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HomeMy WebLinkAbout1 - Public Hearing Aquifer application Ramco Cayuga Medical Associates    September 20, 2021    Town of Cortlandville – Code Enforcement Officer  3577 Terrace Road   Cortland, NY 13045  Attn: Bruce Weber    Re:  Planning Board – Cayuga Medical Associates  1113 Tompkins Street (NYS Route 13)  Cortland, NY 13045     Dear Bruce,   On behalf of Cayuga Medical Associates (CMA) and Marchuska Brothers Construction, we are submitting  the enclosed information to solicit informal feedback from the Town of Cortlandville Planning Board  regarding this project.  The overall project includes the demolition of the existing building and site  features to facilitate the construction of a ±21,000 SF medical facility on the ±3.24 acre parcel located at  the above address.  The facility will be operated by Cayuga Medical Facility and is intended to provide  primary care, specialty care services and out‐patient laboratory services.       As you are aware we presented the project informally to the Planning Board at their August 31, 2021  meeting.  Responses to verbal comments received at that meeting are as follows:    Responses to Informal Planning Board Comments Received on August 31, 2021:     1. Planning Boad members asked that the development team consider adding sidewalk along the  parcel’s frontage.    Response: The development team does not currently support the addition of sidewalk along the  parcel’s frontage for pedestrian access due to there not being any pedestrian facilities located on  the Route 13 frontage of the neighboring parcels to the north and south.      2. Planning Board asked that we consider the Town’s Design and Development Guidelines and  Business District Design Specifications when designing site and building improvements.    Response: It is the opinion of the development team that the project largely complies with the  guidelines outlined in the aforementioned documents.  Specifically, the siting of the building at a  similar setback as the neighboring buildings (while complying with the minimum setback  requirement), placement of loading/unloading, refuse/recycling collection facilities behind the  building and out of public view, a reasonable amount of landscaping that includes a hedge to  provide some screening of the parking facilities from the public view.    Sidewalk is not provided along the parcel frontage for the reason noted above.      Building materials are those consistent with industry trends and client’s development goals.    Planning Board Submittal        9/20/21  Cayuga Medical Associates  1113 NYS Route 13    2    The site design provides an area for safe patient drop‐off lane and ADA accessible parking close  to the building.     As shown in the Truck Turn Plan, emergency vehicles can maneuver in and out of the site.  In  addition, the development team has been in early communications with the Town’s Code  Enforcement Officer/Fire Marshall and Fire Chief to review the extent of the proposed site  improvements as they relate to emergency vehicle access.  The development team will continue  to work with the Town and Fire Department to ensure emergency accessibility is acceptable.    Parking is located primarily to the side and rear of the proposed facility rather than between the  building and the street.     Site lighting provided is all LED and dark‐sky/full cut‐off compliant.  The resulting design and  photometrics provides no light spill across the parcel boundary.     3. The Planning Board expressed concerns over the additional traffic generated by the proposed  medical facility.    Response:  It should be noted that the parcel was formerly an auto service facility which  generated traffic.  As stated in the traffic Trip Generation and Distribution Assessment prepared  by the Project’s transportation subconsultant, SRF & Associates, the Former Wilcox Tire and  Service facility generated 34 AM peak and 33 PM peak hour trips.  The proposed medical facility  is anticipated to generate 63 PM and 74 PM for a net increase of 29 AM peak and 41 PM peak  hour trips.  Based on this data, a  full Traffic Impact Study (TIS) is not warranted.      This trip generation letter along with the preliminary Phase 1 & 2 Site Plan have NYSDOT.   NYSDOT has responded stating that a dual exit (right out & left out) access drive would not be  permitted.  The drawings included with this submittal reflect a change to eliminate the dual exit  driveway so to provide a full‐access driveway with a single entering lane and a single right/left  turn lane.  The development team is awaiting feedback from NYSDOT and will keep the Town  informed as to NYSDOT’s feedback.      Aquifer Protection:    This project is within an area of a Sole Source Aquifer (Wellhead Protection Zone 1b) and thereby  requires Aquifer Protection Permit approval from the Town Board.  We have enclosed the Aquifer  Protection District Special Permit application and associated fee payment.  As part of the Special Permit  application, a summary of potentially hazardous and/or toxic substance generation, handling, storage  and disposal is to be provided.  This facility, operating as a medical facility, will generate medical waste.   Below is a summary as provided by CMA as to the generation, handling, storage and disposal of medical  waste with CMA’s response in italics:    1. Summary of medical waste generated: Mainly sharps with some regulated medical waste that  would include wound dressings/bandages/gauze and PPE when necessary.    2. Summary of medical procedures which medical wastes are to be generated: CMA would be  performing very minor procedures like injections, blood draw collections, wound debridement  Planning Board Submittal        9/20/21  Cayuga Medical Associates  1113 NYS Route 13    3    and packing, skin tag and wart removal, suture removal and then very minor biopsies. No major  surgical procedures would be performed on‐site.    3. Approximately how much medical waste per week/month would be generated:  This site would  generate approximately 3 boxes (20”x20”x20”) of sharp and medical waste per month.    4. Description of how medical waste is collected and stored onsite Following OSHA, federal and  state guidelines, sharp waste is placed in sharps containers stored in exam rooms and other  identified areas as needed. These containers are in locked cabinets in patient care areas to  ensure only staff has access. For regulated medical waste, these items are disposed of in a  container separate from regular waste designated by a red bag and biohazard sticker. These  containers are stored in select procedure rooms and in a selected locked storage area.    5. Description of how medical waste is collected, transported and ultimately disposed of: Following  OSHA, federal and state guidelines, all sharps and/or regulated medical waste that become full  will be emptied and replaced with new containers or bags. The full containers will be stored in a  designated locked area within the building and be packaged up for transport following our third‐ party vendors (Stericylce) instructions and provided packing materials. The third‐party vendor  will pick up all sharps and medical waste and place in their vehicles for transport and take it back  to their waste management facility for proper disposal.    Beyond the medical waste noted above, no other hazardous and/or toxic materials will be  generated, stored or disposed of onsite.  Stormwater runoff will be collected by proposed storm  sewer infrastructure and routed to a proposed infiltration basin.  NYSDEC’s Stormwater  Management Design Manual does have special requirements for the use of infiltration practices in a  sole source aquifer area.  The intent is to comply with these requirements.  Additional soil borings  and infiltration testing is currently underway to verify compliance.    So we may initiate formal review by the Town Planning Board, we are providing the following  information.     This letter – 12 copies   Site Plan Application – 12 copies   Aquifer Protection Permit Application – 12 copies   Long Form EAF – 12 Copies    Site Development Plans, 24x36 – 12 copies   Architectural Floor Plan, 24x36 – 12 copies   Architectural Elevations, 24x36 – 12 copies   Engineers Report – 1 copy   Lighting Cut Sheets – 12 copies   Trip Generation and Distribution Assessment – 12 copies   Owner Authorization – 12 copies   Aquifer Permit Fee Payment: $500.00 Check  Planning Board Submittal        9/20/21  Cayuga Medical Associates  1113 NYS Route 13    4     Site Plan Application Fee Payment: $750.00 Check   CD containing electronic copes of the attached    In addition to Site Plan Review by the Planning Board, it is our understanding that the Town Board will  review the requested Aquifer Protection Permit.  We ask that the Town distribute the necessary  documents to the Town Board to initiate that review process as soon as practicable.     We respectfully request that we be placed on the agenda for the Planning Board’s September 27, 2021  meeting where we may formally introduce the project to he Planning Board and initiate the site plan  review process.    We look forward to working with the Town of Cortlandville through the site plan review and approval  process for this project.  Please do not hesitate to contact our office if you have any questions or need  additional information.  Respectfully submitted,    Adam M. Fishel, PE, CPESC  Marathon Engineering  cc:  Adam Long – Cayuga Medical Associates     Justin Marchuska – Marchuska Brothers Construction, LLC      Page 1 of 13 Full Environmental Assessment Form Part 1 - Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor; and, when possible, generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A & B. In Sections C, D & E, most items contain an initial question that must be answered either “Yes” or “No”. If the answer to the initial question is “Yes”, complete the sub-questions that follow. If the answer to the initial question is “No”, proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the DSSOLFDQWRUproject sponsor to verify that the information contained in Part 1is accurate and complete. A. Project and $SSOLFDQWSponsor Information. Name of Action or Project: Project Location (describe, and attach a general location map): Brief Description of Proposed Action (include purpose or need): Name of Applicant/Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: Project Contact (if not same as sponsor; give name and title/role): Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO: State: Zip Code: Cayuga Medical Facility - 1113 Tompkins St. Cortlandville, NY 1113 Tompkins Street (NYS Route 13), Tax ID 95.5-01-19.000 Proposed demolition of existing building and site features to allow the construction of a +/-21,200 SF (plus +/-8,500 SF future addition) medical facility. Also included are site, parking, access, grading, drainage, utility, lighting and landscaping improvement. Ramco Development & Holdings, LLC 607.786.3726 justin.marchuska@marchuskabrothers.com 408 Commerce Road Vestal NY 13850 Marathon Engineering - Adam Fishel, PE, CPESC 607.241.2917 afishel@marathoneng.com 840 Hanshaw Road, Suite 6 Ithaca NY 14850 The First National Bank of Dryden 607.844.8141 7 West Main Street, PO Box 25 Dryden NY 13053 Page 2 of 13 B. Government Approvals B. Government Approvals Funding, or Sponsorship.(“Funding” includes grants, loans, tax relief, and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Required Application Date (Actual or projected) a. City&RXQVHOTown%RDUG,Yes  No or Village Board of Trustees b. City, Town or Village  Yes  No Planning Board or Commission c. City Town or  Yes  No Village Zoning Board of Appeals d. Other local agencies  Yes  No e. County agencies  Yes  No f. Regional agencies  Yes  No g. State agencies  Yes  No h. Federal agencies  Yes  No i. Coastal Resources. i. Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway?Yes  No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? Yes  No iii. Is the project site within a Coastal Erosion Hazard Area? Yes  No C. Planning and Zoning C.1. Planning and zoning actions. Will administrative or legislative adoption, or amendment of a plan, local law, ordinance, rule or regulation be the  Yes No only approval(s) which must be granted to enable the proposed action to proceed? x If Yes, complete sections C, F and G. x If No, proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2. Adopted land use plans. a. Do any municipally- adopted (city, town, village or county) comprehensive land use plan(s) include the site  Yes  No where the proposed action would be located? If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action  Yes  No would be located? b.Is the site of the proposed action within any local or regional special planning district (for example: Greenway Yes  No Brownfield Opportunity Area (BOA); designated State or Federal heritage area; watershed management plan; or other?) If Yes, identify the plan(s): _______________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan,  Yes  No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ✔Town of Cortlandville Town Board - Aquifer Protection Special Permit & SEQR ✔Town of Cortlandville Planning Board - Site Plan ✔ ✔Town DPW - water and sewer ✔Cortland County Planning - 239M/N, Cortland County DOH-backflow ✔NYSDOT - driveway, NYDOH-backflow ✔ ✔ ✔ ✔ ✔ ✔ NYS Major Basins:Upper Susquehanna ✔ Page 3 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. Yes  No If Yes, what is the zoning classification(s) including any applicable overlay district? _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ b. Is the use permitted or allowed by a special or conditional use permit? Yes  No c. Is a zoning change requested as part of the proposed action? Yes  No If Yes, i.What is the proposed new zoning for the site? ___________________________________________________________________ C.4. Existing community services. a. In what school district is the project site located? ________________________________________________________________ b. What police or other public protection forces serve the project site? _________________________________________________________________________________________________________ c. Which fire protection and emergency medical services serve the project site? __________________________________________________________________________________________________________ d. What parks serve the project site? __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ D. Project Details D.1. Proposed and Potential Development a. What is the general nature of the proposed action (e.g., residential, industrial, commercial, recreational; if mixed, include all components)? _________________________________________________________________________________________________________ b. 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 c. Is the proposed action an expansion of an existing project or use? Yes  No i.If Yes, what is the approximate percentage of the proposed expansion and identify the units (e.g., acres, miles, housing units, square feet)? % ____________________ Units: ____________________ d. Is the proposed action a subdivision, or does it include a subdivision? Yes  No If Yes, i.Purpose or type of subdivision? (e.g., residential, industrial, commercial; if mixed, specify types) ________________________________________________________________________________________________________ ii. Is a cluster/conservation layout proposed? Yes  No iii.Number of lots proposed? ________ iv.Minimum and maximum proposed lot sizes? Minimum __________ Maximum __________  Yes  No _____ months _____ _____ month _____ year HWill WKHproposed action be constructed in multiple phases? LIf No, anticipated period of construction: LLIf Yes: x Total number of phases anticipated x Anticipated commencement date of phase 1 (including demolition) x Anticipated completion date of final phase _____ month _____year x Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: _______________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ✔ ✔ ✔ NY State Police & Cortland County Sheriff Cortlandville Fire Department +/-3.24 3.4 3.24 ✔ ✔ ✔ 2 8 5-10 First phase would include construction of +/-21,200 SF building, associated critical utilities, access, parking (+/-100 parking spaces), lighting, drainage, landscaping. Second phase would include construction of +/-8,500 SF), an additional +/-35 parking spaces, lighting, drainage and landscaping. Page 4 of 13 f. Does the project include new residential uses? Yes No If Yes, show numbers of units proposed. One Family Two Family Three Family Multiple Family (four or more) Initial Phase ___________ ___________ ____________ ________________________ At completion of all phases ___________ ___________ ____________ ________________________ g. Does the proposed action include new non-residential construction (including expansions)? Yes  No If Yes, i. Total number of structures ___________ ii.Dimensions (in feet) of largest proposed structure: ________height; ________width; and _______ length iii.Approximate extent of building space to be heated or cooled: ______________________ square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any  Yes  No liquids, such as creation of a water supply, reservoir, pond, lake, waste lagoon or other storage? If Yes, i.Purpose of the impoundment: ________________________________________________________________________________ ii.If a water impoundment, the principal source of the water:  Ground water  Surface water streams  Other specify: _________________________________________________________________________________________________________ iii.If other than water, identify the type of impounded/contained liquids and their source. _________________________________________________________________________________________________________ iv.Approximate size of the proposed impoundment. Volume: ____________ million gallons; surface area: ____________ acres v.Dimensions of the proposed dam or impounding structure: ________ height; _______ length vi.Construction method/materials for the proposed dam or impounding structure (e.g., earth fill, rock, wood, concrete): ________________________________________________________________________________________________________ D.2. Project Operations a. Does the proposed action include any excavation, mining, or dredging, during construction, operations, or both?  Yes  No (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i .What is the purpose of the excavation or dredging? _______________________________________________________________ ii.How much material (including rock, earth, sediments, etc.) is proposed to be removed from the site? x Volume (specify tons or cubic yards): ____________________________________________ x Over what duration of time? ____________________________________________________ iii.Describe nature and characteristics of materials to be excavated or dredged, and plans to use, manage or dispose of them. ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iv.Will there be onsite dewatering or processing of excavated materials? Yes  No If yes, describe. ___________________________________________________________________________________________ ________________________________________________________________________________________________________ v.What is the total area to be dredged or excavated? _____________________________________acres vi.What is the maximum area to be worked at any one time? _______________________________ acres vii.What would be the maximum depth of excavation or dredging? __________________________ feet viii.Will the excavation require blasting? Yes  No ix.Summarize site reclamation goals and plan: _____________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ b. Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment  Yes  No into any existing wetland, waterbody, shoreline, beach or adjacent area? If Yes: i.Identify the wetland or waterbody which would be affected (by name, water index number, wetland map number or geographic description): ______________________________________________________________________________________________ _________________________________________________________________________________________________________ +/-21,200 SF initially with +/-8,500 SF future addition stormwater infiltration basin is proposed Only general construction excavation is proposed. ✔ ✔ 1 +/-29,700 ✔ ✔ ✔ Page 5 of 13 ii. iii. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures, or alteration of channels, banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ Will WKHproposed action cause or result in disturbance to bottom sediments?Yes No If Yes, describe: __________________________________________________________________________________________ iv.Will WKHproposed action cause or result in the destruction or removal of aquatic vegetation? Yes  No If Yes: x aFUHV of DTXDWLFvegetation proposed to be removed ___________________________________________________________ x H[SHFWHG acreage of aquatic vegetation remaining after project completion________________________________________ x purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): ____________________________ ____________________________________________________________________________________________________ x proposed method of plant removal: ________________________________________________________________________ x if chemical/herbicide treatment will be used, specify product(s): _________________________________________________ v.Describe any proposed reclamation/mitigation following disturbance: _________________________________________________ _________________________________________________________________________________________________________ c. Will the proposed action use, or create a new demand for water? Yes  No If Yes: i.Total anticipated water usage/demand per day: __________________________ gallons/day ii.Will the proposed action obtain water from an existing public water supply? Yes  No If Yes: x Name of district or service area: _________________________________________________________________________ x Does the existing public water supply have capacity to serve the proposal? Yes  No x Is the project site in the existing district? Yes  No x Is expansion of the district needed? Yes  No x Do existing lines serve the project site? Yes  No iii.Will line extension within an existing district be necessary to supply the project? Yes  No If Yes: x Describe extensions or capacity expansions proposed to serve this project: ________________________________________ ____________________________________________________________________________________________________ x Source(s) of supply for the district: ________________________________________________________________________ iv.Is a new water supply district or service area proposed to be formed to serve the project site? Yes  No If, Yes: x Applicant/sponsor for new district: ________________________________________________________________________ x Date application submitted or anticipated: __________________________________________________________________ x Proposed source(s) of supply for new district: _______________________________________________________________ v.If a public water supply will not be used, describe plans to provide water supply for the project: ___________________________ _________________________________________________________________________________________________________ vi. If water supply will be from wells (public or private),ZKDWLVWKHmaximum pumping capacity: _______ gallons/minute. d. Will the proposed action generate liquid wastes? Yes  No If Yes: i.Total anticipated liquid waste generation per day: _______________ gallons/day ii.Nature of liquid wastes to be generated (e.g., sanitary wastewater, industrial; if combination, describe all components and approximate volumes or proportions of each): __________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ iii.Will the proposed action use any existing public wastewater treatment facilities? Yes  No If Yes: x Name of wastewater treatment plant to be used: _____________________________________________________________ x Name of district: ______________________________________________________________________________________ x Does the existing wastewater treatment plant have capacity to serve the project? Yes  No x Is the project site in the existing district? Yes  No x Is expansion of the district needed? Yes  No ✔ +/- 2,750 ✔ NA ✔ ✔ ✔ ✔ ✔ ✔ ✔ +/- 2,750 Sanitary wastewater ✔ City of Cortland Wastewater Treatment Plant NA ✔ ✔ ✔ Page 6 of 13  Yes  No x Do existing sewer lines serve the project site? x Will Dline extension within an existing district be necessary to serve the project? Yes  No If Yes: x Describe extensions or capacity expansions proposed to serve this project: ____________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ iv.Will a new wastewater (sewage) treatment district be formed to serve the project site? Yes  No If Yes: x Applicant/sponsor for new district: ____________________________________________________________________ x Date application submitted or anticipated: _______________________________________________________________ x What is the receiving water for the wastewater discharge? __________________________________________________ v.If public facilities will not be used, describe plans to provide wastewater treatment for the project, including specifying proposed receiving water (name and classification if surface discharge or describe subsurface disposal plans): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ vi.Describe any plans or designs to capture, recycle or reuse liquid waste: _______________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ e. Will the proposed action disturb more than one acre and create stormwater runoff, either from new point  Yes  No sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stormwater) or non-point source (i.e. sheet flow) during construction or post construction? If Yes: i.How much impervious surface will the project create in relation to total size of project parcel? _____ Square feet or _____ acres (impervious surface) _____ Square feet or _____ acres (parcel size) ii.Describe types of new point sources. __________________________________________________________________________ _________________________________________________________________________________________________________ iii.Where will the stormwater runoff be directed (i.e. on-site stormwater management facility/structures, adjacent properties, groundwater, on-site surface water or off-site surface waters)? ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ x If to surface waters, identify receiving water bodies or wetlands: ________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ x Will stormwater runoff flow to adjacent properties? Yes  No iv.Does WKHproposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater? Yes  No f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel  Yes  No combustion, waste incineration, or other processes or operations? If Yes, identify: i. Mobile sources during project operations (e.g., heavy equipment, fleet or delivery vehicles) _________________________________________________________________________________________________________ ii.Stationary sources during construction (e.g., power generation, structural heating, batch plant, crushers) ________________________________________________________________________________________________________ iii.Stationary sources during operations (e.g., process emissions, large boilers, electric generation) ________________________________________________________________________________________________________ g. Will any air emission sources named in D.2.f (above), require a NY State Air Registration, Air Facility Permit, Yes  No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i.Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet  Yes  No ambient air quality standards for all or some parts of the year) ii.In addition to emissions as calculated in the application, the project will generate: x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide (CO2) x ___________Tons/year (VKRUWWRQV) of Nitrous Oxide (N22) x ___________Tons/year (VKRUWWRQV) of Perfluorocarbons (PFCs) x ___________Tons/year (VKRUWWRQV) of Sulfur Hexafluoride (SF6) x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide equivalent of HydrofloXrocarbons (H)&V) x ___________Tons/year (VKRUWWRQV) of Hazardous Air Pollutants (HAPs) Stormwater currently flows to adjacent properties +/-1.9 acres of impervious cover currently exists. ✔ ✔ ✔ NA ✔ 2.12 3.24 The site currently drains to adjacent properties. Stormwater management practices will be constructed to mitigate peak flows at the site outfall locations. Stormwater will be directed toward a proposed stormwater management facility. Drainage currently flows to adjacent properties. Under proposed conditions, peak flows at site oufalls will be less than existing conditions. ✔ ✔ ✔ Staff & patient personal vehicles, delivery vehicles. Power generation, heat, and construction equipment Traditional HVAC units. ✔ Page 7 of 13 h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants, Yes  No landfills, composting facilities)? If Yes: i.Estimate methane generation in tons/year (metric): ________________________________________________________________ ii. Describe any methane capture, control or elimination measures included in project design (e.g., combustion to generate heat or electricity, flaring): ________________________________________________________________________________________ _________________________________________________________________________________________________________ i. Will the proposed action result in the release of air pollutants from open-air operations or processes, such as  Yes  No quarry or landfill operations? If Yes: Describe operations and nature of emissions (e.g., diesel exhaust, rock particulates/dust): _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial  Yes  No new demand for transportation facilities or services? If Yes: i.When is the peak traffic expected (Check all that apply): † Morning † Evening †Weekend † Randomly between hours of __________ to ________. ii.For commercial activities only, projected number of truck trips/dayDQGW\SH HJVHPLWUDLOHUVDQGGXPSWUXFNV BBBBBBBBBBBBB LLL LY v. Parking spaces: Existing _____________BBBBBBProposed ___________ Net increase/decrease _____________BBBBBBBB 'RHVWKHSURSRVHGDFWLRQLQFOXGHDQ\VKDUHGXVHSDUNLQJ"<HV1R  Yes  No vi.Are public/private transportation service(s) or facilities available within ½ mile of the proposed site? vii Will the proposed action include access to public transportation or accommodations for use of hybrid, electric  Yes  No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing  Yes  No pedestrian or bicycle routes? k. Will the proposed action (for commercial or industrial projects only) generate new or additional demand  Yes  No for energy? If Yes: i.Estimate annual electricity demand during operation of the proposed action: ____________________________________________ _________________________________________________________________________________________________________ ii.Anticipated sources/suppliers of electricity for the project (e.g., on-site combustion, on-site renewable, via grid/local utility, or other): ________________________________________________________________________________________________________ iii.Will the proposed action require a new, or an upgrade to an existing substation? Yes  No l. Hours of operation. Answer all items which apply. i. During Construction:ii.During Operations: x Monday - Friday: _________________________x Monday - Friday: ____________________________ x Saturday: ________________________________x Saturday: ___________________________________ x Sunday: _________________________________x Sunday: ____________________________________ x Holidays: ________________________________x Holidays: ___________________________________ ,IWKHSURSRVHGDFWLRQLQFOXGHVDQ\PRGLILFDWLRQRIH[LVWLQJURDGVFUHDWLRQRIQHZURDGVRUFKDQJHLQH[LVWLQJDFFHVVGHVFULEH BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ✔ ✔ ✔ ✔ 85-110 kW per year local utility/grid ✔ As allowed by the Town As allowed by the Town As allowed by the Town As allowed by the Town CMA 8am-5pm, lab 7:30am-5pm Lab 7:00am-2pm closed Closed Page 8 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, Yes  No operation, or both? If yes: i.Provide details including sources, time of day and duration: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ ii.Will WKHproposed action remove existing natural barriers that could act as a noise barrier or screen? Yes  No Describe: _________________________________________________________________________________________________ _________________________________________________________________________________________________________ n.Wthill propeosactioed havneoutd lighoor ting? Yes  No If yes: i.Describe source(s), location(s), height of fixture(s), direction/aim, and proximity to nearest occupied structures: _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ ii.Will proposed action remove existing natural barriers that could act as a light barrier or screen? Yes  No Describe: _________________________________________________________________________________________________ _________________________________________________________________________________________________________ o.Does the proposed action have the potential to produce odors for more than one hour per day? Yes  No If Yes, describe possible sources, potential frequency and duration of odor emissions, and proximity to nearest occupied structures: ______________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ p. Yes  No Will the proposed action include any bulk storage of petroleum (FRPELQHGFDSDFLW\RIover 1,100 gallons) or chemical productsJDOORQVLQDERYHJURXQGVWRUDJHRUDQ\DPRXQWLQXQGHUJURXQGVWRUDJH? If Yes: LProduct(s) to be stored ______________________________________________________________________________________ LLVolume(s) ______ per unit time ___________ (e.g., month, year) LLLGenerally describe WKHproposed storage facilities________________________________________________________________ ________________________________________________________________________________________________________ q. Will the proposed action (commercial, industrial and recreational projects only) use pesticides (i.e., herbicides, Yes  No insecticides) during construction or operation? If Yes: i.Describe proposed treatment(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ii.Will the proposed action use Integrated Pest Management Practices? Yes  No r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal  Yes  No of solid waste (excluding hazardous materials)? If Yes: i.Describe any solid waste(s) to be generated during construction or operation of the facility: x Construction: ____________________ tons per ________________ (unit of time) x Operation : ____________________ tons per ________________ (unit of time) ii.Describe any proposals for on-site minimization, recycling or reuse of materials to avoid disposal as solid waste: x Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ x Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________ iii.Proposed disposal methods/facilities for solid waste generated on-site: x Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ x Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________ ✔ ✔ ✔ Building mounted and area lighting for security. Nearest receptor +/-30FT, all lighting to be LED & Dark-Sky compliant ✔ ✔ ✔ ✔ ✔ 4 4yds trash/4 yd recycling month week Recycling of construction materials, packaging, etc. where feasible. Collection of traditional recycleables (ie glass, plastic, metal) Local Hauler Local Hauler Page 9 of 13 s. Does the proposed action include construction or modification of a solid waste management facility? Yes  No If Yes: i.Type of management or handling of waste proposed for the site (e.g., recycling or transfer station, composting, landfill, or other disposal activities): ___________________________________________________________________________________ ii.Anticipated rate of disposal/processing: x ________ Tons/month, if transfer or other non-combustion/thermal treatment, or x ________ Tons/hour, if combustion or thermal treatment iii.If landfill, anticipated site life: ________________________________ years t.Will WKHproposed action at the site involve the commercial generation, treatment, storage, or disposal of hazardous  Yes  No waste? If Yes: i.Name(s) of all hazardous wastes or constituents to be generated, handled or managed at facility: ___________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ ii.Generally describe processes or activities involving hazardous wastes or constituents: ___________________________________ _________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iii. Specify amount to be handled or generated _____ tons/month iv.Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: ____________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ v.Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes  No If Yes: provide name and location of facility: _______________________________________________________________________ ________________________________________________________________________________________________________ If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ E. Site and Setting of Proposed Action E.1. Land uses on and surrounding the project site a. Existing land uses. i.Check all uses that occur on, adjoining and near the project site.  