWFRQQHFWLRQWRVWUHDP LY For each identified UHJXODWHGwetland and waterbody on the project site, provide the following information Name 845-9-Tributary to Mill Creek ____________________________________________ Classification C _______________________ x Streams: Lakes or Ponds: Name ____________________________________________ Classification _______________________ t Wetlands: Name ____________________________________________ Approximate Size ___________________ Wetland No. (if regulated by DEC) _____________________________ ✔ v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired Yes No waterbodies? See Part F. If yes, name of impaired water body/bodies and basis for listing as impaired: _____________________________________________ Name-Pollutants-Uses: Mill Creek and tribs- Fecal Coliforms; Total Phosphorus; Dissolved Oxygen per DEC records ___________________________________________________________________________________________________________

i. Is the project site in a designated Floodway?

Yes ✔ No

j. Is the project site in the 100year Floodplain?

Yes ✔ No

k. Is the project site in the 500year Floodplain?

Yes ✔ No

✔ No l. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer? Yes If Yes: i. Name of aquifer: _________________________________________________________________________________________

Page 11 of 13

m. Identify the predominant wildlife species that occupy or use the project site: Small /Large Mammals:raccoon, mice, Birds: American Robin,Blue Jay,Black______________________________ _______________________________ capped Chickadee, American Goldfinch, shew, mole species, white-tailed deer, ______________________________ _______________________________ red fox, woodchuck,eastern cottantail

______________________________ ______________________________ ______________________________

Sparrows, Northern Cardinal, song birds

n. Does the project site contain a designated significant natural community? Yes ✔ No If Yes: i. Describe the habitat/community (composition, function, and basis for designation): _____________________________________ ________________________________________________________________________________________________________ ii. Source(s) of description or evaluation: ________________________________________________________________________ iii. Extent of community/habitat: ______________________ acres x Currently: x Following completion of project as proposed: _____________________ acres x Gain or loss (indicate + or -): ______________________ acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as Yes ✔ No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? ,I<HV L 6SHFLHVDQGOLVWLQJ HQGDQJHUHGRUWKUHDWHQHG BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

p. Does the project site contain any species of plant or animal that is listed by NYS as rare, or as a species of special concern?

Yes ✔ No

,I<HV L 6SHFLHVDQGOLVWLQJBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

q. Is the project site or adjoining area currently used for hunting, trapping, fishing or shell fishing? Yes ✔ No If yes, give a brief description of how the proposed action may affect that use: ___________________________________________ ________________________________________________________________________________________________________ E.3. Designated Public Resources On or Near Project Site a. Is the project site, or any portion of it, located in a designated agricultural district certified pursuant to ✔ Yes No Agriculture and Markets Law, Article 25-AA, Section 303 and 304? in Part F If Yes, provide county plus district name/number: MONRcn6 - see additional narrative and map _________________________________________________________________ b. Are agricultural lands consisting of highly productive soils present? Yes ✔ No i. If Yes: acreage(s) on project site? ___________________________________________________________________________ ii. Source(s) of soil rating(s): _________________________________________________________________________________ c. Does the project site contain all or part of, or is it substantially contiguous to, a registered National Yes ✔ No Natural Landmark? If Yes: i. Nature of the natural landmark: Biological Community Geological Feature ii. Provide brief description of landmark, including values behind designation and approximate size/extent: ___________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? Yes ✔ No See map in Part F If Yes: i. CEA name: _____________________________________________________________________________________________ ii. Basis for designation: _____________________________________________________________________________________ iii. Designating agency and date: ______________________________________________________________________________

Page 12 of 13

e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district Yes ✔ No which is listed on WKH1DWLRQDORU6WDWH5HJLVWHUof Historic PODFHVRUWKDWKDVEHHQ GHWHUPLQHGE\ WKH&RPPLVVLRQHURIWKH1<6 2IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRUOLVWLQJRQWKH6WDWH5HJLVWHU of Historic Places? If Yes: i. Nature of historic/archaeological resource: Archaeological Site Historic Building or District 6HH3DUW)IRUPDS ii. Name: _________________________________________________________________________________________________ iii. Brief description of attributes on which listing is based: _______________________________________________________________________________________________________ f. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory?

Yes ✔ No

g. Have additional archaeological or historic site(s) or resources been identified on the project site? Yes ✔ No If Yes: i. Describe possible resource(s): _______________________________________________________________________________ ii. Basis for identification: ___________________________________________________________________________________ h. ,Vthe project site ZLWKLQILYHVPLOHVRI any officially designated and publicly accessible federal, state, or local Yes No ✔ scenic or aesthetic resource? If Yes: Great Lakes Seaway Trail (see Part F for additional detail and map i. Identify resource: Webster Park (Monroe Co Park); Four Mile Creek Preserve; _________________________________________________________________________________________ ii. Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway, etc.): See Part F ___________________________________________________________________________________________________ iii. Distance between project and resource: _____________________ 1-5 miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers Yes ✔ No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ________________________________________________________________ ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? Yes No

F. Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal, please describe those impacts plus any measures which you propose to avoid or minimize them.

