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HomeMy Public PortalAbout2020.08.18 RTB Packeta 1foruzr l a c'012rrrc RONDEQUOJT out REGULAR TOWN BOARD MEETING AUGUST 18, 2020 7:00 PM 08-17-2020 PLEDGE OF ALLEGIANCE ROLL CALL SUPERVISOR'S REMARKS & ANNOUNCEMENTS PUBLIC INPUT FINANCIAL REPORT APPROVAL OF MINUTES July 14, 2020 Workshop Meeting July 21, 2020 Regular Town Board Meeting PUBLIC HEARINGS 8PH2020-1 On the Matter of Adopting a Local Law to Amend Chapter 180, Article IV 7:35 PM of the Town Code of Irondequoit Relating to the Standards for Connecting to the Public Sewer 8PH-1A Resolution Adopting a Local Law Standardizing New Grinder Pumps for Residents to Connect to the Sanitary Sewer 8PH2020-2 On the Matter of Granting a Special Use Permit for 1233 & 1267 7:36 PM E. Ridge Road in a M -Manufacturing District 8PH-2A Resolution Approving a Special Use Permit for 1233 & 1267 E. Ridge Road in a M -Manufacturing District ITEMS FOR BOARD ACTION Appointments 8A2020-3 Resolution Approving the Appointment of a Fire Marshal in the Community Development Department 8A2020-4 Resolution Approving the Appointment of a School Traffic Guard in the Irondequoit Police Department 8A2020-5 Resolution Authorizing the Appointment of an Alternate Member to the Town Zoning Board of Appeals 8A2020-6 Resolution Authorizing the Provisional Appointment of an Assistant Fire Marshal 1280 TIT'US A 'ENUE • ROCHESTER, NEW YORK 14617 • PHONE: (585) 467-8840 WWW.IRONDEQUf ITORi; 8A2020-7 8A2020-8 Community 8A2020-9 8A2020-10 8A2020-11 8A2020-12 Comptroller 8A2020-13 Police 8A2020-14 8A2020-15 Resolution Approving the Appointment of Police Captain in the Irondequoit Police Department Resolution Approving the Appointment of Police Captain in the Irondequoit Police Department Development Resolution Calling for a Public Hearing on the Matter of Granting a Special Use Permit for 1115 E. Ridge Road in a M -Manufacturing District Public Works 8A2020-16 8A2020-17 8A2020-18 Supervisor 8A2020-19 Resolution Calling for a Public Hearing on the Matter of Rezoning a Portion of 2590 Culver Road from R-1 Residential to C -Business District Resolution Calling for a Public Hearing on the Matter of Rezoning a Portion of 2590 Culver Road from R-1 Residential to R-5 Residential Resolution Declaring the Town Board's Intent to Serve as Lead Agency Regarding State Environmental Quality Review (SEAR) Resolution Authorizing the Renewal of an Agreement with Harper Danesh LLC to Perform Actuarial Analyses of the Cost of Other (Non -Pension) Post Employment Benefits of Town Employees as Required by the Government Accounting Standards Board Pronouncement No. 75 Resolution Authorizing Chief of Police to Enter into a Memorandum of Understanding with GRANET Resolution Entering into an Intermunicipal Agreement with the City of Rochester for a New Delta Sonic Location Resolution Declaring Certain Items as Surplus Equipment Resolution Renewing an Agreement for the Grinding of Wood Waste Resolution Authorizing the Award of Bid for REDI Pump Station Improvements Resolution Authorizing the Supervisor to Enter into a Payment in Lieu of Taxes Agreement for Irondequoit Senior Housing Development Fund Corp. and Irondequoit Senior Living LLC Town Clerk 8A2020-20 Resolution Approving the Special Event License for YellowJacket Racing/Fleet Feet's Rochester Marathon (Full and Half) and Relay NEXT WORKSHOP MEETING --TUESDAY, SEPTEMBER 8, 2020 © 4:00 PM NEXT REGULAR TOWN BOARD MEETING --TUESDAY, SEPTEMBER 15, 2020 © 7:00 PM 463706_2 Town of Irondequoit Financial Report Month Ending 7/31/20 EXPENSES Percent Percent Fund Original Amended Cumulative, Year to Month End of of Budget Budget Budget Expended Encumb'd Available Year Spent & ]_, lqq c/t} / Balance Elapsed Enc'brd 001 General (includes cemetery) 21,718,772 22,008,101 10,996,439 1,203,015 9,808,647 58 3% 55 4% percent of amended budget 50.0% 5.5% 44.6% 005 Library 2,704,039 2,711,153 1,488,590 13,464 1,209,098 583% 554% percent of amended budget n 54.9% 0.5% 44.6% 021 Highway #1, Road Impute 3,232,915 3253,640 172,455 1,093,0£/6 C 988,119 58 3% 69.6% , percent of amended budget � 36.05 33.6% ` 30 4% 023 Highway# 3, Equipment Maint 1,124,154 1,124,154 .--r .\505,246 280,852 358,056 58.3% 68 1% 10 percent or amended budget tr} + 44.9% 232% 31 9% 024 Highway# 4, ROW 1 Winter 1,077,653 1,079,153 L602,426 76,448 400,279 58 3% 62.9°% percent of amended budget 55.8% 7 10 37 1% 031 Consolidated San Sewer Dist 4,132,254 4,196,041 2,278,789 124,453 1,792,798 58 3% 57.3% percent of amended budget 54 3% 3.0% 42 7% 038 Stomlwater Drainage Dist 839,493 1,252,944 709,445 52,247 491,253 58 3% 60 8% percent of amended budget 56 6% 4 2% 39 2% 039 Rock Beach San Sewer Dist 9,094 9,094 672 0 8,422 58 3% 7 4% percent of amended budget 7 4% 0 0% 92 6% 040 Orland Road San Sewer Dist 15,985 15,985 1,992 0 13,993 58.3% 12 5% percent of amended budget 12 5% 0.0% 87 5% 051 Sea Breeze Water District 1,074,113 1,074,113 497,859 0 576,254 58 3% 46 4% percent of amended budget 46 4% 0 0% 53 6% 071 - 098 Lighting Districts 162,250 162,250 75,772 86,478 0 56 3% 100 0% percent of amended budget 46.7% 53.3% 0 0% TOTAL 36.090,722 36,886,628 18,329,686 2,910,023 15,646,919 58 3% 57 6% Percent of Amended Budget Spent Percent of Amended Budget Encumbered Total Percent Spent & Encumbered 497% 7.9% 57 6% Tax Levy Sensitive 29,857,533 30,176,201 14,765,157 2,646,845 12,764,199 583% 577% Total Spent + Encumbered 17,412,002 48.9% 8.8% 42.3% 57 7% REVENUES Fund Cumulative Percent Percent Percent Original Amended Receipts Balance of of of Budget Budget Through to be Real Estate Year Revenue This Month Received Tax Elapsed Received 001 General: Real Estate Tax (001-1001) 11,185,756 11,185,756 11,185,756 0 63 9% 100 0% Payment In Lieu of Tax (001-1081) 257,779 257,779 235,665 22,114 91 4% Sales Tax (001.1120) 5,180,640 5,180,640 833,444 4,347,196 16 1% Mortgage Tax (001-3005) 815,000 815,000 249,488 565,512 30 6% Per Capita State Aid (001-3001) 613,283 613,263 0 613,283 0 0% Interest Earnings (001-2401) 25,000 25,000 30,227 -5,227 120 9% Franchise Cable TV (001-1170) 750,000 750,000 -3,721 753,721 -0 5% Recreation Program Fees (001-2001) 330,000 330,000 143,660 186,340 43 5% Cemetery Revenues (001-2190/2685) 133,000 133,000 54,695 76,305 41 1% Fines & Bail Forfeitures (001-2610) 247,500 247,500 74,060 173,440 29 9% Other Sources of Revenue 1,990,814 2,015,814 1,194,064 821,750 59 2% Appropriated Fund Balance 190,000 190,000 190,000 0 Total, Revenue & Fund Balance 21,718,772 21,743,772 14,187,337 7,556,435 58 3% 65 2% 2020 Printed on 8/5/2020 Page 1 Town of Irondequoit Financial Report Month Ending 7/31/20 Fund Cumulative Percent Percent Percent Original Amended Receipts Balance of of of Budget Budget as of to be Real Estate Year Revenue This Month Received Tax Elapsed Received 005 Library Real Estate Tax 2,507,625 2,507,625 2,507.625 0 14 3% 100 0% Other Sources of Revenue 196,414 196,414 79,746 116,668 40.6% Appropriated Fund Balance 0 0 0 0 Total„ Revenue & Fund Balance 2,704,039 2,704.039 2.587,371 116,668 58 3% 95 7% 021, 023, 024 Highway Funds Real Estate Tax 3,812,038 3,812,038 3,812,038 0 21 8% 100 0% All Other Sources 1,622,684 1,622,684 597,995 1,024,689 36 9% Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 5.434,722 5,434,722 4.410.033 1,024,689 58.3% 81.1% 031 Consolidated San Sewer District Sewer Service Charges 4,012,722 4,012,722 4,012,722 0 100.0% Other Sources of Revenue 119,532 119532 103,629 15.903 86 7% Appropriated Fund Balance 0 0 0 0 Total. Revenue & Fund Balance 4,132,254 4,132,254 4.116,351 15,903 58 3% 996% 038 Stormwater Drainage District District Service Charges 836,493 836,493 836,493 0 100 0% Other Sources of Revenue 3,000 3,000 12,446 -9,446 414 9% Appropriated Fund Balance 0 0 0 0 Total, Revenue 8. Fund Balance 839,493 839,493 848,939 -9,446 58 3% 101 1% 039 Rock Beach San Sewer District District Capital Charges 9,094 9,094 9,094 0 100 0% Other Sources of Revenue 0 0 6 -6 #DIVIO! Total Revenue 9.094 9.094 9.100 -6 58 3% 100 1% 040 Orland Road San. Sewer District District Capital Charges 15,985 15,985 15,985 0 100 0% Other Sources of Revenue 0 0 30 -30 #DIV10! Total Revenue 15.985 15,985 16.015 -30 58 3% 100.2% 051 Sea Breeze Water District District Real Estate Tax 0 0 0 0 #DIVIO! Other Sources of Revenue 1,074,113 1,074.113 553,039 99 521,073 51.5% Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 1,074.113 1.074,113 553.040 521.073 58 3% 51 5% 071 - 098 Lighting Districts District Real Estate Tax 162.250 162,250 162,250 0 100 0% Other Sources of Revenue 0 0 212 -212 Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 162.250 162,250 162,462 -212 58 3% 100 1% Summary of Revenues and Appropriated Fund Balances Real Estate Tax 17,505,419 17,505,419 17,505,419 0 100 0% 100 0% Special District Real Estate Tax 162,250 162,250 162,250 0 100 0% Sanitary Sewer Service Charges 4,037,801 4,037.801 4,037,801 0 100 0% Stormwater District Service Charges 836,493 836,493 636,493 0 100.0% Other Sources of Revenue 13,358,759 13,383,759 4,158,685 9,225.074 31 1% TOTAL 35,900,722 35,925,722 26,700,648 9.225.074 58 3% 74 3% Appropriated Fund Balance 190,000 190,000 190,000 0 100 0% Grand Total, Revenues and Appropriated Fund Balance 36,090,722 36,115,722 26,890,648 9,225,074 74.5% 2020 Printed on 8/5/2020 Page 2 Town Board Meeting Notes The financial results for the Town as of July 31, 2020: total expenses —actual as well as encumbered —are $21,240k or 57.6% of budget which is slightly below the 58.3% of the year that has elapsed. The breakdown is: $18,330k for actual expenses and $2,910k for encumbrances. Encumbrances are 7.9% —departments are continuing to commit to services and supplies for the remainder of the year. General Fund expenses are favorable to budget at 55.4% or $12,199k. The split here is: actual expenditures - 10,996k encumbered expenses - $ 1,203k. Contained within the General Fund encumbrances are: instalment debt for equipment leased by the Solid Waste, Tree Program and Parks departments; Information Technology projects and services; attorney fees; and other contracted expenses throughout the Town. Included also are the 2020 projected but unexpended energy costs of the general fund street lighting account. Jointly, the highway funds' expenses are greater than the percent of the year that has elapsed at 68% or $3,710k. These costs are typically driven by salt, gas, fuel, roadwork and paving services and materials such as oil and stoning and asphalt, as well as equipment parts. During July, Highway 1 realized sizable roadwork and paving expenditures as well as paving materials encumbrances. Expenditures in the Library are 55.4% of budget at $1,502k. Included in this amount is a bond payment of $475k for principal and interest for the Consolidated Library. Sewer Fund expenses of $2,403k equate to 57.3% of budget. Expenses in Stormwater Drainage total $762k-60.8% of budget. Included in 1 Drainage is a $386k expense for a vactor truck. The Town was awarded a grant of $281,500 to partially offset this expense. We are underscoring again that the expenses excluding encumbrances for the Town as well as the three major funds are less than the percent of the year that had elapsed. 58.3% of the year has elapsed and the actual expenditures percentage (exclusive of encumbrances) for the Town is 49.7%; the General Fund is 50%; Sewer is 54.3%; and for the collective Highway funds -41.7%. Revenue received in the General Fund is $ 14,187k or 65.2% of budget. Real estate taxes are $ 11,185k. Payments In Lieu Of Taxes are $235k-91.4% of budget. The 1St quarter Mortgage Tax of $249k has been received —that revenue is at 30.6% of budget. Mortgage tax for the 2nd and 3rd quarters is expected in December. 2nd quarter estimates from Monroe County indicate receipts to be approximately $217k (for a first half total of $466k or 57% of budget). Two months of Sales Tax of $833k have been recorded; 2nd quarter sales tax is anticipated to be received in August, and 3rd quarter receipts in November. Other Sources of Revenue are at 59.2% and includes a $222k building permit receipt in July. Other major revenue items are expected later in the year include Franchise fees, generally received in September, and AIM (Aid and Incentives for Municipalities) is expected in December. Regarding the entire Town: $26.9M or 74.5% of revenue and appropriated fund balance have been received to -date; approximately $17.5M is real estate tax. At the end of July, the Library had received $2,587k or 95.7% of its budgeted revenue. 2 81.1% or $4,410k is in for the Highway. Sewer has received $ 4,116k-99.6% of that fund's budget. Stormwater Drainage has received $849k-101.1% of Budget. This concludes my financial report for the month of July 2020. 3 WORKSHOP MEETING JULY 14, 2020 97 Workshop Meeting conducted via Zoom and streamed digitally in compliance with Gov. Cuomo’s directives re: safe distancing during COVID-19 medical crisis. Workshop Meeting of the Town Board of the Town of Irondequoit, held via Zoom, on the 14th day of July 2020 at 4:00 P.M.: PRESENT: David Seeley Supervisor Patrina Freeman John Perticone Kimie Romeo Peter Wehner Councilmembers Harter Secrest & Emery, LLP Attorney for the Town Others in attendance included Chief of Police Alan Laird, Director of Community Development Kerry Ivers, Comptroller Diana Marsh, Director of Human Resources Jason Vinette, Commissioner of Public Works Robert Kiley, Deputy Commissioner of Public Works Erin Magee, Director of Recreation Katrina Hall, Assessor Amy Jorstad, Town Attorney Andrew Dean and Town Clerk Genier. Supervisor Seeley called the meeting to order, Pledge was said, and Town Clerk Genier called Roll at 4:00 p.m. STAFF SPOTLIGHT: Supervisor Seeley recognized three Parks employees—Joseph Battaglia, Haley Knapp and Susan Donovan. These three individuals helped clean up the Bay Park Marina and beach and did a great job. Due to a vacancy in the Building Department, Ms. Donovan has been processing permits and she has been a tremendous help keeping everything running smoothly. Approval of Minutes: Minutes from the following meetings to be approved: June 9, 2020 Workshop Meeting and June 16, 2020 Regular Town Board Meeting. Financial Report: Comptroller Diana Marsh reviewed the Financial Report as of June 30, 2020. Total expenses and encumbrances were 48.1% of budget, slightly lower than the 50% of the year that has elapsed. Actual expenses were 40% of budget; encumbrances were 8.1% of budget. Encumbrances are typically high early in the year as departments continue to commit to services and supplies that will be needed during the year. Expenses in the General Fund are lower than the percentage of the year elapsed at 47.2%. Actual expenses were 41.7%; encumbrances were 5.5% of budget. Embedded in the General Fund encumbrances are installment debt for equipment leased by the Solid Waste and Tree Program, attorney fees and contracted expenses throughout the Town. Expenses in the Highway Funds are on par with the 50% of the year that has elapsed. The costs result from substantial expenses and encumbrances for salt, gas, fuel, paving services and materials, and equipment parts. Expenditures in the Library were 47.5% of budget. The Sewer Fund expenses were 49.6% of budget; expenses in Stormwater Drainage total 56.2% of budget. Actual expenses were 21.2% of budget, and encumbrances account for 35%. Included in the encumbered amount is a vactor truck costing approximately $386,000 carried over from the prior year. A grant was awarded to the Town to partially offset this cost ($281,500). The General Fund revenue received was 63.3% of budget. $11.2M of real estate tax has been received, 100% of budget. $235,665 of PILOT revenue has been received, 91.4% of budget. WORKSHOP MEETING JULY 14, 2020 98 Another $25,000 is due in October and that will bring that line item to budget. Two months of Sales Tax of $833,000 or 16.1%, and three months of mortgage tax equal to $249,000 or 30.1% has been received during the month; no other significant revenue is due until later in the year. Regarding the entire Town, 72.4% of revenue and appropriated fund balance has been received to date. Approximately $17.5M of the amount received is real estate tax and special district assessments. The Library has received 95.7% of its budgeted revenue; 100% of budgeted revenue is in for Highway Funds. The Sewer District has received 99.5% of that fund’s budget and Stormwater Drainage is at 101% of its revenue budget. Comptroller Marsh presented the second quarter year-to-date summary and comparison to the prior six years. Regarding expenditures by Fund, the percent of total budget spent and encumbered is 48.1% which is lower than the prior six years. The General Fund revenues of 63.7% of budget is lower than the prior six years and the Town-wide revenue of 72.4% is also lower than the previous six years. REVIEW OF AGENDA ITEMS FOR JULY 21, 2020 RTB MEETING: Public Hearings: Three (3) Public Hearings (PH) will be held on July 21st beginning at 7:35 PM. The first PH is on the matter of granting a Special Use Permit (SUP) for 2012 E. Ridge Road in a C-Business District. The applicant wants to convert the first floor from retail space to a residential dwelling unit to create a multi-family structure which requires a SUP. The Planning Board has reviewed the application and is recommending issuance of the SUP. The second PH is on the matter of including 166 St. Joseph Street to the Consolidated Sewer District. This is a Type II action and no further review pursuant to NYS Environmental Quality Review Act is required. The third PH is on the matter of including 137 Seneca Park Avenue to the Consolidated Sewer District. This is a Type II action and no further review is required pursuant to the NYS Environmental Quality Review Act. Appointments: Director of Human Resources Jason Vinette reviewed seven (7) resolutions. The first three resolutions approve the permanent appointments for part-time School Traffic Guards—Ron Johnson, Scott Sigel and Margaret K. Meisenzahl. He explained that if the schools are planning to open in the fall, the Town must be ready with crossing guards. Due to the retirement of several crossing guards, there are vacancies to fill. The fourth appointment is for a Deputy Court Clerk. Due to a retirement, there is an opening for this position. The position is classified as an Exempt position and no Civil Service Testing is required. The candidate is Tuong-ViToria Nguyen and Court Administrator David Marion is very pleased with her work and is anxious for her to begin. The fifth appointment approves the permanent appointment of a Police Captain. This resolution is up for discussion. The sixth appointment fills a vacancy on the Conservation Board. The candidate, Noelle W. Conderman, will serve a term expiring on December 31, 2021. She is a new Town resident and she is very anxious to serve on this Board. The seventh appointment fills a vacancy for a full-time Secretary to the Planning Board. Resolution was TABLED. Community Development: Director of Community Development Kerry Ivers reviewed one (1) resolution calling for a Public Hearing on the matter of granting a Special Use Permit (SUP) for 1233 & 1267 E. Ridge Road in a M-Manufacturing District. The agent for this Project, BME Associates, is requesting a SUP to redevelop a single-use commercial building into a mixed-use commercial building located at 1233 & 1267 E. Ridge Road with related site improvements. A SUP is required if there is more than one commercial use on a parcel in a M-Manufacturing District. The PH will be held on August 18, 2020 at 7:35 PM. WORKSHOP MEETING JULY 14, 2020 99 Comptroller: Comptroller Diana Marsh reviewed seven (7) resolutions. The first five resolutions authorize Agreements with various organizations as approved through the Community Development Block Grant during August 1, 2020 through July 31, 2021. The five organizations are: Catholic Family Center for non-medical home support services to the elderly; the Housing Council at Pathstone for housing counseling services to low- and moderate-income residents; Irondequoit Community Cupboard to provide healthy food choices to low-income residents; Lifespan of Greater Rochester, Inc. for the “Home Safe Home for Seniors” Program of support services to the elderly; and Lifespan of Greater Rochester, Inc. for transportation services to the elderly. The sixth resolution authorizes the renewal of an Intermunicipal Agreement with Monroe County for the supply of electricity and natural gas to Town facilities. Monroe County manages an aggregation group to provide electricity and natural gas to local governments. The costs quoted by the Monroe County Energy Aggregation Group are lower or equal to costs from other suppliers. Comptroller Marsh noted that the current contract has expired, and this resolution would renew the contract for another five years. The seventh resolution authorizes the annual audit of the Town Courts. The Town, as a recipient of annual grant funding from the US government in excess of $750,000, is required to have an annual audit performed by a Certified Public Accountant. The Town had an audit performed by The Bonadio Group to meet its requirement. The Examination of the Town Courts and a Summary of the Examination are filed with the NYS Office of Court Administration. Police: Chief of Police Alan Laird reviewed seven (7) resolutions. The first resolution authorizes Julian’s Dry Cleaners to be the vendor for cleaning the Honor Guard uniforms. Verbal quotes were requested, and Julian’s was the vendor of choice. This contract will expire in 2022. Dry cleaning services will be approximately $350 per year. The second resolution authorizes the purchase of a license plate reader and the associated appropriation transfer and amendment within the 2020 Police Department budget. Chief Laird stated that the NYS Division of Homeland Security and Emergency Services provided the Monroe County Sheriff’s Office with a grant and the Sheriff’s Office, in turn, gave the Irondequoit Police Department grant funding to be used for personnel overtime, fringe benefit costs and to purchase a license plate reader. $12,338.40 was allocated for the purchase of a license plate reader and the quote to purchase the item is $15,410.00. The Department will transfer $3,071.60 from another budget line to make this purchase. The license plate reader will be valuable to the Department. The third resolution authorizes entering into an agreement with CARFAX for Police Program. This program allows investigators access to a motor vehicle’s history for investigative purposes. The fourth resolution approves payment for two completed courses taken by Sgt. Whitaker per the current contract. The courses were taken online through Utica College in Cybersecurity. The fifth resolution authorizes the purchase of one 2021 Ford Utility Police Interceptor all-wheel drive vehicle. The Town will purchase this vehicle through the Onondaga County contract awarded to Van Bortel Ford for a cost of $36,886.55. This is a funded purchase. The sixth resolution authorizes the Police Department to enter into an agreement with the NYS Division of Criminal Justice Services (DCJS). The Town is able to enter into agreements with state agencies for services to access criminal history, wanted and/or missing person data. The seventh resolution authorizes attendance of Sgt. Andrew Whitaker, Investigator Bradley Lape and Officer Thomas Fitzak to a one-day Taser Instructor Re-Certification class offered by Axon International in Ontario County, NY on August 24th at an approximate cost of $1,485.00. Public Works: Commissioner of Public Works Robert Kiley reviewed four (4) resolutions. The first resolution authorizes the calling of a Public Hearing concerning adoption of a local law standardizing new grinder pumps by residents for connection to the sanitary sewer. Residents WORKSHOP MEETING JULY 14, 2020 100 who connect to the public sewer often must use a grinder pump to grind waste material before it enters the public sewer. The NYS Department of Environmental Conservation requires the Town to keep an inventory of replacement grinder pumps to serve as temporary backup pumps if a resident’s grinder pump should fail. There are several different makes and models of grinder pumps available for purchase by consumers, but it would be inefficient and uneconomical for the Town to maintain a broad inventory of all makes and models. It is recommended that the Commissioner of Public Works be authorized to maintain a list of approved grinder pumps available upon request to any person and recommends further that Town residents be required to purchase a grinder pump from the Approved Grinder Pump List. This action requires passage of a local law. The second resolution is regarding the replacement of existing submersible Flygt pumps at the Point Pleasant Pump Station (PPPS) due to their lacking ability to handle the increased flow of water caused by the high-water levels of Lake Ontario. This project is part of the Lake Ontario Resiliency and Economic Development Initiative (REDI) and is a Type II action pursuant to SEQRA. The Town would like to obtain a permanent easement on the Common Elements of Point Pleasant Estates Condominium located on Point Pleasant Circle. The third resolution authorizes the Supervisor to enter into an Intermunicipal Agreement with the City of Rochester in order to improve portions of the Summerville area, including St. Paul Boulevard Summerville Wastewater Pump Station, the Coast Guard Station, the Sheriff’s Marine Unit and a fishing access area. The City will bid and oversee the project on behalf of the Town and the Town will be required to make a 5% local cost match for all expenses related to the Town’s portion of the project. The City will be the lead agency for the project for purposes of SEQRA. Councilmember Romeo noted that this is an opportunity to talk about various municipalities working together on projects. The fourth resolution authorizes the Supervisor to enter into an Agreement to provide mat rental and cleaning services for various Town facilities. The Town currently rents entryway mats to keep the areas safe and clean. The Town requested three quotes for this service and UniFirst Corporation was the lowest responsible quote received. This Agreement will begin on August 1, 2020 and terminate on August 1, 2023. This is a budgeted item. Commissioner Kiley added that the Town will be saving a good sum of money by using this new company. Supervisor: Supervisor Seeley reviewed one (1) resolution approving the American Red Cross to hold a Blood Drive at the Irondequoit Town Hall. This event will be held on August 20th from 11 AM to 4:30 PM in the Town Hall Broderick Room. ITEMS FOR BOARD ACTION 7WS2020-1 Resolution Authorizing the Supervisor to Enter into an Agreement for Special Inspections Related to the Irondequoit Community Center On a motion made by Councilmember Freeman, seconded by Councilmember Romeo, a resolution was adopted approving the hiring of CME Associates, Inc. to provide special inspection services for the Irondequoit Community Center. Commissioner of Public Works Robert Kiley explained that it is necessary to procure special inspection services for the construction of the Irondequoit Community Center. The Town requested written quotes from three businesses and CME Associates, Inc. was selected as the most reasonable and responsible quote for these services. This is a budged item. The inspections are done on an as needed basis. WORKSHOP MEETING JULY 14, 2020 101 UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number: 2020-171 7WS2020-2 Resolution Authorizing the Appropriation of Funds to Pay the Cost of Preparing a General Map, Plan and Report for the Extension of the Consolidated Sewer District to Homes Along Bay Shore Boulevard On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, a resolution was adopted authorizing the Town to contract with Labella Associates to prepare a general map, plans and report regarding the District Extension, for an amount not to exceed $7,000 and complying with Town Law Section 209-c. Commissioner of Public Works Robert Kiley explained that this resolution begins the multi-month process for thirty homes on Bay Shore Boulevard to connect to the Extended Consolidated Sewer District. These homes are currently in septic situations and are right on the water. In a high- water situation, the waste from these homes would go into the Bay. This resolution is subject to a Permissive Referendum; any member of the public can circulate a petition to object to this Extended District. At the Regular Town Board meeting in August, a Public Hearing will be called and will be held in September to allow the public to comment on this matter. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number: 2020-172 7WS2020-3 Resolution Approving the Temporary Appointment of a Part-Time Light Laborer in the Building Maintenance Department On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, a resolution was adopted authorizing the temporary rehiring of Cross Bauer as a part-time Light Laborer. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number: 2020-173 7WS2020-4 Resolution Approving the Temporary Appointment of a Part-Time Light Laborer in the Building Maintenance Department On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted authorizing the temporary rehiring of Joseph L. Capuano as a part- time Light Laborer. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number: 2020-174 WORKSHOP MEETING JULY 14, 2020 102 7WS2020-5 Resolution Approving the Temporary Appointment of a Part-Time Light Laborer in the Building Maintenance Department On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted authorizing the temporary rehiring of Justin P. Bouvy as a part- time Light Laborer. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number: 2020-175 7WS2020-6 Resolution Approving the Permanent Appointment of a Part-Time Light Laborer in the Building Maintenance Department On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, a resolution was adopted authorizing the permanent rehiring of Joseph N. Stio as a part-time Light Laborer. Director of Human Resources Jason Vinette added that these four workers are already on the job and they have all passed their background checks. There was a discussion on the issue of diversity within the Town staff. Director Vinette stated that there are positions open and the Town welcomes receiving applications from anyone who might be interested in working for the Town. The Town depends on networking, publicizing openings on social media and in the local newspaper. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number: 2020-176 ROCHESTER ACCESSIBLE ADVENTURES PRESENTATION Anita O’Brien, Executive Director of Rochester Accessible Adventures, gave a brief overview of the work that has been done in conjunction with Irondequoit Recreation to ensure that all people can participate in the programs outlined in the Activity Guide. The Town recently renewed the contract with Rochester Accessible Adventures Program. RAA works with businesses to see what programs are in place and, if needed, modify existing programs to eliminate barriers so everyone can enjoy them. Training has been given to the staff, including training in physical and social inclusion. Ms. O’Brien is working with Director of Recreation Katrina Hall to assess the new Irondequoit Community Center at the former Irondequoit Mall. They will be looking at areas of space, parking, doors and the ease of access for individuals to the Center. The staff from the Recreation Department is looking at programs offered and recommending modifications that need to be made. It was suggested that the staff look at these programs for the long-term—5 to 10 years down the road. After the assessments and recommendations have been made, the next step would be outreach to the community. Share with the community all that has been done to make programming available for everyone. On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, pursuant to Public Officers Law § 105, an Executive Session was called at 5:50 p.m. to discuss matters leading to the employment of a particular individual. WORKSHOP MEETING JULY 14, 2020 103 UPON VOTING MOTION WAS UNANIMOUSLY APPROVED EXECUTIVE SESSION On a motion made by Councilmember Wehner, seconded by Councilmember Perticone, the Executive Session was adjourned at 8:03 p.m. and the Workshop Meeting was reconvened UPON VOTING MOTION WAS UNANIMOUSLY APPROVED On a motion made by Councilmember Perticone, seconded by Councilmember Wehner, the Workshop Meeting was adjourned at 8:03 p.m. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Respectfully submitted, Barbara Genier, Town Clerk REGULAR TOWN BOARD MEETING JULY 21, 2020 104 Regular Town Board Meeting of the Town Board of the Town of Irondequoit held via Zoom on the 21st day of July 2020 at 7:00 P.M. due to public gathering restrictions and Executive Orders in place because of COVID-19. PRESENT: David Seeley Town Supervisor Patrina Freeman John Perticone Kimie Romeo Peter Wehner Councilmembers Harter Secrest & Emery LLP Attorney for the Town Others in attendance via Zoom Webinar included Chief of Police Alan Laird, Court Administrator David Marion, Commissioner of Public Works Robert Kiley, Deputy of Public Works Erin Magee, Director of Community Development Kerry Ivers, Director of Human Resources Jason Vinette, Comptroller Diana Marsh, Attorney for the Town Andrew Dean and Town Clerk Genier. SUPERVISOR’S REMARKS AND ANNOUNCEMENTS: *Supervisor Seeley announced that there would be three Public Hearings held tonight, beginning at 7:35 PM, along with thirty agenda items. *Supervisor Seeley thanked the staff members for their team effort in helping to provide food to over 1,000 families. The food drive was held at Skyview on the Ridge and sponsored by the American Dairy Association. There will be an ongoing food distribution held next Tuesday, July 28th at the Public Works building, located at 2629 E. Ridge Road. The drive will run from 1 to 3 PM. If interested, pre-registration is required. Please call 2-1-1 or text 898-211 to register. *Supervisor Seeley said there was a celebration held on Tuesday, July 14th where the Board members presented a Proclamation making an anti-racism statement. Councilmember Freeman was responsible for drafting much of the Proclamation. The Board pledged to take steps to combat racism and look for ways to make the Town government more diverse. PUBLIC INPUT: Supervisor Seeley noted that he did not receive any emails directed to supervisor.org from individuals wishing to share comments at Public Input. FINANCIAL REPORT: Comptroller Diana Marsh reviewed the Financial Report as of June 30, 2020. Total expenses and encumbrances were 48.1% of budget, slightly lower than the percentage of year elapsed of 50%. Actual expenses were 40% of budget; encumbrances were 8.1% of budget. Encumbrances are typically high early in the year as departments establish and commit to commodities, services and supplies that will be needed during the year. Expenses in the General Fund were at 47.2% of budget. Actual expenditures were 41.7% of budget; encumbrances were 5.5% of budget. Embedded in the General Fund encumbrances are installment debt for equipment leased by the Solid Waste and Parks, attorney fees, and contracted expenses throughout the Town. Expenses in the Highway Funds were at 50%, on par with the year that has elapsed. Expenditures in the Library were at 47.5%. The Sewer Fund expenses were at 49.6% of budget; expenses in Stormwater Drainage total 56.2% of budget. Actual expenses were 21.2% of budget, and encumbrances account for 35%, which includes a vactor truck costing approximately $386,000, 30.8% of budget, carried over from the prior year. A grant was awarded to the Town to partially offset this cost ($281,500). The General Fund revenue received was 63.3% of budget. $11.2M of real estate tax has been received, 100% of budget. 