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Home My WebLink AboutZBA Packet 2024-10-22Page 1 of 2 Town of Ithaca Zoning Board of Appeals Tuesday, October 22, 2024, at 6:00pm 215 N. Tioga St. The meeting for the Zoning Board of Appeals will be held in-person, at Town Hall, with the option for the public to also attend by video conferencing through the Zoom App. The public will have an opportunity to see and hear the meeting live and provide comments through the Zoom App. If a member of the public would like to attend the meeting virtually, for viewing purposes only, it is recommended to watch the livestream video on YouTube. AGENDA  ZBAA-24-26 Appeal of Jason Sidle manager of La Tourelle Hotel and Spa located at 1150 Danby Road, Ithaca, NY 14850; is seeking relief from Town of Ithaca Code section 270-71 Yard regulations E. (2) (Accessory buildings) to install a shed in north side yard. Town of Ithaca Code 270-71 E. (2) requires accessory buildings to occupy rear yard. The applicant is also seeking relief from Town of Ithaca Code 271-3 Special Land Use District No. 1 (Wiggins) B. (4) (b) to install a shed approximately 10' from the building. Town of Ithaca Code 271-3 B. (4) (b) requires 29' space between buildings. The property is located in Special Land Use District No. 1 (Wiggins) Planned Development Zone and a Medium Density Residential Zone tax parcel 36.-1-4.5.  ZBAS-24-1 Appeal of Khuba International, Owner of 272 Enfield Falls Rd., Ithaca NY, 14850; Aleksandr Mergold, Applicant/Agent; is seeking relief from Town of Ithaca Code section 225-3 (New buildings required to have sprinkler systems) for a proposal to construct a professional building without a sprinkler system. The property is located in the Agricultural Zone district, Tax Parcel No. 33.-1-24.1  ZBAA-24-27 Appeal of Cornell University, owner of 313 Tower Road, Ithaca, NY 14850; Kimberly Michaels, Applicant/Agent; is seeking relief from Ithaca Town Code 270-59 Height Limits to construct a building of approximately 56' in height. Town of Ithaca Code 270-59 only permits a maximum height of 38’ measured from the lowest interior grade or 36' from the lowest exterior grade (whichever is lower). The applicant is also seeking relief from Town of Ithaca Code 270-61 Building Area of approximately 20.6 %. Town of Ithaca Code 270- 61 maximum building area shall not exceed 10% of the lot area. The property is located in a Low Density Residential Zone tax parcel 67.-1-13.2. Page 2 of 2  Rehearing Request for ZBAA-24-8 144 Coy Glen Rd  Introduction Presentation for appeal ZBAA-24-18, 111 Wiedmaier Ct Cell Tower INSTRUCTIONS TO ACCESS THE MEETING VIRTUALLY ON ZOOM: If you have a computer, tablet, or smartphone, you can access the Zoom meeting by going to www.zoom.us and clicking on “JOIN Meeting”, and entering 852-5587-1576 into the Meeting ID. You can also call in to the Zoom meeting at +1 (929) 436-2866. To join the meeting directly, go to https://us06web.zoom.us/j/85255871576. If joining through the Zoom App, you will be placed on hold until the meeting starts. INSTRUCTIONS TO ACCESS THE MEETING VIRTUALLY ON YOUTUBE: If you have a computer, tablet, or smartphone, you can access the meeting by going to The Town’s YouTube channel. To join the meeting directly, go to https://www.youtube.com/channel/UCC9vycXkJ6klVIibjhCy7NQ/live Questions about accessing the Zoom video conference should be directed to Lkofoid@townithacany.gov or (607) 273-1783. Town of Ithaca August 28, 2024 ZBAS-24-1 Zoning Board of Appeals Sprinkler Variance Application Status: Active Submitted On: 8/19/2024 Primary Location 272 Enfield Falls Rd Unit Khuba International c/o Christa Nunez Ithaca, NY 14850 Owner Khuba International 272 Enfield Falls Rd Ithaca, NY 14850 Applicant Aleksandr Mergold 646-610-0014 am@mergold.work 511 Kline Rd Ithaca, NY 14850 Internal Only-Review Tax Parcel No. 33.-1-24.1 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? Yes Type of Variance Sprinkler Variance Appearance Date for Variance 9/24/24 Variance Code Language Variance Code Section Internal Tasks to be Completed Meeting Result (First Appearance) – Materials For GML-239 Were Sent 08/28/2024 Public Hearing Notice Was Sent 09/16/2024 Neighbor Notification Letters Were Sent 09/16/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members 09/16/2024 Applicant's Information Applicant is* Architect Is the primary point of contact for application different than the applicant?* No If the applicant is NOT the owner, a letter/email from owner designating the applicant as agent or a copy of the contract with owner's signature will need to be provided. Description Brief Description of Variance Request* This is to request an exemption to §225-3 “New Buildings Required to Have Sprinkler System” of the Town Building Code. Specifically, the installation of a sprinkler system will cause hardship to the non-for-profit Learning Farm, as it will require an installation of a sizeable holding tank to support the 30GPM flow for 30 minutes. As it is known, the Learning Farm property is located at a disadvantage when it comes to the availability of the municipal water and sewer; and the letter to that effect was sent to the Town seeking exception to allow the property to continue with local well water and septic fields. Sprinkler Variance Criteria Form Examples of Information for Question (1.): - Estimated cost of a sprinkler system for this structure - Cost of the structure or assessed value - Size and shape of structure (architectural drawings) - Presence or absence of water or heating systems in structure 1. Will the strict application of the Sprinkler Chapter of the Town Code create a practical difficulty or unnecessary hardship?* Yes Proof: Learning Farm, while located in the Town of Ithaca, is prohibitively far from closest municipal water, and trenching and required excavation are prohibitive in cost and environmental impact. The requisite holding tank is also prohibitive because of its size and resultant environmental and financial impact. Examples of Information for Question (2.): - Building use and layout (floor plan) - Site Plan (location of building on property and relation to other structures) - Building construction materials and methods - Occupancy and number of occupants - Forms of alternative mitigation 2. Will the omission of an approved sprinkler system from all or part of the building significantly jeopardize human life?* No Proof: Proposed building design is a single level structure, primarily of masonry and steel, in which multiple direct level exists to grade are available and exceed egress requirement of the Building Code (see Egress Diagram on A010). We are also providing smoke and CO2 detectors throughout, wired into the Fire Alarm system as well as fire extinguishers (see A200 and A010 respectively). Finally, the kitchen hood is equipped with its own fire suppression system. Affidavit The UNDERSIGNED respectfully submit this application requesting an appearance before the Zoning Board of Appeals. By filing this application, I grant permission for members of The Town of Ithaca Zoning Board of Appeals or Town staff to enter my property for any inspection(s) necessary that are in connection with my application. I acknowledge, that completed applications are scheduled on a first-come first-serve basis and that all documents ideally be submitted forty-five (45) days advance of the proposed meeting date, together with the required application fee. Failure to do so may result in a delay in my hearing. Digital Signature* Aleksandr Mergold Aug 19, 2024 PAYMENT INFORMATION After submission, Code Department Administration will review the application and materials provided. After review, and email with instructions for paying the fee online with credit card or E-check will be sent to the applicant. If it is preferred to pay by check, cash or money order: *Mail to Code Enforcement, Town Hall 215 N. Tioga St, Ithaca, NY 14850 *Drop off during business hours to Town Hall M-F 8-4 *Place in locked box next to the door on the Buffalo St side of Town Hall Historical Only Address affiliated with request Attachments IMG_6150.jpeg Uploaded by Aleksandr Mergold on Aug 20, 2024 at 8:41 AM LFM_L re Sprinkler Exception_120123.pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:40 PM 20240508_LFM_construction documents.pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:42 PM Learning Farm SEQR Parts 1-3 plus EAF Map.pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:48 PM LFM_B105-2017 - Final - 001(1).pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:56 PM History Date Activity 8/28/2024, 4:51:42 PM Lori Kofoid changed Material Packets Sent to ZBA Members from "" to "09/16/2024" on Record ZBAS-24-1 8/28/2024, 4:51:42 PM Lori Kofoid changed Neighbor Notification Letters Were Sent from "" to "09/16/2024" on Record ZBAS-24-1 8/28/2024, 4:51:42 PM Lori Kofoid changed Public Hearing Notice Was Sent from "" to "09/16/2024" on Record ZBAS-24-1 Determination/Denial Letter Narrative Sur vey and/or Plans Environmental Assessment Form Letter or Email of Authorization STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA CHANGING BATHROOM 2BATHROOM 1 BATHROOM 3 SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL MECH WELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA CHANGING SCALE: 3/16" = 1'-0" GROUND FLOOR FINISH PLAN1 FL1 PATIO FL1 PATIOFL1 PATIO FL1 PATIO FL1 PATIO FL2 FL1 FL2 FL1 FL2 FL1 FL1 FL2 FL1FL2 PATIOFL1 TILE1 CNTR F1 F1 F1 F1 F1 CONC TILE1 BY COOLER MFR TILE1 F1 TILE2 TILE2 TILE2 TILE2 FL1FL2 F1 F1 F1 F1 F1 SCALE: FINISH SCHEDULE2 FINISH NOTES 1. PAINT FINISHES TO BE USED THROUGHOUT U.O.N.: -WALLS: SATIN - CEILING: MATTE - CASEWORK, TRIM, DOORS: HIGH GLOSS 2. PROVIDE IMPACT-RESISTANT GYPSUM BOARD AT HIGH-TRAFFIC AND MECHANICAL SPACES TILE 1 F1 F1 F B CW WALL FINISH FINISH TAG CLG FINISH FLOOR FINISH BASE FINISH FL1 B1 F5F1 