G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Barry Howard ___________________________________ Date_______________________________________ Board President, Webster Economic Dev. Alliance Signature________________________________________________ Title_______________________________________

PRINT FORM

Page 13 of 13

Webster Presbyterian Society School

Salt Rd

Phillips Rd

W e b st e r R d

WEBSTER TRANSPORTATION INFRUSTRUCTURE PROJECT | AERIAL PROJECT MAP

Schlegel Rd

Wa l l R d

Wi l

R e s e n d e Rd

Klem Rd

Reconstruct Orchard Street

Town of Webster Recreation Center

Holley Rd

Reconstruct Panama Road John Gle n n Blvd

Extend Chiyoda Drive to NYS Route 250

Micheldean Dr

Boulte r I n

strial Pkwy du

We b s

4 2

250

Or c h a r d S t

Extend Boulter Industrial Parkway to Salt Road

E u s to n R d

C h i y oda

P an a m a R d

Construct Phillips Road Multimodal Trail

C

Phillips Rd

Reconstruct Mitcheldean Drive

Or c h a r d S t

N o r t h Av e

Blue Creek Dr

ter Rd

Micheldean Dr

Joseph C. Wilson Campus

San Jo

se Dr

S a lt Rd

Wo o d b r

e i dg

Dedham Rd

State Ro ute 10

Don ovan St

Sta

May St

Ly o

State Route 104

ou te R

te 1

Rid

ge R

r Baker St

Legend

Holy Trinity School

Village of Webster Urgent Care Now W Main

Webster Museum & Historic Society F o

P a r k Av e

500

1000

2000 Feet

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT SUPPLEMENT TO FULL ENVIRONMENTAL ASSESSMENT FORM PART 1 PART F – Additional Information May 29, 2026

Section A

Project and Applicant/Sponsor Information Name of Applicant/Sponsor: Webster Economic Development Alliance (WEDA) Barry Howard, President 28 West Main Street Webster, NY 14580 (585) 498-7812 bhoward@websterchamber.com Project Contact (if not the same as sponsor): Leigh Ann Kimber Interim Executive Director, WEDA 28 West Main Street Webster, NY 14580 (585) 498-7812 wedaexecutivedirector@gmail.com Property Owner (if not the same as sponsor): Xerox Corporation William Karpen, Manager of American Facilities 800 Phillips Road Webster, NY 14580 (585) 422-9948 Note: Xerox Corporation currently owns the private roadways and lands to be dedicated in order to facilitate the roadway improvement project, including Orchard Street, Panama Road, Mitcheldean Drive, and the future alignment of the Boulter Industrial Parkway extension. Town of Webster Keith Mortimer, Town Engineer 1000 Ridge Road Webster, NY 14580 (585) 872-7027 kmortimer@ci.webster.ny.us Note: The Town of Webster currently owns the land on which the future alignment of Chiyoda Drive extension will be located.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

Section B

Government Approvals Government Entity a. City Council, Town Board, or Village Board of Trustees ☒Yes ☐ No

b. City, Town or Village Planning Board or Commission ☐Yes ☒ No c. City, Town of Village Zoning Board of Appeals ☒Yes ☐ No d. Other local agencies ☐Yes ☒ No e. County Agencies ☒Yes ☐ No

If Yes

Identify Agency and Approval(s) Required Webster Town Board and Webster Village Board of Trustees will need to provide approval of subdivision of Xerox property in order to make it possible to dedicate the roads and lands.

Application Date (Actual or projected) September 2026 +/-

Webster Town Board and Webster Village Board of Trustees will need to provide approval of compliance with their respective Stormwater Management Prevention Plans.

July 2026 +/-

Village of Webster Zoning Board (who has assumed the responsibilities of the Planning Board) will need to provide approval of subdivision of Xerox property in order to make it possible to dedicate the roads and lands.

September 2026 +/-

Monroe County Department of Transportation

Highway Entrance Permit

July 2026

MCDOH

Non-Residential Subdivision Monroe County Survey Monroe County – Subdivision Approval f. Regional Agencies ☐Yes ☒ No g. State Agencies ☒Yes ☐ No

h. Federal Agencies ☒Yes ☐ No

NYSDEC–possible Water Quality Certification NYSDOT – Highway Entrance Permit/Utility Permit/Non-Utility Work Permit NYESD – Funding Agency NYOPRH - SHPO – Environmental Review Program Army Corps of Engineers – Nationwide Permit

July 2026 July 2026 April 2025 April 2026 June 2026

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

B.i.ii. Coastal Resources. Is the project site located in a community with an approved Local Waterfront Revitalization Program? The Town of Webster Local Waterfront Revitalization Program was adopted on September 4, 1997. The LWRP generally addresses land use and resource management along the Lake Ontario waterfront and associated coastal areas. While the project site is located approximately 2 +/- miles south of Lake Ontario and is referenced within the broader planning area, it is not located within the immediate waterfront zone. The proposed action is consistent with the overall planning objectives of the LWRP and is not expected to adversely impact coastal resources or public access to the waterfront. See attached map to reference the location of the project site relative to the LWRP boundary.