91.4% of PILOT revenue has been received; another $25,000 is due in October and that will bring the line item to budget. Two months of Sales Tax totaling $833,000 was received during the month and three months of Mortgage Tax was received, 30.1% of budget. Other major revenue sources, such as Franchise Cable fees and Per Capita State Aid are due later in the year. Regarding the entire Town, 72.4% of revenue and appropriated fund balance has been received to date. Approximately $17.5M of the amount received is real estate tax and special district assessments. The Library has received 95.7% of its revenue budget; 80.2% of budgeted revenue is in for Highway Funds. The Sewer District has received 99.5% of that fund’s budget; and Stormwater Drainage is at 101% of its revenue budget. Comptroller Marsh reviewed the second quarter year-to-date summary and comparison to the prior six years. Regarding expenditures by Fund , the percentage of total budget spent and encumbered was 48.1%, which is lower than the prior six years. Revenue for the General Fund was 63.7%, which is lower that the previous six years. Revenue from Other Funds was 72.4%, also lower that the previous six years. Comptroller Marsh added that various Town revenues have decreased since 2019 as a result of the COVID-19 pandemic. Recreation and senior program fees have decreased, as well as court fines, property tax interest, property maintenance and Library fines. Supervisor Seeley added that the Town is tracking Sales Tax REGULAR TOWN BOARD MEETING JULY 21, 2020 105 revenue. April and May were difficult months but June was on par with last year. Mortgage Tax is favorable to budget at this time. On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, the financial report was accepted. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED APPROVAL OF MINUTES: On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, the minutes from the June 9, 2020 Workshop Meeting were approved. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED On a motion made by Councilmember Freeman, seconded by Councilmember Perticone, the minutes from the June 16, 2020 Regular Town Board Meeting were approved. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED ITEMS FOR BOARD ACTION: 7A2020-4 RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A PART-TIME SCHOOL TRAFFIC GUARD IN THE IRONDEQUOIT POLICE DEPARTMENT On a motion made by Councilmember Wehner, seconded by Councilmember Perticone, a resolution was adopted approving the appointment of Ronald Johnson as a part-time School Traffic Guard. Chief of Police Alan Laird explained that there were several retirements in the past few years creating vacancies in that unit. These three appointments will fill those vacancies. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-177 7A2020-5 RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A PART-TIME SCHOOL TRAFFIC GUARD IN THE IRONDEQUOIT POLICE DEPARTMENT On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted approving the appointment of Scott Sigel as a part-time School Traffic Guard. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-178 7A2020-6 RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A PART-TIME SCHOOL TRAFFIC GUARD IN THE IRONDEQUOIT POLICE DEPARTMENT On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted approving the appointment of Margaret K. Meisenzahl as a part- time School Traffic Guard. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-179 7A2020-7 RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A DEPUTY COURT CLERK On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted approving the appointment of Tuong-ViToria Nguyen as Deputy Court Clerk. REGULAR TOWN BOARD MEETING JULY 21, 2020 106 Director of Human Resources Jason Vinette explained that there is a vacancy due to a retirement in the Court. This is a funded position and it is Exempt from Civil Service. Court Administrator David Marion added that Ms. Nguyen interned with the Courts for several months in late 2018 and early 2019. She did an exceptional job. She has now completed her degree from the University of Buffalo. Ms. Nguyen is a life-time resident of Irondequoit and she will make a great addition to the staff. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-180 7A2020-8 RESOLUTION FILLING A CONSERVATION BOARD VACANCY On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted approving the appointment of Noelle W. Conderman as a member to the Conservation Board with a term expiring on December 31, 2021. Director of Community Development Kerry Ivers explained that Ms. Conderman is a Town resident and recent graduate with a degree in the field of Environmental Sciences. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-181 7A2020-9 RESOLUTION APPROVING THE APPOINTMENT OF A SECRETARY TO THE PLANNING BOARD On a motion made by Councilmember Freeman, seconded by Councilmember Perticone, a resolution was adopted authorizing the hiring of Susan Donovan as a full-time Secretary to the Planning Board. Director of Human Resources Jason Vinette explained that a vacancy exists for an Office Clerk in the Building Department. Susan Donovan, from the Recreation Department, offered to work in the Building Department temporarily until the position was filled. Director of Community Development Kerry Ivers stated that when Ms. Donovan stepped in to help, she did such an outstanding job that they offered her the permanent full-time Building Clerk position. Ms. Donovan is Exempt from Civil Service and will not need to take the Civil Service test. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-182 7A2020-10 RESOLUTION CALLING FOR A PUBLIC HEARING ON THE MATTER OF GRANTING A SPECIAL USE PERMIT FOR 1233 & 1267 E. RIDGE ROAD IN A M- MANUFACTURING DISTRICT On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, a resolution was adopted calling for a Public Hearing on this matter to be held on August 18, 2020. Director of Community Development Kerry Ivers explained that this Special Use Permit is for a project to redevelop 1233 and 1267 E. Ridge Road. The applicant is looking to combine the two parcels and redevelop the single-use commercial building into a mixed-use commercial building. The Ridge Rattan building would be demolished and a new free-standing building would be constructed. Director Ivers stated that the project is subject to site plan approval and will go before the Planning Board next month. A parking variance will also be required. This redevelopment is for the vacant Rite Aid building on Portland and Ridge. As requested by the applicant, no tenants were announced for this project. Councilmember Romeo added that she was glad to see one of the curb cuts go away which will help with access management.. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-183 REGULAR TOWN BOARD MEETING JULY 21, 2020 107 7A2020-11 RESOLUTION AUTHORIZING AN AGREEMENT WITH THE CATHOLIC FAMILY CENTER FOR NON-MEDICAL HOME SUPPORT SERVICES TO THE ELDERLY AS APPROVED THROUGH THE COMMUNITY DEVELOPMENT BLOCK GRANT DURING AUGUST 1, 2020 THROUGH JULY 31, 2021 On a motion made by Councilmember Perticone, seconded by Councilmember Romeo, a resolution was adopted authorizing the Supervisor to enter into an agreement with the Catholic Family Center for non-medical home support services to elderly residents of Irondequoit with funding in the amount of $26,100 available in the Community Development Block Grant. Supervisor Seeley noted that the next five resolutions all have to do with grants awarded through the Community Block Grant Program. All agreements are for needed services in Irondequoit. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-184 7A2020-12 RESOLUTION AUTHORIZING AN AGREEMENT WITH THE HOUSING COUNCIL AT PATHSTONE FOR HOUSING COUNSELING SERVICES TO LOW- AND MODERATE-INCOME RESIDENTS AS APPROVED THROUGH THE COMMUNITY DEVELOPMENT BLOCK GRANT DURING AUGUST 1, 2020 THROUGH JULY 31, 2021 On a motion made by Councilmember Freeman, seconded by Councilmember Romeo, a resolution was adopted authorizing the Supervisor to enter into an agreement with the Housing Council at PathStone for services pertaining to housing and home ownership to low- and moderate-income residents of Irondequoit with funding in the amount of $26,000 available in the Community Development Block Grant. Supervisor Seeley noted that this service helps residents going through the first stages of foreclosure. He added that the Town will keep an eye on this program and try to secure additional funding for these services. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-185 7A2020-13 RESOLUTION AUTHORIZING AN AGREEMENT WITH THE IRONDEQUOIT COMMUNITY CUPBOARD TO PROVIDE HEALTHY FOOD CHOICES TO LOW-INCOME RESIDENTS AS APPROVED THROUGH THE COMMUNITY DEVELOPMENT BLOCK GRANT DURING AUGUST 1, 2020 THROUGH JULY 31, 2021 On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, a resolution was adopted authorizing the Supervisor to enter into an agreement with the Irondequoit Community Cupboard to provide healthy food choices to low-income residents with funding in the amount of $22,000 available in the Community Development Block Grant. Supervisor Seeley noted that the Irondequoit Community Cupboard provides a host of services to residents. This particular service supports the weekend backpack program for students. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-186 7A2020-14 RESOLUTION AUTHORIZING AN AGREEMENT WITH LIFESPAN OF GREATER ROCHESTER, INC. FOR THE “HOME SAFE HOME FOR SENIORS” PROGRAM OF SUPPORT SERVICES TO THE ELDERLY AS APPROVED THROUGH THE COMMUNITY DEVELOPMENT BLOCK GRANT DURING AUGUST 1, 2020 THROUGH JULY 31, 2021 On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, a resolution was adopted authorizing the Supervisor to enter into an agreement with Lifespan of Greater Rochester, Inc. for non-medical home support services to elderly residents of REGULAR TOWN BOARD MEETING JULY 21, 2020 108 Irondequoit with funding in the amount of $15,000 available in the Community Development Block Grant. Supervisor Seeley noted that this service provides modifications to homes so the seniors can stay in their homes. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-187 7A2020-15 RESOLUTION AUTHORIZING AN AGREEMENT WITH LIFESPAN OF GREATER ROCHESTER, INC. FOR TRANSPORTATION SERVICES TO THE ELDERLY AS APPROVED THROUGH THE COMMUNITY DEVELOPMENT BLOCK GRANT DURING AUGUST 1, 2020 THROUGH JULY 31, 2021 On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, a resolution was adopted authorizing the Supervisor to enter into an agreement with Lifespan of Greater Rochester, Inc. for transportation services to elderly residents of Irondequoit with funding in the amount of $12,500 available in the Community Development Block Grant. Supervisor Seeley noted that this service is still being provided but the need for these services has decreased due to COVID-19. Hopefully, this program can be revamped and will allow seniors to be more independent. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-188 7A2020-16 RESOLUTION AUTHORIZING THE RENEWAL OF AN INTERMUNICIPAL AGREEMENT WITH MONROE COUNTY FOR THE SUPPLY OF ELECTRICITY AND NATURAL GAS TO TOWN FACILITIES On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, a resolution was adopted authorizing Supervisor to renew the Intermunicipal Agreement with Monroe County for the supply of electricity and natural gas to Town facilities for the time period September 1, 2020 to August 31, 2025. Comptroller Diana Marsh stated that this is the second renewal with the Energy Aggregation Group. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-189 7A2020-17 RESOLUTION AUTHORIZING THE ANNUAL AUDIT OF THE TOWN COURTS On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted affirming that the annual audit performed by The Bonadio Group includes an examination of the Town Court and a separate document summarizing the examination of the Town Courts, a copy of which shall be filed with the NYS Office of Court Administration. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-190 7A2020-18 RESOLUTION APPROVING DRY-CLEANING SERVICES WITH JULIAN’S DRY CLEANERS On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted authorizing Julian’s Dry Cleaners to be the vendor of choice for the cleaning of the honor guard uniforms pursuant to Section 3.7 of the current contract between the Town of Irondequoit and the Nightstick Club P.B.A. REGULAR TOWN BOARD MEETING JULY 21, 2020 109 UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-191 7A2020-19 RESOLUTION AUTHORIZING THE PURCHASE OF A LICENSE PLATE READER AND THE ASSOCIATED APPROPRIATION TRANSFER AND AMENDMENT WITHIN THE 2020 POLICE DEPARTMENT BUDGET On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted authorizing the transfer of $3,071.60 from the Police Fuel Budget to Police Miscellaneous Equipment Budget for the purchase of a License Plate Reader and allocating $15,410 to purchase the License Plate Reader from Vigilant Solutions. Chief Alan Laird explained that this purchase is possible through the monies provided by the Department of Homeland Security. There will be no financial impact to the Town. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-192 7A2020-20 RESOLUTION ENTERING INTO AN AGREEMENT WITH CARFAX FOR POLICE PROGRAM On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted authorizing the Chief of Police to execute any and all documents necessary to enter into the CARFAX for Police Program as approved by the Town Attorney. Chief of Police Alan Laird explained that this is an online program through CARFAX’s website where the Department can get information to assist in investigations regarding criminal activity. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-193 7A2020-21 RESOLUTION AUTHORIZING THE APPROVAL FOR EDUCATIONAL EXPENSES On a motion made by Councilmember Wehner, seconded by Councilmember Perticone, a resolution was adopted authorizing reimbursement to Sgt. Andrew Whitaker for the satisfactory completion of courses for the 2020 Spring Session in Utica College’s online Cybersecurity BS Degree Program in the amount of $2,223.52, pursuant to the current contract between the Town and the Nighstick Club P.B.A., Article 15, Section I, ratified on March 13, 2020. Chief of Police Alan Laird explained that this is a negotiated item for Sgt. Whitaker who successfully completed two courses online and will be reimbursed up to 80% pursuant to the current contract. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-194 7A2020-22 RESOLUTION AUTHORIZING THE PURCHASE OF ONE FORD UTILITY POLICE INTERCEPTOR ALL WHEEL DRIVE VEHICLE On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted authorizing the purchase of one new 2021 Ford Utility Police Interceptor All Wheel Drive vehicle from Van Bortel Ford in the amount of $36,886.55. Chief of Police Alan Laird explained that this is a budgeted item for a replacement vehicle for one that was involved in a motor vehicle accident and was unrepairable. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-195 REGULAR TOWN BOARD MEETING JULY 21, 2020 110 7A2020-23 RESOLUTION AUTHORIZING THE CHIEF OF POLICE TO ENTER INTO AN AGREEMENT WITH THE NYS DIVISION OF CRIMINAL JUSTICE SERVICES On a motion made by Councilmember Freeman, seconded by Councilmember Perticone, a resolution was adopted authorizing the Police Chief to enter into an agreement with the NYS Division of Criminal Justice Services regarding access to criminal history, wanted, and/or missing persons information and to enter into any extensions thereof. Chief of Police Alan Laird explained that the Department has had an ongoing agreement with DCJS regarding access to criminal history information. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-196 7A2020-24 RESOLUTION AUTHORIZING ATTENDANCE TO TASER INSTRUCTOR RE-CERTIFICATION COURSE On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted authorizing Sgt. Andrew Whitaker, Investigator Bradley Lape and Officer Thomas Fitzak to attend the one-day Taser Instructor Re-Certification class to be held at Axon, International in Ontario County, NY on August 24, 2020 at an approximate cost of $1,485. Chief of Police Alan Laird explained that this will allow the attending officers to provide instruction to all the Taser Certified Officers within the Department. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-197 7A2020-25 RESOLUTION AUTHORIZING THE SUPERVISOR TO EXECUTE A CONTRACT FOR LEGAL SERVICES RELATED TO COMPLIANCE WITH CHAPTER 96 OF 2020 On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, a resolution was adopted authorizing the Supervisor to enter into contract with Coughlin & Gerhart, LLP for legal services related to compliance with Chapter 96 of 2020. Supervisor Seeley explained that a recent State law made significant changes in regards to what types of employee records are to be confidential, specifically those of law enforcement personnel. Many of those records that were once confidential are now non-confidential and subject to a Freedom of Information Law request. The Town is looking to procure services from a firm that specializes in FOILs with regard to this matter. A Request for Proposals was sent out to three firms and Coughlin & Gerhart, LLP was selected. It is the Board’s intent to recommend a Town contract with Coughlin & Gerhart, LLP to assist the Town in complying with Chapter 96 of 2020. This Contract will expire on December 31, 2020. The Town can renew it after the expiration date. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-198 PUBLIC HEARINGS 7PH2020-1 ON THE MATTER OF GRANTING A SPECIAL USE PERMIT 7:35 PM FOR 2012 E. RIDGE ROAD IN A C-BUSINESS DISTRICT On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, the Public Hearing was opened at 7:35 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Director of Community Development Kerry Ivers explained that the property owner wants to convert the first floor from retail space to a residential dwelling unit to create a multi-family REGULAR TOWN BOARD MEETING JULY 21, 2020 111 structure. A Special Use Permit is required for this use and because the lot will have multiple buildings on it. The owner of the parcel, Michael Alesi, stated that he bought the property in 2012. It was a house at one time and an apartment is on the seond floor. In 2012 there was a UPS package store on the first floor which vacated the property shortly after Mr. Alesi purchased it. It remained empty for about a year and a half. There was a bait shop and a mattress store in there for short periods of time. One problem with the parcel is that parking is very limited in front and the parcel is relatively small which makes it hard to find just the right tenant. Mr. Alesi stated he would like to turn it into a spacious two-bedroom apartment. He feels the parking would be ample for this type of use and there is parking in the rear. Director Ivers noted that the Planning Board was referred on this project and the Board issued a positive referral with the condition that it goes to the Planning Board for site plan review. They have issues with the parking, the façade and signage. Public Hearing Public Input: Due to the COVID-19 pandemic, the public could not attend the Public Hearing but was invited to call in via Zoom and raise their hand to share comments. No one spoke for or against the matter. On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, the Public Hearing was closed at 7:42 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED 7PH-1A RESOLUTION APPROVING A SPECIAL USE PERMIT FOR 2012 E. RIDGE ROAD IN A C-BUSINESS DISTRICT On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted approving the Special Use Permit for 2012 E. Ridge Road in a C- Business District. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-199 7PH2020-2 ON THE MATTER OF CONSOLIDATED SEWER DISTRICT 7:36 PM EXTENSION TO INCLUDE 166 ST. JOSEPH STREET On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, the Public Hearing was opened at 7:43 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Commissioner of Public Works Robert Kiley explained that this Public Hearing would allow any current Town resident to voice any concerns they might have. The owners of 166 St. Joseph Street have not connected yet to the Sewer District. Public Hearing Public Input: Due to the COVID-19 pandemic, the public could not attend the Public Hearing but was invited to call in via Zoom and raise their hand to share comments. No one spoke for or against the matter. On a motion made by Councilmember Wehner, seconded by Councilmember Perticone, the Public Hearing was closed at 7:44 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED 7PH-2A RESOLUTION APPROVING THE EXTENSION OF THE CONSOLIDATED SANITARY SEWER DISTRICT TO INCLUDE 166 ST. JOSEPH STREET On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted approving the extension of the Consolidated Sewer District to include 166 St. Joseph Street, the total construction costs of which shall be paid for by the owner. REGULAR TOWN BOARD MEETING JULY 21, 2020 112 UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-200 7PH2020-3 ON THE MATTER OF CONSOLIDATED SEWER DISTRICT 7:37 PM EXTENSION TO INCLUDE 137 SENECA PARK AVENUE On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, the Public Hearing was opened at 7:45 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Commissioner of Public Works Robert Kiley explained that this Public Hearing would allow any current Town resident to voice any concerns they might have. The property at 137 Seneca Park Avenue is adjacent to 166 St. Joseph Street. Public Hearing Public Input: Due to the COVID-19 pandemic, the public could not attend the Public Hearing but was invited to call in via Zoom and raise their hand to share comments. No one spoke for or against the matter. On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, the Public Hearing was closed at 7:46 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED 7PH-3A RESOLUTION APPROVING THE EXTENSION OF THE CONSOLIDATED SANITARY SEWER DISTRICT TO INCLUDE 137 SENECA PARK AVENUE On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, a resolution was adopted approving the extension of the Consolidated Sewer District to include 137 Seneca Park Avenue, the total construction costs of which shall be paid for by the owner. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-201 7A2020-26 RESOLUTION CALLING FOR A PUBLIC HEARING CONCERNING ADOPTION OF A LOCAL LAW STANDARDIZING NEW GRINDER PUMPS BY RESIDENTS FOR CONNECTION TO SANITARY SEWER Supervisor Seeley motioned to propose a Local Law regarding standardizing grinder pumps to amend Chapter 180, Article IV, of the Irondequoit Town Code pertaining to standards for connection to the public sewer. Town Board Member Wehner moved to accept the proposed Local Law and Councilmember Romeo seconded the motion. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, a resolution was adopted scheduling a Public Hearing to be held on August 18, 2020 at 7:35 PM on the matter of adopting a Local Law standardizing new grinder pumps for residents connecting to the sanitary sewer. Supervisor Seeley noted that the proposed Local Law had been given to the Board Members. Deputy Commissioner of Public Works Erin Magee explained that future residents that connect with the use of a grinder pump would standardize the type of pump that could be used by private residences. A list of at least two pumps will be maintained for the standardization. Supervisor Seeley noted that a new sewer district is being created for Bay Shore Drive. Approximately 30 residences in that area are currently on septic. REGULAR TOWN BOARD MEETING JULY 21, 2020 113 UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-202 7A2020-27 RESOLUTION REGARDING SANITARY SEWER EASEMENT AGREEMENT WITH POINT PLEASANT ESTATES CONDOMINIUM On a motion made by Councilmember Wehner, seconded by Councilmember Romeo, a resolution was adopted approving and accepting permanent sanitary sewer easement agreement from Common Elements of Point Pleasant Estates Condominium, located at Point Pleasant Circle, Rochester, NY 14622. Commissioner of Public Works Robert Kiley stated that since Point Pleasant Estates Condominiums have been constructed, the Town has been maintaining the sanitary main and pump station associated with that complex. The paperwork regarding the sanitary sewer easement was never filed back in the late 1990s. In order to continue to move through the REDI grant for the replacement of several pumps in that pump station, the Town needs to firm up the easements which the Town has had but were never filed. This will formilize the Town’s ownership of the sanitary main and the sanitary pump stations which the Town has been maintaining. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-203 7A2020-28 RESOLUTION AUTHORIZING THE SUPERVISOR TO ENTER INTO AN INTERMUNICIPAL AGREEMENT WITH THE CITY OF ROCHESTER On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted authorizing the Supervisor to enter into an Intermunicipal Agreement for the Project with the City of Rochester in substantial form as attached hereto as Schedule A, subject to the City’s completion of SEQRA review. Commissioner of Public Works Robert Kiley explained that this resolution authorizes the Supervisor to enter into an Agreement with the City with regard to improving portions of the Summerville area, including St. Paul Blvd., Summerville Wastewater Pump Station, Coast Guard Station, Sheriff Marine Unit and a fishing access area. The Town will be required to make a 5% local cost match ($12,500) for all expenses related to the Town’s portion of the Project. Commissioner Kiley noted that the Town will also partner with the City for a 50/50 split for the construction and installation of several additional retaining walls near the fishing access. Councilmember Romeo noted that it is very nice to receive grant funds and to administer those funds is a lot of work. She thanked Commissioner Kiley and his staff for all their hard work. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-204 7A2020-29 RESOLUTION AUTHORIZING THE SUPERVISOR TO ENTER INTO AN AGREEMENT TO PROVIDE MAT RENTAL AND CLEANING SERVICES FOR VARIOUS TOWN FACILITIES On a motion made by Councilmember Perticone, seconded by Councilmember Wehner, a resolution was adopted authorizing the Supervisor to enter into an agreement with UniFirst Corporation for a three-year term. Supervisor Seeley thanked Commissioner Kiley and Deputy Commissioner Magee for their work on this service. Contracting with UniFirst Corporation is at a lower rate than the previous service, saving the Town money. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-205 7A2020-30 RESOLUTION APPROVING THE AMERICAN RED CROSS TO HOLD A BLOOD DRIVE AT THE IRONDEQUOIT TOWN HALL REGULAR TOWN BOARD MEETING JULY 21, 2020 114 On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted approving the Special Event License for the American Red Cross to conduct their Irondequoit Town Hall Blood Drive on August 20, 2020 from 11:00 AM to 4:30 PM in the Irondequoit Town Hall Broderick Room. Supervisor Seeley stated that the Drive will include antibody testing upon request. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-206 Next Board meetings are: Tuesday, August 11, 2020 Workshop Meeting @ 4 PM Tuesday, August 18, 2020 Regular Town Board Meeting @ 7 PM (Locations to be determined) On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, the Regular Town Board Meeting was adjourned at 7:58 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Respectfully submitted, Barbara J. Genier Resolution No. 2020 - ________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A LOCAL LAW TO AMEND CHAPTER 180, ARTICLE IV OF THE CODE OF THE TOWN OF IRONDEQUOIT RELATING TO THE STANDARDS FOR CONNECTION TO THE PUBLIC SEWER At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, at a regular meeting of the Town Board, Town Supervisor Seeley motioned to propose a Local Law amending Chapter 180, Article IV of the Town Code pertaining to standards for connection to the public sewer; and WHEREAS, the Town Board adopted a resolution on July 21, 2020 calling for a public hearing to be held on August 18, 2020 at 7:35pm to hear all interested parties on said proposed Local Law; and WHEREAS, notice of said public hearing was duly published in the Irondequoit Post, the official newspaper of the Town, and posted as required by law; and WHEREAS, said public hearing was held on August 18, 2020 and all parties in attendance were permitted the opportunity to speak on behalf of or in opposition to said proposed Local Law; and WHEREAS, the Town Board received written copy of the proposed Local Law (Attachment “A”) via electronic mail at least 10 days before this meeting (excluding Sundays), pursuant to Municipal Home Rule Section 20(4); and WHEREAS, the Town Board, after due deliberation, finds it in the best interest of the Town of Irondequoit to adopt said Local Law. NOW THEREFORE BE IT RESOLVED, that the Town Board hereby adopts said Local Law __ of 2020, amending Chapter 180, Article IV of the Code of the Town of Irondequoit, relating to the standards for connection to the public sewer, town property, and the Town Clerk is hereby directed to enter said Local Law in the minutes of this meeting and in the Local Law Book of the Town of Irondequoit, and to give due notice of the adoption of said Local Law to the New York Secretary of State and post the same as required by the Irondequoit Town Code. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ 8934188_1 PROPOSED LOCAL LAW NO. ___ OF 2020 TO AMEND CHAPTER 180 ARTICLE IV OF THE TOWN OF IRONDEQUOIT TOWN CODE Be it enacted by the Town Board of the Town of Irondequoit as follows: Section 1. Paragraph “A” of Section 180-24 of the Code of the Town of Irondequoit, pertaining to standards for connection to the public sewer, is hereby amended by adding the matter shown in bold font (underscored) as follows: A. Specifications. The connection of the building sewer into the public sewer shall conform to the requirements of the State Building Construction Code or other applicable rules and regulations of the Town or the procedures set forth in appropriate specifications of the A.S.T.M. and the W.P.C.F. Manual of Practice No. 9 or any amendments, changes or supplements thereto which may then be in effect. All such connections shall be made gastight and watertight. Any new grinder pump that is installed shall be of a make and model prescribed by the Superintendent and specified on a list maintained by the Superintendent, to be provided to any person upon request to the Superintendent. Any deviation from the prescribed procedures and materials must be approved by the Superintendent before installation. Section 2. This law shall be effective upon filing with the Secretary of State of New York, as required by the Municipal Home Rule Law. Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING A SPECIAL USE PERMIT FOR 1233 & 1267 E. RIDGE ROAD IN A M – MANUFACTURING DISTRICT. At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, BME Associates, acting as agent has submitted an application to obtain a special use permit at 1233 & 1267 E. Ridge Road in a M – Manufacturing District to redevelop a single- use commercial building into a mixed-use commercial building which requires a special use permit pursuant to section §235-36.1(J) of the Town of Irondequoit Code; WHEREAS, the Application was reviewed and discussed at the Town Planning Board Workshop held on July 27, 2020 and the Town Planning Board issued comments and a report on the issuance of a Special Use Permit to the Town Board dated July 28, 2020 recommending a Positive Referral of the Special Use Permit with the recommendation that this will be a good reuse of the parcels; WHEREAS, a public hearing was held by the Town Board, pursuant to Section 274-b of New York State Town Law, on August 18, 2020 at the Irondequoit Town Hall, 1280 Titus Avenue, in the Town of Irondequoit, New York, at 7:35pm, where the facts in support of the requested Special Use Permit were presented and where public input was received and thereafter the public hearing was closed (the “Public Hearing”); and WHEREAS, pursuant to the New York State Environmental Quality Review Act and its implementing regulations (collectively, “SEQRA”), the Special Use Permit is classified as a Type II Action pursuant to 6 NYCRR § 617.5(c)(18) (reuse of a residential or commercial structure, or of a structure containing mixed residential and commercial uses, where the residential or commercial use is a permitted use under the applicable zoning law or ordinance, including permitted by special use permit, and the action does not meet or exceeds any of the thresholds in section 617.4 of this Part) and no SEQRA review is required. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby approves the Special Use Permit/disapproves the Special Use Permit/approves the Special Use Permit with the following conditions______________. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ RONDEQUOITc1&v ffc4 TO: The Honorable Town Board FROM: Keny Ivers, Director of Development Se Division of Planning & Zoning DATE: July 28, 2020 SUBJECT: SPECIAL USE PERMIT —1233 & 1267 E. Ridge Road. At their regularly scheduled meeting on Monday, July 27, 2020, the Planning Board reviewed the matter of request by BME Associates, acting as agent, for a Special Use Permit, to redevelop a single -use commercial building into a mixed -use commercial building with related site improvements, located at 1233 & 1267 E. Ridge Road, in an M- Manufacturing District. On Motion by Board Member READ, Seconded by Board Member BLOCCHI, Motion Carried: 7 Aye, 0 Nay, 0 Absent, 0 Abstained. The Planning Board offered a POSITIVE REFERRAL to the Town Board with the recommendation that this will be a good reuse of the parcels. KI/mkn 1280 TITUS AVENUE • ROCHESTER, NEW YORK 14617 • PHONE: (585) 336-6017 W W W.IRONDEQUOIT.ORG CityPlace 50 West Main Street •Suite 1150 • Rochester, New York 14614 (585) 753-2000 • fax: (585) 753-2002 • www.monroecounty.gov • e-mail: mcplanning@monroecounty.gov Department of Planning & Development Monroe County, New York Adam J. Bello County Executive Ana J. Liss Director To:Town of Irondequoit Municipal Board From:Patrick Gooch, Senior Planner Date:July 24, 2020 Subject:1233 & 1267 E. Ridge Road; Special Use Premit for Re-development of +/- 11,000SF Rite Aid building into a mix of retail and restaurant uses and construction of a new +/-2,500SF restaurant. MCDP&D Response to Development Review Referral (IR20004) Review Authority and Response: General Municipal Law:☒ Section 239-m (Zoning)☐ Approval ☐ Modification ☐ Disapproval ☒ Comment ☐ No Comment ☐ Section 239-n (Subdivision)☐ Approval ☐ Modification ☐ Disapproval ☐ Comment ☐ No Comment County Charter:☐ Section C5-4.A (Airport)☐ Approval ☐ Approval with Conditions ☐ Disapproval ☐ Section C5-4.C (Advisory Review)☐ Comment ☐ No Comment Previously Reviewed by MCD&P (if yes, previous referral response applies to this referral): ☐ Yes ☒ No Referred to the Development Review Committee (DRC) (If yes, DRC Project Review Report attached): ☒ Yes ☐ No MCDP&D Comments: 1. Applicants are encouraged to contact other County Departments and non-county agencies to ensure all permitting requirements for this project have been satisfied. If you have any questions regarding this review, please contact me at 585-753-2032 or PatrickGooch@monroecounty.gov. xc:Development Review Committee 1267 E Ridge Holdings LLC, Ridge Portland Rochester LLC Peter Vars, P.E., BME Associates Monroe County Planning & Development CityPlace 50 West Main Street •Suite 1150 • Rochester, New York 14614 (585) 753-2000 • fax: (585) 753-2002 • www.monroecounty.gov • e-mail: mcplanning@monroecounty.gov PROJECT REVIEW REPORT Monroe County Development Review Committee July 24, 2020 Subject: Attachment to File IR20004 1233 & 1267 E. Ridge Road 1233 E Ridge Rd, Rochester 14621 The Monroe County Development Review Committee (DRC) has reviewed the subject application and have the following comments that need to be addressed prior to submission of final plans for approval. Monroe County Department of Health (MCDOH), Contact John Frazer (753-5476) with questions. 1. The proposed project may require a backflow preventer. An engineer’s report shall be submitted to the supplier of water to determine the degree of hazard and the need for backflow prevention. 2. If the proposed project contains a food service establishment, plans must be submitted to and approved by the Monroe County Department of Public Health. For further information contact the Food Protection Section at 585-753- 5064. 3. Plans for any extension or relocation of water main or sanitary sewer must be submitted to and approved by the Monroe County Department of Public Health. 4. The proposed project is located in the proximity of a current or former Waste Site. The applicant will need to conduct an investigation to determine any potential impact(s) of the site on the project. Monroe County Department of Transportation (MCDOT), Contact John Raymond (753-7711) with questions. 1. Please submit one complete package, including full size (22"x34") site plans and any traffic data prepared for the Town to MCDOT Permits for review, and we will respond under separate cover. Monroe County Department of Environmental Services (MCDES), Division of Pure Waters, Contact Richard Bianchi (753- 7614) with questions. 1. Please be advised that Monroe County Pure Waters (MCPW) must review and approve plans for any site development / new construction in the “Irondequoit Bay South Central Pure Waters District”. 2. Plan resides within our “Irondequoit Bay South Central Pure Waters District”- formal Plans to be sent to MCPW. Engineer to complete the PW-2 abbreviated form. Monroe County Industrial Waste Division will need to see that grease trap or oil/water separator is included within the design of this project. They will ask for – A.) Interior plumbing plans. B.) Manufacturer cut-sheet(s) for separator. C.) Sizing calculations for any grease trap or oil/water separator. 3. Once the plans are received from the Engineer, it will be logged and reviewed by Pure Waters as a Master Plan / Capacity Stamp review. The stamp block must be added to the utility plan. The block must be minimum 1.5" tall by 3.5" wide to accommodate the stamp. The title outside of the block should be “Irondequoit Bay South Central Pure Waters District”. New York State Department of Transportation (NYSDOT), Contact Zachary Starke (272-3472) with questions. 1. This project was not sent to New York State Department of Transportation for review. Applicants should verify with this agency that they do not have jurisdictional requirements for this project. MONROE COUNTY DIVISION OF PURE WATERS IRONDEQUOIT BAY SOUTH CENTRAL or NORTHWEST QUADRANT-PURE WATERS DISTRICT Application for approval of plans for the apartments, industrial and commercial developments. 1. Name of Project: 2. Type of project: 3. Address: 4. Town: 5. Name of Owner: Street Address: Town/Village: State: NY Zip: 6. Zoning Classification: 6a. Area: 7. Number of Lots: Average Lot Size: 8. Number of Connections: 9. Estimated Sewage flow at full development: Average Sanitary Flow (GPD): GPD x 2 = Peak San. Flow GPD Type of Flow: Domestic Industrial 10. If Industrial sanitary flow, describe use of building(s) and content of waste stream: 11. a.) Is a Grease Trap(s) required for the building(s)? Yes No b.) Is an Oil Separator(s) required for the building(s)? Yes No If answered “yes” to 11a and/or 11b, provide plumbing floor plan(s) and calculations for sizing & selection of oil water separator(s) &/or grease trap(s). Also provide cut sheet(s)/detail(s) for oil separator and/or grease trap. 12. Will there be a pool? Yes No If yes, provide discharge information (backflush rates and frequency, emptying rate and frequency) information below: 13. What provisions are made for: Floor drainage: Foundation drainage: 14. When is it expected that building(s) be constructed: The information & plans submitted with this application were prepared by me or under my supervision. Name: Street Address: City: State: Zip: , P.E. – OR – L.S. Signature Signature License No.: Date: PW-2 abbreviated Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A FIRE MARSHAL At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, due to a retirement, there is an opening for a full time Fire Marshal; and WHEREAS, the Director of Community Development recommends the appointment of George Nalivyko to the position of Fire Marshal in the Department of Community Development; and WHEREAS, this is classified by the Monroe County Civil Service Department as a competitive position and George Nalivyko participated in the exam and scored within the top three on the list; and WHEREAS, pursuant to Town Code Section 98-4(B), the Town Board has determined that George Nalivyko is qualified to serve as Fire Marshal of the Town. NOW, THEREFORE BE IT RESOLVED, that the Town Board appoints George Nalivyko as a full time Fire Marshal at an annual rate of $62,000.00 to be paid from budget code 001.3410.0100.1100. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A PART TIME SCHOOL TRAFFIC GUARD IN THE IRONDEQUOIT POLICE DEPARTMENT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, due to a vacancy, there is an opening for a part time School Traffic Guard in the Irondequoit Police Department; and WHEREAS, the School Traffic Guard Coordinator has interviewed several qualified candidates and has chosen to hire Lucinda Scalia as a part time School Traffic Guard; and NOW, THEREFORE BE IT RESOLVED, that the Town Board approves the appointment of Lucinda Scalia as a part time School Traffic Guard at an hourly rate of $11.80 to be paid from budget code 001.3120.0105.1100. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ EXTRACT OF MINUTES OF THE TOWN BOARD MEETING ADOPTING A RESOLUTION AUTHORIZING THE APPOINTMENT OF AN ALTERNATE MEMBER TO THE TOWN ZONING BOARD OF APPEALS At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020, at 7:00P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _________ offered the following resolution and moved its adoption: WHEREAS, pursuant to Chapter 46 of the Irondequoit Town Code, the Town Board may appoint alternate members to serve on the Planning Board and the Zoning Board of Appeals; and WHEREAS, the position of Zoning Board of Appeals - alternate is currently vacant; and WHEREAS, the Town Board desires to fill this vacancy by appointing Isaac Elliott to serve out the remainder of the alternate Zoning Board of Appeals member’s term, which will expire on December 31, 2019; and NOW, THEREFORE, BE IT RESOLVED, that the Irondequoit Town Board approves the appointment of: Isaac Elliott to the Zoning Board of Appeals – Alternate for a term to expire December 31, 2022. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting __________ Town Board Member Perticone voting __________ Town Board Member Romeo voting __________ Town Board Member Freeman voting __________ Town Supervisor Seeley voting __________ Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A POLICE CAPTAIN IN THE IRONDEQUOIT POLICE DEPARTMENT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, due to a vacancy, there is an opening for a Police Captain in the Irondequoit Police Department; and WHEREAS, the Chief of Police has interviewed several qualified candidates and has chosen to appoint Mark Jesske as a Police Captain and WHEREAS, Mark Jesske is currently reachable on the Monroe County Civil Service certified list of eligibles for Police Captain; and NOW, THEREFORE BE IT RESOLVED, that the Town Board approves the appointment of Mark Jesske as a Police Captain at an annual rate of $141,000.00 to be paid from budget code 001.3120.0100.1100. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A POLICE CAPTAIN IN THE IRONDEQUOIT POLICE DEPARTMENT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, due to a vacancy, there is an opening for a Police Captain in the Irondequoit Police Department; and WHEREAS, the Chief of Police has interviewed several qualified candidates and has chosen to appoint Jessica Franco as a Police Captain and WHEREAS, Jessica Franco is currently reachable on the Monroe County Civil Service certified list of eligibles for Police Captain; and NOW, THEREFORE BE IT RESOLVED, that the Town Board approves the appointment of Jessica Franco as a Police Captain at an annual rate of $141,000.00 to be paid from budget code 001.3120.0100.1100. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE PROVISIONAL APPOINTMENT OF AN ASSISTANT FIRE MARSHAL At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18TH day of August 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, due to a promotion, there is an opening for a full time Assistant Fire Marshal; and WHEREAS, the Director of Community Development recommends the appointment of William Dyrland to the position of Assistant Fire Marshal in the Department of Community Development; and WHEREAS, per Civil Service Rules, when the test is administered William Dyrland must participate and score within the top three in order to remain in this title. NOW, THEREFORE BE IT RESOLVED, that the Town Board authorizes the provisional appointment of William Dyrland as a full time Assistant Fire Marshal at an annual rate of $51,500.00 to be paid from budget code 001.3410.0100.1100. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD CALLING FOR A PUBLIC HEARING ON THE MATTER OF GRANTING A SPECIAL USE PERMIT FOR 1115 E. RIDGE ROAD IN A M-MANUFACTURING DISTRICT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, upon the matter of request by Bohler Engineering, acting as agent, Chick-fil-A, for a Special Use Permit, for a restaurant use with outdoor dining and drive thru located at 1115 E. Ridge Road (the “Project”), with related site improvements; and WHEREAS, under § 235-36.1(H) of the Irondequoit Town Code, Restaurants, eating or drinking establishments (grills, bars, etc.); take-out food businesses; and drive-in hamburger, ice cream, food or beverage stands requires a Special Use Permit in the M-Manufacturing District; and WHEREAS, such Special Use Permit may be approved by the Irondequoit Town Board pursuant to Town Law § 274-b; and WHEREAS, pursuant to Town Law § 271(14)(a), the Town Board may by resolution provide for the reference of any matter or class of matters to the Planning Board before final action is taken thereon. NOW, THEREFORE, BE IT RESOLVED, the Town Board shall hold a public hearing on this Special Use Permit application on September 15, 2020 at 7:35 p.m. at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit. AND, THEREFORE, BE IT FURTHER RESOLVED, that the Town Board refers the application for a Special Use Permit for 1115 E. Ridge Road to the Planning Board for its reference and report thereon, which report the Town Board requests to be so provided at or after the public hearing scheduled for September 15, 2020. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ 17 Computer Drive West Albany, NY 12205 518.438.9900 70 Linden Oaks, Third Floor, Suite 15 Rochester, NY 14625 585.866.1000 www.BohlerEngineering.com Via Overnight Delivery July 29, 2020 Town of Irondequoit 1280 Titus Avenue Rochester, New York 14617 Attention: Kerry Ivers, Director of Development Services Re: Proposed Chick-fil-A Redevelopment – Special Use Permit Application Package 1115 East Ridge Road Town of Irondequoit, NY Dear Ms. Ivers, On behalf of our client, Chick-fil-A, Inc., we are pleased to submit the attached Special Use Permit Applications to the Town Board for the subject project. Included in this email please find the following items in support of our application: A. Ten (10) signed copies of the “Town of Irondequoit Application to the Town Board”, dated July 28, 2020. B. Two (2) signed copies of the “Owner Authorization”, dated July 24, 2020, prepared by Donohoe Management. C. Ten (10) signed copies of the Short Environmental Assessment Form dated March 23, 2020. D. Ten (10) copies of the “Project Narrative”, dated July 24, 2020, prepared by Bohler Engineering. E. Ten (10) copies of the “Special Use Permit Narrative”, dated July 28, 2020, prepared by Whiteman Osterman & Hanna, LLP. F. Ten (10) copies of the “SEQRA Narrative”, dated July 28, 2020, prepared by Whiteman Osterman & Hanna, LLP. G. Ten (10) copies of the “Comprehensive Plan Narrative”, dated July 28, 2020, prepared by Whiteman Osterman & Hanna, LLP. H. Ten (10) copies of the “Traffic Memo”, dated March 26, 2020, last revised July 14, 2020, consisting of thirty-three (33) sheets, prepared by SRF Associates. I. Ten (10) 11’’x17’’ copies of the “Floor Plan”, dated July 22, 2020, prepared by Chick-fil-A, Inc. J. Ten (10) 11’’x17’’ copies of the “Exterior Elevations”, dated August 09, 2019, consisting of two (2) sheets, prepared by Chick-fil-A, Inc. K. Ten (10) 11’’x17’’copies of a plan entitled “Site Plan Render”, dated March 19, 2020, last revised July 27, 2020, prepared by Bohler Engineering. L. Ten (10) 24’’x36’’copies of the plans entitled “Site Plan”, dated March 6, 2020, last revised July 27, 2020, prepared by Bohler Engineering. M. Ten (10) copies of a survey entitled “Survey Map Of The Lands Of Kerry Ventures Portland, LLC”, included within the “Site Development Plans”, including a legal description of the subject property, dated March 8, 2019, last revised June 21, 2019, prepared by Ausfeld & Waldruff Land Surveyors, LLP. N. One (1) check in the amount of $350.00 for the Special Use Permit Application fee. O. A CD containing an electronic copy of the materials listed above. We look forward to presenting this project at the next available Town Board Meeting. If you have any questions, please do not hesitate to contact our office. www.BohlerEngineering.com Sincerely, BOHLER ENGINEERING MA, LLC Timothy C. Freitag, P.E. Cc: Clint Mattson, Chick-fil-A, Inc. (via e-mail) TOWN OF IRONDEQUOIT APPLICATION TO THE TOWN BOARD PROJECT ADDRESS TOTAL AREA OF PROJECT SITE TAX ID NO. ZONING DISTRICT PROPERTY OWNER (Print) PHONE ADDRESS ZIP CODE E-MAIL ADDRESS FAX NO. APPLICANT (Print) PHONE ADDRESS ZIP CODE E-MAIL ADDRESS FAX NO. AGENT PHONE ADDRESS ZIP CODE E-MAIL ADDRESS FAX NO. DESCRIPTION OF PROJECT APPLICANT (or Agent) SIGNATURE DATE IMPORTANT NOTICE: Applicants and/or their representatives must appear at the Meeting to present their case to the Town Board. REMARKS: FEE $ DATE OF HEARING CASE NO. OTHER BOARD REFERRALS DATES A sign (provided by the Town must be posted on the property for at least (10) days prior to the scheduled Public Hearing. RE DATE 1115 East Ridge Road ±2.23 Acres (Lease Parcel) 91.08-1-46.2 Manufacturing (M) Kerry Ventures Portland, LLC Chick-fil-A, Inc. (Contact:Clint Mattson)770-480-6316 5200 Buffington Road, Atlanta, GA 30349 clint.mattson@cfacorp.com Bohler Engineering (Contact: Tim Freitag) 518-438-9900 17 Computer Drive West, Albany, NY 12205 trfreitag@bohlereng.com 518-438-0099 The applicant is seeking a Special Use Permit for a restaurant use with outdoor dining and drive thru in the Manufacturing (M) zoning district. Please refer to attached project narrative for full project description. $350 SUBMISSION REQUIREMENTS FOR APPLICATIONS. Re-Zoning applications must be submitted to the Town Supervisor’s Office. Special Use Permits must be submitted to the Planning and Zoning Department. ALL APPLICATIONS REQUIRE THE FOLLOWING: A COMPLETED APPLICATION FORM A COMPLETED EAF SHORT FORM PROOF OF: OWNERSHIP, LEASE AGREEMENT, ACCEPTED PURCHASE OFFER OR WRITTEN CONSENT FROM PROPERTY OWNER (2 COPIES) A. LETTER OF INTENT B. SITE PLAN(s) C. FLOOR PLAN(s)/ELEVATIONS D. LEGAL DESCRIPTION OF PROPERTY (FOR RE-ZONING PARCELS) COPIES REQUIRED: APPLICATION FEES: SEE FEE SCHEDULE RE-ZONING: SEE FEE SCHEDULE 22 COPIES OF A, B & D AT THE PUBLIC HEARING: At the scheduled public hearing, applicants and their representatives are required to present their case and answer questions from the Board. The Board then entertains public comment in favor and in opposition to the application, as well as general questions. The applicants will then have the opportunity to answer any questions raised and rebut any comments. The Board deliberates each case that evening and renders decisions, unless a case is adjourned or tabled. Seven (7) copies of any additional information (that was not earlier submitted) must be handed in during the public hearing. SPECIAL USE PERMITS: 18 COPIES OF A, B & C Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. 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. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor:Telephone: E-Mail: Address: City/PO: State: Zip Code: 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2. Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: NO YES 3. a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres Check all land uses that occur on,DUHadjoining RU near the proposed actioQ  8UEDQRural (non-agriculture),ndustrial Commercial Residential (suburban) $TXDWLF2WKHU 6SHFLI\ ƑForest Agriculture ƑParkland Town Board - Special Use Permit , Town Zoning Board - Area Variance, Town Planning Board - Site Plan Approval, Building Permit; Monroe County Department of Health, NYSDEC - SPEDES GP-0 20 001 Monroe County DOT - Highway Work Permit Proposed Restaurant with outdoor dining and Drive-Thru Service redevelopment 1115 East Ridge Road, Town of Irondequoit, New York, 14621 See attached narrative. Chick-fil-A, Inc. (Contact: Clint Mattson) (770-402-5282) clint.mattson@cfacorp.com 5200 Buffington Atlanta GA 30349 ✔ ✔ ±2.26 ±1.81 ±2.26 ✔✔ Page 2 of 3 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES a. Will the proposed action result in a substantial increase in traffic above present levels? EAre public transportation services available at or near the site of the proposed action? FAre any pedestrian accommodations or bicycle routes available on or near WKHsite of the proposed action? NO YES 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable ZDWHU: _________________________________________ _____________________________________________________________________________________________ NO YES 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES D'RHVWKHSURMHFWVLWHFRQWDLQRULVLWVXEVWDQWLDOO\FRQWLJXRXVWRDEXLOGLQJDUFKDHRORJLFDOVLWHRUGLVWULFW ZKLFKLVOLVWHGRQWKH1DWLRQDORU6WDWH5HJLVWHURI+LVWRULF3ODFHVRUWKDWKDVEHHQGHWHUPLQHGE\WKH &RPPLVVLRQHURIWKH1<62IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRUOLVWLQJRQWKH 6WDWH5HJLVWHURI+LVWRULF3ODFHV" DUFKDHRORJLFDOVLWHVRQWKH1<6WDWH+LVWRULF3UHVHUYDWLRQ2IILFH 6+32 DUFKDHRORJLFDOVLWHLQYHQWRU\" NO YES  D. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? EWould the proposed action physically alter, or encroach into, any existing wetland or waterbody? 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The property is currently developed as a retail office supplier, also known as “Staples” with shared access to a larger Home Depot shopping center. The project redevelopment area is currently developed with a former ±18,000 SF building that is proposed to be demolished along with associated parking, utilities, and site appurtenances. A new ±5,000 SF restaurant with outdoor seating and Drive Thru use is proposed. The redevelopment area is located on the west side of Portland Avenue (County Route 114) directly north of Keeler Street Expressway (NYS Route 104). To the north of the Site is an existing Wendy’s Restaurant with Drive thru at the intersection of Portland Avenue & East Ridge Road. Access to the subject site is provided by an internal shared access drive within the overall shopping plaza from Portland Avenue. This access allows access to the Home Depot as well as the subject parcel. The site lies within the “M – Manufacturing” zoning district where a sit-down restaurant use is permitted subject to Site Plan Review by the Planning Board and a Special Use Permit from the Town Board. The subject lies within an area of heavy commercial uses and the proposed use is in harmony with the neighborhood. In addition to the restaurant, new and improved parking, lighting, curbing, stormwater management facilities, utilities, and other appurtenances are proposed as depicted on the accompanying Site Plan prepared by Bohler Engineering dated March 19, 2020, last revised July 23, 2020. Existing Conditions The existing ±2.26-acre lease parcel is currently developed with a ±18,00SF restaurant (formerly known as Staples) along with ±109 onsite parking spaces, internal shared access drives, and other appurtenances. The existing retail store has public utilities servicing the building. It is anticipated that the existing utility services will be available for re-use for the proposed project. Stormwater is currently collected onsite and piped offsite to a flared end section and drainage channel to the south of the project site. The majority of the site is covered by impervious surfaces. Proposed Project The redevelopment project proposes to construct a new ±5,000 SF quick-service restaurant with outdoor dining and drive thru along with ±68 parking spaces. The construction of the new Chick-fil-A is anticipated to be ±6 months from the time of construction. The proposed Chick-fil-A is anticipated to operate Monday thru Saturday 6am-10pm with approximately 8-10 employees on staff during business hours. Internal shared access with the overall shopping center is proposed to remain connecting the project site to Portland Avenue and an existing signalized access with East Ridge Road. The traffic consultant, SRF Associates, has been hired to evaluate the traffic conditions and a “Traffic Memorandum” has been prepared and is being submitted as part of this packages. Based on the recommendation of the traffic consultant a 12’ wide, 125’ long right hand turn lane has been added to the shared access to Portland avenue as depicted on the Site Development Plans. Refer to the “Traffic Memorandum” for details regarding the added turn lane. Two-way circulation through the subject site is proposed for optimum parking, circulation efficiencies, and truck delivery. A single lane entrance to the drive thru is proposed which will transition to two lanes after entry into the drive thru to maximize stacking and ordering efficiencies. The drive thru will then transition back to a single lane after the meal order point for window pickup. Two drive thru canopies are proposed to protect patrons and employees from various weather conditions within the drive thru as well. New and improved energy efficient onsite lighting, trash enclosure, sidewalks, landscaping and other appurtenances are also proposed onsite as depicted on the accompanying Site Plan prepared by Bohler Engineering dated March 19, 202, last revised July 23, 2020. New building signage, site signage and directional signage are also proposed. The proposed restaurant proposes to reuse the existing utility services that service the site today as practical. A new electric service with a new transformer is proposed to serve the new facility. The restaurant will connect to the public water and public sewer connections that are readily available to serve the site. Stormwater is proposed to be collected and treated onsite. Existing stormwater tributary flow patterns are proposed to remain and flows from the project site are proposed to connect to the overall shopping centers stormwater management facilities as they do today. Impervious coverage for the project site is proposed to be decreased by approximately ±22.1% with an abundance amount of new landscaping areas as part of the redevelopment project. Chick-fil-A, Inc. Proposed Redevelopment of 1115 East Ridge Road, Town of Irondequoit, New York Special Use Permit Narrative July 28, 2020 Introduction Chick-fil-A, Inc. (“CFA”) is proposing to redevelop an existing Staples Store into a new quick-serve restaurant containing approximately 5,000+\- sf with related improvements (the Project”) to be located at 1115 East Ridge Road in the Town of Irondequoit (the “Site”). The existing store is currently vacant and has been for some time. The old store will be demolished to construct the new restaurant. The Site is located in a larger shopping plaza adjacent to a Home Depot and Wendy’s Restaurant. The Site is adjacent to Portland Avenue (County Rt 114) and Keeler St Expressway, a four-lane highway. The Site is also located in a manufacturing zoning district under the Town of Irondequoit Zoning Code which allows restaurants on the Site with a special use permit (“SUP”) from the Town Board and a site plan approval from the Town’s Planning Board. CFA has applied for these approvals. Section 235-92(A) and (B) of the Town of Irondequoit Zoning Code (the “Zoning Code”) provides that when considering the approval of a special use permit application for a project, the Town Board must find, based on the information submitted and testimony made at the public hearing, written project reviews by the appropriate agencies and a recommendation from the Monroe County Division of Planning and Zoning, that the project complies with the SUP standards set forth under this section of the Zoning Code. CFA has designed its quick-serve restaurant to be consistent with all the applicable SUP standards set forth in the Town’s Zoning Code. Each of those standards are discussed in more detail below. Discussion Demonstrating Compliance with the Special Use Permit Standards in Section 235-92(A) of the Zoning Code: 1. Standard 1: The proposed project or development will “provide adequate and safe site access.” Response: The Project will comply with this standard. As noted above, the Project will redevelop a former Staples store into a new ±5,000 SF quick-service restaurant with drive thru located at 1115 East Ridge Road in the Town of Irondequoit. Access to the Site is currently provided by two shared internal access drives within the overall shopping plaza. One drive provides signalized access to East Ridge Road and the second drive provides unsignalized access via Portland Avenue. A traffic consultant, SRF Associates, has been hired as part of this project to evaluate existing and proposed traffic conditions and a “Traffic Impact Assessment” has analyzed the proposed development on the commercial corridor. This has been included within the application materials and determined that the existing transportation network can adequately accommodate the projected traffic volumes and resulting impacts to the study area intersections, with minor modifications as noted within the report. Also, two-lane circulation through the Site is proposed for optimum parking, circulation efficiencies, and truck delivery. A double-lane entrance to the drive-thru is proposed which will transition to one lane after service ordering for pickup. Two drive-thru canopies are proposed to protect patrons and employees from various weather conditions within the drive thru as well. One canopy will cover the menu board and ordering area and one canopy will cover the pick-up window. 2       2. Standard 2: The proposed project or development will “provide adequate site utility service, including water supply, sewage and refuse disposal.” Response: The Project will comply with this standard. The restaurant proposes to reuse the existing utilities that provide service to the Site today. A new electric service with a new transformer is proposed to serve the new restaurant. The restaurant will connect to the existing public water and public sewer connections that are readily available to serve the Site. Stormwater is proposed to be collected and treated onsite. Each of the listed utilities will be coordinated with the appropriate utility provider prior to any construction or demolition. 3. Standard 3: The proposed project or development will “be compatible with and enhance, to the extent possible, the existing natural features of the site and the surrounding area.” Response: The Project will comply with this standard. The Site lies within the “M – Manufacturing” Zoning District and is located in an area of heavy commercial uses. The proposed restaurant is in harmony with this existing commercial neighborhood which includes a variety of stores and restaurants such as Home Depot, Tops Supermarket, Wendy’s, Panera, Sonic, Dunkin Donuts and Popeye’s restaurants, a rug store, Advanced Auto Parts, Aspen Dental and a Speedway convenience store, to name a few. Because the Site was previously developed with a Staples Store and related parking areas in an existing shopping plaza, there are limited natural features on the Site. Limited landscaping exists on the Site today. A narrow strip of vegetation currently exists between the Expressway and the Site along the southern lot boundary. This vegetation will not be disturbed by the Project. It should be noted that the Project will increase the greenspace on the Site over existing conditions by adding new landscaping around the restaurant building and perimeter of the parking areas. As a result, the Project will be compatible with the existing natural features of the Site and the surrounding commercial area. 4. Standard 4: The proposed project or development will “provide adequate year-round site fire protection services.” Response: The Project will comply with this standard. The proposed restaurant will be constructed and operated in compliance with all applicable provisions of the Uniform Fire Code. The restaurant will be equipped with fire sprinklers and other fire suppression devices in the kitchen. The property falls within the fire district serviced by the Ridge-Culver Fire Department, a private fire department. 5. Standard 5: The proposed project or development will “relate, in an adequate and appropriate manner, to the depth of bay water adjacent to the site.” Response: This standard is not applicable to the Project. The Site is not located within the immediate vicinity of the Irondequoit Bay or Lake Ontario. 6. Standard 6: The proposed project or development will “relate, in an adequate and appropriate manner to and in general be compatible with, the existing land use and zoning pattern in the immediate area.” Response: The Project will comply with this standard. The Site lies within the “M – Manufacturing” zoning district and is a permissible use subject to site plan approval by the Planning Board and a special use permit granted by the Town Board. The Project will be located in a commercial shopping center and heavy commercial corridor. The Project will redevelop a vacant commercial store with a new quick-serve restaurant that will provide new jobs and increase the tax revenue for the town. As noted above, the surrounding neighborhood contains numerous commercial uses and properties along East Ridge Road and the Project is compatible with this commercial character and zoning patterns. The Project will also comply 3       with the Town’s zoning code except the canopy covering the menu boards which is located in the front- yard set-back and requires a variance from the Town’s Zoning Board of Appeals (“ZBA”). Certain signs may also require variances if they are deemed not in in compliance with the Town of Irondequoit’s sign code. Based on the foregoing, the proposed Project is compatible with the existing land use and zoning pattern in the immediate area. 7. Standard 7: The proposed project or development will “comply, to the greatest extent possible, with the applicable site design criteria and other zoning district requirements outlined in this chapter.” Response: The project will comply with this standard. The Site lies within the “M – Manufacturing” Zoning District and will comply, to the extent possible, with all site design criteria including set-back and bulk use requirements, except that the proposed canopy covering the menu boards which is located in the front-yard set-back require a variance from the ZBA along with certain signs, if required. 8. Standard 8: The proposed project or development will “provide public access to the shore zone to the extent possible and desirable given the nature of the site and proposed use.” Response: This standard is not applicable to the Project. The Site is not located within the immediate vicinity of the Irondequoit Bay or Lake Ontario. Discussion Demonstrating Compliance with the Special Use Permit Standards in Section 235-92(B) of the Zoning Code: In addition to those standards set out by Section 235-92(A) of the Zoning Code, Section 235-92(B) provides certain negative standards that the Planning Board must find, based on the information submitted and testimony made at the public hearing, written project review by the appropriate agencies and a recommendation from the Monroe County Division of Planning and Zoning, will not result from the proposed project or development. 1. Negative Standard 1: The proposed project or development will not “adversely affect the orderly development and character of the surrounding neighborhood.” Response: The Project will comply with this standard. The Site lies within the “M – Manufacturing” zoning district and is a permissible use subject to site plan approval by the Planning Board and a special use permit granted by the Town Board. The Project will be located in a commercial shopping center in a heavy commercial corridor. The restaurant will compliment this commercial character and will not adversely affect it. Because the Project is replacing an existing commercial building with a smaller one, there will be no increase in the number of commercial buildings in the neighborhood. In fact, the Project will actually decrease the amount of commercial square footage in the neighborhood. The Project will comply with the Town’s Zoning Code except for the Meal Order Point Canopy that covers the menu boards which is located in the front-yard set-back. Project signage may also require a variances from the ZBA. The Project will not create any significant adverse conflicts with the community’s plans or goals. 