FL1 B1 F4F1 FL1 B1 F5F1 F:FL1 B:B1 C:F5W:F1 FL2 B2 F5TILE1 FL2 B2 F4TILE2 FL1 B1 F5F1 FL2 B2 F4TILE2 FL1 B1 F4F1 FL2 B2 F4TILE2 FL1 B1 F4F1 FL2 FL1 FL2 FL1 FL1 B1 F4F1 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FINISH PLAN AND SCHEDULE AS NOTED F100ND LETTER 1 of 2 Town of Ithaca Department of Code Enforcement 215 N. Tioga St Ithaca NY 14850 Re: THE LEARNING KITCHEN for Khuba International at 272 Enfield Falls Rd, Ithaca, NY 14850 December 1, 2023 REVISED October 10, 2024 To Whom It May Concern, The property at 272 Enfield Falls Rd is located at a significant disadvantage when it comes to the availability of the municipal water and sewer (see attachment A, map), and therefore this is to request an exemption to §225-3 “New Buildings Required to Have Sprinkler System” of the Town Building Code for the Learning Kitchen project. Specifically, the installation of a sprinkler system will cause significant financial and environmental hardship for the non-for-profit Khuba International, the Owner at 272 Enfield Falls Rd. It will require either trenching and installing water pipe approximately 3000 feet to the nearest municipal water main across very steep terrain (and several neighbors’ property) at an approximate cost of 1.5 Million USD (see attachment B, estimate from Micron Construction) or an installation of a sizeable (32ft diameter, 30ft tall)1 exterior holding tank to support the required water flow, at cost of 216,216USD for the tank (see attachment C, quote from One Clarion) and another 416,000 USD for installation and foundations for such tank, a 632,216. Both options either exceed or are nearly equal to the budget (see attachment C1, preliminary budget) of the building itself and require massive disruption of soil throughout the site. The building design is such that it is a single level structure, partially earth sheltered, primarily of concrete and steel (concrete floor and rating walls and steel structure supporting green roof – see attachment D, finish plan), in which multiple direct level exits to grade are available from every room/area and exceed the egress requirement of the 2020 New York Fire and Building Codes (see attachment E, Egress Diagram). Also worth noting that per NYFP 20202 sprinklers would not be required in this building (see attachment F, code analysis). We are also providing smoke and CO2 detectors throughout, wired into the Fire Alarm system as well as fire extinguishers (see attachment G, CO2/smoke detectors and fire extinguishers). Finally, the kitchen hood is equipped with its own fire suppression system (see attachment H, specification sheets). Part of the building proposal is a wood-fired pizza oven to be located on the east façade of the building. Given that these structures require work of specialty masons, and that this oven is not part of the current budget, the building will be constructed in such a manner where the oven 1 to contain 180,000 gallons of water sustaining required flow per Table B105.1(2) of 2020 Fire Code of NYS, Appendix B – 1500 gallons/minute for 2 hours PROJECT NARRATIVE 2 of 2 www.mergold.work can be an optional addition, separately from the building construction, at a later date. In preparation all surrounding walls and floors are to be of non-combustible materials. As such we are confident that the building – the combination of its design and equipment provided as described – will be as safe as an equivalent structure equipped with a sprinkler throughout. Thank you for your consideration. Aleksandr Mergold, AIA Registered Architect, NYS #030243 APP R O X . 3 2 0 0 ' WATER MAP, TOWN OF ITHACA WEBSITE https://townithacany.gov/town-county-maps/ DETAIL OF THE WATER MAP OF THE TOWN OF ITHACA SHOWING 272 ENFIELD FALLS RD / THE LEARNING KITCHEN WITH OPTIONS SHOWING HOW TO PROVIDE REQUIRED WATER SUPPLY FOR A FULLY SPRINKLERED PROPOSED BUILDING AREA OF DETAIL RT 327 / ENFIELD FALLS RD AREA WITH MUNICIPAL WATER SUPPLY AREA WITH MUNICIPAL WATER SUPPLY APPROX. PROPERTY LINE OF 272 ENFIELD FALLS RD KHUBA INTERNATIONAL / THE LEARNING FARM OPTION 2 ISNATLL 32’ DIAMETER, 30FT TALL WATER TANK / 804.2 SF WOULD BE NEEDED TO PROVIDE REQUIRED WATERFLOW FOR FULLY- SPRINKLERED BUILDING EXISTING GORGE N OPTION 1 TRENCH APPROX. DISTANCE TO THE NEAREST CONNECTION IN THE AREA WITH MUNICIPAL WATER SUPPLY (TRENCH MIN. 48” DEEP WOULD BE REQUIRED) NOTE: PER BOLTON POINT, NEAREST WATER MAIN CONNECTION IS APPROX. 3200’ AWAY EXISTING STRUCTURES ON SITE PROPOSED LEARNING KITCHEN / 3080 SF A ESTIMATE Micron construction 14 connecticut hill rd Newfield, NY 14867 micron338@gmail.com +1 (607) 379-1680 Bill to the learning farm 272 enfield falls rd ithaca, ny 14850 Ship to the learning farm 272 enfield falls rd ithaca, ny 14850 Estimate details Estimate no.: 1024 Estimate date: 10/02/2024 #Date Product or service Description Qty Rate Amount 1.Sales Install 190,600 gallon water tank to manufactures specs. install water tank base (soil samples required for base design). water hookup to building and 3phase power installation for tank heater not included. 1 $416,000.00 $416,000.00 2.Sales Install approximately 3200 feet of 8in ductal iron water main and hydrants per future design along state route 327. $1,500,000.00 Total $1,916,000.00 Accepted date Accepted by B ALEX MERGOLD - ROM Quote - Project: Ithaca, NY - 30.77’ Diameter X 34.27’ Height, Nominal 190,600 U.S. Gallons mergold.work ALEX MERGOLD am@mergold.work 607-821-0811 Reference: 20240927-085753612 Quote created: September 27, 2024 Quote expires: October 27, 2024 Portable Tank Group, Inc DBA One Clarion 1515 U.S. Hwy. 1 Sebastian, FL 32958 USA Mark Wilkie Sales markw@oneclarion.com +18634172449 Total $216,216.00 C Products & Services ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE Tanks - Steel Bolted Panel - 30.77’ Diameter X 34.27’ Height Tanks - Steel Bolted Panel 190,600 U.S. Gallons Project: Ithaca, NY Quantity (1) Thermosetting Fusion Bonded Epoxy Coated Bolted Tank This is in response to your in‐ quiry; we are pleased to offer the following price quote for your consideration. SCOPE OF WORK • Furnish all materials for the following thermosetting fusion bonded powder coated epoxy bolted tank approximately 30.77’ Diameter X 34.27’ Height, giving a nominal ca‐ pacity of approximately 190,600 U.S. Gallons and giving a usable capacity of approxi‐ mately 182,200 U.S. Gallons, with 12” Freeboard • Furnish all materials for an epoxy coated steel floor. • Furnish all materials for an Epoxy Coated steel deck with 2:12 slope without center col‐ umns • Furnish all materials for erec‐ tion (Non-Union/ Non- Prevailing Wages) • The exterior tank color can be chosen from five standard col‐ ors with an interior color of standard white. Other cus‐ tomer requested exterior color can be matched if customer can provide paint spec. and / or color chip 1 $185,800.00 $185,800.00 ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE • AST Storage will use a combi‐ nation of Manus Bond 75-AM sealant and EPDM gasket for panel connections, depending on product stored and environ‐ mental conditions • Foundation not by One Clarion. Customer provided. TANK DESIGN • Storage of: Fire Protection Water • Risk Category: IV • Importance Factor: 1.5 / Soil Profile D • Designed to AWWA D103-19 NFPA-22 • Wind Conditions: 120 MPH (Per ASCE7-10) • Roof Snow Load: 35 psf • Basic Seismic Parameters: Ss: 0.126 - S1: 0.056 • Specific Gravity 1.0 • Customer to verify that codes & loads quoted are suitable for location COATING We have quoted our standard interior coating system Standard DuraCoat powder coating. There are five exterior topcoat colors available. All in‐ terior / exterior powder coat‐ ings are thermally bonded at factory, using SSPC-PA-2 Specification with Blasted Profile of SSPC-SP10. Thicknesses of coatings are as follows: interior surfaces: 5 mils avg; exterior primer: 3-5 mils avg; exterior topcoat 2-3 mils avg. We have quoted our stan‐ dard 1-year warranty. FITTINGS AND ACCESSORIES ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE • (1) Epoxy coated Safety Yellow Standard exterior ladder with OSHA approved fall arrest pro‐ tection, composed of carbon steel • (1) Epoxy coated Safety Yellow standard climb prevention door, composed of carbon steel • (1) Epoxy coated Standard in‐ terior ladder with OSHA ap‐ proved fall arrest protection, composed of carbon steel. • (1) Epoxy coated weir cone, composed of carbon steel • (1) Epoxy coated 6” overflow, composed of carbon steel • (1) Epoxy coated 4” drain flange, composed of carbon steel • (1) Epoxy coated 6” Suction flange with anti-vortex, com‐ posed of carbon steel • (1) 4” Inlet piping up sidewall with top elbow, composed of PVC • (2) Epoxy coated 24” manway in first ring, composed of car‐ bon steel • (1) Epoxy coated 24” sq. deck manway, composed of carbon steel • (1) Standard 20” Mushroom vent • (1) Standard liquid level indi‐ cator • (2) Standard high/low level switches • (1) Standard temperature switch • (2) Standard grounding lugs (wiring and cable not included) • Full Perimeter Epoxy coated Safety Yellow guardrail, com‐ posed of carbon steel • Touch-up epoxy ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE • Anchor bolts as required (Material and Engineering only) • Asphalt fiber board as re‐ quired Specific exceptions to project specifications are listed below. 1. Pricing does not include ad‐ ditional work required by un‐ foreseen conditions or obstructions i.e. private or pub‐ lic pipes, appliances, wires etc. 2. Customer shall provide wa‐ ter to completely fill the tank for hydro test 3. Owner shall furnish water quality test. Disinfections if re‐ quired shall be the responsibility of others. 4. Any items or specifications not specifically mentioned are not part of this project. 5. Erection bid as open work hours 7 days per week 6. Customer to provide labor and equipment to unload truck 7. If there are any conflicts be‐ tween our quotation and your requirements or the plans and specifications, our quotation shall govern. 