Section C. Planning and Zoning C.2.a. Do any municipally-adopted comprehensive land use plans include the site where the proposed action would be located? If yes, does the comprehensive plan include specific recommendations for the site where the proposed action would be located? The Town of Webster Comprehensive Plan Update, dated December 2008. The site is included in the municipality’s comprehensive plan as part of a larger industrial campus/area. The plan provides general land use recommendations supporting continued industrial use within this area; however, it does not include site-specific recommendations for the project site. The proposed action is consistent with the overall land use designation and intent of the comprehensive plan. See attached map for location of the project site relative to the Town Comprehensive Plan Future Land Use Map. The Town of Webster is currently in the process of updating its 2008 Comprehensive Plan, Webster 2040. Although the latest plan has not yet been adopted, the proposed action is consistent with the Community Vision and Policy Framework, which lists “provide efficient travel networks for commercial and industrial traffic” and “support reinvestment in underutilized commercial and industrial areas”. The Community Development Strategy section of the Webster 2040 plan includes a future land use map denoting future character areas throughout the Town. The majority of the project site is within the Research and Industry Character area, which encompasses the Town’s existing industrial uses and is envisioned to be “maintained as appropriate areas to target light industrial and supportive commercial development” (Webster 2040 Community Development Strategy). The remainder of the project site is located within the Reimagine Webster character area, which is synonymous with the Reimagine Webster BOA master plan (see above). The proposed project is consistent with the future land use vision articulated in the Webster 2040 draft documents completed to date.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

See attached map for location of the project site relative to the Webster 2040 draft Community Development Strategy map. The Village of Webster Comprehensive Plan, dated 2011. The site is included in the Village’s comprehensive plan as part of an industrial area. The plan provides general land use recommendations supporting continued industrial user within this area; however it does not include site-specific recommendations for this project site. The proposed action is consistent with the overall land use designation and intent of the comprehensive plan. See attached map for location of the project site relative to the Village Comprehensive Plan Future Land Use Map. C.2.b. Is the site of the proposed action within any local or regional special planning district; designated State or Federal Heritage Area; watershed management plan; or other? NYS Heritage Areas: West Erie Canal Corridor. A map is included at the end of this document. Reimagine Webster Brownfield Opportunity Area (BOA) (2024). The Village of Webster received funding from the New York State Department of State Brownfield Opportunity Area (BOA) program to develop a vision plan for the North End Business District. Brownfield Opportunity Areas are areas within a community whose economic vitality has been negatively affected by the presence of vacant, underutilized and dilapidated properties. These properties are sometimes impacted by environmental contamination (or the perception of contamination) which has impeded redevelopment, resulting in a lack of investment and in some cases, deteriorated physical and/or aesthetic conditions. The BOA boundary, located in the Village of Webster and Town of Webster in Monroe County, is the historic industrial hub of the community and includes a mix of residential, industrial, and commercial uses. The area is made up of approximately 569 acres and 227 parcels, with a large swath of underutilized parcels on the east side of the study area, which are part of the historic Xerox campus.” Several of the project elements included in this action were the result of recommendations made in the BOA Nomination Study that received broad community support from both the Town and Village, including the Chiyoda Drive extension and the Phillips Road multimodal connection. These connections would enhance circulation, access, and safety to and through the area, making it a more attractive employment center that promotes quality of life for residents, employees, and visitors alike. See attached map of the BOA boundary relative to the project site.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

Section D. Project Details D.1.b. Proposed and Potential Development Total acreage of the site of the proposed action: 22.21 +/- acres The site is comprised of: • Proposed Boulter Extension Right of Way • Existing location of Basket Road Field Parking Lot • Future location of replacement Basket Road Field Parking Lot • Existing Mitcheldean Right of Way • Proposed Chiyoda Drive Right of Way • Existing Panama Road Right of Way • Existing Orchard Street Right of Way • Proposed Phillips Road Multimodal Trail Total acreage to be physically disturbed: 18.57 +/- acres It is assumed that 90% of the right-of-way for existing roadways will be disturbed. It is assumed that 100% of the new right-of-way and new parking lot will be disturbed. Total acres (project site and any contiguous properties) owned or controlled by the applicant or project sponsor: 0 acres The Webster Economic Development Alliance does not own any property within the project site. D.1.c. Is the proposed action an expansion of an existing project use? Two roadways are being extended to improve circulation in the area. This includes Chiyoda Drive, which will be extended approximately 1,000 linear feet to create a new intersection with NY-250, as well as Boulter Industrial Parkway, which will be extended approximately 1,600 linear feet to create a new intersection with Salt Road. This totals 2,600 linear feet of extension. D.2.b.i. Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment into any existing wetland, waterbody, shoreline, beach, or adjacent area? Yes. A previously relocated stream is located adjacent to the current intersection of Chiyoda Drive and Panama Road. The stream is identified as 845-9 tributary to Mill Creek, Classification C. D.2.b.ii. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures, or alteration of channels, bunks, and shorelines. Indicate extent of activities, alterations and additions in square feet or acres. Approximately 150 linear feet of piping will be installed to channel the stream beneath the future extension of Chiyoda Drive. The anticipated square footage of the stream to be channeled through a pipe/culvert is 750 square feet. Disturbance related to the crossing of this Army Corps of Engineers-regulated stream will not exceed Army Corps of Engineers permit requirements.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