2. Negative Standard 2: The proposed project or development will not “cause an inappropriate or undesirable number of similar uses to be concentrated in the immediate area.” Response: The Project will comply with this standard. The proposed restaurant will be located in an existing commercial shopping center in a heavy commercial corridor. As noted above, this corridor contains a variety of existing commercial uses including retail stores, offices and restaurants. Each of these restaurants offer different types of foods, services, experiences and/or price points. The Project is clearly in harmony 4       with the surrounding commercial neighborhood and will not cause an inappropriate or undesirable number of similar uses to be concentrated in the immediate area. 3. Negative Standard 3: The proposed project or development will not “be a nuisance to neighboring land uses in terms of the production of obnoxious or objectionable noise, dust, glare, odor, refuse, fumes, vibrations, unsightliness, contamination or other similar conditions.” Response: The Project will comply with this standard. Noise impacts during construction will be temporary and of short duration. Given the restaurant is within an existing shopping center, vehicle and operational noise will be similar to what exists today. No odors or fumes are expected from the restaurant. It is not a manufacturing or processing facility and will not involve any air emissions. Cooking odors will be wholly contained within the building by its ventilation equipment. New, modern and energy-efficient lighting will be utilized throughout the Site and replace the old commercial lighting design on the Site now. The Site is located in a heavy commercial corridor with site lighting at various shopping centers. The Project’s lighting will be similar to this existing neighborhood character. The Project’s exterior site lighting has been designed to be minimal while ensuring a safe and secure facility for patrons and employees. Where appropriate, lighting fixtures will be of a full cutoff type or provided with shields to reduce glare and light pollution. The fixture locations have been sited to minimize light trespass onto adjacent properties. These measures have been incorporated to minimize potential adverse impacts from site lighting of the new building and parking facilities. No significant adverse noise, odor or lighting impacts will be created by the Project. All refuse from the restaurant will be placed in a secure dumpster/compactor which will be emptied by a private contractor on a regular basis and disposed of off-site at a properly licensed solid waste management facility. The dumpster/compactor will be located inside an enclosure to screen it from views, as shown on the site plans. Refuse containers located in the outdoor seating area and outside the building entrances will be emptied on a daily basis. The Project is expected to improve the views of the Site by replacing a vacant and old store with a new modern restaurant with more landscaping and greenspace. No contamination will be created by the Project. The Project is a restaurant, not a manufacturing or processing facility. The Project does not use or generate hazardous material or wastes. 4. Negative Standard 4: The proposed project or development will not “create undue hazards or dangers to the general public or to persons in the vicinity of the project from fire, explosions, electricity, radiation, crowds, traffic congestion, parking of automobiles or other similar conditions.” Response: The Project is a small quick-serve restaurant with ±110 indoor and ±24 outdoor seats and ±5,000 SF. It’s located in a heavy-commercial corridor and is similar in size to other restaurants in the area. It is not expected to attract large numbers of people to the Town. The Project will not create any traffic or parking congestion. A traffic consultant, SRF Associates, has  been hired as part of this project to evaluate existing and proposed traffic conditions and a “Traffic  Impact Assessment” has analyzed the proposed development on the commercial corridor. This has  been included within the application materials and determined that the existing transportation network  can adequately accommodate the projected traffic volumes and resulting impacts to the study area  intersections, with minor modifications as noted within the report. 5       The Project will comply with the New York State Uniform Building and Fire Prevention Code and will not create any fire hazards to the general public. Also, the Project is a restaurant and will not pose and dangers to the public from explosions, radiation or electricity. 5. Negative Standard 5: The proposed project or development will not “cause undue harm to or destroy existing sensitive natural features on the site or in the surrounding area or cause adverse environmental impacts, such as severe erosion and/or sedimentation, slope destruction, flooding or ponding of water or degradation of water quality.” Response: The Project will comply with this standard. As noted above, the Site contains a vacant store and related parking areas. There is little to no natural features on the Site. A small strip of existing vegetation is located between the Site and the adjacent freeway and will not be disturbed by the Project. Also, during and after construction, stormwater is proposed to be collected and treated onsite in accordance with the NYS Department of Environmental Conservation (the “NYSDEC”) stormwater regulations. Existing stormwater flow patterns on the Site are proposed to remain and flows from the Project Site are proposed to connect to the overall shopping centers stormwater management facilities as they do today. Impervious coverage for the Project Site is proposed to be decreased by approximately ±22% with an increase in the amount of new landscaping and greenspace areas on the Site. The Project is not located on steep slope and slope destruction will not occur. Also, the Project is not located in a flood plain or flood area and no flooding or ponding of water will occur on the Site. 6. Negative Standard 6: The proposed project or development will not “be incompatible with the type, extent and direction of building development for the site and surrounding area, as proposed in the Town of Irondequoit Comprehensive Plan or portion thereof and as adopted by the Town Planning Board.” Response: The Project will comply with this standard. As stated above, the Site lies within the “M – Manufacturing” zoning district and is a permissible use subject to site plan approval by the Planning Board and a special use permit granted by the Town Board. The Project will be located in a commercial shopping center in a heavy commercial corridor. Nearby properties along East Ridge Road are commercial uses and the proposed restaurant is in harmony with the surrounding commercial neighborhood. The Project will not create any significant adverse conflicts with the community’s plans or goals. 7. Negative Standard 7: The proposed project or development will not “be incompatible with any of the official policies of the Town of Irondequoit Local Waterfront Revitalization Program (LWRP).” Response: This standard is not applicable to the Project. The Site is not located within the immediate vicinity of the Irondequoit Bay or Lake Ontario or in the area covered by the Town’s LWRP. 8. Negative Standard 8: The proposed project or development will not “destroy or adversely impact significant historic and/or cultural resource sites.” Response: The Project will comply with this standard. The Project will not impair the character or quality of important historical and/or archaeological resources, given the extensive prior disturbance and development of the Site. No historic buildings or sites listed on the State or National Registers of Historic Places are located on or next to the Site. The Site is not located in or adjacent to an historic district. The new building has been designed to be architecturally consistent with the vernacular styles of the community. The new building will only be a small, single story structure, mainly consisting of a brick exterior, with some bronzed metal finishes. Landscaping adjacent to the building foundation as well as other 6       architectural details are proposed to help soften the new building and improve the existing conditions from the current building and parking area. The proposed landscaping plan includes shrub, ground cover and ornamental grass plantings designed to help soften the view of the Project and increase greenspace on the Site. Proposed signage associated with the Project is consistent with other signs in the shopping plaza and surrounding commercial area. Four wall signs are proposed on the building façade, one on each side of the building. A freestanding sign is proposed along the Site frontage on Portland Avenue as well as directional signage to direct traffic to the site entrance. The Staples sign on the monument sign for the shopping plaza will be replaced with a new Chick-fil-A sign. Any sign variances will be applied for t the ZBA. 9. Negative Standard 9: The proposed project or development will not “require an unnecessary or destructive amount of dredging, filling or other disturbance of the waters of Irondequoit Bay or Lake Ontario.” Response: This standard is not applicable to the Project. The Site is not located within the immediate vicinity of the Irondequoit Bay or Lake Ontario. Based on the foregoing discussion, it is clear that CFA’s proposed restaurant will meet the SUP standards set forth in the Town’s Zoning Code and a special use permit should be granted for the Project. 1      SEQRA STATEMENT Evaluation of Potential Environmental Impacts CHICK- FIL-A: Town of Irondequoit Restaurant PROPOSED ACTION The applicant, Chick-fil-A, Inc. is proposing to redevelop an existing ±2.26-acre lease parcel (part of an existing larger shopping plaza) (tax map parcel 91.08-1-46.2) located at 1115 East Ridge Road in the Town of Irondequoit, New York (the “Project Site”). The Project Site was previously developed with a former ±18,153 SF Staples store, that is proposed to be demolished along with its related parking areas, lighting, drive areas and other appurtenances. Access to the Project Site is provided by internal shared access drives within the overall shopping plaza with access to East Ridge Road and Portland Avenue. Chick-fil-A is proposing to redevelop the Site and construct a new ±5,000 SF quick-serve restaurant with drive thru (the “Project”). The Site lies within the “M – Manufacturing” zoning district where a take-out/sit down restaurant use and outdoor seating is allowed, subject to a special use permit from the Town Board and site plan review by the Planning Board. The Project Site is surrounded by other commercial uses and the proposed use is in harmony with the neighborhood. In addition to the restaurant, new parking, lighting, curbing, stormwater management facilities, utilities, and other appurtenances are proposed as depicted on the accompanying preliminary site plans prepared by Bohler Engineering dated as of March 6, 2020, last revised July 23, 2020. (the “Site Plans”). The redevelopment Project proposes to construct a new ±5,000 SF quick-service restaurant with drive thru on the site with ±64 on-site parking spaces and improved curb cuts to the internal shared access drives. The Project will significantly reduce the amount of impervious area on the site compared to existing conditions. Internal shared access with the overall shopping center is proposed to remain connecting the Project Site to an existing signalized access drive with East Ridge Road and additional access via Portland Avenue. Two-lane circulation through the Site is proposed for optimum parking, circulation efficiencies, and truck delivery. A singlelane entrance to the drive thru is proposed with a full length bypass lane for emergency egress. Two drive-thru canopies are proposed to protect patrons and employees from various weather conditions within the drive thru as well. One canopy will cover the menu board and ordering area and one canopy will cover the pick-up window. New and improved energy efficient onsite lighting, trash enclosure, sidewalks, landscaping and other appurtenances are also proposed onsite as depicted on the accompanying Site Plans. New building signage, site signage and directional signage are also proposed. Due to the site configuration, proposed traffic circulation, and existing internal shared access drives, Chick-fil-A will seek relief from the Zoning Board of Appeals (the “ZBA”) related to the minimum front-yard setback for the canopy over the menu board and ordering area. This canopy is located in the front-yard set-back area. The proposed restaurant will reuse the existing utility services on the Site today, as practical. A new electric service with a new transformer is proposed to serve the new building. The restaurant 2      will connect to the public water and public sewer connections that are readily available to serve the Site. Stormwater is proposed to be collected and treated onsite in a similar fashion as it is today. Existing flow patterns are proposed to remain and flows from the Project Site are proposed to connect to the shopping centers stormwater management facilities as they do today. Impervious coverage within the proposed project limit of disturbance is proposed to be decreased substantially by ±22% and additional landscaping will be added as part of the Project. The new restaurant will generate new sales tax and property tax revenue that will benefit Monroe County, the Town of Irondequoit and the local public-school district. The Project will also create numerous full-time jobs and temporary construction jobs and provide additional quality food options for the residents of the Town. Lastly, it will replace a vacant store with a new restaurant and put the Site back into productive reuse. EVALUATION OF POTENTIAL IMPACTS The Project is an Unlisted Action under the State Environmental Quality Review Act and its implementing regulations (“SEQRA”). For this action, the Town Board is required to consider the criteria for determining significance as enumerated in the SEQRA regulations at 6 NYCRR 617.7(c). This section discusses each of those criteria in more detail below. Based on this discussion, the Project will not create any significant adverse environmental impacts and a Negative Declaration is warranted for the Project under SEQRA. a. No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic or noise levels; no substantial increase in solid waste production; and no substantial increase in potential for erosion, flooding, leaching or drainage problems will result from the Project. The Project will not generate off-premises noise, waste, lights, glare or any other intrusive condition. Air Quality. The Project entails the redevelopment of a former restaurant and parking lot. It is not a manufacturing or processing facility. No significant stationary generators of air pollution are proposed, nor will the Project result in any significant alteration or impairment to air quality due to construction or the Project’s subsequent operations. No significant adverse impacts are expected to air quality from the Project. Surface water quality. There are no surface waters on or next to the Project Site including wetlands. No significant adverse impacts will occur to surface water Groundwater quality or quantity. The Project will reuse the existing water and public sewer connections on the Site. There is sufficient capacity in the public water supply and sewer system to serve the Site and similar usage is anticipated. Stormwater is proposed to be collected and treated onsite in a similar fashion as it does today. Existing flow patterns are proposed to remain and flows from the Project Site will connect to the overall shopping centers stormwater management facilities as they do today. Little to no stormwater will run-off the Site. A stormwater pollution prevention plan (“SWPPP”) will be prepared and implemented during and after construction to properly manage stormwater run-off on the Site as required by State and Town law. 3      Traffic. The Project is located along East Ridge Road and Portland Avenue in the Town of Irondequoit. East Ridge Road (east/west) and Portland Avenue (north/south) are four-lane roadways, each with a center turn and with two through lanes in each direction and both under Monroe County jurisdiction. A traffic consultant, SRF Associates, has been hired as part of this project to evaluate existing and proposed traffic conditions and a “Traffic Impact Assessment” has analyzed the proposed development on the commercial corridor. This has been included within the application materials and determined that the existing transportation network can adequately accommodate the projected traffic volumes and resulting impacts to the study area intersections, with minor modifications as noted within the report. The Project will reduce the amount of parking areas on the Site from 109+/- existing spaces to 64+/-new spaces as the excess parking is not needed for the intended use. This will significantly reduce the amount of impervious surfaces on the Site and will provide an environmental benefit. Based on the foregoing, the Project is not expected to have any significant adverse traffic impacts. Solid Waste Production. Solid waste generated by the Project’s operation will be temporarily stored in an appropriate dumpster or compactor that will be enclosed and out of sight (as shown on the Site Plans). On a regular basis, a private carter will collect the solid waste for removal and disposal off-site (including recycling) at an approved facility. During construction of the Project, any construction or demolition debris will be placed temporarily in a dumpster and/or removed from the Site on a regular basis by a private carter for disposal off-site at an approved facility. No construction waste will be buried on the Site. Erosion, Flooding and Drainage. Stormwater is proposed to be collected and treated onsite in a similar fashion as it does today. Existing flow patterns are proposed to remain and flows from the Project Site are proposed to connect to the shopping centers stormwater management facilities as they do today. The Project will significantly decrease the amount of impervious surfaces within the proposed limit of disturbance by 22%+/- and increase the amount of landscaping and greenspace on the Site. The Project will replace the existing 18,000 sf building with a much smaller 5000 sf building. It will also reduce parking on the Site by 41 spaces. The reduction in impervious surfaces and increase in greenspace will reduce stormwater run-off on the Site and will provide an environmental benefit. Thus, no significant adverse stormwater impacts are expected from the Project. Noise, Odor and Lighting. Noise and odor impacts during construction will be temporary and of short duration. Noise in the area is already affected from vehicle noise on East Ridge Road, Portland Avenue and the adjacent Keeler Street Expressway along the Project Site. The Project will not significantly change this noise footprint in anyway. Moreover, the Project is a quick-serve restaurant and does not involve any industrial or manufacturing noise. The reduction in ±45 parking spaces on the Site will also reduce noise over the pre-existing conditions when the Staples Store was in operation. New, modern and energy-efficient lighting will be utilized throughout the Project Site 4      and replace the old commercial lighting design on the Site now. The Site is located in a heavy commercial corridor with site lighting at various shopping centers. The Project’s lighting will be similiar to this existing neighborhood character. The Project’s exterior site lighting has been designed to be minimal while ensuring a safe and secure facility for patrons and employees. Where appropriate, lighting fixtures will be of a full cutoff type or provided with shields to reduce glare and light pollution. The fixture locations have been sited to minimize light trespass onto adjacent properties. These measures have been incorporated to minimize potential adverse impacts from site lighting of the new building and parking facilities. No significant adverse noise, odor or lighting impacts will be created by the Project. b. No removal or destruction of large quantities of vegetation or fauna; no substantial interference with the movement of any resident or migratory fish or wildlife species; no impacts on a significant habitat area; no substantial adverse impacts on a threatened or endangered species of animal or plant, or the habitat of such a species; and no other significant adverse impacts to natural resources will result from the Project. Because the Project Site was previously developed as a commercial store, the Site does not contain any suitable habitat for any plants, animals or fish. No significant clearing or grubbing is proposed as the majority of the Site is already covered with pavement, a large building and other impervious surfaces. The Site is not considered a critical wildlife area or wildlife refuge, nor do any such areas exist in close proximity to the Site. The Site will add landscaping greenspace around the new quick-serve restaurant and parking areas to be used by wildlife. The increase in greenspace on the Site will be a benefit to the environment. The Project will not create any significant adverse impacts to plants and wildlife. c. The Project will not create the impairment of the environmental characteristics of a Critical Environmental Area (CEA) as designated pursuant to 6 NYCRR § 617.14(g). The Site does not contain any CEAs. There are six CEAs in Monroe County, with one existing in the Town of Irondequoit but outside of the Project vicinity. d. The Project will not create a material conflict with the community's current plans or goals as officially approved or adopted. The Site lies within the “M – Manufacturing” zoning district and is a permissible use subject to site plan approval by the Planning Board and a special use permit granted by the Town Board. The Project will be located in a commercial shopping center. Nearby properties along East Ridge Road are commercial uses and the proposed use is in harmony with the surrounding commercial neighborhood and complies with the Town’s zoning code except the canopy covering the menu boards which is located in the front-yard set-back and requires a variance from the ZBA. The Project will not create any significant adverse conflicts with the community’s plans or goals. e. The Project will not adversely impair the character or quality of important historical, archeological, architectural, or aesthetic resources or existing community or neighborhood character. 5      The Project will not impair the character or quality of important historical and/or archaeological resources, given the extensive prior disturbance and development of the Project Site. No historic buildings or sites listed on the State or National Registers of Historic Places are located on or next to the Site. The Site is not located in or adjacent to an historic district. The new building has been designed to be architecturally consistent with the vernacular styles of the community. The new building will only be a small, single story structure, mainly consisting of a brick exterior, with some bronzed metal finishes. Landscaping adjacent to the building foundation as well as other architectural details are proposed to help soften the new building and improve the existing conditions from the current building and parking area. The proposed landscaping plan includes shrub, ground cover and ornamental grass plantings designed to help soften the view of the Project. Proposed signage associated with the Project is consistent with other signs in the shopping plaza and surrounding commercial area. Four wall signs are proposed on the building façade, one on each side of the building. A freestanding sign is proposed along the site frontage on Portland Avenue as well as directional signage to direct traffic to the site entrance. The Staples sign on the monument sign for the shopping plaza will be replaced with a new Chick-fil-A sign. Signs will require special use permits from the Town Board. f. The Project will not create a major change in the use of either the quantity or type of energy. The Project will reuse the existing utility services on the Site today, as practical. A new electric service with a new transformer is proposed to serve the new building. A slight reduction in the use of energy and fuel is anticipated given that the Project is smaller than the former Staples building. The quantity and type of energy used by the Project will be similar to other surrounding uses. The Project’s relatively small 5,000 SF restaurant will not create any significant demands for electricity or energy in the Town. g. The Project will not create any significant hazards to human health. No impacts to human health are anticipated by the redevelopment of the former Staples building and parking lot because the construction and site development activities will be undertaken in accordance with and in compliance with all pertinent environmental and land development regulations and related permit and approval procedures and requirements. The Project will be connected to public water and sewer systems. The Project does not generate any hazardous waste. The Project will not create any significant adverse impacts or hazards to human health. h. The Project will not create a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses for the reasons set forth herein. No such resources are located on the Site. The Project consists of redeveloping a 6      former Staples store and parking lot on the Project Site with a new drive-thru restaurant with parking in a heavy commercial corridor. As a result, the Project will not cause a substantial change in the use, or the intensity of use, of land either within the Town generally or in the immediate vicinity of the Project Site. The Site is not used for public and private recreational purposes. The Project will also not cause significant adverse impacts on agricultural resources, including consideration of prime or otherwise important farmland soils. The Site does not contain farmland. The Project Site is located along a heavy commercial corridor which limits its potential for a viable farming operation. i. The Project will not encourage or attract a large number of people to the Town of Irondequoit, compared to the number of people who would come to such place absent its adoption. The Project is a small quick-serve restaurant with ±110 indoor and ±24 outdoor seats and ±5,000 SF. It’s located in a heavy-commercial corridor and is similar in size to other restaurants in the area. It is not expected to attract large numbers of people to the Town. j. The Project will not create a material demand for other actions that would result in one of the above consequences. Redevelopment of the prior building and parking area will not create any new material demands. k. No cumulative adverse impacts on the environment will result from the Project. Redevelopment of the prior building and parking area will not have any cumulative impacts on the environment.     Chick-Fil-A: Proposed Restaurant located at 1115 East Ridge Road in Irondequoit, New York Goals and Recommendations of the Town of Irondequoit Comprehensive Master Plan (Adopted October 16, 2014) July 28, 2020 Introduction Section 235-92 of the Town of Irondequoit Zoning Code (the “Zoning Code”) provides that to approve a special use permit for a new real estate project, the Town of Irondequoit shall find that the project is compatible with the type, extent and direction of building development for the site and surrounding area as proposed in the Town’s Comprehensive Plan. The Town of Irondequoit adopted its Comprehensive Master Plan (the “Comprehensive Plan”) on October 16, 2014. Chick-fil-A, Inc. (“CFA”) is proposing to construct a new ±5,000 SF quick-serve restaurant with drive- thru (the “Project”) to be located at 1115 East Ridge Road in the Town (the “Site’). The Site lies within the M – Manufacturing zoning district in the Zoning Code where a take-out/sit down restaurant use and outdoor seating is allowed, subject to a special use permit from the Town Board and site plan review by the Planning Board. The Project Site is located in a heavy commercial corridor and is surrounded by other commercial uses and is in harmony with the neighborhood. The Site contains an existing Staple Store which is now vacant and has been for some time. This store will be demolished to build the new restaurant. Overall, the restaurant will reduce the commercial square footage and increase greenspace on the Site. In addition to the restaurant, new parking, lighting, curbing, stormwater management facilities, utilities, and other appurtenances are proposed as depicted on the accompanying preliminary site plans prepared by Bohler Engineering dated as of March 6, 2020, last revised July 23, 2020 (the “Site Plans”). CFA has proposed to develop a quick-service restaurant that will be consistent and compatible with all the applicable recommendations, goals, and policies set forth in the Town’s Comprehensive Plan for the East Ridge Road commercial corridor. Each of those are discussed in more detail below. Discussion on Compliance with the Comprehensive Plan The Comprehensive Plan established specific goals and objectives for the East Ridge Road commercial corridor, wherein the Project Site is located. The specific goals and objections for the East Ridge Road corridor are as follows: 1. Goal and Objective: “Prioritize redevelopment and reinvestment that strengthens the Town’s tax base.” (Comprehensive Plan – Section 4, page 5). Response: Chick-fil-A, Inc. is a highly successful restaurant with locations nationwide. The Project will continue to create and strengthen a vibrant commercial corridor along East Ridge Road by revitalizing a vacant store and attracting new business to the area. The proposed quick-service restaurant use replaces a former Staples store and is in harmony with the neighborhood and consistent with other commercial uses allowed on the neighborhood pursuant to the Town’s zoning code. The new restaurant will create new jobs and taxes for the Town and will provide the residents of the nearby residential neighborhoods with another quality dining option within walking distance. Overall, the Project represents a new investment of millions of dollars in the East Ridge Road corridor that will strengthen the Town’s tax base in accordance with the objectives of the Town’s Comprehensive Plan. 2. Goal and Objective: “Redevelop key commercial locations at a higher density and with a mix of uses.” (Comprehensive Plan – Section 4, page 5). Response: The Project Site is located in an active shopping center in the heavy commercial East Ridge corridor which is a key commercial location in the Town and an appropriate place for a new restaurant. The Site is currently improved with a vacant, former Staples store which will be demolished to build the restaurant. CFA is proposing to redevelop the Project Site into a quick-service restaurant which, when complete, will contribute to the overall mix of uses present within the shopping center and the East Ridge Road corridor. These mixed uses include retail stores, hotels, restaurants, gas stations and offices, to name a few. 3. Goal and Objective: “Ensure that market realities inform the Town’s land use preferences.” (Comprehensive Plan – Section 4, page 5) Response: CFA is a highly successful restaurant with locations nationwide. CFA has chosen the Site due to its location in a heavy commercial corridor and in close proximity to residential neighborhoods. The Town’s Zoning Code allows restaurants in this corridor which is consistent with the market realities in this area of the Town. The Project will continue to create and strengthen a vibrant commercial corridor along East Ridge Road by revitalizing a vacant store and attracting new business to the area and tax revenue to the Town. 4. Goal and Objective: “Enhance physical character and visual appearance on public and private property to create a more appealing investment climate and to make the area a safe, comfortable and pleasant place to spend time.” (Comprehensive Plan – Section 4, page 5) Response: Currently, the Site contains a vacant store and unused parking areas which is not visually appealing. The Site contains little to no landscaping now. The Project will redevelop this vacant property into a new restaurant with ample indoor and outdoor seating, designed for an enjoyable eating experience. The Project will also provide high-quality landscaping around the restaurant and parking area and will increase the greenspace on the Site to improve its overall appearance. The project site will also provide an ADA accessible pathway to the store from the public sidewalk along Portland Avenue, whereas none exists today. Lastly, the new building has been designed to be architecturally pleasing and consistent with the vernacular styles of the community. The new building will only be a small, single story structure, mainly consisting of a brick exterior, with some bronzed metal finishes. Other architectural details are proposed to help soften the new building and improve the existing conditions from the current building and parking area. 5. Goal and Objective: “Monitor and improve traffic flow and highway infrastructure conditions to maintain safe conditions and convenient movement through the corridor.” (Comprehensive Plan – Section 4, page 5) Response: The Project will not negatively affect the traffic flow or highway infrastructure conditions; nor will it impair the safe conditions and convenient movement through the corridor. A traffic consultant, SRF Associates, has been hired as part of this project to evaluate existing and proposed traffic conditions and a “Traffic Impact Assessment” has analyzed the proposed development on the commercial corridor. This has been included within the application materials and determined that the  existing transportation network can adequately accommodate the projected traffic volumes and  resulting impacts to the study area intersections, with minor modifications as noted within the report. 