Urban  Industrial  Commercial  Residential (suburban)  Rural (non-farm)  Forest  Agriculture  Aquatic  Other (specify): ____________________________________ ii.If mix of uses, generally describe: __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ b. Land uses and covertypes on the project site. Land use or Covertype Current Acreage Acreage After Project Completion Change (Acres +/-) x Roads, buildings, and other paved or impervious surfaces x Forested x Meadows, grasslands or brushlands (non- agricultural, including abandoned agricultural) x Agricultural (includes active orchards, field, greenhouse etc.) x Surface water features (lakes, ponds, streams, rivers, etc.) x Wetlands (freshwater or tidal) x Non-vegetated (bare rock, earth or fill) x Other Describe: _______________________________ ________________________________________ Medical waste. Refer to supplemental notes. ✔ Refer to supplemental notes. ✔ ✔ ✔✔ +/-1.9 +/-2.2 +/-0.3(+) --- --- --- --- --- --- Lawn/landscaping/perimeter brush & trees +/-1.4 +/-1.1 +/-0.3(-) Page 10 of 13 c. Is the project site presently used by members of the community for public recreation? Yes  No i.If Yes: explain: __________________________________________________________________________________________ d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals, licensed  Yes  No day care centers, or group homes) within 1500 feet of the project site? If Yes, i.Identify Facilities: ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ e. Does the project site contain an existing dam? Yes  No If Yes: i.Dimensions of the dam and impoundment: x Dam height: _________________________________ feet x Dam length: _________________________________ feet x Surface area: _________________________________ acres x Volume impounded: _______________________________ gallons OR acre-feet ii.Dam=s existing hazard classification: _________________________________________________________________________ iii.Provide date and summarize results of last inspection: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ f. Has the project site ever been used as a municipal, commercial or industrial solid waste management facility, Yes  No or does the project site adjoin property which is now, or was at one time, used as a solid waste management facility? If Yes: i. Has the facility been formally closed? Yes  No x If yes, cite sources/documentation: _______________________________________________________________________ ii.Describe the location of the project site relative to the boundaries of the solid waste management facility: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ iii.Describe any development constraints due to the prior solid waste activities: __________________________________________ _______________________________________________________________________________________________________ g. Have hazardous wastes been generated, treated and/or disposed of at the site, or does the project site adjoin  Yes  No property which is now or was at one time used to commercially treat, store and/or dispose of hazardous waste? If Yes: i.Describe waste(s) handled and waste management activities, including approximate time when activities occurred: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ h. Potential contamination history. Has there been a reported spill at the proposed project site, or have any  Yes  No remedial actions been conducted at or adjacent to the proposed site? If Yes: i.Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site  Yes  No Remediation database? Check all that apply:  Yes – Spills Incidents database Provide DEC ID number(s): ________________________________  Yes – Environmental Site Remediation database Provide DEC ID number(s): ________________________________  Neither database ii.If site has been subject of RCRA corrective activities, describe control measures:_______________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iii.Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? Yes  No If yes, provide DEC ID number(s): ______________________________________________________________________________ iv.If yes to (i), (ii) or (iii) above, describe current status of site(s): _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ ✔ ✔ SUNY Cortland, F.S. Barry Primary School ✔ ✔ Page 11 of 13 v.Is the project site subject to an institutional control limiting property uses? Yes  No x If yes, DEC site ID number: ____________________________________________________________________________ x Describe the type of institutional control (e.g., deed restriction or easement): ____________________________________ x Describe any use limitations: ___________________________________________________________________________ x Describe any engineering controls: _______________________________________________________________________ x Will the project affect the institutional or engineering controls in place? Yes  No x Explain: ____________________________________________________________________________________________ ___________________________________________________________________________________________________ ___________________________________________________________________________________________________ E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? ________________ feet b. Are there bedrock outcroppings on the project site? Yes  No If Yes, what proportion of the site is comprised of bedrock outcroppings? __________________% c. Predominant soil type(s) present on project site: ___________________________ __________% ___________________________ __________% ____________________________ __________% d. What is the average depth to the water table on the project site? Average: _________ feet e. Drainage status of project site soils:  Well Drained: _____% of Vite  Moderately Well Drained: _____% of site  Poorly Drained _____% of Vite f. Approximate proportion of proposed action site with slopes:  0-10%: _____% of site  10-15%: _____% of site  15% or greater: _____% of site g. Are there any unique geologic features on the project site? Yes  No If Yes, describe: _____________________________________________________________________________________________ ________________________________________________________________________________________________________ h. Surface water features. i.Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers, Yes  No ponds or lakes)? ii.Do any wetlands or other waterbodies adjoin the project site? Yes  No If Yes to either i or ii, continue. If No, skip to E.2.i. iii.Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, Yes  No state or local agency? iv.For each identified UHJXODWHGwetland and waterbody on the project site, provide the following information x Streams:Name ____________________________________________ Classification _______________________ ‡Lakes or Ponds: Name ____________________________________________ Classification _______________________t Wetlands:Name ____________________________________________ Approximate Size ___________________ ‡Wetland No. (if regulated by DEC) _____________________________ v.Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired  Yes  No waterbodies? If yes, name of impaired water body/bodies and basis for listing as impaired: _____________________________________________ ___________________________________________________________________________________________________________ i. Is the project site in a designatedFloodway? Yes  No j. Is the project site in the 100year Floodplain? Yes  No k. Is the project site in the 500year Floodplain? Yes  No l. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer? Yes  No If Yes: i.Name of aquifer: _________________________________________________________________________________________ Per NRCS Soil Mapper Per NRCS Soil Mapper ✔ >6 ✔ Howard Gravelly Loam, 0-3% slopes +/-98 Howard Gravelly Loam, 3-8% slopes +/-2 >6 ✔100 ✔ ✔ Principal Aquifer, Primary Aquifer, Sole Source Aquifer, names: Cortland-Homer Preble SSA ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Principal Aquifer, Primary Aquifer, Sole Source Aquifer Names:Cortland-Homer Preble SSA Page 12 of 13 m. Identify the predominant wildlife species that occupy or use the project site: ______________________________ ______________________________ _______________________________ ______________________________ ______________________________ _______________________________ ______________________________ n. Does the project site contain a designated significant natural community? Yes  No If Yes: i.Describe the habitat/community (composition, function, and basis for designation): _____________________________________ ________________________________________________________________________________________________________ ii.Source(s) of description or evaluation: ________________________________________________________________________ iii.Extent of community/habitat: x Currently: ______________________ acres x Following completion of project as proposed: _____________________ acres x Gain or loss (indicate + or -): ______________________ acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as  Yes  No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare, or as a species of  Yes  No special concern? q. Is the project site or adjoining area currently used for hunting, trapping, fishing or shell fishing? Yes  No If yes, give a brief description of how the proposed action may affect that use: ___________________________________________ ________________________________________________________________________________________________________ E.3. Designated Public Resources On or Near Project Site a. Is the project site, or any portion of it, located in a designated agricultural district certified pursuant to  Yes  No Agriculture and Markets Law, Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: _________________________________________________________________ b. Are agricultural lands consisting of highly productive soils present? Yes  No i.If Yes: acreage(s) on project site? ___________________________________________________________________________ ii.Source(s) of soil rating(s): _________________________________________________________________________________ c. Does the project site contain all or part of, or is it substantially contiguous to, a registered National  Yes  No Natural Landmark? If Yes: i.Nature of the natural landmark:  Biological Community  Geological Feature ii.Provide brief description of landmark, including values behind designation and approximate size/extent: ___________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? Yes  No If Yes: i.CEA name: _____________________________________________________________________________________________ ii.Basis for designation: _____________________________________________________________________________________ iii.Designating agency and date: ______________________________________________________________________________ ,I<HV L6SHFLHVDQGOLVWLQJ HQGDQJHUHGRUWKUHDWHQHG BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ,I<HV L6SHFLHVDQGOLVWLQJBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB Rodents, rabbits, fox, birds. ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ EEAF Mapper Summary Report Thursday, September 2, 2021 8:52 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. B.i.i [Coastal or Waterfront Area] No B.i.ii [Local Waterfront Revitalization Area] No C.2.b. [Special Planning District] Yes - Digital mapping data are not available for all Special Planning Districts. Refer to EAF Workbook. C.2.b. [Special Planning District - Name] NYS Major Basins:Upper Susquehanna E.1.h [DEC Spills or Remediation Site - Potential Contamination History] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h.i [DEC Spills or Remediation Site - Listed] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h.i [DEC Spills or Remediation Site - Environmental Site Remediation Database] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h.iii [Within 2,000' of DEC Remediation Site] No E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] No E.2.h.ii [Surface Water Features] No E.2.h.iii [Surface Water Features] No E.2.h.v [Impaired Water Bodies] No E.2.i. [Floodway] No E.2.j. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.l. [Aquifers] Yes E.2.l. [Aquifer Names] Principal Aquifer, Primary Aquifer, Sole Source Aquifer Names:Cortland- Homer Preble SSA E.2.n. [Natural Communities] No 1Full Environmental Assessment Form - EAF Mapper Summary Report E.2.o. [Endangered or Threatened Species] No E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] No E.3.e. [National or State Register of Historic Places or State Eligible Sites] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] No 2Full Environmental Assessment Form - EAF Mapper Summary Report Supplemental Notes: Section D.2.S & D.2.t - This facility will generate hazardous waste which is comprise of medical waste. A summary is as follows as supplied by the facility operator. Medical Waste Generation – a. Summary of medical waste to be generated - Mainly sharps with some regulated medical waste that would include wound dressings/bandages/gauze and PPE when necessary. b. Summary of medical procedures which medical wastes are to be generated - Cayuga Medical Associates would be performing very minor procedures like injections, blood draw collections, wound debridement and packing, skin tag and wart removal, suture removal and then very minor biopsies. No major surgical procedures would be performed c. Approximately how much medical waste per week/month would be generated - This site would generate approximately 3 boxes (20”x20”x20”) of sharp and medical waste per month. d. Description of how medical waste is collected and stored onsite - Following OSHA, federal and state guidelines, sharp waste is placed in sharps containers stored in exam rooms and other identified areas as needed. These containers are in locked cabinets in patient care areas to ensure only staff has access. For regulated medical waste, these items are disposed of in a container separate from regular waste designated by a red bag and biohazard sticker. These containers are stored in select procedure rooms and in a selected locked storage area. e. Description of how medical waste is collected, transported and ultimately disposed of - Following OSHA, federal and state guidelines, all sharps and/or regulated medical waste that become full will be emptied and replaced with new containers or bags. The full containers will be stored in a designated locked area within the building and be packaged up for transport following our third party vendors (Stericylce) instructions and provided packing materials. The third party vendor will pick up all sharps and medical waste and place in their vehicles for transport and take it back to their waste management facility for proper disposal. LOCATION MAPN.T.S.NORTH SITUATE IN:TOWN OF CORTLANDVILLE - CORTLAND COUNTY - STATE OF NEW YORK1113 TOMPKINS STREET (NYS ROUTE 13)SITE DEVELOPMENT PLANSRAMCO DEVELOPMENT & HOLDIN CAYUGA MEDICAL ASSOCIATES forROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comCOPYRIGHT ã2021MARATHON ENGINEERING ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-1.01 of 14DRAWING TITLE:Demolition PlanSCALE: 1" =30'DRAWN: DESIGNED: DATE: 09/20/21REVISIONSDEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, PIPES, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL PER THE FOLLOWING RECOMMENDATIONS:A. AREAS WITHIN NEW BUILDING FOOTPRINT (INCLUDING SIDEWALKS): IMPORTED STRUCTURAL FILL (NYSDOT 304.14) SHALL BE USED TO BACKFILL THESE AREAS PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES.B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREAS MAY BE BACKFILLED WITH SUITABLE ON-SITE MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL IN AREAS OUTSIDE THE BUILDING FOOTPRINT AS FILL, NYSDOT ITEM 203.07 (SELECT GRANULAR) FILL MAY BE USED. THE USE OF ALTERNATE BACKFILL/FILL MATERIALS SHALL BE EVALUATED ON A CASE-BY-CASE BASIS BY THE PROJECT'S GEOTECHNICAL ENGINEER PRIOR TO USE.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF IT IN A LEGAL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING BUILDING/FACILITY TO REMAIN AT ALL TIMES.4.THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5.THIS PLAN DOES NOT SHOW ALL ITEMS TO BE DEMOLISHED, ABANDONED AND/OR REMOVED. EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED, OR RELOCATED AS NECESSARY, UNLESS SPECIFIED OTHERWISE. ALL COSTS SHALL BE INCLUDED IN BASE BID.6.THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY OF SALVAGED MATERIALS.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO DEMOLITION.8.ALL UTILITIES WITHIN PROPOSED BUILDING FOOTPRINTS (INCLUDING 5 FEET BEYOND THE PERIMETER) SHALL BE REMOVED AND THE EXCAVATION AREA SHALL BE BACKFILLED AND COMPACTED PER THE CONSTRUCTION DOCUMENTS.9.THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES WITH CONTROL DENSITY FILL. ALL ABANDONED PIPES AND STRUCTURES WITHIN 2' OF PROPOSED FINISHED GRADE SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN, ABANDONED PIPES SHALL BE CUT AND PLUGGED AND THE REMAINING OPENING IN THE MANHOLE/STRUCTURE SHALL BE FILLED SO TO MATCH THE REMAINING STRUCTURE/MANHOLE. THE CONTRACTOR HAS THE OPTION TO REMOVE THOSE UTILITIES TO BE ABANDONED AT NO ADDITIONAL COST TO THE OWNER.10.REMOVAL OR ABANDONMENT OF UTILITIES, DRIVEWAYS, STRUCTURES, ETC. SHALL ONLY BE PERFORMED AFTER CRITICAL NEW OR TEMPORARY INFRASTRUCTURE IS IN PLACE AND OPERATIONAL (I.E. UTILITIES, DRAINAGE, PAVING, ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AND SAFE SEQUENCING.11.THE CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF WORK. COSTS FOR SUCH RELOCATIONS SHALL BE INCLUDED IN THE BASE BID.12.THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS.13.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING RELOCATION OR REMOVAL. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY IN AN EFFORT TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.14.THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT LIMITED TO: GAS, ELECTRIC, TELEPHONE, STORM DRAINAGE, SANITARY SEWAGE, COMMUNICATIONS, HEAT, ETC. THROUGHOUT ALL PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE BASE BID.15.THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS REQUIRED BY THE OWNER, TOWN OF CORTLANDVILLE AND/OR THE ENGINEER.16.THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW SITE/BUILDING IMPROVEMENTS.17.NO WORK SHALL COMMENCE UNTIL ALL INITIAL EROSION AND SEDIMENTATION CONTROL PRACTICES ARE IN PLACE.18.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF FACILITIES/STRUCTURES, ETC. WHICH MAY BE DAMAGED DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES.19.EXISTING PAVEMENT AND CONCRETE SHALL BE SAW-CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL.20.THE CONTRACTOR SHALL LIMIT SAW-CUT ACTIVITIES TO ONLY THOSE AREAS WHERE IT IS REQUIRED OR AS SHOWN ON THE PLANS. IF SURROUNDING PAVEMENT/CONCRETE IS DAMAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND/OR REPAIR.21.