8. Unless stated, One Clarion has quoted our standard de‐ sign, coating and accessories (Ladder, Handrail, Flanges, Manways…..). 9. Erector must do an inven‐ tory of each tank within 5 days of delivery and send signed ship list to project man‐ ager; any shortages or missing parts will be the responsibility of the contractor afterwards and may be billed ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE to erector. OPTIONS: 2” Polyisocyanurate Insulation Material……………………$39,991.00 2” Polyisocyanurate Insulation Freight (NO INSTALL)...…… $5913.00 ** Immersion Heater (480V/ 3 Phase)……………..……………$9,750.00 (no control panel, no electrical - provided by others) Standard Shallow Style Foundation Design (GeoTech Report by Others) – ADD $4,800.00 (Deep Style Foundation Design cost is contingent on require‐ ments in Geotech Report) ** Not currently installing insu‐ lation in NY State at this time. Performed by customer. *** Taxes not included *** SCHEDULE Submittals: 2 weeks after re‐ ceipt of PO Fabrication: 20 weeks AFTER receipt of final approval drawings ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE _Freight Estimated freight - PLEASE CONFIRM SHIP TO ADDRESS. Estimated Shipping Weight 49,000# (excludes optional in‐ sulation under options) A $850.00 loading fee (per truckload) will be applied if shipping arrangements are made by others. One Clarion takes pride in se‐ lecting reputable freight carri‐ ers, however, items may get damaged during the delivery process; *** NOTE: YOU (CUSTOMER) are RESPONSIBLE FOR INSPECTING THE GOODS DELIVERED FOR DAMAGES UPON ARRIVAL. IF THERE ARE DAMAGES the Bill of Lading/Shipping documents must be notated with the type and location of the damages. RETAIN a copy of the docu‐ ments with notes. The freight insurance will NOT cover the damages and will be for the account of the buyer/receiver/customer. We suggest taking pictures to doc‐ ument the damages. Scuffs and scratches are nor‐ mal. Supply conditions and policies can be found here https://clarionmunicipal.com/p olicies.html "Inspection and Acceptance" All freight quotes are provided as a courtesy to customers to 1 $14,400.00 $14,400.00 ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE facilitate their orders. When provided, freight rates are based on good faith estimates and may be subject to change if the shipment is different from that originally advised. Any additional out of pocket expenses will be billed at cost. May not include the following as applicable; Job Site delivery, Residential Delivery, Pre- Delivery Phone Calls, Liftgates, COD, Duties & Taxes, Custom Clearance Fees, L/C costs, Legalization of Documents, Insurance, etc. You will need a loading ramp/dock/forklift/means to offload the materials/equipment once it arrives. The equipment/materials arrive on commercial carriers to ensure that we provide the very best delivery rates. Please plan ahead to avoid delays and po‐ tential charges. Should you need assistance or alternative delivery method discuss at time of placing your order. PLEASE NOTE: We will do our best to meet delivery dead‐ lines, but delivery dates can not be guaranteed. SUBTOTALS One-time subtotal $200,200.00 EStimated Sales Tax 8% Ithaca NY $16,016.00 8% tax Total $216,216.00 Steel Bolted Storage Tanks provide a cost-effective and tailored solution for fire water storage needs. Ideal for municipalities, industrial, and commercial projects, our tanks are fully customizable to suit specific fire safety requirements and locations. Crafted from durable steel, these tanks are specifically designed for storing water dedicated to fire suppression. Certified under AWWA D103-09 and NFPA22 compliance, they ensure compliance with fire safety regulations, offering the strength and durability necessary for reliable, long-term fire water storage. Constructed from lightweight, powder-coated, bolted steel panels, our tanks are efficiently assembled onsite, guaranteeing seamless integration into your fire protection infrastructure. https://oneclarion.com/steel-bolted-water-tanks-nfpa PAYMENT TERMS NOTE: Our prices are firm for 15 days from date of this proposal Our invoices are due as follows: • 50% down payment due upon receipt of order – due upon receipt • 50% with shipment All invoices are payable in full and due upon payment terms. All unpaid invoices will be assessed a finance charge of 1.5% per month on all past due invoices. NOTES 1. Un-Stamped submittals and engineered calculations will be provided. Three (3) sets of drawings are provided for each size tank, additional sets may be purchased for an additional charge. Three (3) sets of stamped final drawings will be provided after approval. (3) Sets of operational manuals provided. 2. No spare parts required. 3. Received addendums: 0 4. We have not included any state or local taxes and / or use tax. If any taxes are required, the cost will be added to the final invoice. 5. Any items or services not specifically mentioned in this quotation are to be provided by others. 6. One Clarion, Seller will supply foundation loads if needed. 7. Top of foundation to be no more than 18” above grade. 8. Buyer is responsible to assure foundation is level and within tolerance. 9. Minimum of 5’ clearance required around entire tank for erection. 10. Customer to provide dumpster at erection site for disposal of crating materials. 11. Steel Price Increases. If the price of steel increases more than ten percent (10%) between Seller’s acceptance of Buyer’s order and commencement of fabrication of Buyer’s tank, the Buyer agrees to pay a surcharge equal to the increased price of steel used in Buyer’s tank. Field Installation Clarifications 1. General Clarifications: a. Installation to be performed by a certified One Clarion, Seller subcontractor. b. A continuous installation operation is required for timely completion of a finished and usable tank. Seller, Installer, Manufacturer request the customer be proactive in eliminating the need for lost time. c. Non-Union installation bids are based on open work hours, from sunup to sun down, seven days per week. d. Prevailing wage installation is based on five days per week, 8 hours per day. Monday -Friday 7:00 am to 5:30 pm. e. Labor prices are based on favorable weather conditions for continuous erection services (summer months). Increased cost applies during spring, fall and winter months (October – April) f. Grout is NOT included in scope of work, unless specifically called out in proposal. g. Installation of Anchor bolts is NOT included, unless specifically called out in proposal. h. Buyer is responsible to provide Buyers Risk insurance to cover loss by fire, weather, removal, an all - extended coverage perils, theft, vandalism, malicious mischief, negligence and any other insurance which buyer deems necessary. Erector to provide protection to cover any tools or rental equipment on jobsite. Buyer is responsible to prevent theft from jobsite. 2. Safety Clarifications. a. Manufacturer Subcontractors will operate within the rules and regulations of the Occupational Safety and Health Administration (OSHA). If more stringent Federal, State and local safety standards apply. b. If more stringent Federal, State or local safety standards are required, it is buyer’s responsibility to inform One Clarion, Seller, if new safety standards increase the cost of the labor, buyer responsible for any additional charges. c. Onsite safety orientation, not to exceed one hour is included. If additional safety orientation or safety classes is required, buyer responsible for any additional charges. 3. Final Acceptance Clarifications a. Dry Bulk Silos: i. If water spray test is required, buyer responsible for sufficient water supply, hoses, pump and water disposal. 1 – 1 ½” Fire hose with fog nozzle, 30-50 psi water pressure, and 40-60 GPM water volume is required for exterior spray test. b. Liquid Storage Tanks: i. Customer responsible for Hydro-Test. Disinfection is not included. If a leak is disclosed during initial fill, alert One Clarion, Seller and a field service technician will be dispatched immediately. IF YOU REQUIRE WATER ASK US PRIOR TO THE TANK INSTALLATION AS WE HAVE CONTRACTORS THAT SERVICE MOST OF THE USA THAT CAN PROVIDE THIS SERVICE. 4. Jobsite Clarifications: a. Pictures of completed foundation showing 0 – 90 – 180 -270, marked on the foundation to be sent to One Clarion / Installer project manager, no later than 1 week prior to crew mobilizing, additional charges and/ or remobilization charges may apply should inaccuracies or deficiencies in foundation work, performed by others, cause lost time. b. Job site access, service roads, and adjacent area must be suitable to support continuous erection, under all typical or expected weather. Jobsite shall be kept clear of obstruction and provide sufficient clear space, be paved with compacted gravel and be able to support all lifting equipment (cranes, man lifts, etc.) and ensure no standing water is retained is work area. c. If a temporary foundation pad is required to facilitate tank erection, the pad shall have the following: be capable of supporting the maximum weight of the finished tank, be within 1% of true level, and be at least 2 feet larger that the completed diameter. The customer is responsible for engineering calculations and certifications unless otherwise agreed. d. Level compacted and maneuverable terrain to and around work area. Free and clear access 360 degrees around tank required, with at least 6’ minimum clearance. If 360 degree access is not available, and undisclosed during bidding process, additional charges may be applied. e. Top of foundation bust be within 18” of grade unless otherwise noted in our proposal. f. Buyer is responsible to assure foundation is level and within tolerance. 