D.2.b.iii. Will the proposed action cause or result in disturbance to bottom sediments? If yes, describe. It is anticipated that the installation of a pipe/culvert for the 845-9 tributary to Mill Creek will result in disturbance to bottom sediments. A permit will be obtained from Army Corps of Engineers to complete this work and all work will conform to the Army Corps of Engineers Nationwide Permit requirements. D.2.e.i. How much impervious surface will the project create in relation to total size of project parcel? 1.64 acres impervious surface will be created for roadway extensions for Chiyoda Drive and Boulter Industrial Parkway. 22.21 acres refers to the total size of the project site as identified in item D.1.b. D.2.l.i. Hours of Operation During Construction. In accordance with Town and Village policies, roadway construction will be permitted from 7am to 9pm on weekdays and from 8am-9pm on weekends and holidays. D.2.n.ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? Tree removal will only take place within the proposed right-of-way of Boulter Industrial Parkway and Chiyoda Drive extensions to accommodate road construction. Existing trees outside of the proposed right-of-way will remain and act as a barrier or screen. To the extent that the future Chiyoda Drive extension alignment approaches, intersects, or runs parallel to the existing Chiyoda Trail, vegetative screening opportunities will be used to maintain the character of the existing trail.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

Section E. Site and Setting of Proposed Action E.1.b. Land uses and covertypes on the project site.

Land Use or Covertype

Current Acreage

Acreage After Project Completion

Change (Acres +/-)

Explanation

Roads, buildings, and other paved or impervious surfaces

10.14 +/-

11.78 +/-

+ 1.64 +/-

Additional acreage accounts for extension of Chiyoda Drive and Boulter Industrial Parkway

Forested

3.77 /-

-3.77 +/-

Approximate acreage of forested area to be removed to accommodate extension of Chiyoda Drive and Boulter Industrial Parkway

Meadows, Grasslands, or Brushlands (nonagricultural, including abandoned agricultural)

8.29 +/-

10.43 +/-

+ 2.14 +/-

Approximate acreage of grassed area to be added adjacent to paved roadways within the project site.

Surface Water Features (lakes, ponds, streams, etc.)

0.01 +/-

-0/01 +/-

Approximate acreage of 845-9 tributary to Mill Creek to be culverted

Wetlands (freshwater or tidal)

Non-vegetated (bare rock, earth, or fill)

Agricultural

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

E.1.c.i. Is the project site presently used by members of the community for recreation? The Basket Road Field parking lot, owned by Webster Central School District, is currently used as an accessory use to the ball fields located at this Webster Central School District facility. The Town and Webster CSD are coordinating on a solution to relocate the parking lot to a more appropriate location. Webster Central School District is contemplating additional enhancements to the Basket Road Field facility. Should this project move forward, coordination of design and construction activities will take place to ensure safety and minimal impact to surrounding properties. The Chiyoda Drive extension will be located near the Chiyoda Trail. The project sponsor is actively collaborating with the Town Parks Department and Friends of Webster Trails to develop a design that minimizes impact to the character of the trail and maintains visual screening, along with improved pedestrian crossing at NY-250. E.2.h.i. Does any portion of the project site contain wetlands or other water bodies (including streams, rivers, ponds, or lakes)? The project site includes the 845-9 tributary to Mill Creek. E.2.h.ii. Do any wetlands or other waterbodies adjoin the project site? The project site adjoins 845-9 tributary to Mill Creek. E.2.h.iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, state, or local agency? Yes, 845-9 tributary to Mill Creek is regulated by the U.S. Army Corps of Engineers. E.2.h.v. Are any of the above waterbodies listed in the most recent compilation of NYS water qualityimpaired waterbodies? If yes, name of impaired waterbody/bodies and basis for listing as impaired. 845-9 tributary to Mill Creek is part of the Mill Creek waterbody. According to the Department of Environmental Conservation (DEC) Environmental Resource Mapper, Mill Creek and its tributaries are classified as impaired due to irregular levels of fecal coliform, dissolved oxygen, and phosphorus. Due to the nature of this project, which will culvert a small portion of the tributary, it will not have a significant impact on impairment of the tributary.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