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE.22.ALL SIGNS, STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR DISTURBED SHALL BE RESTORED.23.THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLAN FOR INFORMATION PERTAINING TO THE EXISTING TREES TO REMAIN DURING CONSTRUCTION.24.TREES TO REMAIN SHALL BE PROTECTED PER DETAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TREE PROTECTION. IF TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF THE TREE(S) AT THE OWNER'S AND/OR TOWN OF CORTLANDVILLE'S DISCRETION.25.NO WORK OR EQUIPMENT IS ALLOWED ON THE ADJACENT PROPERTIES WITHOUT WRITTEN CONSENT OF PROPERTY OWNER(S), EXCEPT AS SHOWN.26.THE CONTRACTOR SHALL PROTECT ALL PROJECT BENCHMARKS, PROPERTY CORNERS, AND SURVEY MONUMENTS/MARKERS THROUGHOUT CONSTRUCTION.27.THE CONTRACTOR SHALL REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF CORTLANDVILLE WATER AUTHORITY.28.THE PRESENCE OR ABSENCE OF EXISTING ONSITE SEPTIC SYSTEMS IS UNKNOWN. IF ENCOUNTERED, THE CONTRACTOR SHALL DISPOSE OF SYSTEM COMPONENTS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL MANNER.29.THE PRESENCE OR ABSENCE OF EXISTING WELLS IS UNKNOWN. IF ENCOUNTERED, ALL EXISTING WELLS LOCATED WITHIN THE SITE DEVELOPMENT AREA SHALL BE REMOVED AND ABANDONED IN ACCORDANCE WITH NYSDOH REQUIREMENTS. WHICH INCLUDES: COMPLETE WELL CASING REMOVAL AND BACKFILLING WELL HOLE WITH NEAT CEMENT GROUT. DEPTH, TYPE, ETC. OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS TO BE ABANDONED AND ABANDONMENT PROCEDURES PRIOR TO THE START OF WORK.30.THE LOCATION OF EXISTING WATER SERIVCE(S) IS UNKNOWN. THE CONTRACTOR SHALL LOCATE THE SERVICES NEEDING REMOVAL/DECOMMISSIONING PRIOR TO THE START OF WORK. THOSE WATER SERVICES TO BE DECOMMISSIONED SHALL BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP REMOVED AND PLUGGED. CONTRACTOR SHALL COORDINATE WORK SCOPE AND SCHEDULE WITH BOLTON POINT. LIMIT AND LOCATION OF EXCAVATION ASSOCIATED WITH THE SERVICE TAP REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR.EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUY ANCHORS,ETC. TO BE REMOVED. CONTRACTOR TO COORDINATE WORK SCOPEAND SCHEDULE WITH UTILITY COMPANY(IES)EXISTING WATER SERVICE TO BE DECOMMISSIONED AT THE SERVICETAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED.CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITHCORTLANDVILLE WATER AUTHORITY. PORTION OF WATER SERVICEREMAINING UNDER NYS ROUTE 13 IS TO BE ABANDONED.CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARYLATERAL ENTERING THE EXISTING MANHOLE AND REPAIR/PLUGSTRUCTURE ENTRANCE PER TOWN OF CORTLANDVILLE REQUIREMENTS.EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCHSHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. DEMOLITION KEYNOTES HAZARDOUS BUILDING MATERIALS SURVEY1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TOSTRUCTURE DEMOLITION THE CONTRACTOR SHALL PERFORM SUCH A SURVEY TO THE SATISFACTION OF THE NYSDEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCEOF EXISTING BUILDING MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING, REMOVAL, CONTAINMENT, REMEDIATION,DISPOSAL, ETC.2. IF SUCH MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITHAPPROPRIATE CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK.3.UPON COMPLETION OF STRUCTURE DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO THEOWNER AND THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE BEEN APPROPRIATELYIDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDINGTHE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN.XXABCDEACCXXXBUILDING & ASSOCIATED PATIO, DECK, STEPS, STOOPS, WALKS,CURBS, RETAINING WALLS, ETC. TO BE REMOVEDMAILBOX TO BE REPLACED WITH NEW. FINAL LOCATION TBD BYOWNERGRAVEL DRIVEWAY TO BE REMOVEDMISCELLANEOUS ITEM TO BE REMOVEDUTILITIES TO BE REMOVED. COORDINATE SERVICEDISCONNECTION/REMOVAL AND ASSOCIATED METER REMOVALWITH RESPECTIVE UTILITY COMPANY.FGHHI PROPOSED MEDICALFACILITYFUTUREADDITIONTPROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS -REQUIRED PROVIDEDVARIANCE REQ'DMINIMUM LOT SIZE 1 ACRE±3.24 ACRES NOMINIMUM LOT WIDTH100'±279'NOMINIMUM FRONT YARD SETBACK35'35'NOMINIMUM REAR YARD SETBACK40'>40'NOMINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER10'NOMINIMUIM GREENSPACE30% ±46%NOMAXIMUM FLOOR AREA30,000**±21,000NOPARKING SPACE SIZE10'x20'10''x20'NONUMBER OF PARKING SPACESSTANDARD SPACES*107ADA ACESSIBLE SPACES*6 _ TOTAL*113NO* TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD.** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT.ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-2.02 of 14DRAWING TITLE:Site Plan(Phase 1)SCALE: 1" =30'DRAWN: DESIGNED: DATE: 09/20/21REVISIONSSITE KEYNOTES HEAVY DUTY CONCRETE PAVEMENT RE: DETAILREGULAR DUTY ASPHALT PAVEMENT, RE: DETAILHEAVY DUTY ASPHALT PAVEMENT, RE: DETAILCONCRETE CURBING, RE: DETAILCONCRETE CURBING TRANSITION, RE: DETAILASPHALT DIKE, RE: DETAILASPHALT DIKE TRANSITION: RE: DETAILCONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS,RE: DETAILCONCRETE SIDEWALK WITH INTEGRAL CURBING, RE: DETAILACCESSIBLE PARKING, RE: DETAILACCESSIBLE RAMP, RE: DETAILSTRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BESWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FORDIMENSIONSBOLLARD, RE: DETAILPAD MOUNTED TRANSFORMER WITH BOLLARD PROTECTION PERUTILITY COMPANY REQUIREMENTS, RE: ELECTRICALDUMPSTER ENCLOSURE, RE: DETAILLIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: DETAILINGRESS/EGRESS DOORS, RE: ARCH.MONUMENT SIGN, RE: ARCH.ABCDEFGHJKLMNOCONSTRUCTION1.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USINGCONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLTARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTEDTO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION.2.BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LANDSURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLYCALLED OUT OTHERWISE.4.DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMITLINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELDVERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE ORRETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BEREMOVED SHALL REMAIN.5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITEUTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS.6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGINGAREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD ISNOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITEREPRESENTATIVE.7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECTCLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE:lREMOVAL OF ANY CONSTRUCTION DEBRIS.lCLEANING PAVEMENT AND WALKWAY SURFACES.lRESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS.lPROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS.lPROVIDING REDLINES FOR RECORD DRAWING.lCOMPLETION OF FINAL PUNCH LIST ITEMS.GENERAL1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIESDRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THEBUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL.2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BYOTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OFEXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICALLOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE.3.UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITYSTAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATEDWITH THE OWNER.4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS,WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE.5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES,PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION.6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE INCONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT(OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'SREPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGNMATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THEOWNER'S ON-SITE REPRESENTATIVE.9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED ANDSECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITEREPRESENTATIVE.10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THEAPPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES ANDTHE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTORAGREEMENT11.INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROMBUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAYREQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS ANDSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.12.SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDEDTO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALLREQUEST A CLARIFICATION.PQABIRFGFFDDDDDIOHHNHRLLLLIEEIQQQQQIPC PROPOSED MEDICALFACILITYFUTUREADDITIONTPROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS -REQUIRED PROVIDEDVARIANCE REQ'DMINIMUM LOT SIZE 1 ACRE±3.24 ACRES NOMINIMUM LOT WIDTH100'±279'NOMINIMUM FRONT YARD SETBACK35'35'NOMINIMUM REAR YARD SETBACK40'>40'NOMINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER10'NOMINIMUIM GREENSPACE30%±31%NOMAXIMUM FLOOR AREA30,000**±21,000NOPARKING SPACE SIZE10'x20'10''x20'NONUMBER OF PARKING SPACESSTANDARD SPACES*129ADA ACESSIBLE SPACES*6 _ TOTAL*135NO* TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD.** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT.ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-2.13 of 14DRAWING TITLE:Site Plan(Phase 2)SCALE: 1" =30'DRAWN: DESIGNED: DATE: 09/20/21REVISIONSCONSTRUCTION1.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USINGCONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLTARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTEDTO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION.2.BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LANDSURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLYCALLED OUT OTHERWISE.4.DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMITLINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELDVERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE ORRETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BEREMOVED SHALL REMAIN.5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITEUTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS.6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGINGAREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD ISNOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITEREPRESENTATIVE.7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECTCLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE:lREMOVAL OF ANY CONSTRUCTION DEBRIS.lCLEANING PAVEMENT AND WALKWAY SURFACES.lRESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS.lPROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS.lPROVIDING REDLINES FOR RECORD DRAWING.lCOMPLETION OF FINAL PUNCH LIST ITEMS.GENERAL1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIESDRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THEBUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL.2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BYOTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OFEXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICALLOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE.3.UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITYSTAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATEDWITH THE OWNER.4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS,WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE.5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES,PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION.6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE INCONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT(OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'SREPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGNMATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THEOWNER'S ON-SITE REPRESENTATIVE.9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED ANDSECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITEREPRESENTATIVE.10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THEAPPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES ANDTHE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTORAGREEMENT11.INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROMBUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAYREQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS ANDSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.12.SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDEDTO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALLREQUEST A CLARIFICATION.SITE KEYNOTES REGULAR DUTY ASPHALT PAVEMENT, RE: DETAILHEAVY DUTY ASPHALT PAVEMENT, RE: DETAILASPHALT DIKE, RE: DETAILASPHALT DIKE TRANSITION: RE: DETAILSTRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BESWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FORDIMENSIONSTIMBER GUIDE RAIL, RE: DETAILABCDEFABCEEFCC PROPOSED MEDICALFACILITYFUTUREADDITIONTROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-3.04 of 14DRAWING TITLE:Grading, Drainage &Erosion Control PlanSCALE: 1" =30'DRAWN: DESIGNED: DATE: 09/20/21REVISIONSEROSION CONTROL1.CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE"GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGEREPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OFENVIRONMENTAL CONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS.2.CONTRACTOR RESPONSIBILITY - ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFYWITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENTPRACTICES.3.INSPECTION - EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORKCONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER,NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IFADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS.EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAWBALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND ASDIRECTED BY THE AFOREMENTIONED REVIEWERS.4.NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTIONREQUIREMENTS UNDER GP-0-20-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THEOWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANTDISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP-0-20-002. THE REGULATIONS REQUIRETHAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OFLAND DISTURBANCE).5.PRE-CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THECONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTIONACTIVITIES.6.TOPSOIL - UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BESTABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS.7.SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TOTHREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED ANDMULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS.8.DUST - THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT,TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILLOPERATIONS, SUB-BASE AND ANY OTHER EXPOSED SURFACES.9.OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TOESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION ANDMAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATIONFACILITIES SHALL BE RE-EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) ISREDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONEFOOT OF THE DISCHARGE POINT.10.WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDEDWITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.11.TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOTDISPLACED.12.WINTER STABILIZATION - ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUEBOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON-STABILIZED AREAS FROM NOVEMBER 15TH -APRIL 1ST.13.SUBSOIL RESTORATION - ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PERCHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATIONTABLE (TABLE 5.3 - SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS AREHYDROLOGIC SOIL GROUP A AND SHALL BE RESTORED AS SPECIFIED.14.SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWINGSEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING:lINSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING.lINSTALL STABILIZED CONSTRUCTION ENTRANCE.lPROTECT VEGETATION TO REMAIN.lCLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS.lCOMPLETE CLEARING AND GRUBBING OPERATION.lPLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL.lCONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS.lMAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK ANDUNDERGROUND UTILITIES ARE CONSTRUCTED.lRESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS.lREMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER.EARTHWORK1.PREPARATION - PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THEFOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS:lSITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES,PAVEMENTS, ETC.lCLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH,STUMPS, ETC.lTOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVEDFROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY.2.RESPONSIBILITY - THE CONTRACTOR IS RESPONSIBLE FOR:lESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL.COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER.lGRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT(0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT(0.33') FOR ALL REMAINING AREAS.lCOMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS.THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE.lCUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TOASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/ORIMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENTSHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE.STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGETO THE BASE CONTRACT.3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIEDPROCTOR METHOD ASTM D-1557:l95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREASl85% IN REMAINING AREASTHE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS ANDRESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS.4.LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALLBE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES.5.PROOF ROLLING - THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER)OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED ANDREPLACED TO ACHIEVE A PASSING SUBGRADE.DISTURBANCE SUMMARY:ONSITE DISTURBED: ±3.10 ACRESOFFSITE DISTURBED: ±0.10 ACRESTOTAL DISTURBED:±3.20 ACRESTOTAL PROJECT AREA: ±3.35 ACRESEXISTING IMPERVIOUS: ±1.70 ACRESEXISTING PERVIOUS: ±1.50 ACRESPROPOSED IMPERVIOUS: ±2.14 ACRESPROPOSED PERVIOUS: ±1.066 ACRES PROPOSED MEDICALFACILITYFUTUREADDITIONTROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-4.05 of 15DRAWING TITLE:Utility PlanSCALE: 1" =30'DRAWN: DESIGNED: DATE: 09/20/21REVISIONS2.STORM2.1REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITHTHE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED INACCORDANCE WITH ASTM D-2321.2.2MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER ASALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 ORBETTER:·HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350.2.3ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEMUNLESS SPECIFIED OTHERWISE.2.4TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TOSTRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY.UTILITIES1.SANITARY1.1MATERIALS·MAINS- PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKETJOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET:·ASTM D-3034 (4" THRU 15")·ASTM F-679 (18" THRU 48")·JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKETJOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212.·MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443.1.2INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED,THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARDPRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON-PRESSURE SEWER LINES USING LOW-PRESSURE AIR.SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM.VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATEDEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED).1.3FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARYSEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPTUNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUSTCOMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE CORTLAND COUNTY SEWER USE LAW.1.4TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTEDAFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IFTHE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95%OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.1.5SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHESMEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTHOF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROMTHE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURALSUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTIONOF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEENPARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASUREDFROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS.3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OFTHE WATER AUTHORITY.3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS ANDSIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS.3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES,FROM SEWER MAINS OR SEPTIC SYSTEMS.3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS:(A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE.(B) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATEPORTION OF THE SERVICE LINE.3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCEINTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH1-INCH METERS. 1 ½-INCH + 2-INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER.METER INSTALLATION 3-INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER.3.7 WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE:·PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATERAUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST.·DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTERFLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THEDEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BYTHE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BEACTIVATED BY THE WATER AUTHORITY.TOWN PORTION: FROM THE WATER MAIN TO AND INCLUDING THECONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINEPRIVATE PORTION: FROM THE CONTROL VALVE TO THE METERD.I.P.* 3. WATERD.I.P.*6"6"CMBCMB PROPOSED MEDICALFACILITYFUTUREADDITIONTROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-5.06 of 14DRAWING TITLE:Lighting &Landscaping PlanSCALE: 1" =30'DRAWN: DESIGNED: DATE: 09/20/21REVISIONSLIGHTING NOTES1.THE LIGHTING INFORMATION PRESENTED ON THIS PLAN IS AS PROVIDED BY POINT SOURCE GROUP ON9/16/21. CONTRACTOR SHALL COORDINATE FINAL LIGHTING LAYOUT WITH POINT SOURCE GROUP.2.THE CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS FOR ROUTING OF ELECTRIC TO SITELIGHTING.RESTORATION AND LANDSCAPING 1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER. 2. TOPSOIL - PLACE A MINIMUM OF 4 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING. 3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED; SEED MIXTURE, MULCH, AND FERTILIZER. THE APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION. 4. PLANT STOCK - PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. 5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. 6. PLANTING BEDS - PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS.SEED & MULCHSEED MIX SHALL BE TOWN & COUNTRY SEED MIXAS MANUFACTURED BY CROSSMAN SEED CORPORATION.SEED MIX SHALL CONSIST OF:30% CREEPING RED FESCUE20% GATOR 3 PERENNIAL RYEGRASS20% ALL STAR 3 PERENNIAL RYEGRASS20% KEYSTONE 2 PERENNIAL RYEGRASS10% KENTUCKY BLUEGRASS 98 / 85SEEDING RATE SHALL BE 6LBS./ 1000 S.F. OF PURE LIVE SEED.MULCH: SHALL BE STRAW APPLIED AT 2 TONS/ACRELANDSCAPING SCHEDULEAAAAABBBCCBCBBB ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTION1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for C-6.07 of 14DRAWING TITLE:Detail Sheet(1 of 4)SCALE: NADRAWN: DESIGNED: DATE: 09/20/21 REVISIONSEROSION CONTROL SILT SOCKPIPE OUTLET PROTECTIONSILT FENCECONCRETE WASHOUT AREASTABILIZED CONSTRUCTION ENTRANCE/EXITEMERGENCY SPILLWAY OUTLETINFILTRATION BASIN ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTION1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for C-6.18 of 14DRAWING TITLE:Detail Sheet(2 of 4)SCALE: NADRAWN: DESIGNED: DATE: 09/20/21 REVISIONSACCESS RAMPCURB TRANSITIONCONCRETE PAVEMENTREGULAR DUTY PAVEMENT SECTIONHEAVY DUTY PAVEMENT SECTIONCONCRETE SIDEWALKCONCRETE CURBASPHALT DIKEASPHALT DIKE TRANSITIONRESERVEDPARKINGVANACCESSIBLERESERVED PARKING AND SIGNAGETIMBER GUIDERAIL ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTION1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for C-6.29 of 14DRAWING TITLE:Detail Sheet(3 of 4)SCALE: NADRAWN: DESIGNED: DATE: 09/20/21 REVISIONSDROP/ FIELD INLETSANITARY MANHOLESANITARY TRENCHPVC SANITARY CLEANOUT DETAILPVC STORM CLEANOUT DETAILSTORM TRENCHSOLID PIPEVALVENOT TO SCALEHYDRANT ASSEMBLYCLASS AWATER TRENCHSTORM MANHOLE ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTION1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for C-6.310 of 14DRAWING TITLE:Detail Sheet(4 of 4)SCALE: NADRAWN: DESIGNED: DATE: 09/20/21 REVISIONSLIGHT BASEDECIDUOUS PLANTINGSSHRUB PLANTINGSGROUND COVER PLANTINGSDUMPSTER ENCLOSUREWATER SERVICE CASINGSTEEL BOLLARDCONIFEROUS PLANTINGS PROPOSED MEDICALFACILITYFUTUREADDITIONTPROPOSED MEDICALFACILITYFUTUREADDITIONTROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-7.011 of 14DRAWING TITLE:Truck Turn PlanSCALE: AS NOTEDDRAWN: DESIGNED: DATE: 09/20/21REVISIONSFIRE TRUCK TURNING MOVEMENT (PHASE 1)FIRE TRUCK TURNING MOVEMENT (PHASE 2)FIRE TRUCK TEMPLATESCALE: 1"=40'SCALE: 1"=20'SCALE: 1"=40' PROPOSED MEDICALTPROPOSED MEDICALTROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTH1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for LOCATION MAPN.T.S.NORTH C-8.012 of 14DRAWING TITLE:Driveway PlanSCALE: 1" =30'DRAWN: DESIGNED: DATE: 09/20/21REVISIONSNORTHDRIVEWAY LAYOUT PLANSCALE: 1"=20'DRIVEWAY GRADING AND UTILITY PLANSCALE: 1"=30' ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTION1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for C-8.113 of 14DRAWING TITLE:Driveway Details(1 of 2)SCALE: NADRAWN: DESIGNED: DATE: 09/20/21 REVISIONS ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.REVISIONSCEXELSIORADAM M. FISHEL NOT FORCONSTRUCTION1308-21SITE DEVELOPMENT PLANSDRAWN: AMF DESIGNED: AMF JOB NO: 1308-21RAMCO DEVELOPMENT & HOLDINGS, LLC./CAYUGA MEDICAL ASSOCIATES CORTLAND COUNTY 1113 NYS ROUTE 13 TOWN OF CORTANDVILLE STATE OF NEW YORK for C-8.214 of 14DRAWING TITLE:Driveway Details(2 of 2)SCALE: NADRAWN: DESIGNED: DATE: 09/20/21 REVISIONS 224 SCHED. OFFICE (2) 220 EXAM 218 SPECIALTY EXAM 209 SPECIALTY EXAM 211 EXAM 215 SPECIALTY EXAM 316 MED. 318 SOILED 222 EXAM 213 EXAM 232 SHARED OFFICE (2) 228 EXAM 226 SPECIALTY EXAM 217 SPECIALTY EXAM 219 TYP. EXAM TYPE 1 223 MGR. OFFICE (2) 310 CLEAN 312 NURSING 230 EXAM 221 EXAM 240 POINT-OF -CARE WORK 236 EXAM 234 SPECIALTY EXAM 225 SPECIALTY EXAM 227 EXAM 231 BEH. HEALTH /CONSULT 308 NURSING 238 EXAM 229 EXAM 233 SPECIALTY EXAM 235 EXAM 239 BEH. HEALTH /CONSULT 306 EQUIP. 237 EXAM 216 VITALS / NURSE VISIT 212 EXAM 210 SPECIALTY EXAM 201 SPECIALTY EXAM 203 TYP. EXAM TYPE 2 207 SPECIALTY EXAM 320 NURSING 214 EXAM 205 EXAM 202 SPECIALTY EXAM 204 EXAM 208 ECHO (CARDIO) 322 EQUIP. 206 EXAM 411 CLEAN /EQUIP. 409 SOILED 405 BLOOD DRAW 407 BLOOD DRAW 410 STAFF BREAK 410T STAFF TLT. 404 LAB WORKROOM 406 BLOOD DRAW 108T PAT. TLT. 112T PAT. TLT. 113T PAT. TLT. 111T PUBLIC TLT. 408 EVS 401T PATIENT TLT. 114 CONFERENCE (18) 304 BLDG. STORAGE302 REVENUE OFFICE (2) 315 MECHANICAL 311 PROVIDER OFFICE (2) 309 STAFF SHOWER307 STAFF BREAK305 PROVIDER OFFICE (2) 313 DATA 319 PROVIDER OFFICE (2) 321 BLDG. STORAGE 317 PROVIDER OFFICE (2) 325 EVS 315A ELEC 107T PUBLIC TLT. 109T TYP. PAT. TLT. 326 PROVIDER OFFICE (2) 324T SPECIMEN TLT. 110 VITALS /NURSE VISIT 301 ADMIN. OFFICE (2) 303 BUILDING STORAGE 323T STAFF TLT. 100 VESTIBULE 105 COPY /SUPPLY 106 COPY /SUPPLY 115 CONF. STOR PRIMARY CARE WAITING (45) SPECIALTY CARE WAITING (24) FZR TYPICAL 4TYPICAL 4 TYPICAL 2 TYPICAL 2TYPICAL 2TYPICAL 2 TYPICAL 2 TYPICAL 4 TYPICAL 4 TYPICAL 3 402 CHECK-IN/ OUT 401 OUTPATIENT LAB WAITING (8) 400 VESTIBULE 101 WAITING 102 CHECK-IN 103 CHECK-IN 104 CHECK-OUT 200 SPECIALTY CARE TYPICAL 2 TYPICAL 2 TYPICAL 2 TYPICAL 2 1/8" = 1'-0" 9/17/2021 21071 AP101 Cortland Medical Office Building 1113 Route 13, Cortland, NY 13045 Cayuga Medical Associates SITE PLAN SUBMISSION -BUILDING PLAN 0'2'4'8'16' N FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0"3' - 4"2' - 8"2' - 8"1' - 0"4' - 0" 2' - 4"6' - 0" 2' - 8" SF1 SF2SF2SF2SF2SF2 SF3 SF4 3' - 4"8' - 8"11' - 8"13' - 8"16' - 0"ALUMINUM-FRAMED WINDOW ENGINEERED STONE PANEL (ESP-1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) ENGINEERED STONE PANEL (ESP-2) ALTERNATE: FIBER CEMENT PANEL (FCP-2)8' - 8"BUILDING-MOUNTED SIGN LOCATION FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" SF7 SF8SF6SF5 FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" SF1 SF1 SF1 SF1 SF1 SF1 FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" SF1 SF1 SF1 SF1 1/8" = 1'-0" 09/17/21 21071 AP102 Cortland Medical Office Building 1113 Route 13, Cortland, NY 13045 Cayuga Medical Associates SITE PLAN SUBMISSION -BUILDING ELEVATIONS 1/8" = 1'-0"1 EAST ELEVATION IN COLOR 1/8" = 1'-0"3 SOUTH ELEVATION IN COLOR 1/8" = 1'-0"4 NORTH ELEVATION IN COLOR 1/8" = 1'-0"2 WEST ELEVATION IN COLOR ENGINEERED STONE PANEL (ESP-1) BASIS-OF-DESIGN: OMNIS PETRARCH, COLOR "PARCHMENT" ENGINEERED STONE PANEL (ESP-2) BASIS-OF-DESIGN: OMNIS PETRARCH, COLOR "ALUMINUM" 5 EXTERIOR VIEW FROM ROUTE 13 ALTERNATE SIDING OPTION: FIBER CEMENT PANEL (FCP-1) BASIS-OF-DESIGN: AMERICAN FIBER CEMENT CORP., PATINA P545 "SAND" ALTERNATE SIDING OPTION: FIBER CEMENT PANEL (FCP-2) BASIS-OF-DESIGN: AMERICAN FIBER CEMENT CORP., PATINA P070 "FLINT" 0'2'4'8'16'     ENGINEERING REPORT      ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐    For    ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐     Cayuga Medical Associates –  Out‐Patient Medical Facility      1113 Tompkins Street (NYS Route 13)  Town of Cortlandville  Cortland County  New York  September 15, 2021   Prepared by: Prepared For:   Ramco Development & Holdings, LLC  408 Commerce Road  Vestal, NY 13850  Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  9/15/2021  Town of Cortlandville, NY  Engineers Report    1308‐21 i    TABLE OF CONTENTS   1.0 INTRODUCTION………………………………………………………………………………………………………………..1  2.0 STORMWATER…………………………………………………………………………………………………………………1   3.0 FLOOD ZONE……………………………………………………………………………………………………………..……. 1  4.0 SANITARY SEWAGE……………………………………………………………………………………………………….…2  5.0 WATER SERVICE………………………………………………………………………………………………………………. 2  6.0 AQUIFER PROTECTION………………………………………………………………………………………………….… 2  7.0 LIGHTING…………………………………………………………………………………………………………………………3  8.0 TRAFFIC……………………………………………………………………………………………………………….. ………….4       APPENDICES  A. SITE LOCATION MAP  B. – SITE PLAN  – GRADING, DRAINAGE & EROSION CONTROL PLAN  – UTILITY PLAN  – LANDSCAPING AND LIGHTING PLAN   C. LIGHTING  D. TRAFFIC  Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  9/15/2021  Town of Cortlandville, NY  Engineers Report       1 of 4  1308‐21  1.0  Introduction  The overall project includes the demolition of the existing building and site features to  facilitate the construction of a ±21,000 SF medical facility on the ±3.24 acre parcel  located at the above address.  The facility will be operated by Cayuga Medical Facility  and is intended to provide primary care, specialty care services and out‐patient  laboratory services.  Also proposed is a ±8,500 SF “Future Addition” to the medical  facility.  In addition to be building improvements, site access, parking, utility, lighting,  landscaping, grading and drainage improvements are also proposed to accommodate  the full build‐out of the project development.     Currently, access to the site is via two full‐access driveways to NYS Route 13.  Under  proposed conditions, the existing eastern full access drive will be demolished and the  western existing full access driveway reconstructed to provide a full‐access driveway as  shown in the enclosed Concept Plan.  The driveway work within NYS Route 13 will  require NYSDOT review and approval.      2.0  Stormwater  Site disturbances are anticipated to be approximately 3.4 acres.  Therefore, coverage under the  New York State Department of Environmental Conservation’s (NYSDEC) General Permit for  Stormwater Pollutant Discharges and preparation of a full Stormwater Pollution Prevention Plan  will be required.      To provide stormwater quality and quantity mitigation an infiltration basin is proposed at the  northern side of the site.  Storm sewer infrastructure is proposed to collect runoff from the  proposed impervious surfaces (ie rooftop and pavement areas) and route the flow to the  infiltration basin.   As proposed, the post‐construction stormwater discharge rates at the site  stormwater outfalls will not exceed pre‐construction discharge rates.    For a complete narrative and additional information pertaining to stormwater, reference should  be made to the Basic SWPPP.  3.0  Flood Zone  According to the available FEMA FIRM Map 36023C0229D the site is located within Flood  Zone X, areas determined to be outside the 0.2% annual chance floodplain.  4.0  Sanitary Sewage  Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  9/15/2021  Town of Cortlandville, NY  Engineers Report       2 of 4  1308‐21  The site appears to have a 4” PVC lateral extending from an existing sanitary sewer manhole  located along the parcel’s frontage.   As currently proposed, the existing lateral will be removed  up to the manhole and a new 4” PVC lateral extended to the proposed building.  Based on NYSDEC’s Design Standards for Intermediate Sized Wastewater Treatment Systems,  250 gallons per day per Doctor should be used as the sizing criteria for this facility.  Based on this  information, the following is a summary of the anticipated sanitary sewer loading:      11 Doctors @ 250 gal/day/Doctor =  2,750 gallons     TOTAL DAILY SEWAGE LOAD = 2,750 gallons/day    With a 4X peaking factor, the peak flow is anticipated to be 11,000 gal/day or 7.6 gal/min.    Based on the minimum recommended slope (1%) for a 6‐inch pipe, the sanitary lateral is  anticipated to have sufficient capacity to accommodate the project.  5.0 Water Service  According to the Town’s record mapping, a 2”galvanized service lateral extends from the  existing 6” cast iron water main located along the east side of Tomkins Street to the building.  As  currently proposed, the water service will be cut at the main, service tap removed/plugged and  existing water service lateral abandoned.  To service the new building, a new 6” ductile iron  combined water service will be extended to the building.  The new building will require a  sprinkler system for fire protection.  The plumbing engineer is working directly with the fire  protection engineer regarding the design of the sprinkler system and has communicated that a  6” line would be adequate to provide the required fire protection service for the new building.   As coordinated with the Town of Cortlandville Fire Marshal, a new private fire hydrant is  proposed as shown on the Utility Plan.  The backflow prevention device and meter are proposed to be located within the new building.   The daily water consumption is anticipated to equal the daily sewage load noted above.  Refer  to the Utility Plan provided in Appendix B for additional information.   6.0 Aquifer Protection  This project is within an area of a Sole Source Aquifer (Wellhead Protection Zone 1b) and  thereby requires Aquifer Protection Permit approval from the Town Board.  We have enclosed  the Aquifer Protection District Special Permit application and associated fee payment.  As part of  the Special Permit application, a summary of potentially hazardous and/or toxic substance  generation, handling, storage and disposal is to be provided.  This facility, operating as a medical  facility, will generate medical waste.  Below is a summary as provided by CMA as to the  generation, handling, storage and disposal of medical waste with CMA’s response in italics:  Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  9/15/2021  Town of Cortlandville, NY  Engineers Report       3 of 4  1308‐21    1. Summary of medical waste generated: Mainly sharps with some regulated medical waste  that would include wound dressings/bandages/gauze and PPE when necessary.    2. Summary of medical procedures which medical wastes are to be generated: CMA would be  performing very minor procedures like injections, blood draw collections, wound  debridement and packing, skin tag and wart removal, suture removal and then very minor  biopsies. No major surgical procedures would be performed on‐site.    3. Approximately how much medical waste per week/month would be generated:  This site  would generate approximately 3 boxes (20”x20”x20”) of sharp and medical waste per  month.    4. Description of how medical waste is collected and stored onsite Following OSHA, federal and  state guidelines, sharp waste is placed in sharps containers stored in exam rooms and other  identified areas as needed. These containers are in locked cabinets in patient care areas to  ensure only staff has access. For regulated medical waste, these items are disposed of in a  container separate from regular waste designated by a red bag and biohazard sticker. These  containers are stored in select procedure rooms and in a selected locked storage area.    5. Description of how medical waste is collected, transported and ultimately disposed of:  Following OSHA, federal and state guidelines, all sharps and/or regulated medical waste that  become full will be emptied and replaced with new containers or bags. The full containers  will be stored in a designated locked area within the building and be packaged up for  transport following our third‐party vendors (Stericylce) instructions and provided packing  materials. The third‐party vendor will pick up all sharps and medical waste and place in their  vehicles for transport and take it back to their waste management facility for proper  disposal.    Beyond the medical waste noted above, no other hazardous and/or toxic materials will be  generated, stored or disposed of onsite.  Stormwater runoff will be collected by proposed storm  sewer infrastructure and routed to a proposed infiltration basin.  NYSDEC’s Stormwater  Management Design Manual does have special requirements for the use of infiltration practices  in a sole source aquifer area.  The intent is to comply with these requirements.  Additional soil  borings and infiltration testing is currently underway to verify compliance.    7.0 Lighting  As illustrated on the Lighting and Landscaping Plan provided in Appendix B, site and building  mounted lighting is proposed.  Site light fixtures will be LED and Dark Sky Compliant.  Building  mounted lighting will be accent style lighting washing the exterior building with light.  Given the  nature of the commercial properties built in close proximity of the development, achieving full  cutoff of light levels at the east/west property lines is not practical.    Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  9/15/2021  Town of Cortlandville, NY  Engineers Report       4 of 4  1308‐21  8.0 Traffic  Site access is currently provided by two full‐access driveways to Tompkins Street (NYS Route 13).   As proposed, the northern driveway will be removed and the southern driveway reconstructed  to provide a full‐access driveway.    In preparing this engineer’s report, a Trip Generation and Distribution Assessment was prepared  by the project’s traffic engineer, SRF & Associates.  Based on the data presented in the letter,  the project is not expected to exceed the number of peak hour trips to require a traffic impact  study.  The driveway improvements and conclusions outlined in the Trip Generation and  Assessment letter are subject to the review and approval/acceptance of NYSDOT.       Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  09/15/2021  Town of Cortlandville, NY  Engineers Report  1308‐21  Appendix A     SITE LOCATION MAP     LOCATION MAP N.T.S.NORTH  Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  09/15/2021  Town of Cortlandville, NY  Engineers Report  1308‐21  Appendix B   Site Plan   Grading, Drainage & Erosion Control Plan   Utility Plan   Landscaping and Lighting Plan          LOCATION MAP N.T.S. SITUATE IN: 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.comCOPYRIGHT ¤2021 MARATHON ENGINEERING 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-1.01 of 14 DRAWING TITLE: Demolition Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, PIPES, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL PER THE FOLLOWING RECOMMENDATIONS: A. AREAS WITHIN NEW BUILDING FOOTPRINT (INCLUDING SIDEWALKS): IMPORTED STRUCTURAL FILL (NYSDOT 304.14) SHALL BE USED TO BACKFILL THESE AREAS PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREAS MAY BE BACKFILLED WITH SUITABLE ON-SITE MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL IN AREAS OUTSIDE THE BUILDING FOOTPRINT AS FILL, NYSDOT ITEM 203.07 (SELECT GRANULAR) FILL MAY BE USED. THE USE OF ALTERNATE BACKFILL/FILL MATERIALS SHALL BE EVALUATED ON A CASE-BY-CASE BASIS BY THE PROJECT'S GEOTECHNICAL ENGINEER PRIOR TO USE. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF IT IN A LEGAL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING BUILDING/FACILITY TO REMAIN AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THIS PLAN DOES NOT SHOW ALL ITEMS TO BE DEMOLISHED, ABANDONED AND/OR REMOVED. EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED, OR RELOCATED AS NECESSARY, UNLESS SPECIFIED OTHERWISE. ALL COSTS SHALL BE INCLUDED IN BASE BID. 6. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY OF SALVAGED MATERIALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO DEMOLITION. 8. ALL UTILITIES WITHIN PROPOSED BUILDING FOOTPRINTS (INCLUDING 5 FEET BEYOND THE PERIMETER) SHALL BE REMOVED AND THE EXCAVATION AREA SHALL BE BACKFILLED AND COMPACTED PER THE CONSTRUCTION DOCUMENTS. 9. THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES WITH CONTROL DENSITY FILL. ALL ABANDONED PIPES AND STRUCTURES WITHIN 2' OF PROPOSED FINISHED GRADE SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN, ABANDONED PIPES SHALL BE CUT AND PLUGGED AND THE REMAINING OPENING IN THE MANHOLE/STRUCTURE SHALL BE FILLED SO TO MATCH THE REMAINING STRUCTURE/MANHOLE. THE CONTRACTOR HAS THE OPTION TO REMOVE THOSE UTILITIES TO BE ABANDONED AT NO ADDITIONAL COST TO THE OWNER. 10. REMOVAL OR ABANDONMENT OF UTILITIES, DRIVEWAYS, STRUCTURES, ETC. SHALL ONLY BE PERFORMED AFTER CRITICAL NEW OR TEMPORARY INFRASTRUCTURE IS IN PLACE AND OPERATIONAL (I.E. UTILITIES, DRAINAGE, PAVING, ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AND SAFE SEQUENCING. 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF WORK. COSTS FOR SUCH RELOCATIONS SHALL BE INCLUDED IN THE BASE BID. 12. THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS. 13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING RELOCATION OR REMOVAL. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY IN AN EFFORT TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT LIMITED TO: GAS, ELECTRIC, TELEPHONE, STORM DRAINAGE, SANITARY SEWAGE, COMMUNICATIONS, HEAT, ETC. THROUGHOUT ALL PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE BASE BID. 15.THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS REQUIRED BY THE OWNER, TOWN OF CORTLANDVILLE AND/OR THE ENGINEER. 16. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW SITE/BUILDING IMPROVEMENTS. 17. NO WORK SHALL COMMENCE UNTIL ALL INITIAL EROSION AND SEDIMENTATION CONTROL PRACTICES ARE IN PLACE. 18. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF FACILITIES/STRUCTURES, ETC. WHICH MAY BE DAMAGED DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 19. EXISTING PAVEMENT AND CONCRETE SHALL BE SAW-CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL. 20. THE CONTRACTOR SHALL LIMIT SAW-CUT ACTIVITIES TO ONLY THOSE AREAS WHERE IT IS REQUIRED OR AS SHOWN ON THE PLANS. IF SURROUNDING PAVEMENT/CONCRETE IS DAMAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND/OR REPAIR. 21. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 22. ALL SIGNS, STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR DISTURBED SHALL BE RESTORED. 23. THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLAN FOR INFORMATION PERTAINING TO THE EXISTING TREES TO REMAIN DURING CONSTRUCTION. 24. TREES TO REMAIN SHALL BE PROTECTED PER DETAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TREE PROTECTION. IF TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF THE TREE(S) AT THE OWNER'S AND/OR TOWN OF CORTLANDVILLE'S DISCRETION. 25. NO WORK OR EQUIPMENT IS ALLOWED ON THE ADJACENT PROPERTIES WITHOUT WRITTEN CONSENT OF PROPERTY OWNER(S), EXCEPT AS SHOWN. 26. THE CONTRACTOR SHALL PROTECT ALL PROJECT BENCHMARKS, PROPERTY CORNERS, AND SURVEY MONUMENTS/MARKERS THROUGHOUT CONSTRUCTION. 27. THE CONTRACTOR SHALL REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF CORTLANDVILLE WATER AUTHORITY. 28. THE PRESENCE OR ABSENCE OF EXISTING ONSITE SEPTIC SYSTEMS IS UNKNOWN. IF ENCOUNTERED, THE CONTRACTOR SHALL DISPOSE OF SYSTEM COMPONENTS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL MANNER. 29. THE PRESENCE OR ABSENCE OF EXISTING WELLS IS UNKNOWN. IF ENCOUNTERED, ALL EXISTING WELLS LOCATED WITHIN THE SITE DEVELOPMENT AREA SHALL BE REMOVED AND ABANDONED IN ACCORDANCE WITH NYSDOH REQUIREMENTS. WHICH INCLUDES: COMPLETE WELL CASING REMOVAL AND BACKFILLING WELL HOLE WITH NEAT CEMENT GROUT. DEPTH, TYPE, ETC. OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS TO BE ABANDONED AND ABANDONMENT PROCEDURES PRIOR TO THE START OF WORK. 30. THE LOCATION OF EXISTING WATER SERIVCE(S) IS UNKNOWN. THE CONTRACTOR SHALL LOCATE THE SERVICES NEEDING REMOVAL/DECOMMISSIONING PRIOR TO THE START OF WORK. THOSE WATER SERVICES TO BE DECOMMISSIONED SHALL BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP REMOVED AND PLUGGED. CONTRACTOR SHALL COORDINATE WORK SCOPE AND SCHEDULE WITH BOLTON POINT. LIMIT AND LOCATION OF EXCAVATION ASSOCIATED WITH THE SERVICE TAP REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR. EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUY ANCHORS, ETC. TO BE REMOVED. CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH UTILITY COMPANY(IES) EXISTING WATER SERVICE TO BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED. CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH CORTLANDVILLE WATER AUTHORITY. PORTION OF WATER SERVICE REMAINING UNDER NYS ROUTE 13 IS TO BE ABANDONED. CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARY LATERAL ENTERING THE EXISTING MANHOLE AND REPAIR/PLUG STRUCTURE ENTRANCE PER TOWN OF CORTLANDVILLE REQUIREMENTS. EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCH SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. DEMOLITION KEYNOTES HAZARDOUS BUILDING MATERIALS SURVEY 1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TO STRUCTURE DEMOLITION THE CONTRACTOR SHALL PERFORM SUCH A SURVEY TO THE SATISFACTION OF THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCE OF EXISTING BUILDING MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING, REMOVAL, CONTAINMENT, REMEDIATION, DISPOSAL, ETC. 2. IF SUCH MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH APPROPRIATE CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK. 3. UPON COMPLETION OF STRUCTURE DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO THE OWNER AND THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE BEEN APPROPRIATELY IDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN. X X A B C D E A C C X X X BUILDING & ASSOCIATED PATIO, DECK, STEPS, STOOPS, WALKS, CURBS, RETAINING WALLS, ETC. TO BE REMOVED MAILBOX TO BE REPLACED WITH NEW. FINAL LOCATION TBD BY OWNER GRAVEL DRIVEWAY TO BE REMOVED MISCELLANEOUS ITEM TO BE REMOVED UTILITIES TO BE REMOVED. COORDINATE SERVICE DISCONNECTION/REMOVAL AND ASSOCIATED METER REMOVAL WITH RESPECTIVE UTILITY COMPANY. F G H H I T PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED PROVIDED VARIANCE REQ'D MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100' ±279' NO MINIMUM FRONT YARD SETBACK 35' 35' NO MINIMUM REAR YARD SETBACK 40' >40' NO MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10' NO MINIMUIM GREENSPACE 30% ±46% NO MAXIMUM FLOOR AREA 30,000** ±21,000 NO PARKING SPACE SIZE 10'x20' 10''x20' NO NUMBER OF PARKING SPACES STANDARD SPACES * 107 ADA ACESSIBLE SPACES *6 _ TOTAL * 113 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-2.02 of 14 DRAWING TITLE: Site Plan (Phase 1) SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS SITE KEYNOTES HEAVY DUTY CONCRETE PAVEMENT RE: DETAIL REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL CONCRETE CURBING, RE: DETAIL CONCRETE CURBING TRANSITION, RE: DETAIL ASPHALT DIKE, RE: DETAIL ASPHALT DIKE TRANSITION: RE: DETAIL CONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS, RE: DETAIL CONCRETE SIDEWALK WITH INTEGRAL CURBING, RE: DETAIL ACCESSIBLE PARKING, RE: DETAIL ACCESSIBLE RAMP, RE: DETAIL STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE SWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS BOLLARD, RE: DETAIL PAD MOUNTED TRANSFORMER WITH BOLLARD PROTECTION PER UTILITY COMPANY REQUIREMENTS, RE: ELECTRICAL DUMPSTER ENCLOSURE, RE: DETAIL LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: DETAIL INGRESS/EGRESS DOORS, RE: ARCH. MONUMENT SIGN, RE: ARCH. A B C D E F G H J K L M N O CONSTRUCTION 1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4. DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5. COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6. STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: z REMOVAL OF ANY CONSTRUCTION DEBRIS. z CLEANING PAVEMENT AND WALKWAY SURFACES. z RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. z PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. z PROVIDING REDLINES FOR RECORD DRAWING. z COMPLETION OF FINAL PUNCH LIST ITEMS. GENERAL 1. APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4. PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. P Q A B I R F G F F D D D D D I O H H N H R L L L L I E E I QQ Q Q Q I P C T PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED PROVIDED VARIANCE REQ'D MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100' ±279' NO MINIMUM FRONT YARD SETBACK 35' 35' NO MINIMUM REAR YARD SETBACK 40' >40' NO MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10' NO MINIMUIM GREENSPACE 30% ±31% NO MAXIMUM FLOOR AREA 30,000** ±21,000 NO PARKING SPACE SIZE 10'x20' 10''x20' NO NUMBER OF PARKING SPACES STANDARD SPACES * 129 ADA ACESSIBLE SPACES *6 _ TOTAL * 135 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-2.13 of 14 DRAWING TITLE: Site Plan (Phase 2) SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS CONSTRUCTION 1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4. DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5. COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6. STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: z REMOVAL OF ANY CONSTRUCTION DEBRIS. z CLEANING PAVEMENT AND WALKWAY SURFACES. z RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. z PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. z PROVIDING REDLINES FOR RECORD DRAWING. z COMPLETION OF FINAL PUNCH LIST ITEMS. GENERAL 1. APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4. PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. SITE KEYNOTES REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL ASPHALT DIKE, RE: DETAIL ASPHALT DIKE TRANSITION: RE: DETAIL STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE SWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS TIMBER GUIDE RAIL, RE: DETAIL A B C D E F A B C E E F C C T 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-3.04 of 14 DRAWING TITLE: Grading, Drainage & Erosion Control Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS EROSION CONTROL 1. CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGE REPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS. 2. CONTRACTOR RESPONSIBILITY - ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. 3. INSPECTION - EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. 4. NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP-0-20-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP-0-20-002. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE). 5. PRE-CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 6. TOPSOIL - UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS. 7. SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS. 8. DUST - THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB-BASE AND ANY OTHER EXPOSED SURFACES. 9. OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE-EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT. 10. WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. 11. TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED. 12. WINTER STABILIZATION - ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUE BOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON-STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST. 13. SUBSOIL RESTORATION - ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE (TABLE 5.3 - SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP A AND SHALL BE RESTORED AS SPECIFIED. 14. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING: z INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING. z INSTALL STABILIZED CONSTRUCTION ENTRANCE. z PROTECT VEGETATION TO REMAIN. z CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. z COMPLETE CLEARING AND GRUBBING OPERATION. z PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. z CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. z MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. z RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. z REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER. EARTHWORK 1. PREPARATION - PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: z SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. z CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. z TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY. 2. RESPONSIBILITY - THE CONTRACTOR IS RESPONSIBLE FOR: z ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. z GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS. z COMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE. z CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT. 3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTOR METHOD ASTM D-1557: z 95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS z 85% IN REMAINING AREAS THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS. 4. LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. 5. PROOF ROLLING - THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE. DISTURBANCE SUMMARY: ONSITE DISTURBED: ±3.10 ACRES OFFSITE DISTURBED: ±0.10 ACRES TOTAL DISTURBED:±3.20 ACRES TOTAL PROJECT AREA: ±3.35 ACRES EXISTING IMPERVIOUS: ±1.70 ACRES EXISTING PERVIOUS: ±1.50 ACRES PROPOSED IMPERVIOUS: ±2.14 ACRES PROPOSED PERVIOUS: ±1.066 ACRES T 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-4.05 of 15 DRAWING TITLE: Utility Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS 2. STORM 2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. 2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: x HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350. 2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE. 2.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. UTILITIES 1. SANITARY 1.1 MATERIALS x MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: x ASTM D-3034 (4" THRU 15") x ASTM F-679 (18" THRU 48") x JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. x MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443. 1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON-PRESSURE SEWER LINES USING LOW-PRESSURE AIR. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE CORTLAND COUNTY SEWER USE LAW. 1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. 3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY. 3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS. 3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS: (A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE. (B) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB 3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE. 3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METERS. 1 ½-INCH + 2-INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATION 3-INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER. 3.7 WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE: x PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. x DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY. TOWN PORTION: FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PRIVATE PORTION: FROM THE CONTROL VALVE TO THE METER D.I.P.* 3. WATER D.I.P.* 6" 6"CMB CMB T 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-5.06 of 14 DRAWING TITLE: Lighting & Landscaping Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS LIGHTING NOTES 1. THE LIGHTING INFORMATION PRESENTED ON THIS PLAN IS AS PROVIDED BY POINT SOURCE GROUP ON 9/16/21. CONTRACTOR SHALL COORDINATE FINAL LIGHTING LAYOUT WITH POINT SOURCE GROUP. 2. THE CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS FOR ROUTING OF ELECTRIC TO SITE LIGHTING. RESTORATION AND LANDSCAPING 1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER. 2. TOPSOIL - PLACE A MINIMUM OF 4 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING. 3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED; SEED MIXTURE, MULCH, AND FERTILIZER. THE APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION. 4. PLANT STOCK - PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. 5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. 