6. Goal and Objective: “Accommodate transportation alternatives to car.” (Comprehensive Plan – Section 4, page 5) Response: The Project will improve the “walkability” and pedestrian connections in this neighborhood. The Project includes new sidewalks that will be ADA compliant and will provide accessible pedestrian connections to the existing sidewalk within the NYSDOT right-of-way along Portland Road. The Project will also install a bike rack to encourage another alternative to car travel. Mr. Timothy Freitag, P.E. July 14, 2020 Assistant Project Manager Bohler Engineering 17 Computer Drive West Albany, New York 12205 RE: Proposed Chick-fil-A, Portland Avenue, Town of Irondequoit, NY Traffic Impact Assessment Dear Mr. Freitag: The purpose of this technical letter is to provide an assessment of potential traffic impacts and mitigation needs, if any, related to the proposed Chick-fil-A in the Town of Irondequoit, Monroe County, New York. The following outlines the results of the study: EXISTING CONDITIONS The proposed re-development site is currently occupied by a vacant Staples Store (18,000± SF). The remainder of the plaza also includes a Home Depot store and Wendy’s Restaurant. Access to the site is provided by several driveways along Ridge Road and Portland Ave. The study area consists of the following existing intersections and driveways: 1. Portland Ave/Ridge Road 2. Portland Ave/Existing Plaza Driveway The site location and study area is depicted in Figure 1 (all Figures are included at the end of this letter). The following information outlined in Table I provides a description of the existing roadway network within project study area. Figure 2 illustrates the lane geometry at each of the study intersections and the Average Daily Traffic (ADT) volumes on the study roadways. TABLE I – EXISTING HIGHWAY SYSTEM ROUTE1 FUNC. CLASS2 JURIS.3 SPEED LIMIT4 # OF TRAVEL LANES5 TRAVEL PATTERN/ DIRECTION EST. ADT6 AADT SOURCE7 CR 114 (from Rochester City Line to CR 91) Minor Arterial MCDOT 35 4 Two-way/ North-South 19,045 NYSDOT (2018) CR 241 (from Rochester City Line to Culver Rd) Minor Arterial MCDOT 35 4 Two-way/ East-West 18,933 NYSDOT (2019) Notes: 1. “NYS” = New York State. 2. State Functional Classification of Roadway: All are Rural. 3495 Winton Place Building E, Suite 110 Rochester, NY 14623 phone 585.272.4660 Re: Proposed Chick-fil-A Restaurant Portland Ave, Irondequoit, NY Traffic Impact Assessment July 14, 2020 Page 2 of 8 3. Jurisdiction: “NYSDOT” = New York Department of Transportation. 4. Posted or Statewide Limit in Miles per Hour (MPH). 5. Excludes turning/auxiliary lanes developed at intersections. 6. Estimated ADT in Vehicles per Day (VPD). 7. Source (Year). Given the functional characteristics of the existing (retail) and proposed land uses (fast food), the peak hours selected for analysis are the weekday Midday (Noon -1 PM) and PM (4:30-5:30 PM) peaks. The combination of site traffic and adjacent through traffic produces the greatest demand during these time periods. Turning movement traffic counts were obtained from previous traffic studies in the area including the Traffic Assessment for Dunkin Donuts located at the northwest corner of Portland Ave & Ridge Road dated March 11, 2015 and the Traffic Impact Assessment for Wendy’s Restaurant located at the southwest corner of Portland Ave & Ridge Road dated January 30, 2004; both reports were prepared by SRF & Associates. All turning movement count data were compared to current average daily traffic counts (2018 and 2019 data obtained from NYSDOT) and adjusted to reflect typical 2020 traffic conditions. The 2020 Base Conditions weekday MD and PM peak hour traffic volumes are reflected in Figure 3. It is important to note that the Staples store was open at the time of the data collection and no adjustments have been made to account for the vacancy of that store. ACCIDENT SUMMARY- PORTLAND AVENUE/SITE DRIVEWAY INTERSECTION Three-year motor vehicle accident data (2016 – 2019) for the Portland Avenue/Proposed Site Driveway intersection was obtained from NYSDOT. During that time period, one (1) motor vehicle accident occurred. The calculated crash rate is 0.06 crashes per million vehicles. This crash rate is significantly lower than the NYSDOT state-wide average (0.15 crashes per million vehicles) for this type of unsignalized intersection. There are no inherent safety concerns at this intersection. PROPOSED DEVELOPMENT The proposed Chick-fil-A development consists of a ±5,000 SF restaurant with a dual order board drive-thru and 114 seats indoor/20 seats outdoor. Access will continue to be provided by the various existing Home Depot Plaza driveways on both Ridge Road and Portland Ave. Figure 4 depicts the proposed site plan. TRIP GENERATION The next step in the evaluation is to determine the traffic attributable to the proposed project as defined, vehicle trips entering and exiting the site. The volume of traffic generated by a site is dependent on the intended land use and size of the development. Trip generation is an estimate of the number of trips generated by a specific building or land use. These trips represent the volume of traffic entering and exiting the development. Data contained in the Trip Generation 10th Edition (2017), published by the Institute of Transportation Engineers (ITE), was used to project the volume of traffic generated by the proposed project. Data published by the ITE is the nationally accepted standard for generating trips for new users. Re: Proposed Chick-fil-A Restaurant Portland Ave, Irondequoit, NY Traffic Impact Assessment July 14, 2020 Page 3 of 8 According to the ITE, the following steps are recommended when determining trip generation for proposed land uses: 1. Check for the availability of local trip generation rates for comparable uses. 2. If local trip data for similar developments are not available and time and funding permit, conduct trip generation studies at sites with characteristics similar to those of the proposed development. Documentation of existing drive-thru trip generation and queuing data was collected at two existing Chick-fil-A restaurants (one in Greece, NY and one in Cicero, NY) during three peak periods: weekday lunchtime, weekday afternoon/evening, and Saturday midday. It should be noted that the Cicero location opened for business in February 2018, and the Town of Greece restaurant opened in April 2018. Existing weekday lunchtime (11:30 AM-1:30 PM), weekday afternoon/evening (4:00-6:00 PM), and Saturday midday (12:00-2:00 PM) drive-thru volumes and queuing information was collected on Thursday, October 11 (Greece), Friday, October 12 (Cicero), and Saturday, October 13, 2018 (Cicero) by SRF Associates. This data collection took place approximately 6-8 months after the respective store openings. Based on the collected data, Table II depicts the peak hour drive-thru traffic volumes at each site during the peak study periods. TABLE II: DRIVE-THRU TRIP GENERATION LOCATION SIZE ADT OF ADJACENT ROADWAY MIDDAY PEAK HOUR PM PEAK HOUR SAT PEAK HOUR EXIT EXIT EXIT Greece, NY ±5,000 SF 44,561 (2014) 45 41 41 Cicero, NY ±5,000 SF 27,570 (2016) 97 88 120 Notes: 1. ADT = Average Daily Traffic, obtained from NYSDOT Traffic Data Viewer, in Vehicles per Day (vpd) 2. Peak Hours: a. Midday Peak Hour: 11:28 AM-12:28 PM (Greece and Cicero) b. PM Peak Hour: 4:16-5:16 PM (Greece), 5:00-6:00 PM (Cicero) c. SAT Peak Hour: 12:05-1:05 PM (Greece), 12:45-1:45 PM (Cicero) 3. SF = Square feet, gross This trip generation data was then used to derive trip generation for the Project. Table II shows the ADTs along the adjacent major roadways, in this case, Greece is Ridge Road and Cicero is US 11. The proposed project is located along Portland Avenue which carries approximately 19,045 vpd according to the most recently collected data (July 2018) obtained from the NYSDOT – note this data was collected south of NY Route 104. The site is also adjacent to Ridge Road. According to the most recent NYSDOT data (March 2019) the average daily traffic volume on Ridge Road was 18,933 vpd. Based upon the proposed size of the Chick-fil-A restaurant, comparable ADTs, and the surrounding area in which the project site is located, it is assumed that projected trip generation estimates will be similar to those collected at the existing sites for the purposes of this study. For conservative purposes, the Cicero site is considered the most representative trip generation condition for the proposed project. However, it is important to note that the Greece and Cicero sites were both the first Chick-fil-A site in their respective areas. The proposed Portland Ave site will be the third Chick- Re: Proposed Chick-fil-A Restaurant Portland Ave, Irondequoit, NY Traffic Impact Assessment July 14, 2020 Page 4 of 8 fil-A site in the greater Rochester area and, therefore, is expected to experience lower traffic volumes. Adjustments were made to the trip data collected at the Greece Chick-fil-A based upon differences in traffic volumes on the adjacent roadways as well as consideration for the Irondequoit site being the third restaurant in the Rochester market. The trip generation data was decreased by 10% to account for these considerations. TABLE III: SITE GENERATED TRIPS DESCRIPTION SIZE ITE LUC1 MD PEAK HOUR PM PEAK HOUR ENTER EXIT ENTER EXIT Chick-fil-A Restaurant* 5,000 SF N/A 147 144 100 90 Former Staples Store** 18,000 SF 867 26 27 25 24 Total Additional Trips from Chick-fil-A 121 117 75 66 * Trip generation is based upon trip data collected at the Chick-fil-A in Greece, NY. The estimated trips are greater than trips projected using ITE data. ** Staples trip generation provided for information and comparison only. Notes: 1. “ITE LUC” = ITE Land Use Code. For certain types of developments, the total number of trips generated is different from the amount of new traffic added to the adjacent highway network by the generator. Service-oriented developments (such as convenience stores, gas stations, shopping centers, discount stores, restaurants, and banks) often locate adjacent to busy streets in order to attract the motorists already passing the site on the adjacent street. These sites attract a portion of their trips from traffic passing the site (in this case Portland Ave and Ridge Rd). The “pass-by” traffic refers to the amount of existing traffic already on the roadway adjacent to the site that, as it “passes by” the site, will enter the site driveways to patronize the project site. The quantifying of “pass-by” trips has the net result of reducing the volume of new traffic that is added to the site driveways and/or adjacent roadways. It is anticipated that the Chick-fil-A restaurant will draw a portion of the site generated trips from the existing traffic passing the site on Portland Ave and Ridge Rd. However, pass-by traffic was not considered in this analysis resulting in a worst case/conservative analysis. DRIVE-THRU QUEUE ASSESSMENT Based on the collected data, Table IV depicts the peak hour drive-thru queues and service times at each site during the peak study periods. Vehicle queues are shown in an average of maximum and maximum lengths. Also shown is the available amount of car stacking space in the drive-thrus at each location. It is noted that the maximum observed queuing at the drive-thru at either site did not exceed 19 vehicles. TABLE IV: DRIVE-THRU QUEUING ASSESSMENT LOCATION CAR STACK MIDDAY PEAK PERIOD PM PEAK PERIOD SAT PEAK PERIOD AVERAGE MAX AVERAGE MAX AVERAGE MAX Greece, NY 18 14 18 8 14 15 17 Cicero, NY 29 11 15 8 14 11 19 Re: Proposed Chick-fil-A Restaurant Portland Ave, Irondequoit, NY Traffic Impact Assessment July 14, 2020 Page 5 of 8 Using this data, an approximate service rate per vehicle can be calculated during the peak hour and the peak 15-minute period during each study period. Table V shows the calculated service rates. TABLE V: DRIVE-THRU SERVICE RATES (IN SECONDS PER VEHICLE) LOCATION MIDDAY PEAK PERIOD PM PEAK PERIOD SAT PEAK PERIOD PEAK HOUR PEAK 15- MIN PEAK HOUR PEAK 15- MIN PEAK HOUR PEAK 15- MIN Greece, NY 80.0 75.0 87.8 75.0 87.8 60.0 Cicero, NY 37.1 33.3 40.9 32.1 30.0 27.3 Based on the results shown in Table V, the Cicero location exhibits a faster service rate that services a greater amount of exiting drive-thru vehicles, as shown in Table I. The reported queue lengths at both sites are comparable to one another, as shown in Table IV; however, Greece exhibits longer average and maximum queue lengths during the weekday lunchtime period. During the Saturday midday period, Greece has greater average queue lengths with a lesser maximum queue length. All calculation materials are included in the Attachments to this letter. TRIP DISTRIBUTION The cumulative effect of site-generated traffic on the transportation network is dependent on the origins and destinations of that traffic and the location of the access drives serving the site. The proposed arrival/departure distribution of traffic generated at this site is considered a function of several parameters, including:  Residential centers;  Employment centers;  Existing traffic patterns within the study area; and  Existing traffic conditions and controls Based on these parameters, Figure 5 shows the anticipated trip distribution patterns for the proposed plaza re-development. Figure 6 illustrates the peak hour site-generated traffic based on those percentages. Figure 7 combines the base conditions (Figure 3) and the site-generated trips for the proposed development (Figure 6) to establish the anticipated full development traffic volumes under full build conditions during the MD and PM peak hours. CAPACITY ANALYSIS Capacity analysis is a technique used for determining a measure of effectiveness for a section of roadway and/or intersection based on the number of vehicles during a specific time period. The measure of effectiveness used for the capacity analysis is referred to as a Level of Service (LOS). Levels of Service are calculated to provide an indication of the amount of delay that a motorist experiences while traveling along a roadway or through an intersection. Since the greatest delay to motorists usually occurs at intersections, the capacity analysis specifically focuses on intersections. Six Levels of Service are defined for analysis purposes. They are assigned letter designations, from "A" to "F", with LOS "A" representing the best conditions and LOS "F" the worst. Suggested ranges of service capacity and an explanation of Levels of Service are included in the Attachments. Re: Proposed Chick-fil-A Restaurant Portland Ave, Irondequoit, NY Traffic Impact Assessment July 14, 2020 Page 6 of 8 The standard procedure for capacity analysis of signalized and un-signalized intersections is outlined in the Highway Capacity Manual (HCM 2016) published by the Transportation Research Board. Traffic analysis software, SYNCHRO 10, which is based on procedures and methodologies contained in the HCM, was used to analyze operating conditions at the study area intersections. The procedure yields a LOS based on the HCM as an indicator of how well intersections operate. Operating conditions using the 2020 Base Conditions traffic volumes during the peak study periods are evaluated to determine a basis for comparison with the projected future conditions. The future traffic conditions generated by the proposed project were analyzed to assess the operations of the study area intersections. Capacity results for 2020 base conditions and full build-out conditions are listed in Table VI. The discussion following the table summarizes capacity conditions. All capacity analysis calculations are included in the Attachments. TABLE VI: CAPACITY ANALYSIS RESULTS Ridge Road / Portland Avenue This intersection is shown to operate at LOS B or better under 2020 base conditions and full development conditions. During the AM peak hour, the westbound left turn movement is changes from LOS A to B with a corresponding increase in delay of 1.4 seconds. This is the result of a borderline condition since the threshold between LOS A and B is 10 seconds. The results indicate that there is no significant impact resulting from the proposed Chick-fil-A restaurant at this intersection. No mitigation is warranted or recommended as a result of the proposed development. Re: Proposed Chick-fil-A Restaurant Portland Ave, Irondequoit, NY Traffic Impact Assessment July 14, 2020 Page 7 of 8 Portland Avenue/Existing Plaza Driveway The Existing Plaza Driveway currently operates at LOS D(C) during the AM(PM) peak hours. The addition of traffic generated by Chick-fil-A results in LOS F for exiting traffic during both peak hours. It is recommended that an eastbound right turn lane is installed to allow right turn traffic to exit the site unimpeded by left turning vehicles that may be waiting for a gap in traffic on Portland Ave. The left turn movement would then operate at LOS F(E) during the MD(PM) peak hours while the right turn movement would operate at LOS C(B) respectively. Conclusions This Traffic Impact Assessment identifies and evaluates the potential traffic impacts that can be expected from the proposed Chick-fil-A restaurant located at 1115 East Ridge Road in the Town of Irondequoit, Monroe County, New York, as described in this Study. The results of this study determine that the existing transportation network can adequately accommodate the projected traffic volumes and resulting impacts to study area intersections, with minor modifications. The following sets forth the conclusions and recommendations based upon the results of the analyses: 1. Evaluation of the three-year crash history at the Culver Road/ site driveway intersection indicates that one (1) motor vehicle accident occurred during the study period. The calculated crash rate of 0.06 crashes per million vehicles is significantly lower than the NYSDOT state-wide average (0.15 crashes per million vehicles) for this type of unsignalized intersection. There are no inherent safety concerns at this intersection. 2. The proposed development is expected to generate approximately 147 entering/144 exiting vehicle trips during the MD peak hour, 100 entering/90 exiting vehicle trips during the PM peak hour, and 173 entering/161 exiting vehicle trips during the SAT peak hour. It is anticipated that the Chick-fil-A restaurant will draw a portion of the site generated trips from the existing traffic passing the site on Portland Ave and Ridge Rd. However, pass-by traffic was not considered in this analysis resulting in a worst case/conservative analysis. 3. It is recommended that an eastbound right turn lane is installed on the existing plaza driveway to allow right turn traffic to exit the site unimpeded by left turning vehicles that may be waiting for a gap in traffic on Portland Ave. 4. Based on the data collected at two existing Chick-fil-A restaurants and the similar characteristics of the proposed project, there is more than sufficient on-site storage for the projected vehicle queues under typical conditions, post-opening month(s). It is important to note that the proposed Portland Ave site will be the third Chick-fil-A site in the greater Rochester area and, therefore, is expected to experience lower traffic volumes than used in this study. 5. The following strategies can be used to help improve drive-thru service time and the speed at which customers are serviced on-site:  Chick-fil-A team members using tablets to take orders at customer’s vehicles in the drive- thru lane. Another team member may also be used to process the customer’s payment.  Smartphone technology using the Chick-fil-A mobile app to pre-order food prior to visiting the project site. The customer can pre-order, pre-pay, and pick up their order from inside the facility reducing their time-on-site and the impact on the drive-thru lane.  Team members may also be utilized during peak operating times to help direct traffic. Re: Proposed Chick-fil-A Restaurant Portland Ave, Irondequoit, NY Traffic Impact Assessment July 14, 2020 Page 8 of 8 6. With the recommended mitigation in place, the proposed development will not result in any potentially significant adverse traffic impacts to the study area roadways and intersections. If you have any questions or need additional information, please do not hesitate to contact our office. Very truly yours, SRF Associates, D.P.C. Amy C. Dake, P.E., PTOE Senior Managing Traffic Engineer V:\Projects\2020\40021 Chick Fil A Irondequoit\Report\Chick-fil-A irondequoit TIA Letter - 07-14-20.docx     ATTACHMENT July 14, 2020 Letter to Mr. Timothy Freitag, P.E. Bohler Engineering Proposed Chick-fil-A Traffic Impact Assessment Town of Irondequoit Monroe County, New York 3495 Winton Place Building E, Suite 110 Rochester, NY 14623 · FIGURE 1 - SITE LOCATION AND STUDY AREA Study Intersection Proposed Driveway Legend PROPOSED CHICK-FIL-A DEVELOPMENT TOWN OF IRONDEQUOIT, NYSite Location Study Area RIDGE ROADRIDGE ROAD 0 100 200 Feet 400 1 SITEDRIVEWAYSITEDRIVEWAY PORTLAND AVENUE PO R T L A N D A V E N U E 2 PRPOPOPOSOSEDED CHCHCCCCCHCHCCHHCICCICICICCCCICCICCICCICKK-K-KKKK-KK-KK FIFIFIFFFIIFIIFFIFILLLL-L-L-L-LLLLL AAAAAAAAAAA DEDEEDEDEDEEDEEVEVVEVEVVVVVLOOLOLOLPMPPMPMENENENTTTTT PROPOSED CHICK-FIL-A DEVELOPMENT N 84°48'04" E 3 2 9 . 9 8 ' S 0 3 ° 1 4 ' 0 6 " E 9 0 . 0 0 ' S 84°48'04" W 12.66' S 0 0 ° 0 5 ' 3 2 " E 2 2 4 . 7 6 ' S 70° 0 5 ' 2 6 " W 2 2 9 . 2 9 ' N 1 9 ° 5 4 ' 3 5 " W 2 9 6 . 8 2 ' N 0 3 ° 1 4 ' 0 6 " W 8 5 . 0 0 ' PO R T L A N D A V E N U E C O U N T Y R O U T E 1 1 4 ROC H E S T E R : K E E L E R S T R E E T EXP R E S S W A Y NEW Y O R K S T A T E R O U T E 1 0 4 POB (P U B L I C R I G H T O F W A Y ) 12.0' 12.0' 60 ' R E A R Y A R D S E T B A C K 10' SIDE YARD SETBAC K 10' SID E Y A R D S E T B A C K (TO REMAIN) 4 5 6 8 11 10 9 12 13 13 12 6 10 13 4 20 . 0 ' (T Y P . ) 24 . 0 ' 20 . 0 ' (T Y P . ) 20 . 0 ' (T Y P . ) 30 . 0 ' 20 . 0 ' (T Y P . ) 20.0'24.0' 12.0'30.0' 30.0'20.0' (TYP.) 7.3' 9.0 ' (T Y P . ) 9.0' (TYP.) T 5.0 ' 64.9' 11 0 . 2 ' 104.3' 10 50 ' F R O N T Y A R D S E T B A C K 9.0' 12.0' 9.0' (TYP.) 9.0' 20 . 0 ' 18 19 7.5 ' 14 15 16 17 8.0 ' 14 . 0 ' 12 . 0 ' 12 . 0 ' 1 2 3 +/-5000 SF. GROSS 68 PARKING SPACES (PROVIDED) 20 CAR STACKS ±110 INDOOR SEATS ±24 OUTDOOR SEATS P12 LSR V2 LRG 40 . 2 ' 121.5' 4.0 ' 7 10.0' 12 . 0 ' 12 . 0 ' 12 . 3 ' 12 . 0 ' S S S 7.6 ' 5.2 ' 6.5 ' 11 . 2 ' 10 . 8 ' 68.1' 7.1 ' 27.7' 44 . 0 ' 22.2' 22.1' 9.6 ' 31 . 3 ' 26.3' 9.0'9.0'9.0' 9.0' 5.5'14.9' 10 3 . 5 ' 12 . 0 ' EDGE OF PAVEMENT EXISTING HOME DEPOT/STAPLES SIGN TO BE REFACED PORTION OF EXISTING CURB TO BE REMOVED 1 18 1 1 1 1 1 1 2 1 1 1 3 3 5A 5A 3 5A 3 5A 33A 4 40 3 5A 5F 5B 5B 5D 5D 5C 5A 27 5E 6 6 6 6 6 6 7 7 7 8 8 8 7 7 109 1111 11 11 11 11 11 11 11 11 11 12 12 12 12 12 11 13 53 28 1 11 1 39 29 29 28 28 28 29 28 28 28 28 28 28 28 14A 14A 14A 14A 14A 14A 14A 14B 14B 14B 14B 14B 15 15 15 15 15 47 47 47 21 17 16 16 16 39 19 22 22 22 22 22 22 22 22 22 30 23 24 24 24 24 24 24 24 24 24 24 24 25 25 25 25 25 26 26 26 26 26 26 26 32 32 57 20 12 34 34 34 34 38 47 47 45 50 50 53 53 53 55 56 53 35 1526 26 57 53 53 61 61 48 62 15 26 15 26 15 33 26 45 45 45 45 20 53 53 60 60 54 54 2660 26 26 11 15 11 34 25 7 40 40 11 34 53 53 53 50 16 5F 5F 11 8 8 50 15 26 46 8 PROP. CONNECTION TO EXISTING SIDEWALK 54 58 58 58 58 58 58 15 26 46 41 37 37 37 37 37 THIS PLAN TO BE UTILIZED FOR CONCEPT LAYOUT PURPOSES ONLY \\b o h l e r e n g . n e t \ s h a r e s \ M A - P R O J E C T S \ 1 8 \ B 1 8 0 2 2 9 \ D r a w i n g s \ C o n c e p t s \ 2 0 1 9 - 0 8 - 1 2 S i t e L a y o u t U p d a t e \ B 1 8 0 2 2 9 C X 0 4 _ r e c o v e r . d w g , 01 - 0 4 4 5 8 - C - 2 . 0 - S i t e P l a n , 4/ 2 3 / 2 0 1 0 , 10 : 1 7 : 1 4 A M , vr a i , Xe r o X 5 1 0 - 1 . p c 3 , Us e r 6 3 4 , 1: 1 Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r E n g i n e e r i n g a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r E n g i n e e r i n g m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r E n g i n e e r i n g m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g f i t n e s s o f t h e e l e c t r o n i c f i l e f o r a n y p a r t i c u l a r p u r p o s e , o r s u i t a b i l i t y f o r u s e w i t h a n y s o f t w a r e o r h a r d w a r e . I t i s t h e r e c i p i e n t ' s o b l i g a t i o n t o u n d e r s t a n d t h e d e s i g n i n t e n t a n d t o u s e t h i s d i g i t a l d a t a a p p r o p r i a t e l y . GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. STORE #04458 Sheet : : : : :Checked By Job No. Drawn By Date Store 80% Submittal For Construction Preliminary SHEET TITLE DWG EDITION 02.4 x REVISIONS REV DATE COMMENT BY 1 2 3 4 5 6 7 8 9 11 12 13 14 10 1115 EAST RIDGE ROAD TOWN OF IRONDEQUOIT MONROE COUNTY, NEW YORK Series P12-LSR-V2-LARGE B180229 04458 03/06/2020 AKD TCF OF 3 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R PCR SITE PLAN 1 1"=20' 0 2051020 ZONING ANALYSIS TABLE PROPOSED MIN. REAR SETBACK MAX. BUILDING HEIGHT MAX. BUILDING COVERAGE ZONING DISTRICT MINIMUM LOT AREA ZONE CRITERIA MIN. FRONT SETBACK 20,000 SF REQUIRED MIN. SIDE SETBACK PARKING SPACES PARKING CRITERIA TAKE-OUT/SIT DOWN RESTAURANT - 1 PER 3 SEATS OR 1 PER 100 SF. OF TOTAL BUILDING FLOOR AREA. 5,000/100 (SF. GFA) = 50 TOTAL PARKS REQUIRED MINIMUM LOT WIDTH IMPERVIOUS COVERAGE EXISTING 100' 33.3% 50' 10' 60' 45' 80% 50 ± 98,468 SF. ±229.3' ±18.3% ±67.2' ±59.3' ±12.3' 1 STORY ±89.1% 113 NO CHANGE NO CHANGE ±5% ±22.2' (*) ±103.5' ±104.3' 1 STORY (<45') ±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rint TimePrint Date 55411 Query Number/Name Accident Date RangeQuery Type To Query Sub Type AttributeQuery None 9/1/2016 12:00:00AM 8/31/2019 12:00:00AM17180 2018 TotalsNon-ReportablesProperty DamageFatalityInjuryCase Year 1 0 0 1 0 0 0 1 0 Grand Total: Page 1 of 1 Enter Exit Enter Exit Enter Exit Chick‐fil‐A Greece 163 160 111 100 192 179 ITE 131 126 85 78 140 134 Chick‐fil‐A Irondequoit 147 144 100 90 173 161 Weekday Lunch Ridgecrest Driveway Standish Driveway Start Time Enter Exit Peak Hour Start Time Enter Exit Peak Hour 11:30 AM 8 10 11:30 AM 31 16 11:45 AM 13 13 11:45 AM 22 20 12:00 PM 11 12 12:00 PM 28 14 12:15 PM 16 12 95 12:15 PM 31 17 179 12:30 PM 10 14 101 12:30 PM 29 30 191 12:45 PM 15 17 107 12:45 PM 25 30 204 1:00 PM 11 13 108 1:00 PM 26 27 215 1:15 PM 11 13 104 1:15 PM 25 26 218 peak hr 52 56 peak hr 111 104 Weekday Evening Ridgecrest Driveway Standish Driveway Start Time Enter Exit Peak Hour Start Time Enter Exit Peak Hour 4:00 PM 8 8 4:00 PM 22 16 4:15 PM 7 13 4:15 PM 19 10 4:30 PM 10 12 4:30 PM 17 15 4:45 PM 7 5 70 4:45 PM 13 17 129 5:00 PM 9 9 72 5:00 PM 15 18 124 5:15 PM 9 8 69 5:15 PM 11 16 122 5:30 PM 7 7 61 5:30 PM 25 13 128 5:45 PM 9 9 67 5:45 PM 26 20 144 peak hr 34 33 peak hr 77 67 * 90% of Greece store volumes due to lower roadway volumes on Ridge Road Irondequoit vs  Ridge Road Greece as well as 3nd Rochester area store SAT Midday Peak Hour Project Information Project Name: No: Date: City: State/Province: Client Name: Analyst's Name: Edition: Chick‐fil‐A 5/12/2020 40021 Irondequoit New York Bohler Engineering SRF Associates Weekday Lunch Peak  Hour Weekday PM Peak  Hour Project Information Project Name: No: Date: City: State/Province: Client Name: Analyst's Name: Edition: Chick‐fil‐A 5/12/2020 40021 Irondequoit New York Bohler Engineering SRF Associates Saturday Midday Ridgecrest Driveway Standish Driveway Start Time Enter Exit Peak Hour Start Time Enter Exit Peak Hour 12:00 PM 8 14 12:00 PM 30 24 12:15 PM 16 11 12:15 PM 27 24 12:30 PM 11 9 12:30 PM 24 35 12:45 PM 9 8 86 12:45 PM 30 28 222 1:00 PM 20 15 99 1:00 PM 32 23 223 1:15 PM 22 23 117 1:15 PM 30 27 229 1:30 PM 16 22 135 1:30 PM 33 33 236 1:45 PM 17 17 152 1:45 PM 18 20 216 peak hr 67 68 peak hr 125 111 PROPOSED CHICK-FIL-A - PORTLAND & RIDGE TOWN OF IRONDEQUOIT MONROE COUNTY, NY MD PEAK TOTAL Wendy's FULL ENTER EXIT TRIPS IN TRIPS OUT SITE Trip BUILD Dist. % Dist. % 147 144 TRIPS Adj. VOLUMES 1 Ridge Road/Portland Ave SR 55 55 ST 160 15% 22 22 182 SL 50 50 WR 55 55 WT 525 525 WL 160 15% 22 22 182 NR 160 15% 22 22 182 NT 125 15% 22 22 147 NL 120 10% 14 14 134 ER 135 10% 15 15 150 ET 495 495 EL 55 55 2 Portland Road/Site Driveway SR 100 40% 59 59 159 ST 425 116 541 SL WR WT WL NR NT 375 375 NL 270 50% 74 74 344 ER 300 50% 72 72 -116 256 ET EL 40 40% 58 58 98 LOCATION NUMBER INTERSECTION DESCRIPTION 2020 BASE VOLUME Chick-fil-A 5/14/2020 PROPOSED CHICK-FIL-A - PORTLAND & RIDGE TOWN OF IRONDEQUOIT MONROE COUNTY, NY PM PEAK TOTAL Wendy's FULL ENTER EXIT TRIPS IN TRIPS OUT SITE Trip BUILD Dist. % Dist. % 100 90 TRIPS Adj. VOLUMES 1 Ridge Road/Portland Ave SR 45 45 ST 165 15% 15 15 180 SL 45 45 WR 50 50 WT 525 525 WL 130 15% 15 15 145 NR 190 15% 14 14 204 NT 310 15% 14 14 324 NL 115 10% 9 9 124 ER 140 10% 10 10 150 ET 475 475 EL 85 85 2 Portland Road/Site Driveway SR 100 40% 40 40 140 ST 335 116 451 SL WR WT WL NR NT 315 315 NL 270 50% 50 50 320 ER 300 50% 45 45 -116 229 ET EL 40 40% 36 36 76 Chick-fil-ALOCATION NUMBER INTERSECTION DESCRIPTION 2020 BASE VOLUME 5/14/2020 Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Base Conditions - MD Peak Hour 05/12/2020 Synchro 10 Report ACD Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 55 495 135 160 525 55 120 125 160 50 160 55 Future Volume (vph) 55 495 135 160 525 55 120 125 160 50 160 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 175 0 95 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.968 0.986 0.916 0.961 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3426 0 1770 3490 0 1770 3242 0 1770 3401 0 Flt Permitted 0.366 0.276 0.436 0.438 Satd. Flow (perm) 682 3426 0 514 3490 0 812 3242 0 816 3401 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 43 14 182 55 Link Speed (mph) 35 35 35 35 Link Distance (ft) 352 1110 267 755 Travel Time (s) 6.9 21.6 5.2 14.7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 63 563 153 182 597 63 136 142 182 57 182 63 Shared Lane Traffic (%) Lane Group Flow (vph) 63 716 0 182 660 0 136 324 0 57 245 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 4.0 6.0 4.0 6.0 Minimum Split (s) 10.0 32.0 10.0 32.0 12.0 31.0 12.0 31.0 Total Split (s) 11.0 36.0 11.0 36.0 12.0 31.0 12.0 31.0 Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Base Conditions - MD Peak Hour 05/12/2020 Synchro 10 Report ACD Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%) 12.2% 40.0% 12.2% 40.0% 13.3% 34.4% 13.3% 34.4% Maximum Green (s) 6.0 30.0 6.0 30.0 7.0 25.0 7.0 25.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 Lost Time Adjust (s) -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 4.0 2.0 4.0 Recall Mode None C-Max None C-Max None None None None Walk Time (s) 8.0 8.0 7.0 7.0 Flash Dont Walk (s) 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) 52.1 44.4 57.5 49.0 24.2 17.0 22.5 14.4 Actuated g/C Ratio 0.58 0.49 0.64 0.54 0.27 0.19 0.25 0.16 v/c Ratio 0.13 0.42 0.38 0.35 0.44 0.43 0.20 0.42 Control Delay 7.6 15.4 9.4 13.1 28.5 16.1 24.0 27.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.6 15.4 9.4 13.1 28.5 16.1 24.0 27.9 LOS A B A B C B C C Approach Delay 14.7 12.3 19.8 27.2 Approach LOS B B B C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 33 (37%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Portland & E. Ridge Rd Lanes, Volumes, Timings Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Base Conditions - MD Peak Hour 05/12/2020 Synchro 10 Report ACD Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 40 300 270 375 425 100 Future Volume (vph) 40 300 270 375 425 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Frt 0.881 0.971 Flt Protected 0.994 0.950 Satd. Flow (prot) 1631 0 1770 3539 3437 0 Flt Permitted 0.994 0.950 Satd. Flow (perm) 1631 0 1770 3539 3437 0 Link Speed (mph) 30 30 30 Link Distance (ft) 211 373 267 Travel Time (s) 4.8 8.5 6.1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 45 341 307 426 483 114 Shared Lane Traffic (%) Lane Group Flow (vph) 386 0 307 426 597 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.6% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Base Conditions - MD Peak Hour 05/12/2020 Synchro 10 Report ACD Page 4 Intersection Int Delay, s/veh 7.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 300 270 375 425 100 Future Vol, veh/h 40 300 270 375 425 100 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 341 307 426 483 114 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1367 299 597 0 - 0 Stage 1 540 - - - - - Stage 2 827 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 138 697 976 - - - Stage 1 548 - - - - - Stage 2 390 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 95 697 976 - - - Mov Cap-2 Maneuver 218 - - - - - Stage 1 375 - - - - - Stage 2 390 - - - - - Approach EB NB SB HCM Control Delay, s 25.1 4.3 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 976 - 554 - - HCM Lane V/C Ratio 0.314 - 0.697 - - HCM Control Delay (s) 10.4 - 25.1 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 1.4 - 5.5 - - Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Base Conditions - PM Peak Hour 05/12/2020 Synchro 10 Report ACD Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 475 140 130 525 50 115 310 190 45 165 45 Future Volume (vph) 85 475 140 130 525 50 115 310 190 45 165 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 175 0 95 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.966 0.987 0.943 0.968 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3419 0 1770 3493 0 1770 3337 0 1770 3426 0 Flt Permitted 0.329 0.268 0.477 0.280 Satd. Flow (perm) 613 3419 0 499 3493 0 889 3337 0 522 3426 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 48 13 151 39 Link Speed (mph) 35 35 35 35 Link Distance (ft) 352 1110 267 755 Travel Time (s) 6.9 21.6 5.2 14.7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 97 540 159 148 597 57 131 352 216 51 188 51 Shared Lane Traffic (%) Lane Group Flow (vph) 97 699 0 148 654 0 131 568 0 51 239 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 4.0 6.0 4.0 6.0 Minimum Split (s) 10.0 32.0 10.0 32.0 12.0 31.0 12.0 31.0 Total Split (s) 11.0 36.0 11.0 36.0 12.0 31.0 12.0 31.0 Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Base Conditions - PM Peak Hour 05/12/2020 Synchro 10 Report ACD Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%) 12.2% 40.0% 12.2% 40.0% 13.3% 34.4% 13.3% 34.4% Maximum Green (s) 6.0 30.0 6.0 30.0 7.0 25.0 7.0 25.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 Lost Time Adjust (s) -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 4.0 2.0 4.0 Recall Mode None C-Max None C-Max None None None None Walk Time (s) 8.0 8.0 7.0 7.0 Flash Dont Walk (s) 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) 48.9 40.7 51.1 43.5 29.6 24.2 27.5 19.4 Actuated g/C Ratio 0.54 0.45 0.57 0.48 0.33 0.27 0.31 0.22 v/c Ratio 0.22 0.45 0.36 0.39 0.35 0.56 0.19 0.31 Control Delay 11.4 18.3 12.7 17.6 21.6 22.7 18.8 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.4 18.3 12.7 17.6 21.6 22.7 18.8 24.2 LOS B B B B C C B C Approach Delay 17.5 16.7 22.5 23.3 Approach LOS B B C C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 33 (37%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 19.2 Intersection LOS: B Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Portland & E. Ridge Rd Lanes, Volumes, Timings Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Base Conditions - PM Peak Hour 05/12/2020 Synchro 10 Report ACD Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 40 300 270 315 335 100 Future Volume (vph) 40 300 270 315 335 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Frt 0.881 0.965 Flt Protected 0.994 0.950 Satd. Flow (prot) 1631 0 1770 3539 3415 0 Flt Permitted 0.994 0.950 Satd. Flow (perm) 1631 0 1770 3539 3415 0 Link Speed (mph) 30 30 30 Link Distance (ft) 211 373 267 Travel Time (s) 4.8 8.5 6.1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 45 341 307 358 381 114 Shared Lane Traffic (%) Lane Group Flow (vph) 386 0 307 358 495 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Base Conditions - PM Peak Hour 05/12/2020 Synchro 10 Report ACD Page 4 Intersection Int Delay, s/veh 7.