E.3.a. Is the project site or any portion of it located in a designated agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? A portion of the project site is located within a designated Agricultural District certified pursuant to New York State Agriculture and Markets Law, Article 25-AA, Sections 303 and 304. Specifically, the land located north and south of the existing Boulter Industrial Parkway which will be extended is within the Monroe County Agricultural District No. C5. Basket Road Field, which is owned by the Webster Central School District (1610 Boulter Industrial Parkway) is part of the project site. This determination is based on a review of publicly available mapping resources. This law is intended to protect and promote the availability of farmland. However, the parcels located within the vicinity of the project site are not active farmland. They are in active use for other purposes, including recreation and industrial uses. This project will not have an impact on any active farmland. A copy of the applicable Agricultural District map is attached to indicate the location of the project site relative to portions of the Monroe County Agricultural District 5. E.3.e. Does the project site contain, or is it substantially contiguous to, a building, archeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation, and Historic Preservation to be eligible for listing on the State Register of Historic Places? The project site is not located on, nor is it substantially contiguous to, a building, archaeological site, or district listed on or eligible for listing on the National or State Register of Historic Places. Consultation with the New York State Office of Parks, Recreation and Historic Preservation (SHPO) was conducted, and SHPO has determined that the proposed action will have no impact on historic or archaeological resources. A copy of the SHPO “No Effect” determination letter and CRIS map is included with this submission. E.3.f. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archeological sites on the NY State Historic Preservation Office (SHPO) archeological site inventory? The project site is not located in, nor is it substantially adjacent to, an area designated as sensitive for archeological sites on the NY State Historic Preservation Office archeological site inventory. Consultation with the New York State Office of Parks, Recreation and Historic Preservation (SHPO) was conducted, and SHPO has determined that the proposed action will have no impact on historic or archaeological resources. A copy of the SHPO “No Effect” determination letter and CRIS map is included with this submission.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Project No. 10012 NYS Women-Owned Business Enterprise (WBE) Monroe County Women-Owned Business Enterprise (WBE)

E.3.h. Is the project site within five miles of any officially designated and publicly accessible federal, state, or local scenic or aesthetic resource? The project site is located within five miles of several officially designated and publicly accessible scenic and aesthetic resources, as listed below. Resource Great Lakes Seaway Trail Webster Park Four Mile Creek Preserve Chiyoda Trail

Designation National Scenic Byway Monroe County Park Town of Webster Public Preserve Local Trail

Distance from Project Site 3 miles 3 miles 2 miles 0.02 miles

The proposed action is not expected to adversely impact the Great Lakes Seaway Trail, Webster Park, or Four Mile Creek Preserve due to the nature of the project, distance from these resources, and its location within an existing developed/industrial area. As it pertains to Chiyoda Trail, the project sponsor is actively collaborating with the Town Parks Department and Friends of Webster Trails to develop a design that minimizes impact to the character of the trail and maintains visual screening, along with improved pedestrian crossing at NY-250.

CIVIL ENGINEERING  LAND SURVEYING  LANDSCAPE ARCHITECTURE Costich Engineering, DPC  217 Lake Avenue  Rochester, New York 14608 (585) 458-3020  www.costich.com

Webster Transportation Infrastructure Project

Location of Project Site Relative to the NYS Heritage Areas: West Erie Canal Corridor

Project Site

Webster Transportation Infrastructure Project

Location of Project Site Relative to the Reimagine Webster BOA Boundary

Project Site

2024

Reimagine Webster Master Plan The map below depicts the Area-Wide Plan that was envisioned for the Reimagine Webster Study Area, based on various input from Town and Village staff, stakeholders, and the public. Note: A larger master plan can be found on page 17.

Strategic Site 1 Phillips Road lopme ve

A

O

Strategic Site 8

rtun

Strategic Site 2

F

rtun

Chiy oda

Trail

Phillips Road

O

lopme ve

Mitcheldean Street

e Chiyoda Driv

Chiyoda Drive

to be retained by Xerox

Salt Road

Strategic Site 4

Route

250

Phillips Road

Bir dS

O

Strategic Site 3

lopme ve

B

ctu a

rtun

C

Tra il

lopme ve

O

Panama Road

Route

250

Transition Area

rtun

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San Jo

E

De 7

Panama Road Extension

O

lopme ve

k Tra

rtun

Commercial Street

Dononvan Street

lopme ve

D

jac

Orchard Street

rtun

Hojack Trail

Strategic Site 7

Strategic Site 5

Strategic Site 6 Route 104 Trail

Route 104

Development Opportunities (See page ix)

Trail

Potential redevelopment areas created by Panama Road extension

Public Realm Improvements (See page x)

600 ft

Strategic Sites (See page xi)