6. PLANTING BEDS - PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. SEED & MULCH SEED MIX SHALL BE TOWN & COUNTRY SEED MIX AS MANUFACTURED BY CROSSMAN SEED CORPORATION. SEED MIX SHALL CONSIST OF: 30% CREEPING RED FESCUE 20% GATOR 3 PERENNIAL RYEGRASS 20% ALL STAR 3 PERENNIAL RYEGRASS 20% KEYSTONE 2 PERENNIAL RYEGRASS 10% KENTUCKY BLUEGRASS 98 / 85 SEEDING RATE SHALL BE 6LBS./ 1000 S.F. OF PURE LIVE SEED. MULCH: SHALL BE STRAW APPLIED AT 2 TONS/ACRE LANDSCAPING SCHEDULE A A A A A B BB C C B C B B B 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 C-6.07 of 14 DRAWING TITLE: Detail Sheet (1 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS EROSION CONTROL SILT SOCK PIPE OUTLET PROTECTION SILT FENCE CONCRETE WASHOUT AREA STABILIZED CONSTRUCTION ENTRANCE/EXIT EMERGENCY SPILLWAY OUTLET INFILTRATION BASIN 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 C-6.18 of 14 DRAWING TITLE: Detail Sheet (2 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS ACCESS RAMP CURB TRANSITION CONCRETE PAVEMENT REGULAR DUTY PAVEMENT SECTION HEAVY DUTY PAVEMENT SECTION CONCRETE SIDEWALK CONCRETE CURB ASPHALT DIKE ASPHALT DIKE TRANSITION RESERVED PARKING RESERVED PARKING AND SIGNAGE TIMBER GUIDERAIL 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 C-6.29 of 14 DRAWING TITLE: Detail Sheet (3 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS DROP/ FIELD INLET SANITARY MANHOLE SANITARY TRENCH PVC SANITARY CLEANOUT DETAIL PVC STORM CLEANOUT DETAIL STORM TRENCH SOLID PIPE VALVE NOT TO SCALE HYDRANT ASSEMBLY CLASS A WATER TRENCH STORM MANHOLE 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 C-6.310 of 14 DRAWING TITLE: Detail Sheet (4 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS LIGHT BASE DECIDUOUS PLANTINGS SHRUB PLANTINGS GROUND COVER PLANTINGS DUMPSTER ENCLOSURE WATER SERVICE CASING STEEL BOLLARD CONIFEROUS PLANTINGS T T 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-7.011 of 14 DRAWING TITLE: Truck Turn Plan SCALE: AS NOTED DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS FIRE TRUCK TURNING MOVEMENT (PHASE 1) FIRE TRUCK TURNING MOVEMENT (PHASE 2) FIRE TRUCK TEMPLATE SCALE: 1"=40' SCALE: 1"=20' SCALE: 1"=40' TT39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 LOCATION MAP N.T.S. C-8.012 of 14 DRAWING TITLE: Driveway Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS NO R T H DRIVEWAY LAYOUT PLAN SCALE: 1"=20' DRIVEWAY GRADING AND UTILITY PLAN SCALE: 1"=30' 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 C-8.113 of 14 DRAWING TITLE: Driveway Details (1 of 2) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS 39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 C-8.214 of 14 DRAWING TITLE: Driveway Details (2 of 2) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS  Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  09/15/2021  Town of Cortlandville, NY  Engineers Report  1308‐21  Appendix C   Lighting            One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 1 of 8COMMERCIAL OUTDOOR D-Series Size 1 LED Area Luminaire Catalog Number Notes Type Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 750W metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. Hit the Tab key or mouse over the page to see all interactive elements. L H L H1 WW HH2 Ordering Information EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX1 LED Series LEDs Color temperature Distribution Voltage Mounting DSX1 LED Forward optics P1 P4 1 P7 1 P2 P5 1 P8 P3 P6 1 P9 1 Rotated optics P10 2 P12 2 P11 2 P13 1,2 30K 3000 K 40K 4000 K 50K 5000 K T1S Type I short (Automotive) T2S Type II short T2M Type II medium T3S Type III short T3M Type III medium T4M Type IV medium TFTM Forward throw medium T5VS Type V very short 3 T5S Type V short 3 T5M Type V medium 3 T5W Type V wide 3 BLC Backlight control 4 LCCO Left corner cutoff 4 RCCO Right corner cutoff 4 MVOLT 5 XVOLT (277V-480V) 6,7,8 120 9 208 9 240 9 277 9 347 9 480 9 Shipped included SPA Square pole mounting RPA Round pole mounting 10 WBA Wall bracket 3 SPUMBA Square pole universal mounting adaptor 11 RPUMBA Round pole universal mounting adaptor 9 Shipped separately KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 12 Specifications EPA:1.01 ft2 (0.09 m2) Length:33” (83.8 cm) Width:13” (33.0 cm) Height H1:7-1/2” (19.0 cm) Height H2:3-1/2” Weight (max):27 lbs (12.2 kg) Control options Other options Finish (required) Shipped installed NLTAIR2 nLight AIR generation 2 enabled 13 PIRHN Network, high/low motion/ambient sensor 14 PER NEMA twist-lock receptacle only (controls ordered separate) 15 PER5 Five-pin receptacle only (controls ordered separate) 15,16 PER7 Seven-pin receptacle only (controls ordered separate) 15,16 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) 17 DS Dual switching 18,19,20 PIR High/low, motion/ambient sensor, 8-15’ mounting height, ambient sensor enabled at 5fc 20,21 PIRH High/low, motion/ambient sensor, 15-30’ mounting height, ambient sensor enabled at 5fc 20,21 PIR1FC3V High/low, motion/ambient sensor, 8-15’ mounting height, ambient sensor enabled at 1fc 20,21 PIRH1FC3V Bi-level, motion/ambient sensor, 15-30’ mounting height, ambient sensor enabled at 1fc 20,21 FAO Field adjustable output 20,21 Shipped installed HS House-side shield 23 SF Single fuse (120, 277, 347V) 9 DF Double fuse (208, 240, 480V) 9 L90 Left rotated optics 2 R90 Right rotated optics 2 HA 50°C ambient operations 1 BAA Buy America(n) Act Compliant Shipped separately BS Bird spikes 24 EGS External glare shield DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white Buy American One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 2 of 8COMMERCIAL OUTDOOR Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8"RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8"RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 Tenon Mounting Slipfitter Drilling Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 Ordering Information NOTES 1 HA not available with P4, P5, P6, P7, P9 and P13. 2 P10, P11, P12 or P13 and rotated optics (L90, R90) only available together. 3 Any Type 5 distribution with photocell, is not available with WBA. 4 Not available with HS. 5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 6 XVOLT only suitable for use with P3, P5, P6, P7, P9 and P13. 7 XVOLT works with any voltage between 277V and 480V. 8 XVOLT not available with fusing (SF or DF) and not available with PIR, PIRH, PIR1FC3V, PIRH1FC3V. 9 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF. 10 Suitable for mounting to round poles between 3.5” and 12” diameter. 11 Universal mounting brackets intended for retrofit on existing, pre-drilled poles only. 1.5 G vibration load rating per ANCI C136.31. Only usable when pole’s drill pattern is NOT Lithonia template #8 12 Must order fixture with SPA option. Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8” diameter mast arm (not included). 13 Must be ordered with PIRHN. Sensor cover available only in dark bronze, black, white and natural aluminum colors. 14 Must be ordered with NLTAIR2. For more information on nLight Air 2 visit this link. 15 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting cap included. 16 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Node with integral dimming. 17 DMG not available with PIRHN, PER5, PER7, PIR, PIRH, PIR1FC3V or PIRH1FC3V, FAO. 18 Provides 50/50fixture operation via (2) independent drivers. Not available with PER, PER5, PER7, PIR or PIRH. Not available P1, P2, P3, P4 or P5. 19 Requires (2) separately switched circuits with isolated neutrol. 20 Reference Controls Option Default settings table on page 4. 21 Reference Motion Sensor table on page 4 to see functionality. 22 Not available with other dimming controls options. 23 Not available with BLC, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. 24 Must be ordered with fixture for factory pre-drilling. 25 Requires luminaire to be specified with PER, PER5 or PER7 option. See Control Option Table on page 4. 26 For retrofit use only. Only usable when pole’s drill pattern is NOT Lithonia template #8. Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 25 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 25 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 25 DSHORT SBK U Shorting cap 25 DSX1HS 30C U House-side shield for P1, P2, P3, P4 and P5 23 DSX1HS 40C U House-side shield for P6 and P7 23 DSX1HS 60C U House-side shield for P8, P9, P10, P11 and P12 23 PUMBA DDBXD U*Square and round pole universal mounting bracket (specify finish) 26 KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 12 DSX1EGS (FINISH) U External glare shield For more control options, visit DTL and ROAM online. Options .50 73˚ 12.05 12.476 .50 73˚ 12.05 12.48 HANDHOLE ORIENTATION A Handhole B C D EGS - External Glare Shield Drilling Template Minimum Acceptable Outside Pole Dimension SPA #8 2-7/8” 2-7/8” 3.5”3.5”3”3.5” RPA #8 2-7/8” 2-7/8” 3.5”3.5”3”3.5” SPUMBA #5 2-7/8” 3”4”4”3.5”4” RPUMBA #5 2-7/8” 3.5”5” 5” 3.5”5” Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS 1.75” for aluminum poles 2.75” for other pole types Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX1 LED 1.013 2.025 1.945 3.038 2.850 3.749 DSX1 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 3 of 8COMMERCIAL OUTDOOR To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Area Size 1 homepage. Photometric Diagrams Isofootcandle plots for the DSX1 LED 60C 1000 40K. Distances are in units of mounting height (25’). LEGEND 0.1 fc 0.5 fc 1.0 fc Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T1S Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2M Test No. LTL23222 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2S Test No. LTL23271 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3M Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3S Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T4M Test No. LTL23222 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 TFTM Test No. LTL23271 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5VS Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5S Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5M Test No. LTL23222 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5W Test No. LTL23271 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 BLC Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 LCCO Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 RCCO One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 4 of 8COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Lumen Multiplier 0°C 32°F 1.04 5°C 41°F 1.04 10°C 50°F 1.03 15°C 50°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Motion Sensor Default Settings Option Dimmed State High Level (when triggered) Phototcell Operation Dwell Time Ramp-up Time Ramp-down Time PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 5 min 3 sec 5 min *PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 5 min 3 sec 5 min *for use when motion sensor is used as dusk to dawn control. Current (A) Performance Package LED Count Drive Current Wattage 120 208 240 277 347 480 Forward Optics (Non-Rotated) P1 30 530 54 0.45 0.26 0.23 0.19 0.10 0.12 P2 30 700 70 0.59 0.34 0.30 0.25 0.20 0.16 P3 30 1050 102 0.86 0.50 0.44 0.38 0.30 0.22 P4 30 1250 125 1.06 0.60 0.52 0.46 0.37 0.27 P5 30 1400 138 1.16 0.67 0.58 0.51 0.40 0.29 P6 40 1250 163 1.36 0.78 0.68 0.59 0.47 0.34 P7 40 1400 183 1.53 0.88 0.76 0.66 0.53 0.38 P8 60 1050 207 1.74 0.98 0.87 0.76 0.64 0.49 P9 60 1250 241 2.01 1.16 1.01 0.89 0.70 0.51 Rotated Optics (Requires L90 or R90) P10 60 530 106 0.90 0.52 0.47 0.43 0.33 0.27 P11 60 700 137 1.15 0.67 0.60 0.53 0.42 0.32 P12 60 1050 207 1.74 0.99 0.87 0.76 0.60 0.46 P13 60 1250 231 1.93 1.12 0.97 0.86 0.67 0.49 Electrical Load Controls Options Nomenclature Description Functionality Primary control device Notes FAO Field adjustable output device installed inside the luminaire; wired to the driver dimming leads. Allows the luminaire to be manually dimmed, effectively trimming the light output.FAO device Cannot be used with other controls options that need the 0-10V leads DS Drivers wired independently for 50/50 luminaire operation The luminaire is wired to two separate circuits, allowing for 50/50 operation.Independently wired drivers Requires two separately switched circuits. Consider nLight AIR as a more cost effective alternative. PER5 or PER7 Twist-lock photocell recepticle Compatible with standard twist-lock photocells for dusk to dawn operation, or advanced control nodes that provide 0-10V dimming signals. Twist-lock photocells such as DLL Elite or advanced control nodes such as ROAM. Pins 4 & 5 to dimming leads on driver, Pins 6 & 7 are capped inside luminaire PIR or PIRH Motion sensors with integral photocell. PIR for 8-15' mounting; PIRH for 15-30' mounting Luminaires dim when no occupancy is detected.Acuity Controls SBGR Also available with PIRH1FC3V when the sensor photocell is used for dusk-to-dawn operation. NLTAIR2 PIRHN nLight AIR enabled luminaire for motion sensing, photocell and wireless communication. Motion and ambient light sensing with group response. Scheduled dimming with motion sensor over-ride when wirelessly connected to the nLight Eclypse.nLight Air rSDGR nLight AIR sensors can be programmed and commissioned from the ground using the ClAIRity Pro app. Operating Hours Lumen Maintenance Factor 0 1.00 25,000 0.96 50,000 0.92 100,000 0.85 Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts Contact factory for performance data on any configurations not shown here. Lumen Output Forward Optics LED Count Drive Current Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 30 530 P1 54W T1S 6,457 2 0 2 120 6,956 2 0 2 129 7,044 2 0 2 130 T2S 6,450 2 0 2 119 6,949 2 0 2 129 7,037 2 0 2 130 T2M 6,483 1 0 1 120 6,984 2 0 2 129 7,073 2 0 2 131 T3S 6,279 2 0 2 116 6,764 2 0 2 125 6,850 2 0 2 127 T3M 6,468 1 0 2 120 6,967 1 0 2 129 7,056 1 0 2 131 T4M 6,327 1 0 2 117 6,816 1 0 2 126 6,902 1 0 2 128 TFTM 6,464 1 0 2 120 6,963 1 0 2 129 7,051 1 0 2 131 T5VS 6,722 2 0 0 124 7,242 3 0 0 134 7,334 3 0 0 136 T5S 6,728 2 0 1 125 7,248 2 0 1 134 7,340 2 0 1 136 T5M 6,711 3 0 1 124 7,229 3 0 1 134 7,321 3 0 2 136 T5W 6,667 3 0 2 123 7,182 3 0 2 133 7,273 3 0 2 135 BLC 5,299 1 0 1 98 5,709 1 0 2 106 5,781 1 0 2 107 LCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 RCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 30 700 P2 70W T1S 8,249 2 0 2 118 8,886 2 0 2 127 8,999 2 0 2 129 T2S 8,240 2 0 2 118 8,877 2 0 2 127 8,989 2 0 2 128 T2M 8,283 2 0 2 118 8,923 2 0 2 127 9,036 2 0 2 129 T3S 8,021 2 0 2 115 8,641 2 0 2 123 8,751 2 0 2 125 T3M 8,263 2 0 2 118 8,901 2 0 2 127 9,014 2 0 2 129 T4M 8,083 2 0 2 115 8,708 2 0 2 124 8,818 2 0 2 126 TFTM 8,257 2 0 2 118 8,896 2 0 2 127 9,008 2 0 2 129 T5VS 8,588 3 0 0 123 9,252 3 0 0 132 9,369 3 0 0 134 T5S 8,595 3 0 1 123 9,259 3 0 1 132 9,376 3 0 1 134 T5M 8,573 3 0 2 122 9,236 3 0 2 132 9,353 3 0 2 134 T5W 8,517 3 0 2 122 9,175 4 0 2 131 9,291 4 0 2 133 BLC 6,770 1 0 2 97 7,293 1 0 2 104 7,386 1 0 2 106 LCCO 5,038 1 0 2 72 5,427 1 0 2 78 5,496 1 0 2 79 RCCO 5,038 1 0 2 72 5,427 1 0 2 78 5,496 1 0 2 79 30 1050 P3 102W T1S 11,661 2 0 2 114 12,562 3 0 3 123 12,721 3 0 3 125 T2S 11,648 2 0 2 114 12,548 3 0 3 123 12,707 3 0 3 125 T2M 11,708 2 0 2 115 12,613 2 0 2 124 12,773 2 0 2 125 T3S 11,339 2 0 2 111 12,215 3 0 3 120 12,370 3 0 3 121 T3M 11,680 2 0 2 115 12,582 2 0 2 123 12,742 2 0 2 125 T4M 11,426 2 0 3 112 12,309 2 0 3 121 12,465 2 0 3 122 TFTM 11,673 2 0 2 114 12,575 2 0 3 123 12,734 2 0 3 125 T5VS 12,140 3 0 1 119 13,078 3 0 1 128 13,244 3 0 1 130 T5S 12,150 3 0 1 119 13,089 3 0 1 128 13,254 3 0 1 130 T5M 12,119 4 0 2 119 13,056 4 0 2 128 13,221 4 0 2 130 T5W 12,040 4 0 3 118 12,970 4 0 3 127 13,134 4 0 3 129 BLC 9,570 1 0 2 94 10,310 1 0 2 101 10,440 1 0 2 102 LCCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 RCCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 30 1250 P4 125W T1S 13,435 3 0 3 107 14,473 3 0 3 116 14,657 3 0 3 117 T2S 13,421 3 0 3 107 14,458 3 0 3 116 14,641 3 0 3 117 T2M 13,490 2 0 2 108 14,532 3 0 3 116 14,716 3 0 3 118 T3S 13,064 3 0 3 105 14,074 3 0 3 113 14,252 3 0 3 114 T3M 13,457 2 0 2 108 14,497 2 0 2 116 14,681 2 0 2 117 T4M 13,165 2 0 3 105 14,182 2 0 3 113 14,362 2 0 3 115 TFTM 13,449 2 0 3 108 14,488 2 0 3 116 14,672 2 0 3 117 T5VS 13,987 4 0 1 112 15,068 4 0 1 121 15,259 4 0 1 122 T5S 13,999 3 0 1 112 15,080 3 0 1 121 15,271 3 0 1 122 T5M 13,963 4 0 2 112 15,042 4 0 2 120 15,233 4 0 2 122 T5W 13,872 4 0 3 111 14,944 4 0 3 120 15,133 4 0 3 121 BLC 11,027 1 0 2 88 11,879 1 0 2 95 12,029 1 0 2 96 LCCO 8,205 1 0 3 66 8,839 1 0 3 71 8,951 1 0 3 72 RCCO 8,205 1 0 3 66 8,839 1 0 3 71 8,951 1 0 3 72 30 1400 P5 138W T1S 14,679 3 0 3 106 15,814 3 0 3 115 16,014 3 0 3 116 T2S 14,664 3 0 3 106 15,797 3 0 3 114 15,997 3 0 3 116 T2M 14,739 3 0 3 107 15,878 3 0 3 115 16,079 3 0 3 117 T3S 14,274 3 0 3 103 15,377 3 0 3 111 15,572 3 0 3 113 T3M 14,704 2 0 3 107 15,840 3 0 3 115 16,040 3 0 3 116 T4M 14,384 2 0 3 104 15,496 3 0 3 112 15,692 3 0 3 114 TFTM 14,695 2 0 3 106 15,830 3 0 3 115 16,030 3 0 3 116 T5VS 15,283 4 0 1 111 16,464 4 0 1 119 16,672 4 0 1 121 T5S 15,295 3 0 1 111 16,477 4 0 1 119 16,686 4 0 1 121 T5M 15,257 4 0 2 111 16,435 4 0 2 119 16,644 4 0 2 121 T5W 15,157 4 0 3 110 16,328 4 0 3 118 16,534 4 0 3 120 BLC 12,048 1 0 2 87 12,979 1 0 2 94 13,143 1 0 2 95 LCCO 8,965 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 RCCO 8,965 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 5 of 8COMMERCIAL OUTDOOR Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Forward Optics LED Count Drive Current Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 40 1250 P6 163W T1S 17,654 3 0 3 108 19,018 3 0 3 117 19,259 3 0 3 118 T2S 17,635 3 0 3 108 18,998 3 0 3 117 19,238 3 0 3 118 T2M 17,726 3 0 3 109 19,096 3 0 3 117 19,337 3 0 3 119 T3S 17,167 3 0 3 105 18,493 3 0 3 113 18,727 3 0 3 115 T3M 17,683 3 0 3 108 19,049 3 0 3 117 19,290 3 0 3 118 T4M 17,299 3 0 3 106 18,635 3 0 4 114 18,871 3 0 4 116 TFTM 17,672 3 0 3 108 19,038 3 0 4 117 19,279 3 0 4 118 T5VS 18,379 4 0 1 113 19,800 4 0 1 121 20,050 4 0 1 123 T5S 18,394 4 0 2 113 19,816 4 0 2 122 20,066 4 0 2 123 T5M 18,348 4 0 2 113 19,766 4 0 2 121 20,016 4 0 2 123 T5W 18,228 5 0 3 112 19,636 5 0 3 120 19,885 5 0 3 122 BLC 14,489 2 0 2 89 15,609 2 0 3 96 15,806 2 0 3 97 LCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 RCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 40 1400 P7 183W T1S 19,227 3 0 3 105 20,712 3 0 3 113 20,975 3 0 3 115 T2S 19,206 3 0 3 105 20,690 3 0 3 113 20,952 3 0 3 114 T2M 19,305 3 0 3 105 20,797 3 0 3 114 21,060 3 0 3 115 T3S 18,696 3 0 3 102 20,141 3 0 3 110 20,396 3 0 4 111 T3M 19,258 3 0 3 105 20,746 3 0 3 113 21,009 3 0 3 115 T4M 18,840 3 0 4 103 20,296 3 0 4 111 20,553 3 0 4 112 TFTM 19,246 3 0 4 105 20,734 3 0 4 113 20,996 3 0 4 115 T5VS 20,017 4 0 1 109 21,564 4 0 1 118 21,837 4 0 1 119 T5S 20,033 4 0 2 109 21,581 4 0 2 118 21,854 4 0 2 119 T5M 19,983 4 0 2 109 21,527 5 0 3 118 21,799 5 0 3 119 T5W 19,852 5 0 3 108 21,386 5 0 3 117 21,656 5 0 3 118 BLC 15,780 2 0 3 86 16,999 2 0 3 93 17,214 2 0 3 94 LCCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 RCCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 60 1050 P8 207W T1S 22,490 3 0 3 109 24,228 3 0 3 117 24,535 3 0 3 119 T2S 22,466 3 0 4 109 24,202 3 0 4 117 24,509 3 0 4 118 T2M 22,582 3 0 3 109 24,327 3 0 3 118 24,635 3 0 3 119 T3S 21,870 3 0 4 106 23,560 3 0 4 114 23,858 3 0 4 115 T3M 22,527 3 0 4 109 24,268 3 0 4 117 24,575 3 0 4 119 T4M 22,038 3 0 4 106 23,741 3 0 4 115 24,041 3 0 4 116 TFTM 22,513 3 0 4 109 24,253 3 0 4 117 24,560 3 0 4 119 T5VS 23,415 5 0 1 113 25,224 5 0 1 122 25,543 5 0 1 123 T5S 23,434 4 0 2 113 25,244 4 0 2 122 25,564 4 0 2 123 T5M 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 T5W 23,221 5 0 4 112 25,016 5 0 4 121 25,332 5 0 4 122 BLC 18,458 2 0 3 89 19,885 2 0 3 96 20,136 2 0 3 97 LCCO 13,735 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 