5. Material Handling Clarifications a. Customer is responsible for material offloading at jobsite. Manufacturer recommends the use of an all – terrain reach forklift, as all pallets and crates weight 10,000# or less. Material to be staged within 150’ of foundation. Typical lay-down area is 100’ X 100’. 6. Facility and Service Clarifications a. Customer responsible for providing dumpster and hauling off the contents at the completion of erection. Terms and Conditions of Sale 7. Price Quotation, Offer, and Acceptance. One Clarion, Seller(Seller) has provided a non-binding price quotation to Buyer. Buyer may choose to order goods from Seller. Seller shall be deemed to have accepted Buyer’s order upon the earliest of (a) written confirmation, or (b) commencement of performance by Seller. If Seller accepts an offer from Buyer, these terms and conditions shall apply and become a part of the contract between Seller and Buyer, and the contract shall be deemed accepted and made in Jay, Oklahoma. Seller hereby expressly rejects any different or additional terms which accompany Buyer’s offer, including pre -printed terms on Buyer’s purchase order, or any other Buyer provided documentation. 8. Steel Price Increases. If the price of steel increases more than ten percent (10%) between Seller ’s acceptance of Buyer’s order and commencement of fabrication of Buyer’s tank, the Buyer agrees to pay a surcharge equal to the increased price of steel used in Buyer’s tank. For these purposes, the Steel Price Index for Plate Steel as published at www.crugroup.com shall be used to determine the surcharge amount. 9. Delivery. Unless otherwise stated on the face hereof, the price and delivery of all goods, are FOB Seller manufacturers factory, Jay, Oklahoma. Buyer shall be solely responsible for all freight charges. Title to the goods and risk of loss shall pass to Buyer when the goods are duly delivered to common carrier at Seller’s factory. Processing freight claims or loss claims is the Buyer’s sole responsibility. 10. Manufacturers Limited Warranty. Manufacturer warrants the goods against defects in workmanship and materials under normal and proper use and operating conditions for a period of twelve (12) months from the Completion Date. One Clarion/ Portable Tank Group are not the manufacturers of the supplied equipment. THIS WARRANTY IS EXCLUSIVE, AND THERE ARE NO UNDERSTANDINGS, AGREEMENTS, REPRESENTATION OR WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE RESPECTING THE GOODS OTHER THAN OR DIFFERENT FROM THE MANUFACTURER’S LIMITED WARRANTY. Manufacturer’s / Sellers Limited Warranty is subject to the following limitations and conditions. (a) Manufacturer’s / Seller’s Limited Warranty shall become void and terminate if, during the twelve -month period, Buyer (i) transfers its ownership or use of goods to another person, or (ii) puts goods to uses or operates them under conditions, including without limitation the storage of materials of different composition, maximum bulk densities or flow characteristics, different from those represented to Manufacturer prior to date of shipment. (b) Manufacturer’s / Seller Limited Warranty shall become void and terminate if Buyer makes repairs or alterations to goods without obtaining Manufacturer’s prior written approval. Seller / Manufacturer shall not be responsible for defects in erection work performed by persons or contractors other than Manufacturer’s c) Manufacturer’s / Seller’s Limited Warranty does not include (i) corrosion or erosion of goods caused by or resulting from acids, chemicals or other caustic substances and (ii) the suitability of any material or part selected by Buyer for use with goods. (d) On all materials or parts purchased by Manufacturer from vendors, Manufacturer’s Limited Warranty shall not extend in duration or effect beyond terms and conditions of warranty given to Manufacturer’s / Seller by such vendors, and then only to the extent that Manufacturer’s / Seller is able to enforce such warranties in appropriate legal proceedings. (e) Manufacturer’s / Seller’s Limited Warranty shall not apply to any previously used or secondhand parts and materials. (f) Structural design and operating performance is subject to the correctness of design and operating conditions provided by Buyer, the correctness of interfacing work, material or services to be provided by Buyer, such as foundations, and the correct maintenance and use of goods supplied by Manufacturer’s / Seller so that inordinate or abnormal pressures or weight are not applied to the structure. Buyer shall also have sole responsibility for determining whether its plans or specifications meet applicable local requirements. (g) Manufacturer’s / Seller’s Limited Warranty does not cover routine maintenance. Manufacturer’s / Seller’s Limited Warranty shall become void and terminate if any good is misused, neglected, damaged after delivery thereof to buyer or if it is not properly maintained. (h) No person, firm or corporation is authorized to make any representation or to incur any obligation in the name or on behalf of Seller except as stated herein. 11. Limitation of Remedies. This warranty is in lieu of any other obligation, liability, right or claim, whether in contract or in tort, including claims for loss of use of any structure or product within any structure, and further including any claims or rights arising from negligence on the part of Seller. Seller’s liability shall in no case exceed the price paid for the good which gives rise to the claim. In the event of any failure of goods to perform as warranted, Seller will, at Seller’s sole option, replace or repair goods, or any component thereof, at no charge to Buyer. Manufacturer’s / Seller shall also bear the reasonable cost for labor in connection with the repair or replacement. Any Good repaired or replaced will be entitled to warranty for the remainder of the original warranty period. The liability of Manufacturer’s / Seller is expressly limited to these remedial measures, and it is understood and agreed that the purchase price stated herein for goods is based upon Manufacturer’s / Seller’s Limited Warranty and the Limitation of Remedies set out herein. In no event shall Manufacturer’s /Seller be responsible for any INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES. Buyer shall provide written notice to Seller of any claim within fourteen (14) days of Buyer ’s knowledge of such claim. Buyer shall cooperate with Manufacturer / Seller and allow Manufacturer / Seller access to Buyer’s property to inspect the claimed defect and repair any goods or component thereof sold by Seller to Buyer. Manufacturer / Seller shall be granted permission to perform such work with its own service personnel under nonunion conditions, and in no event shall Buyer be entitled to effectuate any repair or replacement and seek to backcharge Manufacturer / Seller. 12. Method of Shipment and Freight Charges. Buyer shall be solely responsible for all shipment and freight charges incurred for delivering the goods from Seller’s factory in Jay, Oklahoma, to Buyer’s project site. 13. Force Majeure. Seller shall not be liable for damages resulting from any delay or failure to deliver the goods, or otherwise perform under this Offer, due to circumstances beyond its control and not occasioned by its fault or negligence, including but not being limited to, any act of government, shortage or inability to obtain materials, failure of vendors, strikes, labor disputes, civil commotion, acts of God, or other occurrences rendering Manufacturer’s / Seller’s performance commercially impracticable, regardless of whether such occurrences are foreseeable. In the event of a production shortage, Seller shall have the right to allocate its available goods among its customers in such a manner as Seller shall desire. 14. Invoice, Hold, and Storage Fees. Seller shall notify Buyer when the goods are ready for shipment. If Buyer is unable to take immediate delivery of the completed goods, Buyer shall immediately pay the final invoice for the completed goods. Upon final payment, Buyer may store the complete d goods at Seller’s manufacturing facility for up to sixty (30) days without incurring storage fees. Buyer shall be responsible for storage fees of completed goods at the rate of $750/week. Such fees apply to any storage of completed goods (a) before final payment is received, and (b) more than 60 days after final payment is received. 15. Terms of Payment. Subject to satisfactory credit approval, as set forth in paragraph 11, the following payment terms apply: 16. DOMESTIC SALES 50% with order 50% with shipment of goods. All invoices are payable in full and due upon payment terms. All unpaid invoices will be assessed a finance charge of 1.5% per month on all past due invoices. Any payment not made when due shall accrue a finance charge of 1.5% per month. To the extent Seller retains an attorney to collect any sums due and owing, Buyer shall be responsible for the attorney fees, costs, and arbitration fees associated with collection of past due amounts. Note: Freight invoices are due upon receipt of invoice. A late charge of 1.5% per month will be charged on invoices not paid at maturity. Note: Any back charge will NOT be accepted unless agreed upon by both the manufacturer and contractor Any payment not made when due shall accrue a finance charge of 1.5% per month. To the extent Seller retains an attorney to collect any sums due and owing, Buyer shall be responsible for the attorney fees, costs, and arbitration fees associated with collection of past due amounts. Note: Freight invoices are due upon receipt of invoice. A late charge of 1.5% per month will be charged on invoices not paid at maturity. INTERNATIONAL SALES Payment - 50% with order 50% with shipment of goods. 