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 300 270 315 335 100 Future Vol, veh/h 40 300 270 315 335 100 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 341 307 358 381 114 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1231 248 495 0 - 0 Stage 1 438 - - - - - Stage 2 793 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 170 752 1065 - - - Stage 1 618 - - - - - Stage 2 406 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 121 752 1065 - - - Mov Cap-2 Maneuver 248 - - - - - Stage 1 440 - - - - - Stage 2 406 - - - - - Approach EB NB SB HCM Control Delay, s 20.7 4.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1065 - 607 - - HCM Lane V/C Ratio 0.288 - 0.637 - - HCM Control Delay (s) 9.7 - 20.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 1.2 - 4.5 - - Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 55 495 150 182 525 55 134 147 182 50 182 55 Future Volume (vph) 55 495 150 182 525 55 134 147 182 50 182 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 175 0 95 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.965 0.986 0.917 0.965 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3415 0 1770 3490 0 1770 3245 0 1770 3415 0 Flt Permitted 0.369 0.259 0.414 0.388 Satd. Flow (perm) 687 3415 0 482 3490 0 771 3245 0 723 3415 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 50 14 207 46 Link Speed (mph) 35 35 35 35 Link Distance (ft) 352 1110 267 755 Travel Time (s) 6.9 21.6 5.2 14.7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 63 563 170 207 597 63 152 167 207 57 207 63 Shared Lane Traffic (%) Lane Group Flow (vph) 63 733 0 207 660 0 152 374 0 57 270 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 4.0 6.0 4.0 6.0 Minimum Split (s) 10.0 32.0 10.0 32.0 12.0 31.0 12.0 31.0 Total Split (s) 11.0 36.0 11.0 36.0 12.0 31.0 12.0 31.0 Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%) 12.2% 40.0% 12.2% 40.0% 13.3% 34.4% 13.3% 34.4% Maximum Green (s) 6.0 30.0 6.0 30.0 7.0 25.0 7.0 25.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 Lost Time Adjust (s) -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 4.0 2.0 4.0 Recall Mode None C-Max None C-Max None None None None Walk Time (s) 8.0 8.0 7.0 7.0 Flash Dont Walk (s) 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) 50.2 42.4 56.6 47.8 25.3 18.1 23.5 15.4 Actuated g/C Ratio 0.56 0.47 0.63 0.53 0.28 0.20 0.26 0.17 v/c Ratio 0.13 0.45 0.45 0.36 0.48 0.46 0.20 0.43 Control Delay 8.3 16.9 10.8 13.9 28.7 16.0 23.2 29.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.3 16.9 10.8 13.9 28.7 16.0 23.2 29.2 LOS A B B B C B C C Approach Delay 16.2 13.1 19.7 28.1 Approach LOS B B B C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 33 (37%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 17.4 Intersection LOS: B Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Portland & E. Ridge Rd Lanes, Volumes, Timings Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 98 256 344 375 541 159 Future Volume (vph) 98 256 344 375 541 159 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Frt 0.902 0.966 Flt Protected 0.986 0.950 Satd. Flow (prot) 1657 0 1770 3539 3419 0 Flt Permitted 0.986 0.950 Satd. Flow (perm) 1657 0 1770 3539 3419 0 Link Speed (mph) 30 30 30 Link Distance (ft) 211 373 267 Travel Time (s) 4.8 8.5 6.1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 111 291 391 426 615 181 Shared Lane Traffic (%) Lane Group Flow (vph) 402 0 391 426 796 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 4 Intersection Int Delay, s/veh 37.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 98 256 344 375 541 159 Future Vol, veh/h 98 256 344 375 541 159 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 111 291 391 426 615 181 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1701 398 796 0 - 0 Stage 1 706 - - - - - Stage 2 995 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 83 601 822 - - - Stage 1 450 - - - - - Stage 2 318 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 43 601 822 - - - Mov Cap-2 Maneuver 143 - - - - - Stage 1 236 - - - - - Stage 2 318 - - - - - Approach EB NB SB HCM Control Delay, s 174.3 6.4 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 822 - 319 - - HCM Lane V/C Ratio 0.476 - 1.261 - - HCM Control Delay (s) 13.3 - 174.3 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 2.6 - 18.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 475 150 145 525 50 124 324 204 45 180 45 Future Volume (vph) 85 475 150 145 525 50 124 324 204 45 180 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 175 0 95 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.964 0.987 0.942 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3412 0 1770 3493 0 1770 3334 0 1770 3433 0 Flt Permitted 0.326 0.259 0.465 0.262 Satd. Flow (perm) 607 3412 0 482 3493 0 866 3334 0 488 3433 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 53 13 160 35 Link Speed (mph) 35 35 35 35 Link Distance (ft) 352 1110 267 755 Travel Time (s) 6.9 21.6 5.2 14.7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 97 540 170 165 597 57 141 368 232 51 205 51 Shared Lane Traffic (%) Lane Group Flow (vph) 97 710 0 165 654 0 141 600 0 51 256 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 4.0 6.0 4.0 6.0 Minimum Split (s) 10.0 32.0 10.0 32.0 12.0 31.0 12.0 31.0 Total Split (s) 11.0 36.0 11.0 36.0 12.0 31.0 12.0 31.0 Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%) 12.2% 40.0% 12.2% 40.0% 13.3% 34.4% 13.3% 34.4% Maximum Green (s) 6.0 30.0 6.0 30.0 7.0 25.0 7.0 25.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 Lost Time Adjust (s) -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 4.0 2.0 4.0 Recall Mode None C-Max None C-Max None None None None Walk Time (s) 8.0 8.0 7.0 7.0 Flash Dont Walk (s) 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) 48.2 40.0 50.4 42.8 30.3 24.9 28.2 20.1 Actuated g/C Ratio 0.54 0.44 0.56 0.48 0.34 0.28 0.31 0.22 v/c Ratio 0.23 0.46 0.41 0.39 0.37 0.58 0.19 0.32 Control Delay 11.9 18.7 13.9 18.1 21.5 22.4 18.3 24.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.9 18.7 13.9 18.1 21.5 22.4 18.3 24.7 LOS B B B B C C B C Approach Delay 17.9 17.2 22.3 23.7 Approach LOS B B C C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 33 (37%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 19.6 Intersection LOS: B Intersection Capacity Utilization 58.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Portland & E. Ridge Rd Lanes, Volumes, Timings Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 76 229 320 315 451 140 Future Volume (vph) 76 229 320 315 451 140 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Frt 0.899 0.965 Flt Protected 0.988 0.950 Satd. Flow (prot) 1655 0 1770 3539 3415 0 Flt Permitted 0.988 0.950 Satd. Flow (perm) 1655 0 1770 3539 3415 0 Link Speed (mph) 30 30 30 Link Distance (ft) 211 373 267 Travel Time (s) 4.8 8.5 6.1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 86 260 364 358 513 159 Shared Lane Traffic (%) Lane Group Flow (vph) 346 0 364 358 672 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 4 Intersection Int Delay, s/veh 12.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 76 229 320 315 451 140 Future Vol, veh/h 76 229 320 315 451 140 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 86 260 364 358 513 159 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1500 336 672 0 - 0 Stage 1 593 - - - - - Stage 2 907 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 113 660 915 - - - Stage 1 515 - - - - - Stage 2 354 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 68 660 915 - - - Mov Cap-2 Maneuver 182 - - - - - Stage 1 310 - - - - - Stage 2 354 - - - - - Approach EB NB SB HCM Control Delay, s 50.8 5.8 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 915 - 399 - - HCM Lane V/C Ratio 0.397 - 0.869 - - HCM Control Delay (s) 11.5 - 50.8 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 1.9 - 8.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions w/Mitigation - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 55 495 150 182 525 55 134 147 182 50 182 55 Future Volume (vph) 55 495 150 182 525 55 134 147 182 50 182 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 175 0 95 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.965 0.986 0.917 0.965 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3415 0 1770 3490 0 1770 3245 0 1770 3415 0 Flt Permitted 0.369 0.259 0.414 0.388 Satd. Flow (perm) 687 3415 0 482 3490 0 771 3245 0 723 3415 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 50 14 207 46 Link Speed (mph) 35 35 35 35 Link Distance (ft) 352 1110 267 755 Travel Time (s) 6.9 21.6 5.2 14.7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 63 563 170 207 597 63 152 167 207 57 207 63 Shared Lane Traffic (%) Lane Group Flow (vph) 63 733 0 207 660 0 152 374 0 57 270 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 4.0 6.0 4.0 6.0 Minimum Split (s) 10.0 32.0 10.0 32.0 12.0 31.0 12.0 31.0 Total Split (s) 11.0 36.0 11.0 36.0 12.0 31.0 12.0 31.0 Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions w/Mitigation - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%) 12.2% 40.0% 12.2% 40.0% 13.3% 34.4% 13.3% 34.4% Maximum Green (s) 6.0 30.0 6.0 30.0 7.0 25.0 7.0 25.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 Lost Time Adjust (s) -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 4.0 2.0 4.0 Recall Mode None C-Max None C-Max None None None None Walk Time (s) 8.0 8.0 7.0 7.0 Flash Dont Walk (s) 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) 50.2 42.4 56.6 47.8 25.3 18.1 23.5 15.4 Actuated g/C Ratio 0.56 0.47 0.63 0.53 0.28 0.20 0.26 0.17 v/c Ratio 0.13 0.45 0.45 0.36 0.48 0.46 0.20 0.43 Control Delay 8.3 16.9 10.8 13.9 28.7 16.0 23.2 29.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.3 16.9 10.8 13.9 28.7 16.0 23.2 29.2 LOS A B B B C B C C Approach Delay 16.2 13.1 19.7 28.1 Approach LOS B B B C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 33 (37%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 17.4 Intersection LOS: B Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Portland & E. Ridge Rd Lanes, Volumes, Timings Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions w/Mitigation - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 98 256 344 375 541 159 Future Volume (vph) 98 256 344 375 541 159 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Frt 0.850 0.966 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 3539 3419 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 3539 3419 0 Link Speed (mph) 30 30 30 Link Distance (ft) 211 373 267 Travel Time (s) 4.8 8.5 6.1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 111 291 391 426 615 181 Shared Lane Traffic (%) Lane Group Flow (vph) 111 291 391 426 796 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions w/Mitigation - MD Peak Hour 05/14/2020 Synchro 10 Report ACD Page 4 Intersection Int Delay, s/veh 9.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 98 256 344 375 541 159 Future Vol, veh/h 98 256 344 375 541 159 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 111 291 391 426 615 181 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1701 398 796 0 - 0 Stage 1 706 - - - - - Stage 2 995 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 83 601 822 - - - Stage 1 450 - - - - - Stage 2 318 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 43 601 822 - - - Mov Cap-2 Maneuver 143 - - - - - Stage 1 236 - - - - - Stage 2 318 - - - - - Approach EB NB SB HCM Control Delay, s 35.9 6.4 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 822 - 143 601 - - HCM Lane V/C Ratio 0.476 - 0.779 0.484 - - HCM Control Delay (s) 13.3 - 86.7 16.5 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 2.6 - 4.8 2.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions w/Mitigaiton - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 475 150 145 525 50 124 324 204 45 180 45 Future Volume (vph) 85 475 150 145 525 50 124 324 204 45 180 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 175 0 95 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.964 0.987 0.942 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3412 0 1770 3493 0 1770 3334 0 1770 3433 0 Flt Permitted 0.326 0.259 0.465 0.262 Satd. Flow (perm) 607 3412 0 482 3493 0 866 3334 0 488 3433 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 53 13 160 35 Link Speed (mph) 35 35 35 35 Link Distance (ft) 352 1110 267 755 Travel Time (s) 6.9 21.6 5.2 14.7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 97 540 170 165 597 57 141 368 232 51 205 51 Shared Lane Traffic (%) Lane Group Flow (vph) 97 710 0 165 654 0 141 600 0 51 256 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 4.0 8.0 4.0 8.0 4.0 6.0 4.0 6.0 Minimum Split (s) 10.0 32.0 10.0 32.0 12.0 31.0 12.0 31.0 Total Split (s) 11.0 36.0 11.0 36.0 12.0 31.0 12.0 31.0 Lanes, Volumes, Timings Chick-fil-A Irondequoit 1: Portland & E. Ridge Rd 2020 Full Build Conditions w/Mitigaiton - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%) 12.2% 40.0% 12.2% 40.0% 13.3% 34.4% 13.3% 34.4% Maximum Green (s) 6.0 30.0 6.0 30.0 7.0 25.0 7.0 25.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 Lost Time Adjust (s) -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 -2.0 -3.0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 4.0 2.0 4.0 Recall Mode None C-Max None C-Max None None None None Walk Time (s) 8.0 8.0 7.0 7.0 Flash Dont Walk (s) 16.0 16.0 16.0 16.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s) 48.2 40.0 50.4 42.8 30.3 24.9 28.2 20.1 Actuated g/C Ratio 0.54 0.44 0.56 0.48 0.34 0.28 0.31 0.22 v/c Ratio 0.23 0.46 0.41 0.39 0.37 0.58 0.19 0.32 Control Delay 11.9 18.7 13.9 18.1 21.5 22.4 18.3 24.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.9 18.7 13.9 18.1 21.5 22.4 18.3 24.7 LOS B B B B C C B C Approach Delay 17.9 17.2 22.3 23.7 Approach LOS B B C C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 33 (37%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 19.6 Intersection LOS: B Intersection Capacity Utilization 58.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Portland & E. Ridge Rd Lanes, Volumes, Timings Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions w/Mitigaiton - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 76 229 320 315 451 140 Future Volume (vph) 76 229 320 315 451 140 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 50 0 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Frt 0.850 0.965 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 3539 3415 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 3539 3415 0 Link Speed (mph) 30 30 30 Link Distance (ft) 211 373 267 Travel Time (s) 4.8 8.5 6.1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 86 260 364 358 513 159 Shared Lane Traffic (%) Lane Group Flow (vph) 86 260 364 358 672 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 48.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Chick-fil-A Irondequoit 2: Portland Ave & Site Drive 2020 Full Build Conditions w/Mitigaiton - PM Peak Hour 05/14/2020 Synchro 10 Report ACD Page 4 Intersection Int Delay, s/veh 6.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 76 229 320 315 451 140 Future Vol, veh/h 76 229 320 315 451 140 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 86 260 364 358 513 159 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1500 336 672 0 - 0 Stage 1 593 - - - - - Stage 2 907 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 113 660 915 - - - Stage 1 515 - - - - - Stage 2 354 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 68 660 915 - - - Mov Cap-2 Maneuver 182 - - - - - Stage 1 310 - - - - - Stage 2 354 - - - - - Approach EB NB SB HCM Control Delay, s 20.9 5.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 915 - 182 660 - - HCM Lane V/C Ratio 0.397 - 0.475 0.394 - - HCM Control Delay (s) 11.5 - 41.5 14 - - HCM Lane LOS B - E B - - HCM 95th %tile Q(veh) 1.9 - 2.3 1.9 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon PLAY (PUBLIC AREA) WOMEN (PUBLIC AREA) RR VEST (PUBLIC AREA) CLO MEN (PUBLIC AREA) RISER SERVING (WORK AREA) DRIVE THRU (WORK AREA) KITCHEN (WORK AREA) SERVICE (WORK AREA) OFFICE (WORK AREA) M U L T I -PU R P O S E (W O R K A R E A ) DINING (PUBLIC AREA) VESTIBULE (PUBLIC AREA) NO R T H THE CHICK-FIL-A DESIGN INTENT PACKAGE REPRESENTS A BRAND COMPLIANT DESIGN SOLUTION. SITE ADAPT PROFESSIONALS ARE RESPONSIBLE FOR APPLICATION OF DESIGN AND COMPLIANCE OF WITH ORDINANCES AND CODES. 7/ 2 2 / 2 0 2 0 9 : 4 8 : 2 5 A M FLOOR PLAN 07/22/2004458, Irondequoit, Portland Avenue, Town of Irondequoit, NY 14621 D- 0 8 2 1/8" = 1'-0" FLOOR PLAN THE CHICK-FIL-A DESIGN INTENT PACKAGE REPRESENTS A BRAND COMPLIANT DESIGN SOLUTION. SITE ADAPT PROFESSIONALS ARE RESPONSIBLE FOR APPLICATION OF DESIGN AND COMPLIANCE OF WITH ORDINANCES AND CODES. 8/ 9 / 2 0 1 9 9 : 1 4 : 3 1 A M SITE ELEVATIONS 08/09/1904458, Irondequoit, Portland Avenue, Town of Irondequoit, NY 14621 D- 1 7 0 3/32" = 1'-0" SITE ELEVATION 11 3/32" = 1'-0" SITE ELEVATION 22 THE CHICK-FIL-A DESIGN INTENT PACKAGE REPRESENTS A BRAND COMPLIANT DESIGN SOLUTION. SITE ADAPT PROFESSIONALS ARE RESPONSIBLE FOR APPLICATION OF DESIGN AND COMPLIANCE OF WITH ORDINANCES AND CODES. 8/ 9 / 2 0 1 9 9 : 1 5 : 4 2 A M SITE ELEVATIONS 08/09/1904458, Irondequoit, Portland Avenue, Town of Irondequoit, NY 14621 D- 1 7 1 3/32" = 1'-0" SITE ELEVATION 42 3/32" = 1'-0" SITE ELEVATION 31 N 84°48'04" E 32 9 . 9 8 ' S 0 3 ° 1 4 ' 0 6 " E 9 0 . 0 0 ' S 0 0 ° 0 5 ' 3 2 " E 2 2 4 . 7 6 ' S 70°0 5 ' 2 6 " W 2 2 9 . 2 9 ' N 1 9 ° 5 4 ' 3 5 " W 2 9 6 . 8 2 ' N 0 3 ° 1 4 ' 0 6 " W 8 5 . 0 0 ' PO R T L A N D A V E N U E (A . K . A . C O U N T Y R O U T E 1 1 4 ) KEEL E R S T R E E T E X P R E S S W A Y (A.K. A . N E W Y O R K S T A T E R O U T E 1 0 4 ) POB (P U B L I C R I G H T O F W A Y ) 60 ' R E A R Y A R D S E T B A C K 10' SIDE YARD SETBACK 10' SID E Y A R D S E T B A C K 13 12 6 10 13 T 10 50 ' F R O N T Y A R D S E T B A C K +/-5000 SF. GROSS 68 PARKING SPACES (PROVIDED) 20 CAR STACKS ±110 INDOOR SEATS ±24 OUTDOOR SEATS P12 LSR V2 LRG S S S S 84°48'04" W 12.66' P: \ 1 8 \ B 1 8 0 2 2 9 \ D r a w i n g s \ E x h i b i t s \ 2 0 2 0 - 0 7 - 2 4 - R e n d e r \ B 1 8 0 2 2 9 _ s s 0 . d w g , 01 - 0 4 4 5 8 - C - 2 . 0 - S i t e P l a n , 4/ 2 3 / 2 0 1 0 , 10 : 1 7 : 1 4 A M , sb u r d e n , Xe r o X 5 1 0 - 1 . p c 3 , Us e r 6 3 4 , 1: 1 STORE #04458 Sheet : : : : :Checked By Job No. Drawn By Date Store 80% Submittal For Construction Preliminary SHEET TITLE DWG EDITION 02.4 x REVISIONS REV DATE COMMENT BY 1 2 3 4 5 6 7 8 9 11 12 13 14 10 1115 EAST RIDGE ROAD TOWN OF IRONDEQUOIT MONROE COUNTY, NEW YORK Series P12-LS-V2-LARGE B180229 04458 07/27/2020 SJB TCF 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R SITE PLAN RENDER 1 1"=20' 0 2051020 W E S 60 12.0' 12.0' 19 . 0 ' (TY P . ) 25 . 0 ' 20 . 0 ' (TY P . ) 20 . 0 ' (TY P . ) 30 . 0 ' 20 . 0 ' (TY P . ) 19.0'25.0' 12.0'30.0' 30.0'20.0' (TYP.) 7.3' 9.0 ' (TY P . ) 9.0' (TYP.) 5.0' 64.9' 11 0 . 2 ' 104.3' 9.0' 12.0' 9.0' (TYP.) 6.0 ' 12 . 0 ' 12 . 0 ' 40 . 2 ' 121.5' 4.0 ' 10.0' 12 . 0 ' 12 . 0 ' 12 . 3 ' 12 . 0 ' 7.0 ' 11 . 2 ' 10 . 9 ' 27.7' 22.2' 22.1' 9.0'9.0'9.0' 9.0' 6.0' 10 3 . 5 ' N 84°48'04" E 32 9 . 9 8 ' S 0 3 ° 1 4 ' 0 6 " E 9 0 . 0 0 ' S 0 0 ° 0 5 ' 3 2 " E 2 2 4 . 7 6 ' S 70°0 5 ' 2 6 " W 2 2 9 . 2 9 ' N 1 9 ° 5 4 ' 3 5 " W 2 9 6 . 8 2 ' N 0 3 ° 1 4 ' 0 6 " W 8 5 . 0 0 ' PO R T L A N D A V E N U E (A . K . A . C O U N T Y R O U T E 1 1 4 ) KEEL E R S T R E E T E X P R E S S W A Y (A.K. A . N E W Y O R K S T A T E R O U T E 1 0 4 ) POB (P U B L I C R I G H T O F W A Y ) 60 ' R E A R Y A R D S E T B A C K 10' SIDE YARD SETBACK 10' SID E Y A R D S E T B A C K 13 12 6 10 13 T 10 50 ' F R O N T Y A R D S E T B A C K +/-5000 SF. GROSS 68 PARKING SPACES (PROVIDED) 20 CAR STACKS ±110 INDOOR SEATS ±24 OUTDOOR SEATS P12 LSR V2 LRG S S 12 . 0 ' 15.0' 68.1' 27.7' 44 . 0 ' 15 . 0 ' 9.6 ' 31 . 3 ' 26.3' 10 . 8 ' R15 ' R15' R3'R5' R6' R32 ' R25 ' R10 ' R6' R3' R10 ' R3' R10 ' R18 ' R3' R6' R3' R3' R6' R3' R6' R6' R3' R3' R11 ' R3' R5' R25 ' R3' R5'R10 ' R2 16 . 0 ' R1' R1' 16 . 0 ' 15.0'15.0' 5.7 ' 10.5'3.0'10.5'2.0' 25 . 8 ' 12 . 5 ' 13 . 3 ' 5615 1 18 1 1 1 1 1 1 2 1 1 1 3 3 5A 5A 3 5A 3 5A 33A 4 40 3 5A 5F 5B 5B 5D5D 5C 5A 27 6 6 6 6 6 7 7 7 87 7 109 1111 11 11 52 11 52 51 11 11 11 12 12 12 12 12 11 13 53 28 1 1 1 1 39 29 29 29 28 28 28 28 28 28 28 28 28 14A 14A 14A 14A 14A 14A 14B 14B 14B 14B 14B 15 15 15 15 15 47 47 47 21 17 16 16 16 39 19 22 22 22 22 22 22 23 24 24 24 2424 24 24 24 24 24 25 25 25 25 25 26 26 26 26 26 26 26 32 32 57 20 12 34 34 34 34 38 47 47 45 50 50 53 53 53 55 53 35 2626 57 53 61 61 48 62 15 26 15 26 15 33 45 45 45 45 20 53 53 60 2660 26 26 15 11 34 25 7 40 40 11 34 53 53 53 50 16 5F 5F 15 26 46 8 PROP. CONNECTION TO EXISTING SIDEWALK 54 58 41 37 37 37 37 37 22 22 42 42 5G 33 33 59 59 59 59 59 59 59 59 59 59 59 60 60 60 60 15 5E 26 26 24 12 5F 24 24 47 25 25 8 8 36 47 24 60 59 43 28 49 49 49 45 30 9.0 ' 5.5 ' 9.3' S 84°48'04" W 12.66' 46 46 46 59 59 59 46 1 5F 5C 5A 12 . 0 ' 12 . 0 ' 4.0 ' R33 ' 26 34 5A 5A 5.5' 12 . 0 ' 12 . 0 ' 64 1 1 11 5963 R45' 6.2 ' 3.0 ' R45'6.2 ' 42 52 42 28 25 65 52 S 1 59 60 22 THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY P: \ 1 8 \ B 1 8 0 2 2 9 \ D r a w i n g s \ P l a n S e t s \ 0 3 - C 3 D _ W o r k \ B 1 8 0 2 2 9 _ s s 0 . d w g , 01 - 0 4 4 5 8 - C - 2 . 0 - S i t e P l a n , 4/ 2 3 / 2 0 1 0 , 10 : 1 7 : 1 4 A M , sb u r d e n , Xe r o X 5 1 0 - 1 . p c 3 , Us e r 6 3 4 , 1: 1 STORE #04458 Sheet : : : : :Checked By Job No. Drawn By Date Store 80% Submittal For Construction Preliminary SHEET TITLE DWG EDITION 02.4 x REVISIONS REV DATE COMMENT BY 1 2 3 4 5 6 7 8 9 11 12 13 14 10 1115 EAST RIDGE ROAD TOWN OF IRONDEQUOIT MONROE COUNTY, NEW YORK Series P12-LS-V2-LARGE B180229 04458 07/27/2020 SJB TCF 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone:(518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R SITE PLAN C-2.0 1"=20' 0 2051020 LAND USE / ZONING INFORMATION & NOTES 1.APPLICANT: CHICK-FIL-A, INC. 5200 BUFFINGTON ROAD ATLANTA, GA, 30349 2.OWNER: KERRY VENTURES PORTLAND, LLC 3.PARCEL: 91.08-01-46.2 111 EAST RIDGE ROAD TOWN OF IRONDEQUOIT MONROE COUNTY, NEW YORK STATE ZONING ANALYSIS TABLE PROPOSED MIN. REAR SETBACK MAX. BUILDING HEIGHT MAX. BUILDING COVERAGE ZONING DISTRICT MINIMUM LOT AREA ZONE CRITERIA MIN. FRONT SETBACK 20,000 SF REQUIRED MIN. SIDE SETBACK PARKING SPACES PARKING CRITERIA TAKE-OUT/SIT DOWN RESTAURANT - 1 PER 3 SEATS OR 1 PER 100 SF. OF TOTAL BUILDING FLOOR AREA. ±5,000/100 (SF. GFA) = 50 TOTAL PARKS REQUIRED MINIMUM LOT WIDTH IMPERVIOUS COVERAGE EXISTING 100' 33.3% 50' 10' 60' 45' 80% 50 ± 98,468 SF. ±229.3' ±18.3% ±67.2' ±59.3' ±12.3' 1 STORY ±92.3% 113 NO CHANGE NO CHANGE ±5% ±22.2' (*) ±103.5' ±104.3' 1 STORY (<45') ±70.2 64 1115 EAST RIDGE ROAD, TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK STATE TAX MAP I.D. #91.08-1-46.2 (M) - MANUFACTURING ZONING DISTRICT RESTAURANT WITH DRIVE DRIVE THRU: PERMITTED USE SUBJECT TO SPECIAL USE PERMIT BY THE TOWN BOARD AND SITE PLAN REVIEW BY THE PLANNING BOARD 16 1 2 3 4 5 5A 5B 5C STANDARD PARKING STALL (TYP) SIDEWALK ACCESSIBLE RAMP (TYP) LIMIT OF PROP CONC. CURB DRIVE-THRU WINDOW PLAN DRIVE-THRU ISOMETRIC (REFER TO ARCH. PLANS AND CFA DETAILS) CONCRETE CURB (TYP) REFUSE ENCLOSURE FOUNDATION (REFER TO ARCH. PLANS AND CFA TYPICAL PAVEMENT SECTION FLUSH CURB CONCRETE PAVING @ DRIVE THRU LANE CLEARANCE BAR TRANSFORMER WITH BOLLARDS 2,000 GAL. GREASE INTERCEPTOR ( PER UTILITY PROVIDER REQS.) MENU BOARD & CANOPY ORDERING STATION LANDSCAPED AREA ACCESSIBLE LANDING AREA (TYP) SEASONAL OUTDOOR SEATING AREA (REFER TO ARCH. PLANS) 4" WIDE WHITE STRIPE (TYP.) 4" WIDE YELLOW STRIPE DRIVE-THRU ORDER POINT BOLLARD SITE PLAN DESIGN NOTES & KEY PLAN DIRECTIONAL ARROW (TYP) DRIVE-THRU GRAPHICS (TYP) STOP BAR GRAPHIC (TYP) PAINTED ACCESSIBLE PARKING SYMBOL (TYP) SITE SIGNAGE ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION STOP SIGN ACCESSIBLE SIGN WITH BOLLARD BASE "DO NOT ENTER" SIGN 6 7 8 9 10 11 13 14 15 17 18 19 20 21 22 23 24 25 27 26 32 33 31 28 29 4" WIDE STRIPES @ 3' O.C., YELLOW REFLECTIVE PAINT WITH 30 CONCRETE SIDEWALK34 PROP. DECORATIVE FENCE (REFER TO ARCH PLANS BY OTHERS)35 FLAGPOLE MONOLITHIC CURB AND SIDEWALK (TYP)12 36 PROP. WOOD GUIDE RAIL 37 38 STRIPED CROSS-WALK (TYP)39 4" WIDE BLUE STRIPE (TYP.)40 5D "NO PARKING" SIGN WITH BOLLARD BASE 5E CATERING AND CARRYOUT SIGN WITH BOLLARD BASE PROP. PEA GRAVEL DIAPHRAGM41 PROP. SNOW STORAGE AREA42 PROP. CONC. PAD43 44 SANITARY SEWER CLEANOUT45 PROP. RIP-RAP46 PROP. CATCH BASIN47 PROP. OUTLET CONTROL STRUCTURE48 GC TO MATCH EXISTING CONC. PAD GRADES AND REPLACE IN KIND49 EDGE OF CONCRETE PAVEMENT50 AND NEW YORK STATE SUPPLEMENT; REFER TO SIGN PLAN BY OTHERS (IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS) NOT USED CONC. WING CURB 51 ASPHALT WING CURB52 5F PEDESTRIAN YIELD SIGN PROP. BOLLARD 53 PROP. EDGE OF PAVEMENT ANTI-SLIP ADHESIVE IRRIGATION AND LANDSCAPE PROTECTION54 LIGHT DUTY PAVEMENT SECTION (PARKING SPACES ONLY)14A HEAVY DUTY PAVEMENT SECTION 14B DETAILS) ORDER CANOPY (REFER TO PLANS BY OTHERS)55 OUTSIDE MEAL DELIVERY CANOPY (REFER TO PLANS BY OTHERS)56 CANOPY COLUMN (REFER TO PLANS BY OTHERS)57 PROPOSED DRY SWALE58 LIMIT OF WORK 59 60 MOUNTABLE CURB61 62 EXIST. HOME DEPOT/STAPLES SHARE SIGN (TO BE REFACED) (REFER TO SIGN PLANS BY OTHERS) 3A DO NOT ENTER GRAPHIC (TYP) PROPOSED SAWCUT - REMOVE AND REPLACE PAVEMENT TO FULL DEPTH TO MATCH EXISTING (TYP) EXISTING CATCH BASIN TO REMAIN (GC TO ADJUST RIM AS NECESSARY) ROOF DOWNSPOUT (TO CONNECT TO SITE DRAINAGE SYSTEM) PROPOSED SANITARY SEWER MANHOLE W E S PROPOSED PYLON SIGN (REFER TO SIGN PLANS BY OTHERS) TRANSITION CURB (3' TYPICAL EXCEPT RAMPS AND DELIVERY CANOPY) (*) - DENOTES VARIANCE REQUIRED 5G RIGHT TURN ONLY SIGN AREA LIGHT AND POLE (REFER TO SITE PHOTOMETRIC PLAN BY OTHERS, TYP) REFER TO GENERAL NOTES SHEET FOR NOTES 63 DASHED 4'' THICK WHITE STRIP 64 6'' THICK WHITE STRIP (1) - WITHIN LIMIT OF DISTURBANCE (1)(1) TOWN OF IRONDEQUOIT APPROVED SITE PLAN DIR. PLANNING & ZONING: X________________________________ DIR. DEVELOPMENT SERVICES: X___________________________ FIRE MARSHALL: X________________________________________ DPW COMMISSIONER: X___________________________________ DPW SEWER: X___________________________________________ MINIMUM LOT DEPTH 200'±229.3'NO CHANGE 65 CASH STATION Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD CALLING FOR A PUBLIC HEARING ON THE MATTER OF REZONING A PORTION OF 2590 CULVER ROAD FROM R-1 RESIDENTIAL TO R-5 RESIDENTAL At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, Bergmann Associates, acting as agent for Providence Housing has submitted an application for rezoning a portion of land located at 2590 Culver Road from R-1 Residential to R-5 Residential (the “Application”), and WHEREAS, Town board accepts the Application for review and consideration; and WHEREAS, the Application has been referred to the Town Planning Board and the Monroe County Planning Department for review and comment pursuant to the requirements of New York Town Law and New York General Municipal Law. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby schedules a public hearing on this matter on September 15, 2020 at 7:36 p.m. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ SUBMISSION REQUIREMENTS FOR APPLICATIONS. Re-Zoning applications must be submitted to the Town Supervisor’s Office. Special Use Permits must be submitted to the Planning and Zoning Department. ALL APPLICATIONS REQUIRE THE FOLLOWING: A COMPLETED APPLICATION FORM A COMPLETED EAF SHORT FORM PROOF OF: OWNERSHIP, LEASE AGREEMENT, ACCEPTED PURCHASE OFFER OR WRITTEN CONSENT FROM PROPERTY OWNER (2 COPIES) A. LETTER OF INTENT B. SITE PLAN(s) C. FLOOR PLAN(s)/ELEVATIONS D. LEGAL DESCRIPTION OF PROPERTY (FOR RE-ZONING PARCELS) COPIES REQUIRED: APPLICATION FEES: SEE FEE SCHEDULE RE-ZONING: SEE FEE SCHEDULE 22 COPIES OF A, B & D AT THE PUBLIC HEARING: At the scheduled public hearing, applicants and their representatives are required to present their case and answer questions from the Board. The Board then entertains public comment in favor and in opposition to the application, as well as general questions. The applicants will then have the opportunity to answer any questions raised and rebut any comments. The Board deliberates each case that evening and renders decisions, unless a case is adjourned or tabled. Seven (7) copies of any additional information (that was not earlier submitted) must be handed in during the public hearing. SPECIAL USE PERMITS: 18 COPIES OF A, B & C 280 East Broad Street, Suite 200 TEL: 585.232.5135 Rochester, NY 14604 www.bergmannpc.com July 29, 2020 Town of Irondequoit Town Hall Supervisor’s Office 1280 Titus Avenue Rochester, NY 14617 Dear Members of the Town Board; Bergmann Associates on behalf of the applicant, Providence Housing, submits the attached materials for a Re- Zoning application for the parcel of land known as the Wambach parcel, inclusive of tax parcel numbers 92.10-3-1 and 92.10-3-2. The rezoining is required to support a proposed mutiple dwelling apartment complex with associated parking, grading, utilities, landscaping and lighting improvements. The proposed development will contain (12) 2-story apartment buildings of (1), (2), or (3) bedrooms, with a total of (96) apartment units. The complex will also include a 1-story community building with associated playground. The proposed development will include 160 parking spaces with an additional 32 banked parking spaces for a total of 192 parking spaces, meeting the code requirement of (2) parking spaces per dwelling unit. In our discussions with the Town Planning staff it has been detemrined the best course of action for this project is to re-zone the existing parcels from from R-1 Residential to R5 Residential. The re-zoning is only the first step of the project apporval process. We look forward to working with the Town Board and the Town Planning Staff to design a project that will benfit the community and Providence Housings’ vision and mission. SRF Associates is currently preparing a traffic analysis and the applicant will provdie the study prior to the scehduled workshop. Submitted materials: (1)Copy 1.Application to the Town Board 2.Short EAF From Part 1 – Project Information 3.Re-Zoning Application Fee - Check for $1,750.00 (2)Copies 1.Purchase and Sale Agreement (22) Collated full-scale copies of the following are included: 1.Statement of Intent 2.Legal Description – Lot 1 3.EX-1– Existing Conditions Survey 4.Proposed Site Plan 5.SM-01 – Subdivision Map 6.A-101 – One Bedroom Building - First Floor Plan 7.A-102 – One Bedroom Building – Second Floor Plan 8.A-103 – Two Bedroom Building - First Floor Plan 9.A-104 – Two Bedroom Building – Second Floor Plan 10.A-105 – Three Bedroom Building - First Floor Plan 11.A-106 – Three Bedroom Building – Second Floor Plan 12.A-107 – Community Building – Floor Plan 13.A-201 – One Bedroom Building – Exterior Elevations PAGE 2 / 2NATIONAL FIRM. STRONG LOCAL CONNECTIONS. PROVIDENCE HOUSING – TOWN BOARD APPLICATION LETTTER 14.A-202 – Two Bedroom Building – Exterior Elevations 15.A-203 – Three Bedroom Building – Exterior Elevations 16.A-204 – Community Building – Exterior Elevations We would like to present the submitted material to the Town Board at the August 11th regularly scheduled workshop meeting. If you have any questions or require additional information, please contact me at 585-498- 7831. Sincerely, Andrew M. Hart, RLA, ASLA Commercial Practice Leader – NE Region STATEMENT OF INTENT To: Town Board of the Town of Irondequoit From: Mark Greisberger/Providence Housing Development Corporation Date: July 24, 2020 Re: Workforce Housing with a Preference for Health Care Workers Background In its discussions with various local health care provider, the health care providers have identified workforce retention as an issue that impacts the delivery of high quality health care services. Wages in the areas of nursing assistants (aides), food services workers, and property maintenance workers start in the $25,000 range. In 2020, the area median income (“AMI”) for Monroe County for a single person was $53,500. The entry level workers described above earn approximately 50% of AMI. For people earning between 30% to 80% of AMI, the cost of housing is a major challenge. The cost of decent, safe housing in Monroe County is such that entry level workers often spend 40% to 50% of their income for housing. This cost of housing impacts an individual is or family’s ability to deal with life’s other challenges (food, healthcare, daycare, etc) very difficult and leads to workforce instability. Providence’s goal is to provide affordable housing to such individuals and families such that no more than 30% of income is directed to housing costs. Providence’s Proposal Providence has entered into a purchase contract to acquire approximately ten (10) acres of land that is part of the Wambach Farm, located off Culver Road near Route 104. Providence would like to develop 96 units of workforce housing on the site. The tentative breakdown of these units are: 32 one-bedroom units; 40 two-bedroom units and 24 three- bedroom units. The development would include an on-site community center and a playground. The parcel is currently zoned agricultural. Providence herby requests that the parcel that Providence seeks to develop be rezoned to multi-family (R5). Presented for the Town Board’s consideration are Concept Plans for the proposed development. If the rezoning is approved, Providence will work with both Planning Board and Zoning Board of Appeals to develop a site plan that addresses any concerns with the proposal. Thank you for your consideration of the matter. 