A

Light Industrial Corridor

Chiyoda Drive Improvements

Xerox Building 300

B

Industrial Campus Development

Phillips Road Complete Streets Project

Xerox Building 205

C

West Campus Town Center Development

Commercial Street Corridor Enhancements

Xerox

Multiple Buildings on Phillips Rd

Xerox West Campus

Commercial Street Development at Phillips Rd/Orchard Street

Donovan Street Improvements

Vacant Land at 800 Phillips Rd

Route 250 Bike Lane

Future Light Industrial Park

Hojack Trail Improvements

Commercial Street Property

Panama Road Extension

7 8

Town Recreation Complex

D E F

Commercial Street Redevelopment Town Recreation Complex Enhancements

Village of Webster Brownfield Opportunity Area

Page viii

Webster Transportation Infrastructure Project

Location of Project Site Relative to LWRP Boundary

Project Site

Webster Transportation Infrastructure Project

Location of Project Site Relative to the Village Comprehensive Plan Future Land Use Map (2011)

Project Site

Webster Transportation Infrastructure Project

To Compre

Location of Project Site Relative to the Town Comprehensive Plan Future Land Use Map DRAFT: December 2, 2008 (2008)

Futu X

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Five Mile Line Rd

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X æ å

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X

December 2008

Figure 2 Future Land Use Plan Future Land Use Categories - 2008 Rural Residential Residential

Townhouse Residential

Basket Rd

Multi Family/ Med. Density Resid. Mixed Use Office Park

Xæ æ

Klem Rd

XX

December 2008

Em pir

Salt Rd

Phillips Rd

Industrial Waterfront Development

Schlegel Rd

Village Open Space Public Parks

Public/ Community Service

k k

Ridg

d eR

State Highway 104

d ge R

ï m

ï m k

Cemetery

Military

X

Police/fire

Religious

School

Sewer service; Water supply

Govt bldgs Highway gar

X State Rd

Webster Rd

æ ò

Low Density Mixed Use

Rid

æ Bl vd

Hard Rd

Gra vel Rd

Shoecraft Rd

å Bay Rd

Five Mile Line Rd

Commercial

Jackson Rd

^ ^^^

er Rd

Holt Rd

Shoemak

Webster Rd

Pell e

Whiting Rd

tt R d

e Rd Lak

Rid

e Ridg

State Highway 104

æ æ

æ k k

Shoecraft Rd

m k

Project Site

Hard Rd

Gra vel Rd

Bay Rd

Klem Rd

^ ^

Schlegel Rd

æ Holt Rd

Shoemak

Webster Rd

Whiting Rd

tt R d Pell e

Salt Rd

e Rd Lak

^ ^^^

Categ

Basket Rd

Futu

ï å

^ 0

1,850

3,700

7,400 Feet

Webster Transportation Infrastructure Project

Location of Project Site Relative to Webster 2040 Draft Community Development Strategy Map (2026)

Project Site

ast Rochester Fairport

Perinton

Webster Transportation Infrastructure Project

Location of Project Site Relative to Monroe County Agricultural District 5 in Town of Webster

o 0

4 Miles

Transverse Mercator Projection

Agricultural Districts Western Agricultural District (#5)

Municipal Boundaries

Eastern Agricultural District (#6)

Water

Project Site

Webster

oit Ba

ndequ

Webster Transportation Infrastructure Project

Location of Project Site Relative to Rare Plants and Animals

Project Site

May 6, 2026 1:36,112 0

0.3

0.6

1.2 mi

0.5

2 km

Province of Ontario, Ontario MNR, Esri Canada, Esri, HERE, Garmin, INCREMENT P, USGS, METI/NASA, EPA, USDA

NYS Department of Environmental Conservation Not a legal document

Webster Transportation Infrastructure Project

Location of Project Site Relative to Critical Environmental Areas

Project Site

May 6, 2026

1:36,112 0

0.23

0.45

0.9 mi

0.35

0.7

1.4 km

Province of Ontario, Ontario MNR, Esri Canada, Esri, HERE, Garmin, INCREMENT P, USGS, METI/NASA, EPA, USDA

NYS Department of Environmental Conservation Not a legal document

Webster Transportation Infrastructure Project

Location of Project Site Relative to Historic and Archeologic Resources

Project Site

KATHY HOCHUL

KATHY MOSER

Governor

Acting Commissioner

April 27, 2026 Mike Ritchie Vice President Costich Engineering, DPC 217 Lake Avenue Rochester, NY 14608 Re: SEQRA Webster Transportation and Infrastructure Town and Village of Webster, Monroe County, NY 26PR02996 Dear Mike Ritchie: Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the project in accordance with the New York State Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Based upon this review, it is the opinion of OPRHP that no properties, including archaeological and/or historic resources, listed in or eligible for the New York State and National Registers of Historic Places will be impacted by this project. If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above. If you have any questions, please contact Sydney Snyder at the following email address: Sydney.Snyder@parks.ny.gov Sincerely,