17. Credit Approval. Seller ’s acceptance of Buyer’s offer to purchase is subject to (a) execution by Buyer of such additional contract documents, security agreements, notes or other instruments as Seller shall deem necessary or desirable and (b) Seller’s review and acceptance of the financial condition of Buyer. If the financial condition of Buyer at any time does not in the sole judgment of Seller, justify continuance of shipment under the terms hereof, Seller reserves the right to ship under reservation, or to require full payment before shipment, delivery or erection. 18. Security Interest. To secure payment for goods, Buyer grants to Seller a security interest in the goods and agrees that Seller shall have the rights and remedies of a secured party under the Uniform Commercial Code. Buyer designates Seller as its attorney-in-fact to execute any financing statements on behalf of Buyer necessary to perfect such security interest. 19. Taxes. Buyer is solely responsible for all sales, excise or similar taxes levied by government authority, either foreign or domestic, and the quoted price does not include any taxes. 20. Additional Work and Inspection. No extra labor, materials or parts will be furnished under this Offer, unless it has been ordered by Buyer on Seller’s sales order form, and the prices and terms of sales are approved by Seller. Seller may at its option subcontract labor, material and parts without Buyer’s consent. Unless otherwise agreed to, Seller shall not be responsible for unpacking, storage, field assembly of goods, or construction of foundations. Furthermore, Seller shall not be responsible for the choice of use or linings, sealants, and gasket materials not sold hereunder; or the installation, attachment, or connection of piping, conveying and ventilating equipment, or other attachment of accessories or components not sold hereunder. 21. Cancellation, etc. Buyer’s cancellation of any order is required to be in writing, and Buyer is subject to pay a cancellation fee equal to 25% of the total purchase price plus all non-recoverable costs and expenses. 22. Choice of Law; Jurisdiction and Venue. The rights and obligations of the parties shall be governed by the domestic laws of the State of Oklahoma without regard to its conflict of law rules or the United Nations Convention for the International Sale of Goods. Any claims, legal proceedings, or litigation between the parties shall be brought exclusively in the District Court in and for Delaware County, Oklahoma, and Buyer expressly consents to the jurisdiction and venue of such courts and agrees that any such claim, legal proceedings, or litigation shall not be removed to federal court. 23. Entire Agreement. These terms and conditions, coupled with Buyer’s offer to purchase and Seller ’s acceptance of the offer contains the entire agreement between Seller and Buyer, and no modification of this agreement shall be binding upon Seller unless evidenced by a written agreement. No oral or written statements by Seller’s sales representatives, or other agents, shall modify or vary the express terms hereof unless evidenced by an agreement in writing signed by the Seller. To the extent any advertising or promotional material of Seller, purchase order terms and conditions offered by Buyer, or any other written document varies the terms hereof, Seller and Buyer agree that the terms hereof shall control. The Buyer and Seller further agree that such advertising and/or promotional materials, purchase order terms and conditions offered by Buyer, or any other written document are not part of the agreement between Seller and Buyer. 24. Confidentiality of Proposal. All terms and conditions of this quotation shall be held in strict confidentiality by the Buyer and shall not be divulged by the Buyer to any other person or entity without the express prior written approval of Seller. Payment for all orders must be made prior to shipping unless particularly agreed to in writing. Payment may be made to One Clarion via credit card, ACH, Terms for approved accounts, check or E-check (drawn on a domestic bank only), wire transfers, or by irrevocable letter of credit drawn on a U.S. bank and subject to One Clarion sanction of the terms of the letter of credit. All payments are to be made in U.S. Dollars. Checks presented as mailed and faxed shall be authorization for One Clarion to initiate either an electronic debit or to create and process a demand draft against purchasing party's bank account, in the amount of check, on or after the hard copy is not received as promised. All fees associated are the responsibility of the Purchasing Party. *Credit terms are available to existing approved customers only. **We will reference your PO number but will not be subject to your terms and conditions. Should your purchase terms be different from our quote, we reserve the right to adjust the pricing accordingly. ***Buyers are responsible for sales tax as applicable by Federal, State, and Local law. If taxes are not reflected, please let us know what rate you are responsible for in order to collect at the time of purchase to avoid finance charges and having to collect after the sale. ****A 1.5% Finance Charge will be added every week if payment is more than 30 days late. The complete list of One Clarion's Terms & Conditions apply https://www.clarionmunicipal.com/policies.html Aleksandr Mergold, AIA BUDGET ESTIMATE 1 Learning Kicthen - Estimated Prelimary Budget Issued May 30, 2024 Revised 06/05/24 ls $95,000 Excavation Forming Pour Steel Fabrication 1 ls $30,000 (5) W14X38 beams, (10) HSS 5X5X1/4 columns, (7) 3"Ø X 1/4 trellis pipe columns Steel Erection 1 ea $38,000 Grease interceptor 1 ea $3,000 Wood framing 1 ea $90,000 north wall, partial east and west walls, roof $38,000 120/240V single-phase Receptacles/dedicated power 85 ea $8,500 $100/point Lighting 1 ls $30,000 wiring/switching toilets 7 ea $7,000 sinks 7 ea $3,500 showers 3 ea $3,000 mop sink 1 ea $2,000 kitchen/processing rough-ins Primary-vegetated roof 2,890 sf $95,000 ROM pricing from Richard Kile 3/21/2024 Secondary/awning-metal roofing 910 sf $15,000 Mech roof - EPDM 125 sf $1,875 Wall type A Insulation (R-34) 776 sf $5,000 cavity spray foam + ext rigid Wall type C Insulation (R-13) 1700 sf $7,000 ext rigid only Roof (R-49)2500 sf $20,000 under slab (R-10)2900 sf $8,700 Cladding 1000 sf $10,000 upcycled materials 6' x 7' pair doors 4 ea $9,600 2400 3' x 7' single door 1 ea $1,200 1200 window/sidelite 200 sf $8,500 50 rollup door 1 ea $9,000 HM doors 1 ea $800 800 skylights 6 ea $18,000 3000 Roof guardrail 190 lf $7,600 assume $45/lf MUA system for kitchen vent LG ARUB060GSS4 heat pumps 3 ea $18,600 6200 FC-1 4 ea $4,800 1200 FC-2 8 ea $8,000 1000 $8,000 685 sf 2000 sf $8,000 at bathrooms and kitchen, soffit - assume $4/sf 632 sf $7,584 12 $9,000 interior only Drywall ceiling Tile Finished flooring (ep[oxy) Paint Doors & trim 18 ea $18,000 18 interior doors incl (2) traffic doors Subtotal $647,259 DETAILS QUANTITY ALLOWANCE NOTES / UNIT PRICE Site Work Steel Septic system Site Drainage Construction Electrical Plumbing rough plbg for (4) bathrooms: Roofing Exterior Envelope Exterior openings Misc metals HVAC Finishes TOTAL excluding equipment, FFE $647,259C1 December 2, 2021 Honorable Anna R. Kelles Member of Assembly 106 East Court Street Ithaca, NY 14850 Dear Anna: I am in receipt of your State and Municipal Facilities Program Description & Nomination Form that provides for the Khuba International, Inc. to receive capital funding in the amount of $200,000 from the State and Municipal Facilities Program (SAM). These funds are for capital costs associated with the construction of a housing and educational facility. In order for your designated project to receive funds through SAM, the administering organization must complete a “State and Municipal Facilities Program Preliminary Application.” Please provide the enclosed application to the Khuba International, Inc. The completed application should be returned to Victor Franco, Ways and Means Committee, Capitol Building, Room 409, Albany, New York 12248. Upon receipt, staff from the Ways and Means Committee and Office of Counsel to the Majority will conduct an initial review to determine eligibility. The application will be formally submitted to the Dormitory Authority of the State of New York (DASNY) for a more intensive review process after the initial review is completed. DASNY may require more detailed information in order for the grant contracting process to proceed. If DASNY requires additional information, they will contact the grant recipient directly. This process is necessary to ensure that the project can be funded with bond proceeds, as that is the source of funds for the State and Municipal Facilities Program. It is through your efforts and advocacy on behalf of the Khuba International, Inc. that this project will be considered for capital funding through the SAM process. If you have any questions about the process, please do not hesitate to contact me or Victor Franco of the Ways and Means Committee staff at (518) 455-4050. Sincerely, CARL E. HEASTIE Speaker Enc. SCALE:NTS EGRESS PLAN AT GROUND LEVEL2 54'-3" EXIT SEPARATION DISTANCE 83'-6 " D I A G O N A L D I S T A N C E FE FEEXIT EXIT EXITEXITEXITEXITEXIT STARTING POINT PATH OF TRAVELDIRECTION OF TRAVEL POINT OF EXIT TO OUTSIDE E EXIT EXIT EXIT EXITEXITSCALE:NTS PATH OF TRAVEL DISTANCE PLAN3 MIN. NUMBER OF EXITS FROM STORY = 2 (PER TABLE 1006.3.3) PROPOSED EXITS = 6 TEACHING KITCHEN BUILDING: TEACHING KITCHEN: (EDUCATIONAL-CLASSROOM AREA) 20 SF / OCCUPANT, NET (PER T. 1004.5) 800 SF/20 SF PER OCCUPANT = 40 OCCUPANTS (MAX OCCUPANT LOAD 49 FOR 1 EXIT PER TABLE 1006.3.3(2) PRODUCTION KITCHEN (COMMERCIAL KITCHEN) 200 SF / OCCUPANT, GROSS (PER T. 1004.5) 419 SF/200 SF GROSS = 3 OCCUPANTS PROCESSING AREAS: (COMMERCIAL KITCHEN) 427 SF/200 SF GROSS = 3 OCCUPANTS OFFICE (BUSINESS AREAS) 150 SF / OCCUPANT, GROSS (PER T. 