7/24/2020 FY 2020 Income Limits Documentation System -- Summary for Monroe County, New York https://www.huduser.gov/portal/datasets/il/il2020/2020summary.odn 1/2 FY 2020 I L DS HUD.gov HUD User Home Data Sets Fair Market Rents Section 8 Income Limits MTSP Income Limits HUD LIHTC Database FY 2020 Income Limits Summary Selecting any of the buttons labeled "Explanation" will display detailed calculation steps for each of the various parameters. FY 2020 Income Limit Area Median Family Income Explanation FY 2020 Income Limit Category Persons in Family 1 2 3 4 5 6 7 8 Rochester, NY HUD Metro FMR Area $76,400 Very Low (50%) Income Limits ($) Explanation 26,750 30,600 34,400 38,200 41,300 44,350 47,400 50,450 Extremely Low Income Limits ($)* Explanation 16,050 18,350 21,720 26,200 30,680 35,160 39,640 44,120 Low (80%) Income Limits ($) Explanation 42,800 48,900 55,000 61,100 66,000 70,900 75,800 80,700 NOTE: Monroe County is part of the Rochester, NY HUD Metro FMR Area, so all information presented here applies to all of the Rochester, NY HUD Metro FMR Area. HUD generally uses the Office of Management and Budget (OMB) area definitions in the calculation of income limit program parameters. However, to ensure that program parameters do not vary significantly due to area definition changes, HUD has used custom geographic definitions for the Rochester, NY HUD Metro FMR Area. The Rochester, NY HUD Metro FMR Area contains the following areas: Livingston County, NY; Monroe County, NY; Ontario County, NY; Orleans County, NY; and Wayne County, NY. * The FY 2014 Consolidated Appropriations Act changed the definition of extremely low -income to be the greater of 30/50ths (60 percent) of the Section 8 very low-income limit or the poverty guideline as established by the Department of Health and Human Services (HHS), provided that this amount is not greater than the Section 8 50% very low-income limit. Consequently, the extremely low income limits may equal the very low (50%) income limits. A-201 1 A-2012 A-201 3 A-201 4 5' - 4"4' - 0"12' - 4"17' - 4"12' - 4"4' - 0"5' - 4" 60' - 8" 75 ' - 4 " 5' - 4"4' - 0"12' - 4"17' - 4"12' - 4"4' - 0"5' - 4" 60' - 8"6' - 2"6' - 2"6' - 2"6' - 2" 6' - 2"6' - 2"3' - 10"4' - 10"4' - 10"3' - 10"6' - 2"6' - 2" 5' - 4"4' - 0"5' - 4"2' - 6 3/4" 4' - 4 1/2" 8' - 2 3/4" 6' - 1 1 1 / 4 " 5' - 2 " 4' - 3 1 / 2 " 3' - 1 " 7' - 6 1 / 4 " 2' - 4 3 / 4 " 5' - 4 3 / 4 " 16 ' - 1 1 / 4 " CLEAR ID 5' - 0" MIN PER MFR PER MFR 8' - 6 1/4" 4' - 4 1/2" 2' - 6 3/4"5' - 0 1/2" 7' - 6 1/4" 3' - 1" 4' - 3 1/2" 5' - 2" 6' - 11 1/4" 1' - 5 1/4" 2' - 4 3/4" 5' - 4 3/4" 16' - 1 1/4" PER MFR PER MFR RO D & S H E L F RO D & S H E L F MECH * 103 CLOSET 104 ENTRY 101 STAIR 114 LIVING ROOM 106 KITCHEN 107 BATHROOM 109 BEDROOM 108 CLOSET 108A CLOSET 115 DINING AREA 105 KITCHEN 107 BATHROOM 109 CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 ENTRY 101 LIVING ROOM 106 DINING AREA 105 CLOSET 115 CLOSET 115 CLOSET 115 RO D & S H E L F RO D & S H E L F BEDROOM 108 CLOSET 108A BATHROOM 109 CLOSET 104 ENTRY 101 MECH 103 CLOSET 115 CLOSET 115DINING AREA 105 LIVING ROOM 106 KITCHEN 107 STAIR 114 STAIR 114 BEDROOM 108 CLOSET 108A BATHROOM 109 CLOSET 104 ENTRY 101 MECH 103 CLOSET 115 CLOSET 115 DINING AREA 105 LIVING ROOM 106 KITCHEN 107 STAIR 114 ENT CCFC BA BR CL-5 ENT ST ST PA PA ENT ST ST FC ST-1 L2 BA BR CL-5 CL-5CL-5 BR BR BABA CC L2 FC ST-1 FC ST ST ENT PA PA ENT ST ST BR3' - 3 1/4" HW * 102 LINEN 110 HW 102 LINEN 110 LINEN 110 LINEN 110 HW 102 HW 102 2' - 7 1/2" 6 1/2"6 1/2" 2' - 7 1/2" 4' - 0"5' - 4" VSHTCPT VSHTCPT VS H T CP T VSHTCPT VSHT CPT VSHT CPT VSHTCPT VSHT CPT 9' - 0" 1' - 4" 10' - 4" 9' - 4" 9' - 0" 1' - 4" 10' - 4" 5' - 4"4' - 0" 9' - 4" W1 W1 W3 W3 W2 W2 W1 W1 W3W3 W2 W2 3' - 0" 5' - 0" FD 6'H. SOLID VINYL PARTITION FENCE 6'H. SOLID VINYL PARTITION FENCE COVERED ENTRY RADON PIPE COVERED ENTRY TO 2ND FLOORCOVERED ENTRY TO 2ND FLOOR COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY TO 2ND FLOORCOVERED ENTRY TO 2ND FLOOR 1' - 4" 6' - 0" 10' - 0" 6' - 0" 3' - 4" 22' - 0" 3' - 4" 6' - 0" 10' - 0" 6' - 0" 1' - 4" 2' - 4" 2' - 1 7/8" 3' - 3" 7' - 9" 7' - 9" 3' - 3" 2' - 4" 2' - 1 7/8" 3' - 2" 3' - 10"4' - 10"4' - 10"3' - 10" 1' - 4" 6' - 0" 10' - 0" 9' - 4" 22' - 0" 9' - 4" 10' - 0" 6' - 0" 1' - 4" 75' - 4" 3' - 3" 7' - 9" 7' - 9" 3' - 3" 2' - 4" 4' - 0"5' - 4" RPZ 118 ELECT 119 J2 W3W3 W4 W4 W4 W4 W6 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 J2 J1J1 S1S1 S1 S1 J3 J3 ROD & SHELF (5)WIRE SHELVES ON ADJUSTABLE STANDARDS ROD & SHELF (5) WIRE SHELVES ON ADJUSTABLE STANDARDS 2' - 1 7/8" 2' - 1 7/8"ENT W6W6 W6 W6 J2 J2 PROVIDE 1" RIGID INSULATION INSIDE 5/8" TYPE 'X' GYP BD 1' - 6" 1' - 6" SE A L E D VS H T SE A L E D VS H T SE A L E D VS H T SE A L E D VS H T ADJUSTABLE WIRE SHELF MOUNTED AT 4'-0", SEE DETAIL 4/A500, TYPICAL FOR ALL ACCESSIBLE UNITS 8 7/8" L LL 1/2 GLASS DOOR - TYP ADA THRESHOLD - TYP 1 BEDROOM RESIDENT UNIT 739 SF 1 BEDROOM RESIDENT UNIT 739 SF 1 BEDROOM RESIDENT UNIT 739 SF 1 BEDROOM RESIDENT UNIT 739 SF W6 W6 W6W6 A-421 2C 2B 2A 2D A-421 1A 1B 1C 1D A-421 2C 2B 2A 2D SIM OPP A-421 2C 2B 2A 2D A-422 1A 1C A-422 2A 2C SIM OPP 2B 1B A-422 1A 1C 1BA-422 1A 1C 1B 6 A-313 5 A-313 PROVIDE 5/4" BLOCKING @ CORNER TERMINATION CG CG UP UP UPUP ALIGN 1" CONTINUOUS RIGID INSULATION TO CORNER - TYP. PROVIDE 5/4" BLOCKING @ CORNER TERMINATION ALIGN 1" CONTINUOUS RIGID INSULATION TO CORNER - TYP. PROVIDE 1" RIGID INSULATION INSIDE 5/8" TYPE 'X' GYP BD VSHT CPTVSHTCPT WOOD FRAMING WRAP 5/8" GYP. BD. AROUND NICHE FOR CABINET HEATER BATT INSULATION NOTE: CONTRACTOR TO COORDIATE FRAMING SPACING WITH SIZE OF ACTUAL UNIT TO ALLOW FOR LAYER OF GYP BD TO WRAP. WOOD FRAMING PROVIDE 1" RIGID INSULATION INSIDE 5/8" TYPE 'X' GYP BD, TYP. BATT INSULATION 6X6 WOOD POST 2X4 WOOD FRAMING 1" AIR SPACE 3-1/2" BATT INSULATION 2" MIN NOTCH SILL PLATE AROUND POST - MAINTAIN 1" SPACE NOTE: MAINTAIN MINIMUM 2" DISTANCE BETWEEN WALL FRAMING AND POST TO ALLOW FOR INSULATION These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 0 8 : 0 2 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ ONE BEDROOM BUILDING - FIRST FLOOR PLAN TNZ NPD A-101 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/4" = 1'-0"1 FIRST FLOOR PLAN - 1 BEDROOM (BUILDINGS 2, 8, 10)NOTE: TRUE NORTH VARIES, REFER TO CIVIL DRAWINGS COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO 1" = 1'-0"2 PLAN DETAIL AT CABINET HEATER 1" = 1'-0"3 EXTERIOR WALL PLAN DETAIL AT STORAGE 1" = 1'-0"4 PLAN DETAIL AT POST NOTE: SEE THE APARTMENT UNIT KEYPLAN ON SHEET G-002 FOR LOCATION OF ADA AND HVI UNITS A-201 1 A-2012 A-201 3 A-201 4 ROD & SHELF ROD & SHELF RO D & S H E L F ROD & SHELF RO D & S H E L F BEDROOM 108CLOSET 108A BATHROOM 109 CLOSET 104 ENTRY 101 MECH 103 DINING AREA 105 LIVING ROOM 106 KITCHEN 107 STAIR 214 BEDROOM 108 CLOSET 108A BATHROOM 109 CLOSET 104 ENTRY 101 MECH 103 DINING AREA 105 LIVING ROOM 106 KITCHEN 107 STAIR 214 BEDROOM 108 BEDROOM 108 CLOSET 108A CLOSET 108A BATHROOM 109 BATHROOM 109 CLOSET 104 STAIR 214 STAIR 214 MECH 103MECH 103 ENTRY 101 ENTRY 101 DINING AREA 105 DINING AREA 105 LIVING ROOM 106 LIVING ROOM 106 FC ENT-1 L2 PA BA BR CL-5 CL-5 BR BA CC ENT-1 FC PA PA BA FC ENT-1 CC BR CL-5 PA FCL2 CL-5 ENT-1 KITCHEN 107 KITCHEN 107 LINEN 110 LINEN 110 CLOSET 104 LINEN 110 HW 102 HW 102 HW 102 HW 102 LINEN 110 1 BEDROOM RESIDENT UNIT 787 SF 4' - 0"12' - 4"17' - 4"12' - 4"4' - 0" 3' - 7 1 / 4 " 17 ' - 1 0 3 / 4 " 3' - 1 0 " 3' - 3 " 7' - 9 " 7' - 9 " 3' - 3 " 4' - 1 1 / 2 " 17 ' - 1 0 3 / 4 " 3' - 3 3 / 4 " 50' - 0" 75 ' - 4 " 4' - 0" 4' - 0" 4' - 0"12' - 4"17' - 4"12' - 4"4' - 0" 50' - 0" 3' - 7 1 / 4 " 17 ' - 1 0 3 / 4 " 3' - 1 0 " 3' - 3 " 7' - 9 " 7' - 9 " 3' - 3 " 4' - 1 1 / 2 " 17 ' - 1 0 3 / 4 " 3' - 3 3 / 4 " 75 ' - 4 " 9' - 0 " 1' - 4 " 10 ' - 4 " 9' - 0 " 1' - 4 " 10 ' - 4 " PE R M F R PER MFR 5' - 0 1/2"2' - 4 3/4"4' - 8 3/4"8' - 4" 10 ' - 7 1 / 4 " 4' - 3 1 / 2 " 5' - 2 " 6' - 1 1 1 / 4 " 1' - 5 1 / 4 " 2' - 4 3 / 4 " VSHT CPT VSHTCPT VSHT CPT BR HW HW HWHW W2 W2 W2 W2 W1 W1 W1W1 RADON PIPE 6' - 2"6' - 2"8' - 8"14' - 10"6' - 2" W3 W3 W3 W3 1' - 4 " 25 ' - 4 " 22 ' - 0 " 25 ' - 4 " 1' - 4 " 1' - 4 " 25 ' - 4 " 22 ' - 0 " 25 ' - 4 " 1' - 4 " 4' - 0" LINE OF ATTIC ACCESS HATCH ABOVE J1 J1 J1J1 COVERED PORCHCOVERED PORCH COVERED PORCHCOVERED PORCH 6'H. SOLID VINYL PARTITION FENCE 6'H. SOLID VINYL PARTITION FENCE J3 W4 W4 RO D & S H E L F RO D & S H E L F ROD & SHELF (5)WIRE SHELVES ON ADJUSTABLE STANDARDS J3 W6 W6 W6 W6 J2 J2 BA A-4213A 3D 3C 3B VS H T VS H T VS H T VS H T VS H T VS H T VS H T VS H T CPT VCT CPTVCT CPTVCT CPT VCT L 3' - 10" 3' - 10" 3' - 10" 3' - 10" 1 BEDROOM RESIDENT UNIT 787 SF 1 BEDROOM RESIDENT UNIT 787 SF 1 BEDROOM RESIDENT UNIT 787 SF ROD & SHELF ROD & SHELFROD & SHELF W6 W6 W6 W6 A-421 3D 3A 3B 3C SIM OPP A-4213C 3B 3A 3D SIM OPP A-421 3D 3A 3B 3C SIM OPP A-422 1A 1C SIM OPP 1B A-422 1A 1C 1B A-422 1A 1C 1BA-422 1A 1C 1B L L L DN DN DNDN VSHT CPT These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 2 0 : 3 9 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ ONE BEDROOM BUILDING - SECOND FLOOR PLAN TNZ NPD A-102 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/4" = 1'-0"1 SECOND FLOOR PLAN - 1 BEDROOM (BUILDINGS 2, 8, 10)NOTE: TRUE NORTH VARIES, REFER TO CIVIL DRAWINGS NOTE: SEE THE APARTMENT UNIT KEYPLAN ON SHEET G-002 FOR LOCATION OF ADA AND HVI UNITS A-2022 A-202 1 A-202 3 A-422 1A 1C A-422 2A 2C ENTRY 101 MECH 103 CLOSET 104 STAIR 114 CLOSET 115 LIVING ROOM 106 KITCHEN 107 BEDROOM 108 CLOSET 108A BATHROOM 109 LINEN 110 BEDROOM 111 CLOSET 111A DINING AREA 105 BEDROOM 111 KITCHEN 107 LIVING ROOM 106 DINING AREA 105 STAIR 114 CLOSET 115 CLOSET 115 MECH 103CLOSET 104 ENTRY 101 BEDROOM 108 CLOSET 108A BATHROOM 109 LINEN 110 CLOSET 111A CLOSET 111A LINEN 110 BATHROOM 109 BEDROOM 108 CLOSET 108A BEDROOM 111 KITCHEN 107 DINING AREA 105 MECH 103 CLOSET 104 CLOSET 115 CLOSET 115 LIVING ROOM 106 STAIR 114 CLOSET 111A LINEN 110 BATHROOM 109 BEDROOM 108 CLOSET 108A BEDROOM 111 KITCHEN 107 DINING AREA 105 MECH 103 CLOSET 104 CLOSET 115 CLOSET 115 LIVING ROOM 106 STAIR 114 ENT ENT FC CL-4 PA BR CL-2 BA L BR CL-5 ENT ENT FC CL-4 CL-2 BA L BR CL-5 ENT ENT FC CL-4 CL-2 BA L BR CL-5 ENT ENT FCCL-4 CL-2 BA L BR CL-5 ST ST ST ST ST STST ST 1' - 6"5' - 4 3/4"5' - 1 3/4"2' - 7 1/4"7' - 0 1/4" 2 1/2" 1' - 10 3/4" VIF 7' - 1"8"6' - 9 1/2"VIF 2' - 2 1/2"7' - 2 1/4"2' - 5 1/4"5' - 1 3/4"5' - 4 3/4"1' - 2 1/2" 2' - 4 3 / 4 " 5' - 4 3 / 4 " 2' - 8 3 / 4 " 13 ' - 1 " CL E A R 5' - 0 " M I N 1' - 8 3 / 4 " HW 102 HW 102 HW 102 HW 102 5' - 0 " VSHTCPT VS H T CP T VS H T CP T VSHT CPT VS H T CP T 13 ' - 2 1 / 2 " 2' - 7 1 / 4 " 5' - 4 3 / 4 " 2' - 4 3 / 4 " 1' - 8 3 / 4 " 9' - 6" 11 1/4" 5' - 4"4' - 0"12' - 4"40' - 0"12' - 4"4' - 0"5' - 4" 2' - 4 " 3' - 8 " 5' - 1 3 / 4 " 4' - 1 0 1 / 4 " 1' - 1 7 / 8 " 8' - 2 1 / 8 " 3' - 3 " 5' - 9 " 5' - 9 " 3' - 3 " 3' - 4 " 4' - 1 0 1 / 8 " 1' - 1 7 / 8 " 5' - 1 3 / 4 " 4' - 1 0 1 / 4 " 3' - 8 " 2' - 4 " 3' - 4 " 75 ' - 4 " 83' - 4" PE R M F R 4' - 7 1 / 4 " 8' - 1 1 3 / 4 " 7' - 9 " HW HW HWHW 2' - 4 1 / 4 " PE R M F R 7' - 9 " 2' - 4 1 / 4 " 9' - 6"4' - 7 1 / 4 " 8' - 1 1 3 / 4 " 1' - 4 " 11 ' - 2 " 3' - 6 " 3' - 4 " 9' - 2 " 3' - 6 " 5' - 4"4' - 0"12' - 4"31' - 0"9' - 0"12' - 4"4' - 0"5' - 4" 3' - 6 " 12 ' - 6 " 3' - 6 " 12 ' - 6 " 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 16 ' - 0 " 3' - 8 " 5' - 1 3 / 4 " 4' - 1 0 1 / 4 " 2' - 1 7 / 8 " 7' - 2 1 / 8 " 3' - 3 " 5' - 9 " 5' - 9 " 3' - 3 " 7' - 2 1 / 8 " 2' - 1 7 / 8 " 5' - 1 3 / 4 " 4' - 1 0 1 / 4 " 3' - 8 " 2' - 4 " 75 ' - 4 " 83' - 4" 4' - 0"5' - 4" 4' - 0"5' - 4" 5' - 4"4' - 0" 5' - 4"4' - 0" COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO COVERED ENTRY COVERED ENTRY COVERED ENTRY TO 2ND FLOOR COVERED ENTRY COVERED ENTRY 9' - 4" 9' - 4"9' - 4" 9' - 4" VS H T CP T ST-1 ST-1 W2 W2 W1 W2 W2 W1 W2 W2 W1 W2 W2 W1 W3 CLOSET 115 RADON PIPE FD 3' - 0" 3' - 0 " 6' - 4 " 6' - 2"6' - 2"13' - 4"6' - 8"6' - 8"13' - 4"6' - 2"6' - 2" 3' - 4 " 6' - 0 " 10 ' - 0 " 9' - 4 " 18 ' - 0 " 9' - 4 " 10 ' - 0 " 9' - 4 " 6' - 2"6' - 2"13' - 4"6' - 8"6' - 8"9' - 6"3' - 10"6' - 2"6' - 2" 3' - 4 " 6' - 0 " 10 ' - 0 " 6' - 0 " 3' - 4 " 18 ' - 0 " 3' - 4 " 6' - 0 " 10 ' - 0 " 6' - 0 " 3' - 4 " RPZ 118 ELECT 119 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 J1 J1 J1 J1 J1 J1 W4 W4W4W4 W4 W4 W4 J3J3W4 W4 S1S1 S1 S1 J3 J3 W4 J3 J3 W4 J5 J5 ROD & SHELF (5)WIRE SHELVES ON ADJUSTABLE STANDARDS RO D & S H E L F ROD & SHELF ROD & SHELF (5)WIRE SHELVES ON ADJUSTABLE STANDARDS RO D & SH E L F ROD & SHELF W6 W6 W6W6 PROVIDE 1" RIGID INSUL INSIDE 5/8" TYPE 'X' GYP BD 1' - 6 " 1' - 6 " J4 VS H T SE A L E D SE A L E D VS H T VS H T SE A L E D SE A L E D VS H T COVERED ENTRY TO 2ND FLOOR COVERED ENTRY TO 2ND FLOOR COVERED ENTRY TO 2ND FLOOR ADJUSTABLE WIRE SHELF MOUNTED AT 4'-0", SEE DETAIL 4/A500, TYPICAL FOR ALL ACCESSIBLE UNITS 4" 9' - 0" PA 2 BEDROOM RESIDENT UNIT 936 SF 2 BEDROOM RESIDENT UNIT 936 SF 2 BEDROOM RESIDENT UNIT 936 SF 2 BEDROOM RESIDENT UNIT 936 SF J5J5 MEDICINE CABINET TO BE FRAMED BETWEEN STUDS. COORDINATE WITH STRUCTURAL DRAWINGS - TYP. BR ENTRY 101 ENTRY 101 A-4214A 4B 4C 4D SIM OPP A-421 5A 5B 5C 5D A-4215A 5B 5C 5D A-4215A 5B 5C 5D SIM OPP 2B 1B A-422 1A 1C 1BA-422 1A 1C 1B SIM OPP PA PA BR W3 W3 BR W3 PROVIDE 5/4" BLOCKING @ CORNER TERMINATION CG CG CG UPUP UP UP ALIGN 1" CONTINUOUS RIGID INSULATION TO CORNER - TYP. PROVIDE 5/4" BLOCKING @ CORNER TERMINATION ALIGN 1" CONTINUOUS RIGID INSULATION TO CORNER - TYP. PROVIDE 1" RIGID INSUL INSIDE 5/8" TYPE 'X' GYP BD CORRIDOR 116 CORRIDOR 116 CORRIDOR 116 CORRIDOR 116 VS H T CP T VS H T CP T These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 2 1 : 0 8 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ TWO BEDROOM BUILDING - FIRST FLOOR PLAN TNZ NPD A-103 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/4" = 1'-0"1 FIRST FLOOR PLAN - 2 BEDROOM (BUILDINGS 4, 7, 9)NOTE: TRUE NORTH VARIES, REFER TO CIVIL DRAWINGS NOTE: SEE THE APARTMENT UNIT KEYPLAN ON SHEET G-002 FOR LOCATION OF ADA AND HVI UNITS A-2022 A-202 1 A-202 4 A-202 3 A-422 1A 1C CLOSET 111A LINEN 110 BATHROOM 109 BEDROOM 108 CLOSET 108A BEDROOM 111 KITCHEN 107 DINING AREA 105 MECH 103 CLOSET 104 LIVING ROOM 106 STAIR 214 CLOSET 111A LINEN 110 BATHROOM 109 BEDROOM 108 CLOSET 108A BEDROOM 111 KITCHEN 107 DINING AREA 105 MECH 103 CLOSET 104 LIVING ROOM 106 STAIR 214 BEDROOM 111 KITCHEN 107 LIVING ROOM 106 DINING AREA 105 STAIR 214 MECH 103CLOSET 104 ENTRY 101 BEDROOM 108 CLOSET 108A BATHROOM 109 LINEN 110 CLOSET 111A BEDROOM 111 KITCHEN 107 LIVING ROOM 106 DINING AREA 105 STAIR 214 MECH 103 CLOSET 104 ENTRY 101 BEDROOM 108 BATHROOM 109 LINEN 110 CLOSET 111A FC ENT-1 CL-4 PA BR CL-2 BA BR CL-5 L L BA BR PA CL-4 FC BR CL-2 CL-2 BRBA BR L CL-5 CL-4 FC PA CL-5 BR BA L BR CL-2 CL-4 FC PA CL-5 HW 102 HW 102 HW 102 HW 102 VSHTCPT COVERED PORCH COVERED PORCH 4' - 0"1' - 6"5' - 4 3/4"5' - 1 3/4"2' - 7 1/4"7' - 0 1/4"2 1/2" 1' - 10 3/4" VIF7' - 5" 2' - 9 7 / 8 " 3' - 3 3 / 4 " 18 ' - 0 1 / 2 " 2' - 3 " 1' - 8 3 / 4 " 2' - 4 1 / 4 " 7' - 9 " 2' - 9 " 7' - 6 3 / 4 " 9' - 6"4' - 7 1 / 4 " 10 ' - 3 3 / 4 " 2' - 1 0 " 11 ' - 1 0 " 16 ' - 0 " VSHT CPT VS H T CP T VSHT CPT 4' - 2 " 11 ' - 1 0 " 16 ' - 0 " 4' - 0"12' - 4"40' - 0"12' - 4"4' - 0" 72' - 8" 3' - 4 " 25 ' - 4 " 18 ' - 0 " 25 ' - 4 " 3' - 4 " 75 ' - 4 " 4' - 0"12' - 4"40' - 0"12' - 4"4' - 0" 72' - 8" 3' - 4 " 25 ' - 4 " 18 ' - 0 " 28 ' - 8 " 75 ' - 4 " HW HW ENT-1ENT-1 HW HW ENT-1 W2 W2 W2W2 W1 W1 W1W1 W2 W2W2 W2 W3 RADON PIPE 6' - 2"6' - 2"13' - 4"6' - 8"6' - 8"13' - 4"6' - 2"6' - 2" 3' - 3 " 11 ' - 6 " 3' - 3 " 25 ' - 4 " 6' - 2"6' - 2"13' - 4"6' - 8"6' - 8"9' - 6"3' - 10"6' - 2"6' - 2" 25 ' - 4 " 3' - 3 " 5' - 9 " 5' - 9 " 3' - 3 " 25 ' - 4 " 11 ' - 1 0 " 4' - 2 " 11 ' - 1 0 " 4' - 2 " 16 ' - 0 " 16 ' - 0 " 4' - 2 " 4' - 0"4' - 0" LINE OF ATTIC ACCESS HATCH ABOVE W4 W4 W4W4 W4 W4 W4 W4 W4 J1J1 J1J1 W4 W4 W4 W4W4 W4 W4 J3J3W4 J1 J1 ROD & SHELF(5)WIRE SHELVES ON ADJUSTABLE STANDARDS RO D & S H E L F ROD & SHELF J3 J5 J3 W6 W6 W6 J4 VS H T VS H T CPT VCT PA COVERED PORCH COVERED PORCHCOVERED PORCH 2 BEDROOM RESIDENT UNIT 985 SF 2 BEDROOM RESIDENT UNIT 985 SF 2 BEDROOM RESIDENT UNIT 985 SF 2 BEDROOM RESIDENT UNIT 985 SF J5 J5 J5 CLOSET 108A SIM OPP SIM OPP A-421 6D 6A 6B 6C A-4216D 6A 6B 6C A-4216D 6A 6B 6C A-421 6D 6A 6B 6C SIM OPP SIM OPP 1B A-422 1A 1C 1B A-422 1A 1C 1BA-422 1A 1C 1B W3 W3 W3 DNDN DN DN CORRIDOR 116 CORRIDOR 116 CORRIDOR 116 CORRIDOR 116 VS H T CP T VS H T CP T These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 2 1 : 2 4 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ TWO BEDROOM BUILDING - SECOND FLOOR PLAN TNZ NPD A-104 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/4" = 1'-0"1 SECOND FLOOR PLAN - 2 BEDROOM (BUILDINGS 4, 7, 9)NOTE: TRUE NORTH VARIES, REFER TO CIVIL DRAWINGS NOTE: SEE THE APARTMENT UNIT KEYPLAN ON SHEET G-002 FOR LOCATION OF ADA AND HVI UNITS A-2032 A-203 A-203 A-203 1 4 3 ST ENT ST ENT FC CC-1 BR CL-3 BA BA L-1 CL-1 BR BR CL-3 BR CL-1 L-1 BA BR CL-3 BA CL-3 BR CC-1 FC ENT ENT ST ST CL-3 BABAL-1 CL-1 BR CL-3 BR BR CC-1 FC ST ENT ST ENT ST ST ENT CLOSET 115 CLOSET 115 MECH 103 ENTRY 101 COAT CLOSET 104 DINING 105 KITCHEN 107 CLOSET 111A BEDROOM 2 111 BEDROOM 3 113 CLOSET 113A LINEN 110 BATHROOM 109 TOILET 112 ENT FC CC-1 CL-3 BR BR CL-3 BA BA L-1 CL-1 BR 1 A-311 2 A-311 STAIR 114 302 SF LIVING ROOM 106 98 SF BEDROOM 1 108 CLOSET 108A A-42214 BEDROOM 3 113 CLOSET 113A LINEN 110 BATHROOM 109 TOILET 112 CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 STAIR 114LIVING ROOM 106 DINING 105 KITCHEN 107 CLOSET 111A BEDROOM 2 111 ENTRY 101 BEDROOM 3 113 CLOSET 113A LINEN 110 BATHROOM 109 TOILET 112 CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 ENTRY 101 STAIR 114 LIVING ROOM 106 DINING 105 KITCHEN 107 BEDROOM 2 111 CLOSET 111A CLOSET 113A LINEN 110 BATHROOM 109 TOILET 112 CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 ENTRY 101 STAIR 114 LIVING ROOM 106 DINING 105 KITCHEN 107 BEDROOM 2 111 CLOSET 111A HW 102 HW 102 HW 102 HW 102 2' - 4"3' - 0"10' - 8"6' - 0"8' - 8"8' - 3"7' - 1"3' - 6"5' - 6"5' - 6"3' - 6"7' - 1"8' - 3"8' - 8"6' - 0"10' - 8"3' - 0"2' - 4" 110' - 0" 11 ' - 4 " 6' - 0 " 4' - 0 " 3' - 0 " 21 ' - 4 " 11 ' - 4 " 6' - 0 " 4' - 0 " 3' - 0 " 21 ' - 4 " 3' - 1 0 1 / 8 " 2' - 1 7 / 8 " 5' - 1 3 / 4 " 4' - 1 0 1 / 4 " 3' - 8 " 2' - 4 " 67 ' - 4 " 4' - 0"5' - 4" 9' - 4" 4' - 0"5' - 4" 9' - 4" 22' - 0"8' - 8"15' - 4"18' - 0"15' - 4"8' - 8"16' - 8"5' - 4" 110' - 0" 11 ' - 4 " 6' - 0 " 4' - 0 " 3' - 0 " 21 ' - 4 " 21 ' - 4 " 2' - 4 " 3' - 8 " 4' - 1 0 1 / 4 " 5' - 1 3 / 4 " 9' - 4 " 3' - 6 " 4' - 1 0 " 4' - 1 0 " 3' - 6 " 7' - 2 1 / 8 " 2' - 1 7 / 8 " 4' - 1 0 1 / 4 " 5' - 1 3 / 4 " 3' - 8 " 2' - 4 " 67 ' - 4 " 5' - 4"4' - 0"2' - 0 1/4"5' - 10 3/4"3' - 10 3/4"2' - 4 3/4"6' - 1"7' - 1"PER MFR 2' - 4 3/4"12' - 3 3/4" 9' - 4" 5' - 4"4' - 0" 9' - 4" 1' - 8 3 / 4 " 2' - 4 3 / 4 " 5' - 4 3 / 4 " 2' - 1 1 3 / 4 " 12 ' - 1 0 " CLEAR 5' - 0" MIN 9 1/4" 2' - 5 1/4" VIF PER MFR 4' - 8 1/2" 7' - 3 1/2" 8' - 8 3/4"5' - 11 1/4"5' - 11"3' - 7 3/4" 3' - 2" 3' - 1 3/4" 4' - 5 1/2" 10' - 7 1/4" 8' - 5 1/4" 12' - 7 1/4"2' - 1 1/4"VIF 7' - 3"5' - 11" 1' - 0 9/16" 1' - 4 7/16" 3' - 10 7/16"5' - 10 13/16"1' - 8 3/4" 9 1/4" VIF PER MFR 4' - 8 1/2" 7' - 3 1/2" 3' - 2" 2' - 8 3/4" 3' - 11 1/4"5' - 11"5' - 11 1/4"8' - 8 3/4" 7' - 5 1/2" 3' - 1 3/4" 2' - 5 1/4"1' - 8 3/4" 2' - 4 3/4" 5' - 4 3/4" 2' - 7 1/4" 13' - 2 1/2" 4' - 5 1/2"4' - 5 1/2" VSHTCPT VSHTCPT VS H T CP T VS H T CP T VSHTCPTVSHTCPT VS H T CP T VS H T CP T ST-1 ST-1 PA W1 W2 W2 W2 W2 W1 W2 W2 W2 W1 W2W2 W2 W1 W2 W2 RADON PIPE FD CLOSET 115 CLOSET 115 CLOSET 115 CLOSET 115 CLOSET 115 CLOSET 115 2' - 4"3' - 0"10' - 8"6' - 0"8' - 8"8' - 4"7' - 0"3' - 6"11' - 0"3' - 6"7' - 0"8' - 4"8' - 8"6' - 0"10' - 8"3' - 0"2' - 4" 11' - 4" 6' - 0" 4' - 0" 3' - 0" 16' - 8" 3' - 4" 6' - 0" 10' - 0" 6' - 0" 3' - 6" 9' - 8" 3' - 6" 6' - 0" 10' - 0" 9' - 4" 16' - 8" 9' - 4" 10' - 0" 6' - 0" 5' - 4"16' - 8"8' - 8"15' - 4"18' - 0"15' - 4"8' - 8"16' - 8"5' - 4" RPZ 118 ELECT 119 J1 J1 J1J1 W4W4 W4 W4 W4W4 W4 W4 W4W4W4 W4 W4 W6 J1 J1 W4W4 W4 W4 W4 W4 W4 W4W4 W4 W4W4 W6 S1 S1 S1 S1 3' - 9 3/4" COVERED PATIO COVERED PATIO COVERED PATIO COVERED PATIO ROD & SHELF(5)WIRE SHELVES ON ADJUSTABLE STANDARDS RO D & S H E L F ROD & SHELF RO D & S H E L F ROD & SHELF (5)WIRE SHELVES ON ADJUSTABLE STANDARDS RO D & SH E L F RO D & SH E L F COVERED ENTRY COVERED ENTRY COVERED ENTRY COVERED ENTRY J3J3J3J3 W6 W6 W6 W6 RADON PIPE PROVIDE 1" RIGID INSUL. INSIDE 5/8" TYPE 'X' GYP BOARD PROVIDE 1" RIGID INSUL. INSIDE 5/8" TYPE 'X' GYP BD 1' - 6" 1' - 6" 1' - 6" VS H T SE A L E D VS H T SE A L E D J4 VS H T SE A L E D VS H T SE A L E D COVERED ENTRY TO 2ND FLOOR COVERED ENTRY TO 2ND FLOOR COVERED ENTRY TO 2ND FLOOR COVERED ENTRY TO 2ND FLOOR ADJUSTABLE WIRE SHELF MOUNTED AT 4'-0", SEE DETAIL 4/A500, TYPICAL FOR ALL ACCESSIBLE UNITS ADJUSTABLE WIRE SHELF MOUNTED AT 4'-0", SEE DTL 4/A500, TYPICAL FOR ALL ACCESSIBLE UNITS VSHT CPT ADA THRESHOLD - TYP VSHT CPT PA PAPA 3 BEDROOM RESIDENT UNIT 1181 SF 3 BEDROOM RESIDENT UNIT 1181 SF 3 BEDROOM RESIDENT UNIT 1181 SF 3 BEDROOM RESIDENT UNIT 1181 SF 5' - 6" CL-3 CL-3 CL-3 CL-3 BEDROOM 3 113 W6 W6 W6 W6 MEDICINE CABINET TO BE FRAMED BETWEEN STUDS. COORDINATE WITH STRUCTURAL DRAWINGS - TYP. A-4214A 4B 4C 4D A-421 5A 5B 5C 5D A-4215A 5B 5C 5D SIM OPP A-4215A 5B 5C 5D SIM OPP A-422 3 2B 2A A-422 4 2B 2A A-422 4 2B 2A A-422 4 2B 2A SIM OPP SIM OPP A-42214A-422 14 PROVIDE 5/4" BLOCKING @ CORNER TERMINATION A-422 14 SIM OPP SIM OPP CG CG CG CG CG UP UP UPUP PROVIDE 1" RIGID INSUL. INSIDE 5/8" TYPE 'X' GYP BOARD PROVIDE 1" RIGID INSUL. INSIDE 5/8" TYPE 'X' GYP BD ALIGN 1" CONTINUOUS RIGID INSULATION TO CORNER - TYP. PROVIDE 5/4" BLOCKING @ CORNER TERMINATION ALIGN 1" CONTINUOUS RIGID INSULATION TO CORNER - TYP. CORRIDOR 116 CORRIDOR 116 CLOSET 116A CLOSET 116A CORRIDOR 116 CORRIDOR 116 CLOSET 116A CLOSET 116A VS H T VS H T These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 2 1 : 3 5 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ THREE BEDROOM BUILDING - FIRST FLOOR PLAN TNZ NPD A-105 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/4" = 1'-0"1 FIRST FLOOR PLAN - 3 BEDROOM (BUILDINGS 3, 5, 6)NOTE: TRUE NORTH VARIES, REFER TO CIVIL DRAWINGS NOTE: SEE THE APARTMENT UNIT KEYPLAN ON SHEET G-002 FOR LOCATION OF ADA AND HVI UNITS A-2032 A-203 A-203 A-203 1 4 3 ENT-1 FC CC-1 BR CL-3 BR BA L-1 L-1 BA BR CL-3 BR CC-1 FC CL-3 BRBAL-1 BR CC-1 FCFCCC-1 BR CL-3 BR BA L-1 1 A-311 2 A-311 3 A-311 ENT-1 ENT-1 ENT-1 BEDROOM 3 113 CLOSET 113A LINEN 110 BATHROOM 109 TOILET 112 CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 STAIR 214 LIVING ROOM 106 DINING 105 KITCHEN 107CLOSET 111A BEDROOM 2 111 ENTRY 101 BEDROOM 3 113 CLOSET 113A LINEN 110 BATHROOM 109 TOILET 112 CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 ENTRY 101 STAIR 214 LIVING ROOM 106 DINING 105 KITCHEN 107 BEDROOM 2 111 CLOSET 111A CLOSET 113A LINEN 110 BATHROOM 109 TOILET 112 CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 ENTRY 101 STAIR 214 LIVING ROOM 106 DINING 105 KITCHEN 107 BEDROOM 2 111 CLOSET 111A BEDROOM 3 113 CLOSET 113A LINEN 110 BATHROOM 109TOILET 112CLOSET 108A BEDROOM 108 CLOSET 104 MECH 103 STAIR 214 LIVING ROOM 106 DINING 105 KITCHEN 107 CLOSET 111A BEDROOM 2 111 ENTRY 101 PA PA PAPA HW 102 HW 102 HW 102 15' - 2"VIF 7' - 1"5' - 11"1' - 0 5/8"1' - 4 3/8" 3' - 10 7/16"5' - 10 13/16"1' - 8 3/4"4' - 0" 4' - 1 1/4"5' - 9"5' - 11 1/4"8' - 8 3/4" 7' - 5 1 / 2 " 3' - 1 3 / 4 " 1' - 8 3 / 4 " 2' - 4 3 / 4 " 17 ' - 7 3 / 4 " 3' - 6 3 / 4 " 8' - 9 3/8" HW 5 1/16" 2' - 5 1 / 4 " HW HW HW HW 102 VSHTCPT VSHT CPT VSHT CPT VS H T CP T VS H T CP T 16' - 8"8' - 8"15' - 4"18' - 0"15' - 4"8' - 8"16' - 8" 99' - 4" 11 ' - 4 " 6' - 0 " 4' - 0 " 3' - 0 " 21 ' - 4 " 3' - 0 " 25 ' - 4 " 16 ' - 8 " 25 ' - 4 " 3' - 0 " 67 ' - 4 " 11 ' - 4 " 6' - 0 " 4' - 0 " 3' - 0 " 21 ' - 4 " 11 ' - 4 " 6' - 0 " 4' - 0 " 3' - 0 " 21 ' - 4 " 11 ' - 4 " 6' - 0 " 4' - 0 " 3' - 0 " 21 ' - 4 " 16' - 8"8' - 8"15' - 4"18' - 0"15' - 4"8' - 8"16' - 8" 99' - 4" 3' - 0 " 25 ' - 4 " 16 ' - 8 " 25 ' - 4 " 3' - 0 " 67 ' - 4 " W2 W2 W2 W1 W2 W1 W2 W2 W2 W2 W1 W2W2 W2 W2 W1 10' - 8"6' - 0"8' - 8"8' - 4"7' - 0"3' - 6"5' - 6"5' - 6"3' - 6"7' - 0"8' - 4"8' - 8"6' - 0"10' - 8" 10' - 8"6' - 0"8' - 8"8' - 4"7' - 0"3' - 6"5' - 6"5' - 6"3' - 6"7' - 0"8' - 4"8' - 8"6' - 0"10' - 8" 25 ' - 4 " 3' - 6 " 4' - 1 0 " 4' - 1 0 " 3' - 6 " 25 ' - 4 " 25 ' - 4 " 3' - 6 " 4' - 1 0 " 4' - 1 0 " 3' - 6 " 25 ' - 4 " COVERED PORCH COVERED PORCH LINE OF ATTIC ACCESS HATCH ABOVE BEDROOM 3 113 J1J1 J1J1 W4W4 W4 W4 W4 W4W4W4 W4 W6 W4W4 W4 W4 W4 W4W4W4 W4 W6 J1 J1 COVERED PORCH COVERED PORCH ROD & SHELF(5)WIRE SHELVES ON ADJUSTABLE STANDARDS RO D & S H E L F RO D & S H E L F J3 J3 J3 W6 W6 W6 W6 LOW WALL UNDERNEATH , TYPICAL J4 CPT VCT VS H T VS H T RADON PIPERADON PIPE 3 BEDROOM RESIDENT UNIT 1202 SF 3 BEDROOM RESIDENT UNIT 1202 SF 3 BEDROOM RESIDENT UNIT 1202 SF 3 BEDROOM RESIDENT UNIT 1202 SF CL-3 CL-3 CL-3CL-3 MEDICINE CABINET TO BE FRAMED BETWEEN STUDS. COORDINATE WITH STRUCTURAL DRAWINGS - TYP. @ ALL 3 BEDROOM UNITS. A-421 6A 6B 6C 6D A-421 6A 6B 6C 6D SIM OPP A-421 6A 6B 6C 6D A-421 6A 6B 6C 6D SIM OPP A-422 4 2B 2A A-422 4 2B 2A A-422 4 2B 2A A-422 4 2B 2A SIM OPP SIM OPP A-42214 SIM OPPA-422 14 A-422 14 A-42214SIM OPP BR BR CL-3 BR BR CL-3 CL-3 BR BR CL-1 BR BR CL-3 CL-1 CL-1 CL-1 DNDN DN DN CORRIDOR 116 CLOSET 116A CORRIDOR 116 CLOSET 116A CORRIDOR 116 CORRIDOR 116 CLOSET 116A CLOSET 116A VS H T These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 2 1 : 4 6 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ THREE BEDROOM BUILDING - SECOND FLOOR PLAN TNZ NPD A-106 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/4" = 1'-0"1 SECOND FLOOR PLAN - 3 BEDROOM (BUILDINGS 3, 5, 6)NOTE: TRUE NORTH VARIES, REFER TO CIVIL DRAWINGS NOTE: SEE THE APARTMENT UNIT KEYPLAN ON SHEET G-002 FOR LOCATION OF ADA AND HVI UNITS A-204 2 A-2043 A-204 4 A-204 1 A-422 9A A-422 7A 79' - 4" 6' - 6 " 6' - 6 " 10 ' - 1 0 " 4' - 1 0 " 6' - 2 " 11 ' - 2 " 46 ' - 0 " 25' - 8"17' - 4"29' - 4"7' - 0" 5' - 5 1/2" 0" 11 ' - 0 " 12 ' - 4 " 22 ' - 8 " 46 ' - 0 " 10' - 0 1/2"5' - 3 1/2" 5' - 4 3/4"8' - 2 1/2"5' - 4 3/4" 2' - 3 3 / 4 " 5' - 4 3 / 4 " 4' - 7 3 / 8 " 9' - 5 5 / 8 " 5' - 4 1 / 4 " 5' - 4 3 / 4 " 8' - 5 3 / 4 " 1' - 8 " 4' - 11 1/2" 2' - 4 3 / 4 " 14 ' - 9 1 / 4 " 7' - 10"9' - 6"9' - 6"20' - 11"13' - 7"11' - 6"6' - 6" 5' - 8"2' - 0"5' - 8"18' - 0" 7' - 10"9' - 6"8' - 4" 5' - 4 " 7' - 0 " 5' - 6 " 4' - 8 " 7' - 0 " 5' - 6 " A-422 8 A-422 10 712 SF COMMUNITY ROOM 105 114 SF COMPUTER ROOM 108 57 SF MECHANICAL ELECTRICAL 107 233 SF CORRIDOR 102 114 SF SERVICE PROVIDER OFFICE 103 9 SF CLOSET 103A 42 SF VESTIBULE 101 210 SF MANAGERS OFFICE 116 341 SF MAINTENANCE ROOM 115 57 SF VESTIBULE 113 147 SF MENS ROOM 112 146 SF WOMENS ROOM 110 37 SF MECHANICAL 111 COVERED PORCH COVERED PORCH 107 104 103A 103 101A 116 110 111 112 114 113 115A 101 105 113A W2 W2 W3A W3A W2 W2W2 W2 W2W2 W2 W2 115 W2 2' - 0" DF 2' - 6 1/4"4' - 7 1/4"8' - 0 7/8" 2' - 8" CLEAR 5' - 0" 1' - 6" CLR 3' - 0"EQ EQ EQ EQ 6' - 10 1/4" W5 2 3/4"10' - 1 1/2" 6' - 1 1/4" 6' - 0" 6' - 9 1/4" SLOPE FLOOR DOWN 2" RADON PIPE 2' - 0" W4 PROVIDE IN WALL BLOCKING AT 5'-0" AFF - ROD & SHELF KNOX BOX - COORD. INSTALLATION WITH FIRE MARSHAL LINE OF ATTIC ACCESS HATCH ABOVE W4 W4 W4W4 W4 W4 W4 W4 W4 MOP BASIN & MOP HOLDER SEE PLUMB DWGS 4 A-311 4' - 0" 4"3' - 0" MIN 1' - 8" MIN 1' - 8"3' - 0"4" W5 DESK/WORKBENCH AND CHAIR (NIC) (5) ADJ. PLAM SHELVES ON HEAVY DUTY BRACKETS AND STANDARDS CLEAR SPACE FOR WATER/RPZ 10' - 6 1/4"6' - 9 3/4" 5' - 0" TV W2 2' - 0" 2' - 10 3/4" 12 SF CLOSET 116A ROD & SHELF COPIER (NIC) 1' - 8" 4' - 0" (NIC) (NIC) (NIC) (NIC) THRU-WALL LOCKING DROP BOX WITH CHUTE - BOD: PROTEX WDC-160 3 A-312 7B EQ EQ A-107 2 FDFD FOB FOB DO O R O P P . DO O R O P P . DF 2' - 7 1/4" FEC FEC CG-1 CG-1 CG-1 CG-1 CG-1 1' - 9 1/2"13' - 4 1/2" 28' - 8" W3 W3 DO O R O P P . 249 SF LAUNDRY / FITNESS CENTER 120 13' - 0" W3 W3 W3 A-422 5B 5A 5C A-4226B 6A UTILITY SINK 1' - 8" CARD MACHINE TACK BOARD FD 2' - 0" MINIMUM 4' - 6" 9B 108 W4 W4 TE M P E R E D TE M P E R E D FRP @ WALLS TO 4'-0" A.F.F. 1-HOUR HORIZONTAL SHAFT ASSEMBLY (CLG TYPE 4) PER NER-258 JULY 1, 2008: 1" GYP SHAFT LINER PANELS, 2-1/2" 20 GA C-H STUDS AT 24" O.C. MAX, AND (1) LAYER OF 5/8" TYPE 'C' GYP BD. 1-HOUR HORIZONTAL SHAFT ASSEMBLY (CLG TYPE 4) PER NER-258 JULY 1, 2008: 1" GYP SHAFT LINER PANELS, 2-1/2" 20 GA C-H STUDS AT 24" O.C. MAX, AND (1) LAYER OF 5/8" TYPE 'C' GYP BD. 3 A-312 1' - 8 3/4" 1' - 8 3/4" EQ EQ EQ EQ 3/8" GAP - BACKER ROD & SEALANT CAST STONE CAP (2) PIECE LINE OF MANUF. STONE BELOW 4 5/8"4 5/8" 4 5/8" 4 5/8" These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 2 2 : 0 5 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ COMMUNITY BUILDING - FLOOR PLAN TNZ JM A-107 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/4" = 1'-0"1 FIRST FLOOR PLAN - COMMUNITY BUILDING ACTUAL 1 1/2" = 1'-0"2 ENLARGED PLAN DETAIL - TYP COMMUNITY ROOM PORCH COLUMN N FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 1 1 1 2 2 2 3 3 3 3 333 3 4 4 5 5 56 7 7 8 8 8 8 1010 10 10 12 12 1414 14 14 23 TYP 11115 2 A-313 FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 12 2 1 1 23 33 3 3 3 3 3335 8 8 8 8 11 11 1111 FDC # 202122 14 14 LOCATE WALL PACK APPROXIMATELY 6" BELOW FINISHED SOFFIT CENTERED ON STORAGE CLOSET WALLS -TYP. 1 A-313 FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 1 1 1 2 2 2 3 3 3 3 333 3 4 4 5 5 56 7 7 8 8 8 8 1010 10 10 12 12 14 14 14 14 23 TYP 1111 2 A-313 FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 12 2 1 1 23 33 3 3 3 335 8 8 8 8 11 11 1111 14 1414 14 1 A-313 PREMISE IDENTIFICATION HE I G H T WIDTH FIRE MARSHALL TO CONFIRM SIZE & LOCATION @ ALL LOCATIONS -TYP. These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FI L E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/ 9 / 2 0 1 9 9 : 2 1 : 3 4 A M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 9 \ 1 8 6 1 0 . 0 0 _ F r a n c e s A p a r t m e n t s P h I I _ C e n t r a l _ R 1 9 _ j o e m c n i n c h . r v t 18610.00 TNZ One Bedroom Building - Exterior Elevations TNZ NPD A-201 Construction Documents LIFETIME HOUSING DEVELOPMENT CORPORATION FRANCES APARTMENTS PHASE II 425 PAUL ROAD ROCHESTER, NY 14624 07/08/2019 LIFETIME WAY TOWN OF SWEDEN, NY 20186087 1/8" = 1'-0"1 ONE BEDROOM BUILDING - EXTERIOR ELEVATION 1 1/8" = 1'-0"2 ONE BEDROOM BUILDING - EXTERIOR ELEVATION 2 1/8" = 1'-0"3 ONE BEDROOM BUILDING - EXTERIOR ELEVATION 3 1/8" = 1'-0"4 ONE BEDROOM BUILDING - EXTERIOR ELEVATION 4 ELEVATION KEY NOTES wt DESCRIPTION 1 ASPHALT SHINGLES - TYPICAL 2 SHINGLE OVER RIDGE VENT 3 VINYL LAP SIDING 4 SIMULATED CEDAR SHAKE VINYL SIDING 5 VINYL SINGLE HUNG WINDOW 6 VINYL REINFORCED HANDRAIL 7 ALUMINUM WRAPPED 1X3 WD OVER 2X8 WD FASCIA AT RAKE 8 VINYL CORNER TRIM 9 3" X 4" CORRUGATED RECTANGULAR ALUMINUM DOWNSPOUT 10 5" ALUMINUM 'K' GUTTER 11 INSULATED EXTERIOR DOOR - SEE DOOR SCHEDULE 12 1X8 ALUMINUM WRAPPED BAND BOARD 13 CMU FOUNDATION - SEE STRUCTURAL DRAWINGS 14 STRUCTURAL COLUMN WRAPPED IN FIBER CEMENT TRIM WITH PVC TRIM BASE, TYPICAL 15 ADHERED STONE VENEER 16 CAST STONE CAP 17 APPROXIMATE GRADE 18 24" DIAMETER DECORATIVE VINYL LOUVER 19 NOT USED 20 6" HIGH BUILDING NUMBER ON PVC MOUNTING BLOCK, COORDINATE NUMBER AND LOCATION WITH G-002 21 TRUSS ID, COORDINATE LOCATION AND DETAIL WITH G-002, EXACT LOCATION TO BE DETERMINED BY FIRE MARSHAL 22 FIRE DEPARTMENT CONNECTION AND SIGN, COORDINATE DETAIL W/ M.E.P. DRAWINGS. COORDINATE LOCATION WITH G-002 23 EXHAUST VENT, SEE MEP DRAWINGS FOR ALL LOCATIONS FIRST FLOOR LEVEL +0' - 0" SECOND FLOOR LEVEL +9' - 8 1/8" TOP OF PLATE +17' - 8 1/2" 1 1 2 2 2 3 3 3 3 4 5 556 7 8 8 8 10 10 10 11 12 1 2 2 3 33 4 56 7 8 8 8 10 10 11 12 14 1414 14 14 23 TYP FIRST FLOOR LEVEL +0' - 0" SECOND FLOOR LEVEL +9' - 8 1/8" TOP OF PLATE +17' - 8 1/2" 1 1 2 1 3 33 3 3 3 3 3335 8 8 8 8 11 11 1111 2 123 FDC # 202122 14 14 LOCATE WALL PACK APPROXIMATELY 6" BELOW FINISHED SOFFIT CENTERED ON STORAGE CLOSET WALLS - TYP. FIRST FLOOR LEVEL +0' - 0" SECOND FLOOR LEVEL +9' - 8 1/8" TOP OF PLATE +17' - 8 1/2" 1 1 2 2 2 3 3 3 3 4 5 556 7 8 8 8 10 10 10 11 12 1 2 2 3 33 4 56 7 8 8 8 10 10 11 12 14 14 14 14 14 23 TYP FIRST FLOOR LEVEL +0' - 0" SECOND FLOOR LEVEL +9' - 8 1/8" TOP OF PLATE +17' - 8 1/2" 1 1 2 1 3 33 3 3 3 3 3335 8 8 8 8 11 11 1111 2 123 14 14 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SW BR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SW BR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH: SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 3/11/2020 12:06:27 PM C :\1-Local R evit M odels 2020\20011.00_H ubbard Springs Apartm ents 8-Plex_kam illahr.rvt 20011.00 TNZ TW O BEDROOM BUILDING - EXTERIOR ELEVATIONIS TNZ NPD A-202 SCHEMATIC DESIGN ROCHESTER'S CORNERSTONE GROUP HUBBARD SPRINGS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 03/11/2020 TBD 1/8" = 1'-0"1 TW O BEDROOM BUILDING - EXTERIOR ELEVATION 1 1/8" = 1'-0"2 TW O BEDROOM BUILDING - EXTERIOR ELEVATION 2 1/8" = 1'-0"3 TW O BEDROOM BUILDING - EXTERIOR ELEVATION 3 1/8" = 1'-0"4 TW O BEDROOM BUILDING - EXTERIOR ELEVATION 4 ELEVATION KEY NOTES wt DESCRIPTION 1 ASPHALT SHINGLES - TYPICAL 2 SHINGLE OVER RIDGE VENT 3 VINYL LAP SIDING 4 SIMULATED CEDAR SHAKE VINYL SIDING 5 VINYL SINGLE HUNG W INDOW 6 VINYL REINFORCED HANDRAIL 7 ALUMINUM W RAPPED 1X3 WD OVER 2X8 WD FASCIA AT RAKE 8 VINYL CORNER TRIM 9 3" X 4" CORRUGATED RECTANGULAR ALUMINUM DOW NSPOUT 10 5" ALUMINUM 'K' GUTTER 11 INSULATED EXTERIOR DOOR - SEE DOOR SCHEDULE 12 1X8 ALUMINUM W RAPPED BAND BOARD 13 CMU FOUNDATION - SEE STRUCTURAL DRAW INGS 14 STRUCTURAL COLUMN WRAPPED IN FIBER CEMENT TRIM W ITH PVC TRIM BASE, TYPICAL 15 ADHERED STONE VENEER 16 CAST STONE CAP 17 APPROXIMATE GRADE 18 24" DIAMETER DECORATIVE VINYL LOUVER 19 NOT USED 20 6" HIGH BUILDING NUMBER, COORDINATE NUMBER AND LOCATION W ITH G-002 21 TRUSS ID, COORDINATE LOCATION AND DETAIL WITH G-002, EXACT LOCATION TO BE DETERMINED BY FIRE MARSHAL 22 FIRE DEPARTMENT CONNECTION AND SIGN, COORDINATE DETAIL W/ M.E.P. DRAW INGS. COORDINATE LOCATION W ITH G-002 23 EXHAUST VENT, SEE MEP DRAW INGS FOR ALL LOCATIONS FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 1 2 2 3 3 3 3 4 5 56 7 8 8 8 10 10 10 11 12 4 7 8 5 1 12 2 3 333 4 556 7 8 8 8 10 10 10 11 1247 853 14 1414 14 14 14 1414 23 TYP 1111 FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 1 23 33 3 3 3 3 3335 8 8 11 11 1111 2 123 1 8 8 FDC # 202122 1414 LOCATE WALL PACK APPROXIMATELY 6" BELOW FINISHED SOFFIT CENTERED ON STORAGE CLOSET WALLS -TYP. FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 1 2 2 3 3 3 3 4 5 56 7 8 8 8 10 10 10 11 12 4 7 8 5 1 12 2 3 333 4 556 7 8 8 8 10 10 10 11 1247 853 14 1414 14 14 14 14 14 23 TYP 11 11 FIRST FLOOR LEVEL +0' -0" SECOND FLOOR LEVEL +9' -8 1/8" TOP OF PLATE +17' -8 1/2" 1 1 23 33 3 3 3 335 8 8 11 11 1111 2 123 1 8 8 1414 14 14 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FI L E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/ 9 / 2 0 1 9 9 : 2 1 : 3 9 A M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 9 \ 1 8 6 1 0 . 0 0 _ F r a n c e s A p a r t m e n t s P h I I _ C e n t r a l _ R 1 9 _ j o e m c n i n c h . r v t 18610.00 TNZ Three Bedroom Building - Exterior Elevations TNZ NPD A-202 Construction Documents LIFETIME HOUSING DEVELOPMENT CORPORATION FRANCES APARTMENTS PHASE II 425 PAUL ROAD ROCHESTER, NY 14624 07/08/2019 LIFETIME WAY TOWN OF SWEDEN, NY 20186087 1/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"2 EXTERIOR ELEVATION - EAST 1/8" = 1'-0"3 EXTERIOR ELEVATION - SOUTH 1/8" = 1'-0"4 EXTERIOR ELEVATION - WEST ELEVATION KEY NOTES wt DESCRIPTION 1 ASPHALT SHINGLES - TYPICAL 2 SHINGLE OVER RIDGE VENT 3 VINYL LAP SIDING 4 SIMULATED CEDAR SHAKE VINYL SIDING 5 VINYL SINGLE HUNG WINDOW 6 VINYL REINFORCED HANDRAIL 7 ALUMINUM WRAPPED 1X3 WD OVER 2X8 WD FASCIA AT RAKE 8 VINYL CORNER TRIM 9 3" X 4" CORRUGATED RECTANGULAR ALUMINUM DOWNSPOUT 10 5" ALUMINUM 'K' GUTTER 11 INSULATED EXTERIOR DOOR - SEE DOOR SCHEDULE 12 1X8 ALUMINUM WRAPPED BAND BOARD 13 CMU FOUNDATION - SEE STRUCTURAL DRAWINGS 14 STRUCTURAL COLUMN WRAPPED IN FIBER CEMENT TRIM WITH PVC TRIM BASE, TYPICAL 15 ADHERED STONE VENEER 16 CAST STONE CAP 17 APPROXIMATE GRADE 18 24" DIAMETER DECORATIVE VINYL LOUVER 19 NOT USED 20 6" HIGH BUILDING NUMBER ON PVC MOUNTING BLOCK, COORDINATE NUMBER AND LOCATION WITH G-002 21 TRUSS ID, COORDINATE LOCATION AND DETAIL WITH G-002, EXACT LOCATION TO BE DETERMINED BY FIRE MARSHAL 22 FIRE DEPARTMENT CONNECTION AND SIGN, COORDINATE DETAIL W/ M.E.P. DRAWINGS. COORDINATE LOCATION WITH G-002 23 EXHAUST VENT, SEE MEP DRAWINGS FOR ALL LOCATIONS A-203 FIRST FLOOR LEVEL +0' - 0" COMM BLDG PLATE +9' - 1 1/8" 12 3 3 33 4 4 5 5 5 6 7 7 8 8 8 8 10 10 11 12 12 13 141516 18 17 173' - 0 " TYP 2' - 8" FIRST FLOOR LEVEL +0' - 0" COMM BLDG PLATE +9' - 1 1/8" 1 2 2 3 3 8 10 10 13 15 16 17 1 55555 8 17523TYP FIRST FLOOR LEVEL +0' - 0" COMM BLDG PLATE +9' - 1 1/8" 1 22 333 4 5 7 8 88 1010 11 12 13141516 18 17 17 TYP 2' - 8" 23 TYP 8 FIRST FLOOR LEVEL +0' - 0" COMM BLDG PLATE +9' - 1 1/8" 2 3 3 3 4 4 56 7 7 8 10 10 12 12 13 14 15 16 18 17 17 1 2 1 3 5555 8 8 811 11151416133' - 0" # 2021 # 20 21 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FIL E P A T H : SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 7/2 / 2 0 1 8 3 : 2 5 : 5 5 P M C: \ 1 - L o c a l R e v i t M o d e l s 2 0 1 7 \ 1 7 5 4 0 . 