R. Daniel Mackay Deputy Commissioner for Historic Preservation Division for Historic Preservation

New York State Office of Parks, Recreation and Historic Preservation

Division for Historic Preservation, Peebles Island, PO Box 189, Waterford, New York 12188-0189 (518) 237-8643 • https://parks.ny.gov/shpo

SALT ROAD

RELOCATE POWER POLE AND GUY WIRES

LEFT TURN TURNING LANE

EASTBOUND LANE

SALT ROAD

STOP CONTROL

(2) 11’ WIDE TRAVEL LANES, (2) 4’ WIDE PAVED SHOULDERS

RIGHT TURN THROUGH TURNING LANE

NEW DEDICATED RIGHTOF-WAY WIDTH VARIES BOULTER INDUSTRIAL PARKWAY STA. 0+00 TO 15+00

NORTH

N

RECONFIGURE AND RELOCATE PARKING

UL

TE

R

PA

RK

W

AY

R INDUSTRIAL PARKWAY TA. 15+00 TO 30+00 BO

BEGIN NEW 30’ WIDE PAVEMENT BEGIN NEW 60’ WIDE TOWN DEDICATED RIGHT-OF-WAY

BOULTER INDUSTRIAL PARKWAY STA. 15+00 TO 30+00

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT XEROX CAMPUS SCHEMATIC PLANS PROJECT # 10012 CN #100 04/28/2026

BOULTER PARKWAY

BASKET ROAD

TEBOR ROAD

BOULTER PARKWAY EXTENSION

BOULTER SHEET 1PARKWAY OF 4 SHEET 1 OF 4

PROJECT LOCATION

BOULTER INDUSTRIAL PARKWAY STA. 30+00 TO 34+81

BOULTER Civil PARKWAY

GRAPHIC SCALE 0

SHEET 1 OF 4

Engineering 0

LOCATION SKETCH

( IN FEET ) 1 inch = 50 ft. (24x36) 1 inch = 100 ft. (11x17)

Civil

Engineering Land Land Surveying Surveying

GRAPHIC SCALE 25

( IN FEET ) 1 inch = 50 ft. (24x36) 1 inch = 100 ft. (11x17)

Landscape

Architecture Landscape Costich Architecture

Engineering

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PHILLIPS ROAD

MITCHELDEAN DRIVE STA. 15+00 TO 30+00 MITCHELDEAN DRIVE STA. 15+00 TO 30+00

42’ WIDE PAVEMENT

NEW DEDICATED RIGHT-OF-WAY WIDTH

-14’ WIDE CENTER LANE -11’ WIDE EAST AND WESTBOUND LANE DRIVE

MITCHELDEAN

LDEAN DRIVE

-4’ WIDE FULL DEPTH SHOULDER

REPLACE SIGNAL 38+00 LOOPS AS REQUIRED 39+00

37+00DEAN DRIVE CHEL

39+00

38+00

37+00

45+00

44+00

43+00

42+00

41+00

40+00

45+00

44+00

43+00

42+00

41+00

40+00

PHILLIPS ROAD

MITCHELDEAN DRIVE STA. 0+00 TO 15+00 N

REMOVE GUIDE RAIL AND PAVEMENT WITHIN RIGHT-OFWAY. REPLACE WITH OPEN DRAINAGE SWALE, GRASS AND LANDSCAPE.

.\GIS\A

MITCHELDEAN DRIVE STA. 30+00 TO 45+00 MITCHELDEAN DRIVE STA. 30+00 TO 45+00

- 30’ WIDE NEW PAVEMENT

NORTH

MITCHELDEAN DRIVE

NEW DEDICATED RIGHT-OFWAY WIDTH TO VILLAGE OF WEBSTER

- (2) 11’ WIDE TRAVEL LANES - (2) 4’ SHOULDERS

MITCHELDEAN DRIVE STA. 15+00 TO 30+00

REPLACE DRIVEWAYS TO NEW RIGHT-OF-WAY

MITCHELDEAN DRIVE

- (2) 11’ WIDE TRAVEL LANES

NEW DEDICATED RIGHT-OF-WAY WIDTH TO VILLAGE OF WEBSTER

1+00

- (2) 4’ SHOULDERS

MITCHELDEAN DRIVE STA. 30+00 TO 45+00

REPAIR/REPLACE ROADWAY STORM SEWERS (TYP.)