RCCO 13,735 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 60 1250 P9 241W T1S 25,575 3 0 3 106 27,551 3 0 3 114 27,900 3 0 3 116 T2S 25,548 3 0 4 106 27,522 3 0 4 114 27,871 3 0 4 116 T2M 25,680 3 0 3 107 27,664 3 0 3 115 28,014 3 0 3 116 T3S 24,870 3 0 4 103 26,791 3 0 4 111 27,130 3 0 4 113 T3M 25,617 3 0 4 106 27,597 3 0 4 115 27,946 3 0 4 116 T4M 25,061 3 0 4 104 26,997 3 0 4 112 27,339 3 0 4 113 TFTM 25,602 3 0 4 106 27,580 3 0 4 114 27,929 3 0 4 116 T5VS 26,626 5 0 1 110 28,684 5 0 1 119 29,047 5 0 1 121 T5S 26,648 4 0 2 111 28,707 5 0 2 119 29,070 5 0 2 121 T5M 26,581 5 0 3 110 28,635 5 0 3 119 28,997 5 0 3 120 T5W 26,406 5 0 4 110 28,447 5 0 4 118 28,807 5 0 4 120 BLC 20,990 2 0 3 87 22,612 2 0 3 94 22,898 2 0 3 95 LCCO 15,619 2 0 4 65 16,825 2 0 4 70 17,038 2 0 4 71 RCCO 15,619 2 0 4 65 16,825 2 0 4 70 17,038 2 0 4 71 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 6 of 8COMMERCIAL OUTDOOR Performance Data Lumen Output One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 7 of 8COMMERCIAL OUTDOOR Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Performance Data Lumen Output Rotated Optics LED Count Drive Current Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 60 530 P10 106W T1S 13,042 3 0 3 123 14,050 3 0 3 133 14,228 3 0 3 134 T2S 12,967 4 0 4 122 13,969 4 0 4 132 14,146 4 0 4 133 T2M 13,201 3 0 3 125 14,221 3 0 3 134 14,401 3 0 3 136 T3S 12,766 4 0 4 120 13,752 4 0 4 130 13,926 4 0 4 131 T3M 13,193 4 0 4 124 14,213 4 0 4 134 14,393 4 0 4 136 T4M 12,944 4 0 4 122 13,945 4 0 4 132 14,121 4 0 4 133 TFTM 13,279 4 0 4 125 14,305 4 0 4 135 14,486 4 0 4 137 T5VS 13,372 3 0 1 126 14,405 4 0 1 136 14,588 4 0 1 138 T5S 13,260 3 0 1 125 14,284 3 0 1 135 14,465 3 0 1 136 T5M 13,256 4 0 2 125 14,281 4 0 2 135 14,462 4 0 2 136 T5W 13,137 4 0 3 124 14,153 4 0 3 134 14,332 4 0 3 135 BLC 10,906 3 0 3 103 11,749 3 0 3 111 11,898 3 0 3 112 LCCO 7,789 1 0 3 73 8,391 1 0 3 79 8,497 1 0 3 80 RCCO 7,779 4 0 4 73 8,380 4 0 4 79 8,486 4 0 4 80 60 700 P11 137W T1S 16,556 3 0 3 121 17,835 3 0 3 130 18,061 4 0 4 132 T2S 16,461 4 0 4 120 17,733 4 0 4 129 17,957 4 0 4 131 T2M 16,758 4 0 4 122 18,053 4 0 4 132 18,281 4 0 4 133 T3S 16,205 4 0 4 118 17,457 4 0 4 127 17,678 4 0 4 129 T3M 16,748 4 0 4 122 18,042 4 0 4 132 18,271 4 0 4 133 T4M 16,432 4 0 4 120 17,702 4 0 4 129 17,926 4 0 4 131 TFTM 16,857 4 0 4 123 18,159 4 0 4 133 18,389 4 0 4 134 T5VS 16,975 4 0 1 124 18,287 4 0 1 133 18,518 4 0 1 135 T5S 16,832 4 0 1 123 18,133 4 0 2 132 18,362 4 0 2 134 T5M 16,828 4 0 2 123 18,128 4 0 2 132 18,358 4 0 2 134 T5W 16,677 4 0 3 122 17,966 5 0 3 131 18,193 5 0 3 133 BLC 13,845 3 0 3 101 14,915 3 0 3 109 15,103 3 0 3 110 LCCO 9,888 1 0 3 72 10,652 2 0 3 78 10,787 2 0 3 79 RCCO 9,875 4 0 4 72 10,638 4 0 4 78 10,773 4 0 4 79 60 1050 P12 207W T1S 22,996 4 0 4 111 24,773 4 0 4 120 25,087 4 0 4 121 T2S 22,864 4 0 4 110 24,631 5 0 5 119 24,943 5 0 5 120 T2M 23,277 4 0 4 112 25,075 4 0 4 121 25,393 4 0 4 123 T3S 22,509 4 0 4 109 24,248 5 0 5 117 24,555 5 0 5 119 T3M 23,263 4 0 4 112 25,061 4 0 4 121 25,378 4 0 4 123 T4M 22,824 5 0 5 110 24,588 5 0 5 119 24,899 5 0 5 120 TFTM 23,414 5 0 5 113 25,223 5 0 5 122 25,543 5 0 5 123 T5VS 23,579 5 0 1 114 25,401 5 0 1 123 25,722 5 0 1 124 T5S 23,380 4 0 2 113 25,187 4 0 2 122 25,506 4 0 2 123 T5M 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 T5W 23,165 5 0 4 112 24,955 5 0 4 121 25,271 5 0 4 122 BLC 19,231 4 0 4 93 20,717 4 0 4 100 20,979 4 0 4 101 LCCO 13,734 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 RCCO 13,716 4 0 4 66 14,776 4 0 4 71 14,963 4 0 4 72 60 1250 P13 231W T1S 25,400 4 0 4 110 27,363 4 0 4 118 27,709 4 0 4 120 T2S 25,254 5 0 5 109 27,205 5 0 5 118 27,550 5 0 5 119 T2M 25,710 4 0 4 111 27,696 4 0 4 120 28,047 4 0 4 121 T3S 24,862 5 0 5 108 26,783 5 0 5 116 27,122 5 0 5 117 T3M 25,695 5 0 5 111 27,680 5 0 5 120 28,031 5 0 5 121 T4M 25,210 5 0 5 109 27,158 5 0 5 118 27,502 5 0 5 119 TFTM 25,861 5 0 5 112 27,860 5 0 5 121 28,212 5 0 5 122 T5VS 26,043 5 0 1 113 28,056 5 0 1 121 28,411 5 0 1 123 T5S 25,824 4 0 2 112 27,819 5 0 2 120 28,172 5 0 2 122 T5M 25,818 5 0 3 112 27,813 5 0 3 120 28,165 5 0 3 122 T5W 25,586 5 0 4 111 27,563 5 0 4 119 27,912 5 0 4 121 BLC 21,241 4 0 4 92 22,882 4 0 4 99 23,172 4 0 4 100 LCCO 15,170 2 0 4 66 16,342 2 0 4 71 16,549 2 0 4 72 RCCO 15,150 5 0 5 66 16,321 5 0 5 71 16,527 5 0 5 72 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 07/19/21 Page 8 of 8COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Size 1 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and streetscapes. CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.01 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in standard 3000 K, 4000 K and 5000 K (70 CRI) configurations. The D-Series Size 1 has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of high-efficacy LEDs mounted to metal- core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The DSX1 LED area luminaire has a number of control options. DSX Size 1, comes standard with 0-10V dimming drivers. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on-board photocells feature field-adjustable programing and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX1 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to- use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 1 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 1 utilizes the AERISTM series pole drilling pattern (template #8). NEMA photocontrol receptacle are also available. LISTINGS UL listed to meet U.S. and Canadian standards. UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40°C minimum ambient. U.S. Patent No. D672,492 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/ QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. BUY AMERICAN Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice.  Cayuga Medical Associates – Out‐Patient Medical Facility   1113 Tompkins Street (NYS Route 13)  09/15/2021  Town of Cortlandville, NY  Engineers Report  1308‐21  Appendix D   TRAFFIC              Mr. Adam Fishel, P.E., CPESC September 8, 2021 Marathon Engineering 840 Hanshaw Road, Suite #6 Ithaca, New York 14850 RE: Proposed Cayuga Medical Associates, 1113 Tompkins Street, Cortlandville, NY Trip Generation and Distribution Assessment Letter Dear Mr. Fishel: This technical letter provides a trip generation and distribution assessment related to the proposed Cayuga Medical Associates project located 1113 Tompkins Street in the Town of Cortlandville, NY for informational purposes and to understand the possible traffic impacts resulting from the proposed project. This letter compares the trip generation estimates for the site’s former use as Wilcox Tire and Service to the current proposal. Additionally, this letter discusses the thresholds for completing a Traffic Impact Study (TIS). All figures and supporting materials are included in the attachments. PROJECT DESCRIPTION The proposed project, which consists of two phases, will construct a ±21,200 square feet (SF) medical office building (MOB) providing outpatient services in phase 1. Phase 2 consists of an ±8,500 SF addition. It is uncertain when the additional will be developed. As noted, the site was formerly Wilcox Tire and Service, which was approximately ±24,000 SF in size. There are currently two full access driveways along Tompkins Street. The proposed project will remove the northerly driveway and reconstruct the southerly driveway with one entering lane and two exiting lanes. The concept site plan is included in the attachments. TRIP GENERATION Data contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to project the volume of the traffic generated by the proposed project. Data published by the ITE is the nationally accepted standard for generating trips for new uses. Given the functional characteristics of the corridors, surrounding land uses, and the land use proposed for the site, the peak hours selected for analysis are the weekday commuting AM and PM peak periods. These peak periods typically range from 7:00-9:00 AM and 4:00-6:00 PM, respectively, depending on local conditions. The combination of site traffic and adjacent street traffic produces the greatest demand during these peak periods. Table 1 shows the total site generated trips for the peak hours of study with a comparison to the site’s former use. 3495 Winton Place Building E, Suite 110 Rochester, NY 14623 (585) 272-4660 www.srfa.net Re: Proposed Cayuga Medical Associates September 8, 2021 Trip Generation and Distribution Assessment Town of Cortlandville, NY Page 2 of 4 TABLE 1: SITE GENERATED TRIPS DESCRIPTION ITE LUC SIZE AM PEAK HOUR PM PEAK HOUR ENTER EXIT ENTER EXIT Former Wilcox Tire and Service 934 ±24,000 SF 34 13 21 33 MOB Phase 1 720 ±21,200 SF 45 13 20 53 MOB Phase 2 720 ±8,500 SF 18 6 8 21 Total Site Generated Trips 63 19 28 74 Difference Between Proposed Project and Former Use +29 +6 +7 +41 Notes: 1. ITE LUC = ITE Land Use Code. The proposed project is projected to generate 63 entering/19 exiting vehicle trips during the AM peak hour and 28 entering/74 exiting vehicle trips during the PM peak hour. When compared to the former use, the proposed project will result in a net increase of 35 total vehicle trips during the AM peak hour and 48 total vehicle trips during the PM peak hour. 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 driveways serving the site. The proposed arrival/departure distribution of traffic generated by the proposed project is considered a function of several parameters, including: • Residential centers in the area using US Census Data. • Site access locations. • Hourly traffic patterns using most recent available Annual Average Daily Traffic (AADT) data obtained from the New York State Department of Transportation (NYSDOT). • Existing traffic controls. Figure 1 shows the anticipated trip distribution pattern percentages for the traffic from the proposed project. Figure 2 illustrates the peak hour site generated traffic based on those percentages. The roads anticipated to be used by the additional trips generated by the proposed project are listed in Table 2. Functional classification of highways within the study area is determined by the NYSDOT and the Federal Highway Administration (FHWA). Definitions of the functional classifications shown in Table 2 are provided after the table. Re: Proposed Cayuga Medical Associates September 8, 2021 Trip Generation and Distribution Assessment Town of Cortlandville, NY Page 3 of 4 TABLE 2: EXISTING HIGHWAY SYSTEM ROADWAY CLASS1 AGENCY2 SPEED LIMIT3 # OF TRAVEL LANES4 TRAVEL PATTERN/ DIRECTION EST. AADT & SOURCE5 Tompkins Street (NY-13) 14 NYSDOT 45 4 Two-way/ Northeast- Southwest 16,014 NYSDOT (2011) Glenwood Avenue 19 Town 30 2 Two-way/ North-South No Data Notes: 1. State Functional Classification of Roadway. 2. Jurisdictional Agency of Roadway. “NYSDOT” = New York State Department of Transportation 3. Posted or Statewide Limit in Miles per Hour (mph). 4. Excludes turning/auxiliary lanes developed at intersections. 5. Estimated AADT in Vehicles per Day (vpd). AADT Source (Year). Based upon the AADT data, the peak hours occurred from 8:00 to 9:00 AM and 4:00 to 5:00 PM. Urban Principal Arterial (Class 14) An urban principal arterial serves major activity centers, can interconnect and augment higher level arterials, serve trips of moderate length, and serve demand for intra-area travel between the central business district and outlying residential areas. Unlike access-controlled arterials, abutting land uses can be served directly. Urban Local (Class 19) Locally classified roads account for the largest percentage of all roadway mileage and includes all facilities not in one of the higher systems. Local roadways do not typically serve as bus routes, are often designed to discourage through traffic, and have the lowest degree of mobility. THRESHOLDS FOR THE REQUIREMENT OF A TRAFFIC IMPACT STUDY Many reviewing agencies, including the NYSDOT, use a guideline in determining whether a project warrants the preparation of a TIS. The applicable guideline is that if a proposed project is projected to add 100 or more site generated vehicles per hour (vph) to an adjacent intersection during either peak study period, then that intersection should be studied for potential traffic impacts. Based upon the ITE trip generation projections and the resulting traffic assignment estimates shown in Figure 2, 61 or fewer site generated peak hour trips are added to a single adjacent intersection during the peak hours studied. When considering the net increase in vehicle trips between the former use and proposed project, 29 or fewer new peak hour trips are added to a single intersection during either peak hour. Re: Proposed Cayuga Medical Associates September 8, 2021 Trip Generation and Distribution Assessment Town of Cortlandville, NY Page 4 of 4 CONCLUSIONS AND RECOMMENDATIONS Given the projected site generated traffic and projected net increase in vehicle trips between the former use and proposed project; the projected site traffic distribution; the thresholds for completing a TIS; and the roadway characteristics previously described, a full TIS report is not warranted. If you have any questions or require additional information, please do not hesitate to contact our office. Sincerely, SRF Associates, D.P.C. David Kruse, AICP, PTP Transportation Planner Attachments ATTACHMENT September 8, 2021 Letter to Mr. Adam Fishel, P.E., CPESC Marathon Engineering Proposed Cayuga Medical Associates 1113 Tompkins Street Trip Generation and Distribution Assessment Town of Cortlandville Cortland County, New York 3495 Winton Place Building E, Suite 110 Rochester, NY 14623 PROPOSED MEDICAL FACILITYTOMPKINS STREET(NYS RT 13)FUTUREADDITIONPROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F WILCOX TOMPKINS ST. PROPERTIES 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS -REQUIRED PROVIDEDVARIANCE REQ'DMINIMUM LOT SIZE 1 ACRE±3.24 ACRES NOMINIMUM LOT WIDTH100'±279'NOMINIMUM FRONT YARD SETBACK35'35'NOMINIMUM REAR YARD SETBACK40'>40'NOMINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER10'NOMAXIMUM LOT COVERAGEMAXIMUM FLOOR AREA30,000±21,000NOACCESSORY USE 15% N/A NOPARKING SPACE SIZE10'x20'10''x20'NONUMBER OF PARKING SPACESSTANDARD SPACES*107ADA ACESSIBLE SPACES*6 _ TOTAL*113NO* TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITYROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.1308-21Site Development PlansREVISIONSJOB NO: 1308-21Cayuga Medical Associates CORTLAND COUNTY1113 TOMPKINS STREET STATE OF NEW YORK for CEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTHCP-11 of 1DRAWING TITLE:Concept PlanSCALE: 1" =150'DRAWN: AFDESIGNED: AFDATE: 07/29/21 REVISIONS PROPOSED MEDICAL FACILITYTOMPKINS STREET(NYS RT 13)FUTUREADDITIONROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 6ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2021 MARATHON ENG.CIT IS A VIOLATION OF NEW YORK STAT E EDUCATION LAW ARTICLE 145, SECTION 7209 FORANY PER SON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS ED PROFESSIONAL ENGIN EER OR LAND SURVEYOR, TO ALT ER IN ANY WAY, AN ITEM BEARING THE SEA L OF APROFESSIONA L ENGIN EER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF APROFESSIONA L ENGIN EER OR LAND SURV EYOR IS ALTERED, THE ALTERING ENGIN EER OR LANDSURV EYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY"FOL LOW ED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT ERATION.1308-21Site Development PlansREVISIONSJOB NO: 1308-21Cayuga Medical Associates CORTLAND COUNTY1113 TOMPKINS STREET STATE OF NEW YORK for CEXELSIORADAM M. FISHEL NOT FORCONSTRUCTIONNORTHCP-21 of 1DRAWING TITLE:Concept Plan(Future)SCALE: 1" =150'DRAWN: AFDESIGNED: AFDATE: 08/16/21 REVISIONSPROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F WILCOX TOMPKINS ST. PROPERTIES 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS -REQUIRED PROVIDEDVARIANCE REQ'DMINIMUM LOT SIZE 1 ACRE±3.24 ACRES NOMINIMUM LOT WIDTH100'±279'NOMINIMUM FRONT YARD SETBACK35'35'NOMINIMUM REAR YARD SETBACK40'>40'NOMINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER10'NOMAXIMUM LOT COVERAGEMAXIMUM FLOOR AREA30,000±21,000NOACCESSORY USE 15% N/A NOPARKING SPACE SIZE10'x20'10''x20'NONUMBER OF PARKING SPACESSTANDARD SPACES*132ADA ACESSIBLE SPACES*6 _ TOTAL*138NO* TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,200 SF MEDICAL FACILITY WITH ±8,500 SF FUTURE ADDITION 8/31/2021 https://itetripgen.org/PrintGraph.htm?code=943&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=544&locationCode=General Urban/Su… https://itetripgen.org/PrintGraph.htm?code=943&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=544&locationCode=General Urban/Suburban&cou…1/1 Automobile Parts and Service Center (943) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:29 Avg. 1000 Sq. Ft. GFA:6 Directional Distribution:73% entering, 27% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.96 0.26 - 19.40 2.20 Data Plot and Equation T = Trip EndsX = 1000 Sq. Ft. GFA Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Gen Manual,10th Ed + Supplement Institute of Transportation Engineers 0 5 10 15 20 25 300 10 20 30 40 8/31/2021 https://itetripgen.org/PrintGraph.htm?code=943&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=544&locationCode=General Urban/S… https://itetripgen.org/PrintGraph.htm?code=943&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=544&locationCode=General Urban/Suburban&cou…1/1 Automobile Parts and Service Center (943) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:31 Avg. 1000 Sq. Ft. GFA:6 Directional Distribution:40% entering, 60% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 2.26 0.32 - 13.54 1.94 Data Plot and Equation T = Trip EndsX = 1000 Sq. Ft. GFA Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Gen Manual,10th Ed + Supplement Institute of Transportation Engineers 0 5 10 15 20 25 300 20 40 60 80 9/8/21, 2:55 PM https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=544&locationCode=General Urb… https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TASIDE&x=&edition=544&locationCode=General Urban/Suburban&cou…1/1 Medical-Dental Office Building (720) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:44 Avg. 1000 Sq. Ft. GFA:32 Directional Distribution:78% entering, 22% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 2.78 0.85 - 14.30 1.28 Data Plot and Equation T = Trip EndsX = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.89 Ln(X) + 1.31 R²= 0.80 Trip Gen Manual,10th Ed + Supplement Institute of Transportation Engineers 0 50 100 150 2000 100 200 300 400 500 9/8/21, 2:55 PM https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=544&locationCode=General Ur… https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TPSIDE&x=&edition=544&locationCode=General Urban/Suburban&cou…1/1 Medical-Dental Office Building (720) Vehicle Trip Ends vs:1000 Sq. Ft. GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:65 Avg. 1000 Sq. Ft. GFA:28 Directional Distribution:28% entering, 72% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 3.46 0.25 - 8.86 1.58 Data Plot and Equation T = Trip EndsX = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: T = 3.39(X) + 2.02 R²= 0.73 Trip Gen Manual,10th Ed + Supplement Institute of Transportation Engineers 0 50 100 150 2000 100 200 300 400 500 600