0 0 _ M i l t on M e a d o w s _ C e n t r a l _ 2 _ n i c h o l a s d . r v t 17540.00 TNZ COMMUNITY BUILDING - EXTERIOR ELEVATIONS & TYPICAL DETAILS TNZ NPD A-204 Construction Documents ROCHESTER'S CORNERSTONE GROUP MILTON MEADOWS APARTMENTS 460 WHITE SPRUCE BLVD ROCHESTER, NY 14623 07/02/2018 20176042 1/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"2 EXTERIOR ELEVATION - EAST 1/8" = 1'-0"3 EXTERIOR ELEVATION - SOUTH 1/8" = 1'-0"4 EXTERIOR ELEVATION - WEST ELEVATION KEY NOTES wt DESCRIPTION 1 ASPHALT SHINGLES - TYPICAL 2 SHINGLE OVER RIDGE VENT 3 VINYL LAP SIDING 4 SIMULATED CEDAR SHAKE VINYL SIDING 5 VINYL SINGLE HUNG WINDOW 6 VINYL REINFORCED HANDRAIL 7 ALUMINUM WRAPPED 1X3 WD OVER 2X8 WD FASCIA AT RAKE 8 VINYL CORNER TRIM 9 3" X 4" CORRUGATED RECTANGULAR ALUMINUM DOWNSPOUT 10 5" ALUMINUM 'K' GUTTER 11 INSULATED EXTERIOR DOOR - SEE DOOR SCHEDULE 12 1X8 ALUMINUM WRAPPED BAND BOARD 13 CMU FOUNDATION - SEE STRUCTURAL DRAWINGS 14 STRUCTURAL COLUMN WRAPPED IN FIBER CEMENT TRIM WITH PVC TRIM BASE, TYPICAL 15 ADHERED STONE VENEER 16 CAST STONE CAP 17 APPROXIMATE GRADE 18 24" DIAMETER DECORATIVE VINYL LOUVER 19 NOT USED 20 6" HIGH BUILDING NUMBER, COORDINATE NUMBER AND LOCATION WITH G-002 21 TRUSS ID, COORDINATE LOCATION AND DETAIL WITH G-002, EXACT LOCATION TO BE DETERMINED BY FIRE MARSHAL 22 FIRE DEPARTMENT CONNECTION AND SIGN, COORDINATE DETAIL W/ M.E.P DRAWINGS. COORDINATE LOCATION WITH G-002 23 EXHAUST VENT, SEE MEP DRAWINGS FOR ALL LOCATIONS MH RIM=406.91 HYD WM CONC. E E W C STORMWATER BASINS 30' SETBACK EMERGENCY ACCESS PLAYGROUND CLUBHOUSE 3 BR 2 BR 2 BR 1 BR 3 BR 1 BR CU L V E R R D ROUTE 104 EXISTING BUILDING PROPERTY LINE 1 BR 1 BR 2 BR 2 BR 2 BR 3 BR 20' - 0" 20' RG&E EASEMENT 30' - 0" 50' - 0" 30' - 0"30' - 0" 50' - 0" ALIGN CENTERLINE OF PROPOSED DRIVEWAY WITH BROOKDALE PARK SITE DATA: EXISTING ZONING: R-1 PROPOSED ZONING: R-5 USE:MULTIPLE DWELLINGS SUBJECT TO PROVISIONS OF §235-19 PROPOSED DWELLINGS: 1 BR -4 BLDGS (8 UNITS/BLDG) 2 BR -5 BLDGS (8 UNITS/BLDG) 3 BR -3 BLDGS (8 UNITS/BLDG) TOTAL BUILDINGS = 12 (8 UNITS/BLDG) TOTAL UNITS = 96 R-5 REGULATIONS (§235-19):REQUIRED MIN. LOT DIMENSIONS 100’WIDE, 120’DEEP, 3,000 SF OF LOT AREA PER DWELLING UNIT, WITH A MIN. OF 15,000 SF. 10.341 +/-ACRES (450,453.96 +/-SF) MIN. YARD DIMENSIONS FRONT & REAR -50' SIDES -25' OR A DISTANCE EQUAL TO HEIGHT OF BUILDING, WHICHEVER IS GREATER FRONT & REAR -50' SIDES -30' MAX BUILDING HEIGHT 30'28'-11" TO 29'-9" OFF STREET PARKING (2) FOR EACH DWELLING UNIT (1) PARKING SPACE FOR EACH 1 BR UNIT = 32 SPACES (2) PARKING SPACES FOR EACH 2 BR UNIT = 80 SPACES (2) PARKING SPACES FOR EACH 3 BR UNIT = 48 SPACES TOTAL PARKING SPACES PROPOSED = 160 SPACES PLUS 32 BANKED PARKING SPACES = 192 SPACES PROPOSED ONE-BEDROOM: 480 SF TWO-BEDROOM: 580 SF THREE-BEDROOM: 680 SF MIN. DIMENSION OF DWELLINGS: ONE-BEDROOM: 741 -788 SF TWO-BEDROOM: 959 -1,001 SF THREE-BEDROOM: 1,181 -1,227 SF 20' - 0" 50' SETBACK LANDBANKED PARKING LANDBANKED PARKING Town of Irondequoit | July 24, 2020 Providence Housing -Proposed Site Plan 1" = 40'-0"1 SITE PLAN N 2590 Culver Road Irondequoit, New York Wambach Property Project Manager: Designed By:Drawn By: Checked By: Date Issued:Scale: Project Number: Drawing Number: Note: Unauthorized alteration or addition to this drawing is a violation of the New York State Education Law Article 145, Section 7209. REVISIONS NO.DATE DESCRIPTION REV.CK'D of Copyright © Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C 1" = 60' 14079.00 06/30/2020 SM-01 A. HART A. MCNAMARA C. WOOD 1 1 www.bergmannpc.com 280 East Broad Street Suite 200 Rochester, NY 14604 office:585.232.5135 fax:585.232.4652 Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C. SUBDIVISION MAP WAMBACH PROPERTY Project Manager: Designed By:Drawn By: Checked By: Date Issued:Scale: Project Number: Drawing Number: 1" = 40' Note: Unauthorized alteration or addition to this drawing is a violation of the New York State Education Law Article 145, Section 7209. 2590 Culver Road Irondequoit, New York Wambach Property 14056.00 03/19/2019 REVISIONS NO.DATE DESCRIPTION REV.CK'D of Copyright © Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C A. HART A. MCNAMARA C. WOOD EXISTING CONDITIONS SURVEY EX-1 1 1 www.bergmannpc.com 280 East Broad Street Suite 200 Rochester, NY 14604 office:585.232.5135 fax:585.232.4652 Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C. Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. 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. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological 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? archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local ag ency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for EAF Mapper Summary Report Wednesday, July 22, 2020 9:46 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]No Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]No Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report 280 East Broad Street TEL: 585.232.5135 Suite 200 www.bergmannpc.com Rochester, NY 14604 Providence Housing – Irondequoit Apartments EAF Part 1 – Narrative Description The proposed action involves rezoning the subject site from the existing R1 Residential District to the proposed R5 Residential District. The existing zoning allows for single family residential dwellings as well as several other uses; however, this district does not allow for multiple dwellings or a dwelling group for multiple families. The proposed R5 Residential District includes multiple dwellings or a dwelling group as a permitted use which would enable Providence Housing to move forward with their intended multibuilding apartment complex development. The primary effect that the proposed action would have on the environment is the change in permitted use of the site. The proposed rezoning would allow for a higher density of residential units on the subject site; however, the other permitted uses would remain largely the same as permitted under the existing R1 Residential District. The proposed R5 Residential District would still maintain the residential character of the neighborhood and any development would still be subject to Site Plan Review by the Planning Board. The proposed project will include (12) 2-story buildings of (1), (2), or (3) bedrooms, with a total of 96 apartment units, along with a 1-story community building. Parking for the proposed project will include 160 parking spaces and 32 banked parking spaces for a total of 192 parking spaces. In regard to concerns over the potential for increased traffic resulting from the proposed development, a Traffic Impact Study is being prepared to analyze the anticipated impacts from Providence Housing’s proposed multibuilding apartment complex development. The results of the study will be provided to the Town Board prior to the workshop meeting on August 11th. Proposed Lot 1 (Part of T.A. No. 92.10-3-1 and 92.10-3-2) Irondequoit, New York, 14622 All that tract or parcel of land situate in the Town Lot 42, Township 14, Range 7, Town of Irondequoit, County of Monroe, State of New York, being more particularly bounded and described as follows: Beginning at a point on the easterly right of way line of Culver Road (County Road 120) as appropriated by the Monroe County Department of Transportation (Map No. 35, Parcel No. 40), said point also being on the division line between the lands now or formerly of Peter G. Wambach (Liber 6644 of Deeds, Page 153) on the north and the lands of Culver Manor Subdivision (Liber 59 of Maps, Page 12) on the south, said point is also the southwest corner of Proposed Lot 1 as shown on a map entitled “Subdivision Map Wambach Property”, said map to be filed in the Monroe County Clerk’s Office; thence, North 03°02'01" West, on the said easterly right of way line of Culver Road, a distance of 169.42 feet to a point on the division line between Proposed Lot 3 on the north and said Lot 1 on the south; thence, the following three courses on said division line: 1) Southeasterly on a curve to the left, having a radius of 30.00 feet, an arc length of 47.26 feet, a central angle of 90°15'28", a chord bearing of South 48°09'45" East and a chord length of 42.52 feet; thence, 2) North 86°42'31" East, a distance of 310.81 feet to a point; thence, 3) North 03°17'29" West, a distance of 282.13 feet to a point on the southerly right of way line of New York State Route 104 as appropriated by the New York State Department of Public Works (Map No. 216, Parcel No. 318); thence, the following two courses on said southerly right of way line of New York State Route 104: 1) North 86°35'51" East, a distance of 404.79 feet to a point; thence, 2) North 76°44'05" East, a distance of 506.51 feet to a point on the division line between said Proposed Lot 1 on the west and Proposed Lot 2 on the east; thence, South 03°04'17" East, on said division line, a distance of 509.92 feet to a point on the north line of said Culver Manor Subdivision; thence, South 86°42'31" West, on said north line of Culver Manor Subdivision, a distance of 1,243.26 feet to the Point of Beginning. Said parcel containing 10.341 acres, more or less, being Proposed Lot 1 as shown on a map entitled “Subdivision Map Wambach Property, 2590 Culver Road, Irondequoit, New York” prepared by Bergmann Associates, dated June 30, 2020, and Project No. 14079.00. Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD CALLING FOR A PUBLIC HEARING ON THE MATTER OF REZONING A PORTION OF 2590 CULVER ROAD FROM R-1 RESIDENTIAL TO C- BUSINESS DISTRICT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, Land Tech Surveying & Planning, acting as agent for PEMM, LLC, has submitted an application for rezoning a portion of land located at 2590 Culver Road from R-1 Residential to C-Business District (the “Application”), and WHEREAS, Town board accepts the Application for review and consideration; and WHEREAS, the Application has been referred to the Town Planning Board and the Monroe County Planning Department for review and comment pursuant to the requirements of New York Town Law and New York General Municipal Law. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby schedules a public hearing on this matter on September 15, 2020 at 7:37 p.m. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION DECLARING THE TOWN BOARD’S INTENT TO SERVE AS LEAD AGENCY REGARDING STATE ENVIRONMENTAL QUALITY REVIEW (SEQR) At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town WHEREAS, the Town Board has accepted a rezoning application related to the development of a portion of real property located at 2590 Culver Road (“Project”); and WHEREAS, the proposed development will require the future applications to the Planning Board for subdivision and site plan review and to the Irondequoit Zoning Board of Appeals for area variance(s); and WHEREAS, actions undertaken by the Town of Irondequoit must comply with environmental impact assessment requirements as prescribed by 6 N.Y.C.R.R. Part 617 and the State Environmental Quality Review Act (“SEQR”); and WHEREAS, the Project is classified as an Unlisted Action because it is not listed under 6 N.Y.C.R.R. §§ 617.4(b) or 617.5(c); and WHEREAS, the Town will conduct a coordinated review with the Planning Board and Zoning Board for the purposes of SEQR; and WHEREAS, the Town will give notification to all other involved and interested agencies pursuant to 6 N.Y.C.R.R. § 617.6(b); and WHEREAS, the Town Board has received and reviewed Part I of the Short Environmental Assessment Form (“SEAF”), dated July 28, 2020. NOW, THEREFORE, BE IT RESOLVED, that the Town Board declares its intent to be Lead Agency for the purposes of the State Environmental Quality Review Act. AND, BE IT FURTHER RESOLVED, that the Town will notify all other involved and interested agencies and transmit to them the SEAF. Seconded by the Town Board Member ____________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. 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. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological 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? archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local ag ency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for EAF Mapper Summary Report Wednesday, July 22, 2020 9:46 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]No Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]No Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report Resolution No. 2020 - EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE RENEWAL OF AN AGREEMENT WITH HARPER DANESH LLC TO PERFORM ACTUARIAL ANALYSES OF THE COST OF OTHER (NON-PENSION) POST EMPLOYMENT BENEFITS OF TOWN EMPLOYEES AS REQUIRED BY THE GOVERNMENT ACCOUNTING STANDARDS BOARD PRONOUNCEMENT No. 75 At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney to the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, the Government Accounting Standards Board (GASB) has issued certain requirements known as pronouncement no. 75 which pertains to the analysis of the cost of post employment (except pension) fringe benefits provided to employees, with provision that the analysis is updated every two (2) years; and WHEREAS, it is necessary for the Town to have the services of a qualified actuary to perform the analysis of the future cost of other (non pension) post employment benefits; and WHEREAS, pursuant to Resolution No. 2016-221, the Town Board authorized the Supervisor to enter into an agreement with Harper Danesh LLC to provide actuarial services to the Town; and WHEREAS, the current agreement with Harper Danesh LLC expires on August 31, 2020 and allows for two (2) one-year optional renewals; and WHEREAS, funding for the actuary service is included in the 2020 budget of the Office of the Comptroller, account 001-1315-4120. NOW, THEREFORE, BE IT RESOLVED, that the Town Board authorizes the Town Supervisor to enter into a one-year renewal of the Town’s agreement with Harper Danesh LLC, in the amount of $2,000, for actuary services pertaining to the cost of other post employment benefits in response to the requirements of GASB 75. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting_________________ Town Board Member Perticone voting_________________ Town Board Member Romeo voting_________________ Town Board Member Freeman voting_________________ Town Supervisor Seeley voting_________________ Resolution No. 2020- __________ EXTRACT OF MINUTES OF A MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE CHIEF OF POLICE TO ENTER INTO A MEMORANDUM OF UNDERSTANDING WITH THE GREATER ROCHESTER AREA NARCOTICS ENFORCEMENT TEAM (GRANET) At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time, there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, the Irondequoit Police Department is a member of the Greater Rochester Area Narcotics Enforcement Team (“GRANET”), a task force comprised of the Rochester Police Department; the Monroe County Sheriff’s Office; Town and Village Police Departments within Monroe County; the Monroe County District Attorney’s Office; the Bureau of Alcohol, Tobacco, Firearms and Explosives; the Drug Enforcement Administration, and the New York Army National Guard Counter Drug Unit; and WHEREAS, the mission of GRANET is to achieve maximum coordination and cooperation of member agencies, and to bring to bear their combined resources, to primarily investigate mid- and upper-level narcotic related offences in the Greater Rochester/Monroe County area, utilizing State and Federal laws; and WHEREAS, the GRANET member agencies wish to enter into a memorandum of understanding (“MOU”) outlining the mission of GRANET, formalizing the relationships between them with regard to policy guidance, planning, training, public relations, reimbursements , funding, media coordination, and interagency cooperation; and WHEREAS, each member agency of GRANET will bear its own overtime costs for participating officers (where necessary) and contribute the use of its own existing equipment to GRANET, provided that the City of Rochester will furnish office space and hire support staff to assist GRANET, and other expenses shall be funded with asset forfeiture monies; and WHEREAS, the Town is authorized to participate in federal programs pursuant to General Municipal Law § 99-h, to enter into agreements with state agencies pursuant to General Municipal Law § 99-r, and to enter into intermunicipal agreements pursuant to General Municipal Law § 119- o; and WHEREAS, the Chief of Police recommends entering into an MOU with GRANET, and the Town Board has determined that such MOU is in the best interests of the Town, its residents, and the Irondequoit Police Department. NOW THEREFORE, BE IT RESOLVED, that the Town Board authorizes the Chief of Police to enter into the MOU with GRANET in substantially the form attached hereto and made a part hereof. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING INTERMUNICIPAL COOPERATIVE AGREEMENT FOR POLICE RESPONSE BETWEEN THE CITY OF ROCHESTER AND THE TOWN OF IRONDEQUOIT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, it is requested that Town Board approval be given for the Town Supervisor to enter into an Intermunicipal Cooperative Agreement for Police Response with the City of Rochester (“City”) to govern the police response to breaches of security at Delta Sonic Car Wash, located at 611 East Ridge Road within the Town of Irondequoit (“Town”) and an adjacent parcel located at 1535 Hudson Ave within the City; and WHEREAS, the parcels of land upon which the Delta Sonic Car Wash is situated are within both the City and the Town according to land maps; and WHEREAS, the Chief of Police recommends that the Irondequoit Police Department respond to breaches of security at Delta Sonic Car Wash ; and WHEREAS, the Town is authorized to enter into intermunicipal agreements with the City pursuant to General Municipal Law Section 119-o. NOW, THEREFORE, BE IT RESOLVED, that the Town Board authorizes the Supervisor to enter into the Intermunicipal Cooperative Agreement for Police Response in substantially the form attached hereto as may be approved by the Attorney for the Town. This resolution shall take effect immediately. Seconded by the Town Board Member ___________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020-_____________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION TO DECLARE CERTAIN EQUIPMENT AS SURPLUS PROPERTY At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of June, 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ___________ offered the following resolution and moved its adoption: WHEREAS, the Department of Public Works along with other Departments in the Town of Irondequoit uses certain equipment to perform services for the Town, and from time to time such equipment needs to be replaced; and WHEREAS, each piece of equipment listed on the attached Addendum “A” is several years old and no longer used by the Town; and WHEREAS, the Town intends to auction the Equipment at the online municipal auction to occur in September 2020. NOW THEREFORE BE IT RESOLVED, that the Town Board hereby declares said equipment (serial numbers set forth in Addendum “A,” which is attached hereto and made a part hereof) as surplus and authorizes the Town Supervisor to execute and deliver such documentation as necessary to auction said Equipment at the next appropriate municipal equipment auction. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member _____________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Addendum “A” Year Fleet # Description KVS# Public Works 2008 3 Roller- LeeBoy model 400T, Serial # 49798 006562 2015 104 Chevy Colorado extended cab VIN #1GCHTCE39F1209495 2015 105 Chevy Colorado extended cab VIN #1GCHTCE35F1209252 2015 107 Chevy Colorado crew cab VIN #1GCGTCE38F1209600 2001 138 Sterling 6 wheel plow dump salter 002925 VIN #2FZAAZA891AH94101 2002 144 Sterling 6 wheel plow dump salter 008487 VIN #2FZAAZA802AK44316 Large pile of millings: 10,270 cubic yards 2017 A.E.D.- serial # B17B-00342 Operations Center 2012 A.E.D.- serial # BF12-011080 007044 DPW Repair Garage Parks 2012 A.E.D.- serial # B12F-01123 007043 McAvoy 2007 A.E.D.- serial #B07A-01138 006463 Camp Eastman-Conference Center 2017 A.E.D.- serial #B17B-0034 002908 Woodcraft Camp 2016 A.E.D.- serial #B16F-07031 117 Kings Hwy- Baseball Park Year Fleet # Description KVS# Public Safety Building 2007 A.E.D.- serial # B07A-01031 006465 Courts 2007 A.E.D.- serial #B07-01330 006466 Police Recreation 2012 A.E.D.- serial #B12F-01136 007042 Pinegrove Community Center Town Hall 2007 A.E.D.- serial # B07A-01142 006484 Library 2007 A.E.D.- serial # B07A-01036 006467 Resolution No. 2020 - ________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION RENEWING AGREEMENT FOR THE GRINDING OF WOOD WASTE At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, the Town Board at its August 20, 2019 meeting adopted a resolution (No. 2019- 195) awarding a contract for the grinding of wood waste to SM Gallivan, LLC; and WHEREAS, pursuant to Section 3.1 of the contract bid terms and conditions, the Town Board may at its option extend the contract with SM Gallivan, LLC for up to two (2) additional (1) one- year extensions; and WHEREAS, the town wishes to renew the contract for one additional year ending August 1, 2021 under the same conditions and cost; and WHEREAS, funding for this expense will be available in account # 001.8160.4120; and NOW THEREFORE BE IT RESOLVED, that the Town Board renews, for one year through August 1, 2021, the Grinding of Wood Waste contract with SM Gallivan, LLC in the amount of $265.00 per hundred yards of grinding wood waste; AND, BE IT FURTHER RESOLVED THAT, the Town Board authorizes the Town Supervisor to execute any and all documents related to this extension. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ 8506203_1 Resolution No. 2020 - ________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION FOR THE AWARD OF A BID FOR REDI PUMP STATION IMPROVEMENTS At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, due to the severely increased high-water level of Lake Ontario in the last few years New York State has formed the Lake Ontario Resiliency and Economic Development Initiatives (REDI) and allocated funding to increase the resilience of several projects. The Town of Irondequoit has received awards to increase the resiliency of the pump station improvements at the Seabreeze Pump Station and the Point Pleasant (German Village) Pump Station (the ”Project”); and WHEREAS, the Town of Irondequoit issued an Invitation to Bid and caused the Notice to Bid for the Project to be published in the Irondequoit Post on August 6, 2020, and published the Invitation to Bid on the Town website in compliance with General Municipal Law § 103, Chapter 51 of the Irondequoit Town Code, and Town Law Article 12, requesting bids for Irondequoit REDI-Pump Station Improvements (Town Bid No. 2020-10), in order to compute the best value to the Town; and WHEREAS, sealed bids were received and publicly opened and read on August 14, 2020; and WHEREAS, the lowest responsible bidder was Dakksco in the amount of $89,544; and WHEREAS, funding for this expense will be available in account #399.8120.2012 ; and WHEREAS, pursuant to Resolution 2020-124; the Town Board determined that the Project is a Type II Action as one for the replacement, rehabilitation or reconstruction of a structure or 8506203_1 facility, in kind, on the same site pursuant to 6 NYCRR part 617.5 (c) (2), and therefore all requirements of the State Environmental Quality Review Act have been met. NOW THEREFORE BE IT RESOLVED, that the Town Board awards the bid for Irondequoit RED- Pump Station Improvements to Dakksco in the amount of $89,544. AND, BE IT FURTHER RESOLVED THAT, the Town Board authorizes the Town Supervisor to execute any and all documents related to this award. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- EXTRACT OF MINUTES OF A MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE SUPERVISOR TO ENTER INTO A PAYMENT IN LIEU OF TAXES AGREEMENT FOR IRONDEQUOIT SENIOR HOUSING DEVELOPMENT FUND CORP. AND IRONDEQUOIT SENIOR LIVING LLC At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th of August 2020 at 7:00 P.M. local time, there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ____________offered the following resolution and moved its adoption: WHEREAS, Irondequoit Senior Housing Development Fund Corp. (the “Corporation”) and Irondequoit Senior Living LLC (the “Company”) wish to develop an affordable housing project consisting of approximately 80 residential units for persons of low income (the “Project”) for the property depicted as “Lot 2” on the subdivision approved by the Planning Board on February 23, 2020 (the “Property”); and WHEREAS, the Corporation is or will be the fee owner of the Property and the Company will be the beneficial and equitable owner of the Property pursuant to a declaration of interest and nominee agreement; and WHEREAS, Section 577(1)(a) of the Private Housing Finance Law authorizes the Town Board to exempt from real property taxation the project of a housing development fund company; and WHEREAS, the Corporation and the Company have submitted a request to the Town Board to enter into a Payment in Lieu of Taxes Agreement (“PILOT Agreement”) for the Property; and WHEREAS, the Town Board has carefully reviewed the information provided by the Corporation and Company and considered the financial impact of the request upon the Town and its taxpayers; and WHEREAS, the Town Board has determined that the development of the Property lies in the best interests of the Town and that the PILOT Agreement is in the Town’s best interests. NOW, THEREFORE, BE IT RESOLVED, that The Town Board hereby authorizes the Town Supervisor to execute and enter into the PILOT Agreement, substantially in the form annexed hereto as Exhibit A, on behalf of the Town and to execute any and all necessary additional documents. The resolution shall take effect immediately upon its adoption. Seconded by Town Board Member ________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Exhibit A (PILOT Agreement) 1 PAYMENT IN LIEU OF TAXES AGREEMENT This Payment in Lieu of Taxes Agreement (this “Agreement”) is made this ___ day of __________, 2020, by and between the TOWN OF IRONDEQUOIT, a municipal corporation with offices at 1280 Titus Avenue, Rochester, New York 14617 (hereinafter called the “Town”), IRONDEQUOIT SENIOR HOUSING DEVELOPMENT FUND CORP., a corporation organized under the Not-For-Profit Corporation Law and Article 11 of the Private Housing Finance Law, with offices at 249 Norton Village Lane, Rochester, New York 14609 (hereinafter called the “HDFC”) and IRONDEQUOIT SENIOR LIVING LLC, a limited liability company, with offices at 249 Norton Village Lane, Rochester, New York 14609 (hereinafter called the “Project LLC”). WITNESSETH: WHEREAS, the HDFC is or will be the fee simple owner of record of the real property described in Schedule “A” attached hereto on which the project is or will be situate; and WHEREAS, the Project LLC is or will be the beneficial and equitable owner of such property pursuant to a declaration of interest and nominee agreement providing that all beneficial and equitable right, title and interest in and to the property be held by the Project LLC; and WHEREAS, the HDFC and the Project LLC will develop, own, maintain and operate a housing project for persons of low income at the Property, anticipated to consist of approximately eighty (80) residential rental units, and commonly known as Irondequoit Senior Housing (the “Project”); and WHEREAS, by Resolution No. 2020-___, adopted August ___, 2020, the Town approved a property tax exemption for the Project pursuant to Section 577 of the New York State Private Housing Finance Law (the “PHFL”). NOW, THEREFORE, it is mutually agreed, by and between the parties hereto, as follows: 1. The following parcels of real property (the “Subject Real Property”), more particularly described in Schedule A hereto, shall be owned by the HDFC and the Project LLC and developed into affordable housing units: [INSERT ADDRESS] SBL No. [__________] 2. Pursuant to Section 577 of the PHFL, the property listed in Paragraph 1 shall be exempt from Town, East Irondequoit Central School District (“School”) and County of Monroe (“County”) real property taxes, other than assessments for local improvements. The Town acknowledges and represents that it is the appropriate legislative body to issue such exemption pursuant to the requirements of Section 577 of the PHFL. Such exemption shall be effective on the 2022 assessment roll, used for the levy of Town and County taxes for 2023 and School taxes for 2022-2023, provided the HDFC acquires title to the Subject Real Property on or before 2 February 28, 2022 and the Project LLC acquires the beneficial and equitable interests in the Subject Real Property on or before February 28, 2022. The exemption shall continue for forty (40) years, through the Town’s and County’s 2062 tax year and the School’s 2061-2062 tax year (the “Exemption Term”), unless terminated sooner under section 9 of this Agreement. 3. For as long as this Agreement remains in effect, the HDFC and Project LLC shall ensure that the Subject Real Property is used solely for the purpose of providing a housing project for persons of low income and purposes incidental thereto. 4. So long as some or all of the subject properties is exempt from real property taxes, the HDFC and/or Project LLC shall make annual payments to the Town, in lieu of taxes, equal to 5.00% of the annual “shelter rent” received on the tax-exempt properties for the first fifteen (15) years of the Exemption Term, increasing to 7.50% of the annual “shelter rent” received on the tax-exempt properties for the sixteenth (16th) through fortieth (40th) year of the Exemption Term. “Shelter rent” shall mean gross rents less utility costs, as presently defined in Subsection 1(a) of Section 33 of the Private Housing Finance Law. The payments for a given tax year shall be computed on the rents received by the HDFC and/or Project LLC during its fiscal year ending within that tax year, and shall be paid within thirty (30) days after the end of the HDFC’s and/or Project LLC’s fiscal year. Any amount not paid by its due date shall accrue interest at the rate provided by law for the Town's real property taxes. 5. Tenant income levels and rents charged at the Project must meet the requirements of the low-income housing tax credit program established by Section 42 of the Internal Revenue Code (26 USC sec. 42) of 1986, as amended. 6. The HDFC and/or Project LLC shall annually obtain audited financial statements and an audit of their compliance with all terms of this Agreement and of Article 11 of the Private Housing Finance Law, as applicable, prepared by independent certified public accountants, and shall provide such statements and reports to the Town annually. The Town shall, upon reasonable notice, have access to all documents and records of the Project, including computerized records, on an ongoing basis. Such records shall include all tenant-eligibility records and all financial records. The Town shall be permitted to inspect the Project upon request. 7. During the term of this Agreement, the HDFC shall not transfer fee title to the Subject Real Property and the Project LLC shall not transfer beneficial and equitable ownership of the Subject Real Property without the prior written approval of the Town. 8. The HDFC and the Project LLC, as applicable, shall comply with all provisions of Article 11 of the Private Housing Finance Law in their ownership and operation of the Project. 9. If the HDFC or Project LLC violates any provision of this Agreement, and such violation is not cured within sixty (60) days after written notification of such violation by the Town, the tax exemptions granted under section 2 hereof shall immediately terminate. The Town shall provide a copy of any notice of violation hereunder given to the HDFC or Project LLC simultaneously to any other such address as the Project LLC may provide in writing to the 3 Town. The Town agrees to accept payments due hereunder from other affiliates of the Borrower and Project mortgagees pursuant to the same terms and conditions hereof as if provided by the HDFC or Project LLC. 10. The term of this Agreement shall be forty (40) years. [END OF PAGE -SIGNATURES FOLLOW IMMEDIATELY ON NEXT PAGE] IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the day and year first above written. TOWN OF IRONDEQUOIT By: Name: Title: IRONDEQUOIT SENIOR HOUSING DEVELOPMENT FUND CORP. By: Name: Margaret J. Hill Title: Authorized Signatory IRONDEQUOIT SENIOR LIVING LLC By: Irondequoit Senior Living MM LLC Its: Managing Member By: Rochester Management, Inc. Its: Managing Member By: Name: Margaret J. Hill Title: Authorized Signatory [END OF PAGE - ACKNOWLEDGMENTS FOLLOW IMMEDIATELY ON NEXT PAGE] Acknowledgments STATE OF NEW YORK ) COUNTY OF MONROE ) ss: On the ___ day of __________ in the year 2020 before me, the undersigned, a Notary Public in and for said State, personally appeared _________________, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public STATE OF NEW YORK ) COUNTY OF MONROE ) ss: On the ___ day of __________ in the year 2020 before me, the undersigned, a Notary Public in and for said State, personally appeared Margaret J. Hill, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public Resolution Number 2020- EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE SPECIAL EVENT LICENSE FOR YELLOWJACKET RACING/ FLEET FEET’S ROCHESTER MARATHON (FULL AND HALF) AND RELAY At a Regular Town Board Meeting of the Town Board of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 18th day of August 2020 at 7:00 p.m. local time, there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member offered the following resolution and moved its adoption: WHEREAS, the Town Clerk’s Office received an application from YellowJacket Racing/Fleet Feet to host the Rochester Marathon, Half Marathon and Relay on Sunday, September 20, 2020 from 7:30 a.m. to 2:00 p.m.; and WHEREAS, the proposed start is at Maplewood Park at 4:00 a.m. and the finish area is at Frontier Field at 2:00 p.m.; and WHEREAS, YellowJacket Racing/Fleet Feet is seeking permission to utilize a portion of Irondequoit for the long-existing Rochester Half and Full Marathon; and WHEREAS, YellowJacket Racing/Fleet Feet has been working with both the Rochester Police Department and the Irondequoit Police Department on the route (which is the same as in 2019) and traffic control and are in the process of filing permits with the New York State Department of Transportation and the Monroe County Department of Transportation; and WHEREAS, the Coast Guard and Monroe County Department of Transportation have been contacted about keeping the O’Rorke Bridge closed to boat traffic for the duration of the event; and WHEREAS, proof of insurance, which expires on November 1, 2020, has been reviewed and approved by the Town insurance carrier. NOW, THEREFORE, BE IT RESOLVED , that the Town Board approves the Special Event License to conduct the Rochester Marathon, Half Marathon and Relay on Sunday, September 20, 2020 from 7:30 a.m. to 2:00 p.m., upon the condition that YellowJacket Racing/Fleet Feet notifies all affected residents before the event. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member and duly put to vote, which resulted as follows: Town Board Member Wehner voting Town Board Member Perticone voting Town Board Member Romeo voting Town Board Member Freeman voting Town Supervisor Seeley voting