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

REPLACE DRIVEWAYS TO NEW RIGHT-OF-WAY

XEROX CAMPUS SCHEMATIC PLANS PROJECT # 10012 #101 GRAPHIC CN SCALE 04/28/2026 0 25 50

MITCHELDEAN DRIVE

NEW DEDICATED RIGHTOF-WAY WIDTH TO VILLAGE OF WEBSTER

NEW BOULTER PATHWAY

MITCHELDEAN DRIVE EXTENSION STA. 45+00 TO 50+93

SALT ROAD

PROJECT LOCATION

LOCATION SKETCH

SHEET 2 OF 4

( IN FEET ) GRAPHIC SCALE 1 inch = 50 ft. (24x36) 1 inch = 100 ft. (11x17) ( IN FEET ) ( IN FEET ) inch = 50 ft. (24x36) 1 inch = 50 ft. 11inch (24x36) = 100 ft. (11x17) 1 inch = 100 ft. (11x17) 25

MITCHELDEAN DRIVE SHEET 2 OF 4

SHEET2 2OF OF44 SHEET

MITCHELDEAN DRIVE

GRAPHIC SCALE 0

MITCHELDEAN DRIVE MITCHELDEAN DRIVE

Civil Engineering

Land Surveying

Costich Costich Engineering Engineering Costich

Landscape Architecture

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

Civil Engineering Land Civil Engineering Surveying

Land Landscape Surveying Architecture Landscape 217 Lake Avenue Architectu Rochester, NY 14608

(585) 458-3020 217 Lake Avenu

NEW 5’ SIDEWALK / OR TRAIL NEW 60’ DEDICATED RIGHT-OF-WAY WIDTH

..\G N

NORTH

MITCHELDEAN DRIVE STA. 15+00 TO 30+00

PANAMA ROAD

NEW DEDICATED RIGHTOF-WAY WIDTH

PANAMA ROAD STA. 0+00 TO 15+00

NORTH

39+00

38+00

40+00

PANAMA ROAD

PANAMA ROAD STA. 15+00 TO 20+39

PANAMA ROAD STA. 0+00 TO 15+00 MITCHELDEAN DRIVE STA. 30+00 TO 45+00 NO CHIYODA DRIVE

NEW TURNING LANES

1+00

41+00

N

42+00

NEW TURNING LANES

45+00

44+00

43+00

PROJECT LOCATION

LOCATION SKETCH

NEW 5’ SIDEWALK / OR TRAIL NEW 5’ SIDEWALK / OR TRAIL

15+

14+00

13+00

12+00

ORCHARD STREET

37+00

9+00

8+00

E CHELDEAN7+DRIV 00

11+00

10+00

30’ PAVEMENT (2) 11’ LANES (2) 4’ PAVED, FULL DEPTH SHOULDERS

NEW DEDICATED RIGHTOF-WAY WIDTH VARIES

WEBSTER TRANSPORTATION CHIYODA DR.

PANAMA RD. CHIYODA DR. - PANAMA RD. INFRASTRUCTURE PROJECT SHEET OF44 SHEET 3 3OF

XEROX CAMPUS SCHEMATIC PLANS PROJECT # 10012 # 102 GRAPHICCNSCALE 04/28/2026 0 25 50

MITCHELDEAN DRIVE SHEET 2 OF 4

GRAPHIC SCALE 0

( IN FEET ) 1 inch = 50 ft. (24x36) 1 inch = 100 ft. (11x17) ( IN FEET ) 1 inch = 50 ft. (24x36) 1 inch = 100 ft. (11x17)

Costich Engineering Costich

Civil Engineering Civil Land Engineering Surveying Land Landscape Surveying Architecture Landscape 217 Lake Avenue Architectu Rochester, NY 14608

(585) 458-3020 217 Lake Avenu

STA. 15+00 TO 28+81 ORCHARD STREET

UTE 250

PANAMA ROAD

NYS RO

N

ORCHARD STREET STA. 0+00 TO 15+00

- POSSIBLE PAVEMENT REMOVAL - POSSIBLE LANDSCAPE CURB ISLAND

POSSIBLE ROAD NARROWING BY REUSE OF ROAD AS MULTIMODAL PATH AND ADDITION OF A LANDSCAPE ISLAND

EXISTING CURB AND ROAD

NEW CURB ISLAND

NORTH

NEW MILL AND OVERLAY

ORCH

- POSSIBLE CURB ISLAND AND TREE PLANTING

3 LANE ROADWAY SECTION SHIFTED SOUTH ON EXISTING ROAD SECTION

ORCHARD STREET STA. 15+00 TO 28+81

MILL AND OVERLAY OR RECONSTRUCTION (TBD)

Multimodal Trail Along Phillips Road Scale: 1in = 150ft (22x34” Sheet) 1in = 300 ft (11x17” Sheet) 12’ Wide Multimodal Trail 20’ Wide Easement

Phillips Road

WEBSTER TRANSPORTATION INFRASTRUCTURE PROJECT

PROJECT LOCATION

XEROX CAMPUS SCHEMATIC PLANS PROJECT # 10012 CN #103 04/28/2026

LOCATION SKETCH

ORCHARD STREET

ORCHARD STREET SHEET 3 4OF SHEET OF44

Civil Engineering

GRAPHIC SCALE 0

* All new/reconstruction based upon MCDOT pavement section12” crusher, 6” base, 2” binder, 1’5” top, (heavy duty typ.) *Restoration - 3” mill and overlay (typ.)

Land Surveying

( IN FEET ) 1 inch = 50 ft. (24x36) 1 inch = 100 ft. (11x17)

Landscape Architecture

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

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