1004.5) 78 SF/150 SF GROSS = 1 OCCUPANT MECHANICAL SPACE: 208 SF/300 SF GROSS = 1 OCCUPANT TOTAL LOAD = 49 OCCUPANTS OCCUPANT LOAD > 50: EGRESS DOORS SWING IN THE DIRECTION OF TRAVEL PER 1010.1.2.1 MANUAL FIRE ALARM NOT REQUIRED FOR GROUP B OCCUPANCY WITH OCCUPANT LOAD UNDER 100 PER 2020 NYS FIRE CODE 907.2.2 TEACHING KITCHEN 800 SF 40 OCCUPANTS MECH 208 SF 1 OCCUPANT PRODUCTION KITCHEN 419 SF 3 OCCUPANTS PROCESSING 190 SF 1 OCCUPANT COOLER 100 SF 1 OCCUP. PROCESSING 137 SF 1 OCCUPANT 12'-11"16'-11"1 4 ' - 1 " 44' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 13'-6"16'-11"10'-9"42' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 22'-0"27'-6"50' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1)N3'-0"6'-0"3'-0"OFFICE 78 SF 1 OCCUPANT 6'-0" NOTE: SEE REFLECTED CEILING PLAN 1/A200 FOR LOCATION OF ILLUMINATED EXIT SIGNAGE EXITEXIT 7'-0"7'-0"3'-0"3'-0"3'-0"3'-0" FE FE Learning Farm Teaching Kitchen Fire Protection Code Analysis 9/24/2024 903.2.1.2 Group A-2 (2020 Fire Code of NYS) An automatic sprinkler system shall be provided throughout stories containing Group A-2 occupancies and throughout all stories from the Group A-2 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists: 1. The fire area exceeds 5,000 square feet (464 m 2 ) (Learning Kitchen area is 3080SF) 2. The fire area has an occupant load of 100 or more (Learning Kitchen occupant load is 49) 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. Therefore, per 2020 Fire Code of NYS sprinklers are NOT required F 30'-2" R 3 6 ' - 7 " (< 7 5 ' P E R N F P A 1 0 ) R5 3 ' - 9 " (<7 5 ' P E R N F P A 1 0 ) SCALE: NTS FIRE EXTINGUISHER PLAN4 CLASS 'A' FIRE EXTINGUISHER CLASS 'A' FIRE EXTINGUISHER SPRINKLERED VENT HOOD FOR RANGE - SEE MECH DWGS FE FE G SCALE:3/16" = 1'-0" REFLECTED CEILING PLAN111'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2"11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" A401 1 A400 1 A402 1 A301 2 A301 1 A300 1 A300 2 8'-0" 8'-0" 8'-0" 8'-0"8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-6"7'-6" STEEL BEAM - TYP SKYLIGHT W/ CLEAR GLAZING - TYP 7'-3" LINE OF UPPER SHELVES RECS'DD SOFFIT LIGHT - TYP HEADER - TYP WD TRELLIS DROPPED SOFFIT SOFFITED UNDERSIDE OF ROOF PRIVACY GLAZING WD SOFFIT 2X4 BRIDGING THROUGHOUT F5F5 F5 F5 F5 F5 F1 F5 F5 F5 F5 F1 REFLECTED CEILING PLAN NOTES 1. SEE A011 SITE LIGHTING PLAN AND SCHEDULE FOR EXTERIOR LIGHT FIXTURE CUT SHEETS 2. SEE A201 FOR INTERIOR LIGHTING FIXTURE SPEC SHEETS 3. SEE MECHANICAL DWGS FOR DUCT LAYOUT AND MECHANICAL EQUIPMENT LOCATIONS 4. SEE P102 FOR PLUMBING VENTING PLAN 5. SEE E002 FOR ELECTRICAL SWITCHING PLAN 6. SEE F100 FINISH PLAN FOR CLG FINISH INFO F4 F4 F4 F4 F4 SDSDSDSD SD SD SD SD SD SD SD SD CEILING MATERIAL LEGEND FINISH CEILING - TIGHT TO ROOF FRAMING GWB SOFFIT (SOFFIT HEIGHT AFF)9'-0" FC FC FCFC FC FC FC FC FC FC FC B B BB B B BBB B B B B BB B B B B A A A A A A A A AA A A C1C1C1 C1C1 C1 A A A B C2 C2 C2 B B B F1 F5 BA A 8'-6" 7'-0" 7'-0" 7'-0" 7'-0"8'-0" 7'-0" 6'-0" 7'-0" 6'-0" 7'-0"7'-0"7'-0" 7'-0" 7'-0" 7'-0" B E G G 7'-0" 8'-6" ERV FAN UNIT - SEE MECHANICAL DWGS FIRE ALARM/SMOKE DETECTION NOTES 1. SMOKE DETECTORS SHALL BE OF COMBINATION SMOKE/CARBON MONOXIDE TYPE AND SHALL BE HARDWIRED AND INTERCONNECTED. PENDANT/SRF-MTD WALL-MTD LIGHT RECESSED LIGHT TRACK W/ HEAD HARDWIRED COMBO SMOKE/CARBON MONOXIDE DETECTOR WALL-MTD UPLIGHT SWITCH TYPE THERMOSTAT DIMMER SWITCHTYPE TIMER SWITCH MOTION SWITCH ILLUM. EXIT SIGN SUPPLY REGISTER EXHAUST REGISTER 84" MOUNTING HEIGHT AFF SD SPRINKLERED KITCHEN EXHAUST HOOD - SEE MECH DWGS FOR SPEC AND DETAILS C1 EQEQEQEQEQ EQ EXHAUST FAN FOR VENT HOOD - SEE MECH DWGS FLUE - TYP STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE STAFF LOUNGE MECH.2-WAY PANTRYSEATS STAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYGRAVEL PATIO 642 SF BATHROOMS CHANGING BATHROOM 2BATHROOM 1 BATHROOM 3 CHANGING C1 SCALE: LIGHTING SCHEDULE 2 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE AS NOTED A200N 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com SCALE:AS NOTED Architect Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Owner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 Consultants Consultants Project Information Drawing Title Revisions Date DWG No.copyright © 2023M-202 DETAILS 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CDH The BD2 Series is a Type I, Low Proximity Hood for use over 450°F and 600°F cooking surface temperatures. The Low Proximity Hood, also called Backshelf hood, refers to the close location of the hood with respect to the cooking appliances. Fully Integrated Package Ca ptiveAi re sells this hood as a sta ndalone appli ance to be integrated into a kitchen ventilation application, or provi ded as part of a FULLY INTEGRATED PACKAGE designed by CaptiveAire and preengineered for optimum performance. The package consists of the hood, an integral utility ca binet, factory prewired electrical controls, and a listed fire suppression system. Other options includ e a listed exhaust fan, a liste d makeup air uni t and listed, factorybuilt ductwork. Exhaust Flow Rates: Su perior exhaust flow rates. ETL Listed: ETL Listed for use over 450°F and 600°F cooking surface temperatures, which provides flexibility in designing kitchen ventilation systems. ETL Listed to US and Canadian sa fety standards, ETL Sani tation Listed and bui lt in accordance with NFPA 96. Capture a nd Containme nt: Uni que front d esi gn directs grease laden vapors toward the exhaust fil ter bank. Double wall, insulated front increases rigidity and reduces condensatio n on mode ls 30 inch width and larger. Convenient D esign: Fitted with UL Listed, prewired, incandescent light fixture s and tempered g lass globes to hold up to a standard 100 watt bulb; not included on 24 or 26 inch widths. Prepunch ed hanging an gles on each end of hood and additional set provided for hoods longer than 12'. Space saving, compact de sign uses limi ted kitchen space (24 " minimum width). Construction: Fabricated of Type 430 stainless steel, #3 or #4 polish, on al l exposed surfaces. Optio nal type 304 sta inless steel avail able. Fully welded and polishe d front corners. Built in air space to meet NFPA 96 clea rance requirements against limited combustible wal l with optio nal insulation for combustible wall. Controls: Hoods can be equipped with modular utility cabinets a nd end standoffs. A builti n wiring chase provided for optimal positioning of electrical controls and outlets on front face of hood without penetrati ng capture area or requi ring sleeve; available on 30" wid er a nd larger models. Gr eas e Extraction: All hoods come standard with stainless steel baffle filters and a deep grease trough which allows for easy cleaning. Ca ptra te Combo® and Captrate Solo® fi lters are optional. Grease drain system with removab le 1/2 pint cup for easy cleaning. Standard filter stops elimina te gaps between filters. Reduced Lead Times a nd Shipping Costs: Produced on a high volume assembly line at one of five manufacturing facilities to reduce lead times and shipping costs. Optional MakeUp Air: Makeup air ca n be supplied throug h optional front plenums (ND2 Series with PSP or ACPSP Accessory) Optional Self Cleaning Technology: The Self Cleaning Hood option adds a spray bar that extends the full length of the hood immediately behind the filters. The system cleans grease from the plenum and portio n of the duct with the daily hot water spray cycle. Optional CORE Protection: The CORE Fire Protection System is an automatic, preengineere d fi re suppression system whi ch is ETL listed to UL Standard 300. The CORE Protecti on System is d esi gne d to provide primary cove rage for ve ntil ating equipment including hoods, ducts, plenum and filters. Advantages Performance AVG. COOKING SURFA CE TE MP. (°F)MIN. E XHA UST CFM/FT. 450°F 150 600°F 200 Recommended Duct Siz ing: Ex haus t Bas ed on 1500 FPM Features Options Utility Cabinet: Listed for integral side mount and fabricated of same mate rial as hood. C abinet can ho use listed fire suppressi on system and listed, prewired electrical controls. Front Perforated Supply Plenum: Provides low velo city makeup a ir for th e kitchen and i s d ischarged in front of the h ood. Perforated diffuser plates allow for even air distribution and supply riser includes a volume damper for easy balan cing. Enclosure Panels: Constructed of stainless steel. Sized to extend from hood top to ceiling, enclosin g pipe and hanging parts. Roof Top Package: Combination ETL Listed exhaust/supply air uni t with factory prewired and mounted motors, trunkl ine and cu rb vented on exhaust side. Separate Exhaust and/or MakeUp Air Fans: ETL L isted single exhaust fans, supplyai r fans and curbs avail able. Fire Suppression System: UL 300 fire suppression system. Lighting: Compact Fluorescent or Halo gen Certifications Th e BD2 Model ha s been certifie d b y ITS. Th is ce rtification ma rk indica te s th at th e p rodu ct h as b e en tested to and has met the minimum require ments o f a widely recognize d (consen su s) U.S. and Ca n a dian products safety sta ndard, th at th e manufactu rin g site has been aud ite d , a n d that the applicant h a s agreed to a pro gra m of period ic facto ry fo llo wu p in sp ections to verify continu e d pe rformance. Models BD2 are ETL Listed u nder file n u mbe r 3 054804 001 and comp lie s with UL 7 10, UL C710 and UL CS6 46 Sta n dard s. Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland SEAF 2019 Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 12.a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Please see Part 3 applicant mistakenly checked "yes"-staff corrected Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ applicant mistakenly checked "yes"-staff corrected EAF Mapper Summary Report Friday, March 10, 2023 3:45 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]No Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report Page 1 of 2 Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” No, or small impact may occur Moderate to large impact may occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2.Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5.Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6.Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7.Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9.Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10.Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Page 2 of 2 For every question in Part 2 that was answered “moderate to large impact may occur”, or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. _________________________________________________ _______________________________________________ Name of Lead Agency Date _________________________________________________ _______________________________________________ Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer _________________________________________________ _______________________________________________ Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) Short Environmental Assessment Form Part 3 Determination of Significance Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 3 – Determinaon of Significance- Learning Farm The Learning Farm project involves the development of an aer-school and summer K-12 agricultural educaonal program on Enfield Falls Road. The physical project elements include the construcon of 10 seasonal guest structures (yurts on plaorms), along with a parally earth-bermed building that will contain bathrooms and a learning kitchen. The site layout will also contain associated trails, walkways, parking areas, and stormwater management facilies. The farm and some of the educaonal uses currently operate in several exisng buildings and barns on the property. The construcon of another building and guest facilies to accommodate an expanded program will slightly increase the intensity of the use of the land by having more structures and people on the property than currently exists. However, the guest structures will be seasonal and only used by families of the students in the summer; the program itself is only for a few hours aer-school and in the summer; and the program is limited to a specific number of people on site (40 students maximum, plus 4 teachers, a farm manager, an administrator, and a farm assistant). There are no expected significant adverse environmental impacts with the increase in the use of land or the intensity of the use of land. The proposed earth-bermed building will be constructed behind the exisng barn, north of the exisng gravel turnaround area, where the ground is sloped. The proposed guest structures will be located west of the new building, tucked behind exisng vegetaon. The exisng gravel turnaround will be expanded to include a small parking lot, located behind the exisng home. The property is relavely flat and clear of large trees and vegetaon in the areas proposed for construcon. There is one large deciduous tree adjacent to the proposed building that will remain and will be protected during construcon. There are no expected significant adverse environmental impacts to exisng vegetaon. The proposed building is a very low-profile structure with natural-colored and textured materials, parally earth-bermed with a vegetated roof. The guest structures are seasonal yurts, made of natural materials, and designed for removal once the season has ended. The proposed lighng consists of short bollard pathway lights, wall-mounted lights, and angled reflector lights. All proposed lighng will comply with the Town Outdoor Lighng Law, and any LED's will be a maximum 3000k color temperature. Visual impacts are expected to be minimal, considering the designs and that most of the project will be constructed behind exisng structures and vegetaon, and will not be easily seen from the road. The proposal will involve a slight increase in traffic, based on the development of the educaonal program and of on-site guest structures. However, as noted, the program is only an aer-school and summer program, with a limited number of students, and families only vising during the summer months. The parking and circulaon layout is well defined with the proposed plan, with delineated parking spaces that are expected to accommodate all users of the property. There are no expected significant adverse impacts related to traffic, parking, or circulaon. Regarding Part 1, Queson 13a: There is a stream located along the north/east property boundary that is regulated by the Town's Stream Setback Law. This stream is also within a Tompkins County Unique Natural Area (UNA-145 Steep Hollow). The UNA comprises the rear 200 feet of the property along the north/east boundary. The project will be located outside of the UNA and the required stream setback. The project includes rain gardens, diversion swales, and other protecons that will migate any impacts to the UNA and stream during and post construcon. LETTER 1 of 1 Town of Ithaca Department of Code Enforcement 215 N. Tioga St Ithaca NY 14850 Re: THE LEARNING FARM at 272 Enfield Falls Rd, Ithaca, NY 14850 December 1, 2023 To Whom It May Concern, This is to request an exemption to §225-3 “New Buildings Required to Have Sprinkler System” of the Town Building Code. Specifically, the installation of a sprinkler system will cause hardship to the non-for-profit Learning Farm, as it will require an installation of a sizeable holding tank to support the 30GPM flow for 30 minutes. As it is known, the Learning Farm property is located at a disadvantage when it comes to the availability of the municipal water and sewer; and the letter to that effect was sent to the Town (attached here as well) seeking exception to allow the property to continue with local well water and septic fields. Furthermore, the uses outlined in §225-3 do not specifically match the use of the Learning Kitchen; regardless, the building design is such that it is a single level structure, primarily of masonry and steel, in which multiple direct level exists to grade are available and exceed egress requirement of the Building Code (see Egress Diagram on A010). We are also providing smoke and CO2 detectors throughout, wired into the Fire Alarm system as well as fire extinguishers (see A200 and A010 respectively). Finally, the kitchen hood is equipped with its own fire suppression system. As such we are confident that the building – the combination of its design and equipment provided as described above – will be as safe as an equivalent structure equipped with a sprinkler throughout. Thank you for your consideration. Aleksandr Mergold, AIA THE LEARNING FARM TEACHING KITCHEN 272 ENFIELD FALLS RD ITHACA, NY 14850 100% CONSTRUCTION DOCUMENTS - FOR PRICING 16 APRIL 2024Mergold Architecture PLLC 511 Kline Road Ithaca NY 14850 USA +1-646-610-0014 am@mergold.work www.mergold.work ROOM NAMEKITCHEN 00 CUSTOM MILLWORK TAG PENDANT LIGHT WALL MTD. LIGHT RECESSED LIGHT TRACK W/ HEAD TYPE QUAD RECEPTACLE FLOOR MTD. RECEPTACLE FLOOR MTD. DATA WALL MTD. PHONE/DATA DIMMER SWITCH SWITCHTYPE DEDICATED OUTLET WALL MTD. SUPPLY AIR GRILLE WALL MTD. RETURN AIR GRILLE EXHAUST FAN EXTERIOR WINDOW MARK XX SURFACE MTD. CO /SMOKE DETECTOR XXX XXX DETAIL AREA XXX XXX XXX XXX TYPE INTERIOR DOOR MARK XX XX CLG MTD FAN FINISH TAGTAG-ID N A. THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS NOTED OTHERWISE BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. B. COORDINATE ALL PROJECT PHASING WITH OWNER OR AS SPECIFIED AND/OR SHOWN ON THE DRAWINGS. C. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE BUILDING AND SITE PER APPLICABLE CODES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS/FLOORS AS MUCH AS POSSIBLE. D. MINIMIZE NOISE TO A LEVEL ACCEPTABLE TO THE OWNER. SCHEDULE TASKS CREATING EXCESSIVE NOISE OR NEAR SENSITIVE AREAS WITH THE OWNER. E. PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND OCCUPIED AREAS AT ALL TIMES AS SPECIFIED. F. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER. G. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH THE CURRENT APPLICABLE CODES AND REGULATIONS. H. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS. J. STRUCTURAL STEEL MEMBER PROFILES AS INDICATED ON ARCHITECTURAL DRAWINGS MAY VARY FROM ACTUAL PROFILES AND SIZES INDICATED ON THE STRUCTURAL DRAWINGS WHICH SHALL GOVERN. K. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES. SPEAKERS, SMOKE DETECTORSACCESS PANELS, HVAC DUCTS, DIFFUSERS, REGISTERS, AND OTHER SUCH CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEILING PLANS. L. DO NOT SCALE OFF OF PRINTED DRAWINGS. SCOPE OF WORK VICINITY MAP PROJECT DIRECTORY OWNER CHRISTA NÚÑEZ 272 ENFIELD FALLS ROAD ITHACA, NY 14850 ARCHITECT (PRIMARY POINT OF CONTACT) +MERGOLD ALEKSANDR MERGOLD, AIA, ARCHITECT 511 KLINE RD 3RD FLOOR ITHACA, NY 14850 am@mergold.work T: (607) 821-0811 STRUCTURAL ENGINEER TAITEM ENGINEERING JAVIER ROSA 110 S. ALBANY ST ITHACA, NY 14850 T: (607) 277-1118 GENERAL CONTRACTOR SHEET INDEX PROJECT NOTES 1. ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE SECTIONS OF LOCAL CODES HAVING JURISDICTION. 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION. 3. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD VERIFICATION OF ALL MEASUREMENTS 4. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY. ALL MACHINERY, TOOLS, SERVICE LINES, CONDUITS, ETC., SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY FROM CONTACT BY THE PUBLIC. 5. CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND PROPERTY AND PROTECT SAME FROM INJURY. CONTRACTOR SHALL DETERMINE LOCATION OF, AND PROTECT, ALL UTILITIES ON AND ADJACENT TO THE SITE. UTILITY COMPANIES MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF SAID WORK. 6. CONTRACTOR SHALL PROVIDE ALL NEW HOT AND COLD WATER SUPPLY PIPING AND SOIL AND WASTE LINES. ALL PLUMBING SHALL COMPLY WITH LOCAL CODES HAVING JURISDICTION. COMMON ABBREVIATIONS AT L CENTERLINE Ø DIAMETER NUMBER PER @ C # / PERPENDICULAR^ BOTTOM OF TOP OF B.O. T.O. ON CENTERO.C. EQ EQUAL STAINLESS STEELSS ABOVE FINISHED FLOORA.F.F. EX EXISTING CEILINGCLG MOUNTEDMTD NIC NOT IN CONTRACT WOODWD PRESSURE-TREATEDPT PTD PAINTED TO BE DETERMINEDTBD TYPICALTYP BD BOARD GYPSUM BOARDGWB PLYWOODPLWD WIC WALK-IN-CLOSET WATER HEATERWH WASHER / DRYERW/D CU CONDENSER UNIT CLOSETCL FURNACEFURN VIF VERIFY IN FIELD ADD'L ADDITIONAL o/ OVER SAFETY NOTES SYMBOLS ELEVATION MARKER SECTION MARKER/ WALL SECTION MARKER XXX XXX EXTERIOR DOOR MARK GFCI OUTLET DUPLEX RECEPTACLE THE LEARNING FARM TEACHING KITCHEN 272 ENFIELD FALLS RD ITHACA, NY 14850 1 DOUGLAS FIRDF BEAMBM OPENINGOP'G WALL TYPE TAG PROPOSED EXTERIOR WALL1 UNLESS OTHERWISE NOTEDUON SD C01 CABINETRY TYPE TAG CONTINUOUSCONT WRB WEATHER-RESISTANT BARRIER 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2. MEANS OF EGRESS: ALL MEANS OF EGRESS TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, TOOLS, ETC. 3. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A LOCKED AREA. ACCESS TO THE AREA TO BE CONTROLLED BY THE OWNER, OR THE GENERAL CONTRACTOR. B. ALL MATERIALS TO BE STORED IN A ORDERLY FASHION. C. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS' CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. E. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. G. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE USED DURING CONSTRUCTION. 4. DUST CONTROL: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. B. DEBRIS, DIRT, AND DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. PROPOSED INTERIOR PARTITION1 PROJECT DATA SIT E L O C A T I O N ADDRESS: 272 Enfield Falls Rd Ithaca, NY 14850 PARCEL NUMBER: TAX MAP 33 / LOT 24.1 MUNICIPALITY: TOWN OF ITHACA, TOMPKINS COUNTY, NEW YORK STATE REFERENCE CODE: 2018 INTERNATIONAL BUILDING CODE LOT COVERAGE = 10% / 1.6 ACRES ALLOWABLE IN AG ZONE LOT SIZE = 16.22 ACRES ZONE: AG -SEE TOWN OF ITHACA ZONING MAP (effective 04. 01. 2004. rev. 12/17/2017) CONSTRUCTION TYPE: V-B (NS) OCCUPANCY: A-2 (RESTAURANTS, CAFETERIAS AND SIMILAR DINING FACILITIES INCLUDING ASSOCIATED COMMERCIAL KITCHENS) ALLOWABLE FLOOR AREA PER TABLE 506.2 FOR A-2 IN TYPE V-B (NS): 6000 SF ALLOWABLE HEIGHT ABOVE GROUND PLANE PER TABLE 504.3 FOR TYPE V-B (NS): 40 FT SEE CODE SUMMARY FOR PROPOSED BUILDING FLOOR AREA AND HEIGHT APN/TAX ID: 503089-33.-1-24.1 ZONE: AG (AGRICULTURAL) PARCEL AREA: 16.22 AC (706,543 SF) MAX LOT COVERAGE PER §270-33: 10% (70,654 SF) TOTAL EXISTING LOT COVERAGE: 3,685 SF REMAINING LOT COVERAGE AREA: 66,969 SF PROPOSED BULDING AREA: 2,969 SF PROPOSED LOT COVERAGE: 6,654 SF SETBACKS PER §270-32 FRONT SETBACK: 30 FT SIDE SETBACK: 40 FT REAR SETBACK: 50 FT STREAM SETBACK: 50 FT TOWN OF ITHACA STREAM SETBACK MAP (REV 03/08/17) - STREAM INDICATED AS 175 AC-1500 AC DRAINAGE AREA HEIGHT LIMITATIONS PER §270-31 MAXIMUM STRUCTURE HEIGHT: 38 FT FROM LOWEST INTERIOR GRADE/36 FT FROM LOWEST EXTERIOR GRADE PROPOSED STRUCTURE: 14'-6" FROM LOWEST EXTERIOR GRADE CODE SUMMARY ARCHITECTURAL A000 - COVER PAGE A001 - PROJECT NOTES A010 - PROPOSED SITE PLAN & EGRESS DIAGRAM A011 - SITE LIGHTING PLAN AND SCHEDULE G100 - CUT AND FILL DIAGRAM G101 - GRADING AND DRAINAGE PLAN A100 - GROUND FLOOR PLAN A110 - ROOF PLAN A111 - SCHEDULES A120 - EQUIPMENT PLAN AND SCHEDULE A200 - REFLECTED CLG PLAN AND LIGHTING SCHEDULE A201 INTERIOR LIGHT FIXTURE SPEC SHEETS A300 - ELEVATIONS A301 - ELEVATIONS A400 - SECTION A401 - SECTION A500 - WALL SECTIONS A501 - WALL SECTIONS A502 - WALL SECTIONS A503 - WALL SECTIONS A510 - VIEWS A600 - INTERIOR ELEVATIONS A601 - INTERIOR ELEVATIONS A800 - DETAILS A801 - DETAILS A802 - DETAILS A803 - DETAILS F100 - FINISH PLAN AND SCHEDULE STRUCTURAL S100 - FOUNDATIONS PLAN S101 - ROOF FRAMING PLAN S102 - STRUCTURAL D IAGRAM ELECTRICAL AND PLUMBING E001 - ELECTRICAL POWER PLAN E002 - ELECTRICAL SWITCHING PLAN P001 - PLUMBING WASTE PLAN AND RISER DIAGRAM P002 - WATER SUPPLY PLAN P003 - PLUMBING VENTING PLAN MECHANICAL AND ENERGY M-001 - NOTES AND LEGEND M-002 - SCHEDULES M-101 - FLOOR PLAN M-201 - DETAILS M-202 - DETAILS M-203 - DETAILS PULL SIDE PULL SIDE BOTH CLOSER AND LATCH FRONT APPROACHES-SWINGING DOORS *NOTE: X = 12" IF DOOR HAS PULL SIDE NOTE: X=36" IF Y=60' NOTE: X=42" IF Y=54"48" MINDOOR HAS A CLOSER NOTE: Y=54" MIN. IF NOTE: ALL DOORS IN ALCOVE SHALL COMPLY WITH CLEARANCES FOR FRONT APPROACHES HINGE SIDE APPROACH-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS HINGED DOORS IN SERIES TOILET STALL CLEARANCES 42"MIN.18"42"MIN 19"MIN48"MIN LAVATORY CLEARANCES60" MINY48" MINYFRONT APPROACH- SLIDING DOORS AND FLOLDING DOORS48 MIN.12" SIDE WALL 36"MAX33"-36"30"MINX*48" MINPUSH SIDE PUSH SIDE 18" MIN YX 24" MIN PUSH SIDE X X 24" MIN 48" MIN42" MINNOTE: Y=48" MIN. IF DOOR HAS DOOR HAS A CLOSER NOTE: Y=48" MIN. IF BOTH CLOSER AND LATCH42" MIN54" MIN SLIDE-SIDE APPROACH- SLIDING DOORS AND FLOLDING DOORS 54" MIN. 42" MIN 36"MIN6"MAX12" MAX 36"MIN 33"-36"17"-19"ACCESS REQUIREMENTS 17" MIN60" CLR56" CLR 60" min60" min WHEELCHAIR TURNING SPACE 9"min27" min36" max6" max8" min 17"-19" DRINKING FOUNTAIN CLEARANCES DOOR CLEARANCES MANEUVERING CLEARANCES BATHROOM CLEARANCES 16"min 36"24" min36" minROLL-IN SHOWER CLEARANCES 1-1/4"-1-1/2"1-1/2" GRAB BAR SIZING AND SPACING 9"min27" min29" min34" max40" max17" min depth 6" max toe clearance8" min knee clearance highest reach 30"24"46"34" maxMAXIMUM SIDE REACH OVER OBSTRUCTION point 48"Y30"X Z X Z 48" MAXIMUM FORWARD REACH OVER AN OBSTRUCTION NOTE: X shall be < 25"; Z shall be > X. When X < 20", then Y shall be 48" maximum. When X is 20" to 25", then Y shall be 44" maximum. X is the maximum forward reach over an obstruction. CONSTRUCTION OF NEW 2,500 SF PRODUCTION AND TEACHING KITCHEN FACILITY, INCLUDING PROCESSING ROOMS, COLD STORAGE, GENERAL STORAGE, AND BATHROOMS. VEGETATED ROOF TO BE ACCESSIBLE FROM GRADE AND OCCUPIABLE. 01 GENERAL REQUIREMENTS 02 EXISTING CONDITIONS - (EX) SITE TREES TO BE PROTECTED AND RETAINED. - INSTALL SILT FENCE AROUND WORK AREA 03 CONCRETE - CONCRETE FOUNDATIONS, WALLS, AND INSULATED FINISHED SLAB-ON-GRADE. SEE 32 EXTERIOR IMPROVEMENTS FOR EXTERIOR CONCRETE FLATWORK. - 04 MASONRY - SEE 32 EXTERIOR IMPROVEMENTS FOR BRICK PATIO - BRICK EXTERIOR FIREPLACE 05 METALS -PRIMARY ROOF GIRDERS: STEEL WIDE FLANGE ON STEEL SQUARE HSS POSTS AND BASEPLATES -TRELLIS COLUMNS: HOT-DIP GALVANIZED ROUND HSS COLUMNS WITH ROUND BASEPLATE - - FABRICATED GUARDRAIL SYSTEM AT VEGETATED ROOF - HOT-DIP GALVANIZED METAL FRAMING AT EXTERIOR FIREPLACE CHIMNEY - ENCLOSURE AT MAKEUP AIR ROOF UNIT - BRACKETS AT TRELLIS BENCH - RAILINGS AT EXTERIOR STAIRS, RAMP, MECHANICAL WELL SCREEN FENCE - STAINLESS STEEL CABLE, TURNBUCKLES AND CLEVIS PINS AT AWNING, ABOV TRELLIS JOISTS - METAL SIDING AT CHIMNEY FLUE - METAL FASCIA THROUGHOUT - 06 WOODS, PLASTICS, AND COMPOSITES - STRUCTURE AND PARTITIONS TO BE LIGHT WOOD FRAMING PER PLAN - TRELLIS JOISTS AND BRIDGING TO BE OF CEDAR OR OTHER WEATHER-TOLERANT WOOD SPECIES - WOOD CASEWORK AT TEACHING KITCHEN 07 THERMAL AND MOISTURE PROTECTION - PRIMARY ROOF TO BE INSULATED INTENSIVE VEGETATED ROOF - SECONDARY ROOF AT BATHROOM BLOCK TO BE STANDING SEAM METAL - MECHANICAL LOCK TYPE WITH 1" SEAM - AWNING ROOF TO BE FLAT-SEAM METAL PANEL - EXTERIOR WALL AND SOFFIT CLADDING TO BE RECLAIMED VERTICAL WOOD BOARD (SIZE AND PROFILE TBD)-RAINSCREEN TYPE - ROOF AND WALL CAVITY INSULATION TO BE CLOSED-CELL BLOWN INSULATION. - CONTINUOUS RIGID BOARD INSULATION AT WALLS AND ROOF PER DETAILS. - METAL GUTTERING WITH RAIN CHAINS, TO MATCH ROOF FINISH 08 OPENINGS - EXTERIOR OPENINGS TO BE THERMALLY-BROKEN INSULATED DOUBLE-GLAZED ALUM STOREFRONT - SKYLIGHT: BASIS OF DESIGN IS LAMILUX CIRCULAR DOUBLE-GLAZED SKYLIGHT ON SITE-BUILT CURB - GLAZED ROLL-UP DOOR AT PROCESSING - INTERIOR DOORS TO BE WOOD SOLID-CORE FLUSH TYPE IN HM FRAMES - SPECIALTY DOORS: KITCHEN PASS-THROUGH DOORS WITH VISION LITE - PASS-THRU WINDOW AT KITCHEN COUNTER 09 FINISHES - INTERIOR CEILING AT PRIMARY CLASSROOM SPACE TO BE RECLAIMED WOOD - SIZE AND PROFILE TBD - OTHER FINISH CEILINGS AND SOFFITS TO BE PAINTED GWB - LEVEL 4 FINISH - PRIMARY WALL FINISH TO BE PAINTED GWB - LEVEL 4 FINISH - WOOD BUTCHER BLOCK AT KITCHEN COUNTER 10 SPECIALTIES -BRICK PIZZA/BREAD OVEN BY OTHERS -MODULAR METAL SHELVING AT PRODUCTION KITCHEN AND PROCESSING 1 - RECYCLED STONE TOILET PARTITIONS - SITE-BUILT WALK IN COOLER - 11 EQUIPMENT - COMMERCIAL KITCHEN EQUIPMENT TO BE ALL-ELECTRIC-SEE EQUIP SCHEDULE - - 12 FURNISHINGS - CLASSROOM WORK TABLES - BUILT-IN DESK AT OFFICE - STAINLESS STEEL KITCHEN WORK TABLES 21 FIRE SUPPRESSION - PROVIDE FIRE EXTINGUISHERS PER PLAN - SEE EQUIP SCHEDULE FOR KITCHEN VENT HOOD - PROVIDE HARD-WIRED SMOKE DETECTORS PER RCP 22 PLUMBING - PRIMARY BUILDING WATER HEATING TO BE AIR-SOURCE HEAT PUMP HOT WATER HEATER - SECONDARY HOT WATER HEATER TO BE ELECTRIC TANK-TYPE AT STAFF BATHROOM - PROVIDE REVERSE OSMOSIS SYSTEM AND PRESSURE TANK - PROVIDE GREASE INTERCEPTOR AT MECH/JANITORIAL - ALL HOSE BIBBS TO BE OF LEAD-FREE FROST-PROOF TYPE WITH BACKFLOW PREVENTERS AND VACUUM BREAKERS - TANK TYPE FLOOR-MOUNT TOILETS THROUGHOUT - WALL-MOUNTED SINKS THROUGHOUT - INSULATE P-TRAPS - 23 HVAC - PRIMARY BUILDING HEATING AND COOLING TO BE AIR-SOURCE HEAT PUMP SYSTEM - FAN COIL TYPES AND LOCATIONS PER PLAN - BATHROOM VENTILATION PER MECH PLANS - PROVIDE KITCHEN VENT HOOD AND EXHAUST DUCTWORK OVER RANGE - MAKEUP AIR UNIT ON ROOF OF BATHROOM BLOCK 26 ELECTRICAL - PROVIDE 120/240V SINGLE-PHASE ELEC SERVICE - LOW-VOLTAGE FOR EMERGENCY LIGHTING - LIGHTING TO BE OF LED TYPE U.O.N. - 31 EARTHWORK - GRADING FOR BUILDING - USE CUT SPOIL AS FILL FOR BASE OF ROOF, FILL AT SLOPE 32 EXTERIOR IMPROVEMENTS - RECLAIMED BRICK PATIO o/ CONCRETE SLAB BASE AND SAND BED, CAST-IN-PLACE CONCRETE EDGE - COMPACTED GRAVEL PATIO - MOVABLE PLANTER - CONCRETE STEPS AND STEPPED SEATING AT SOUTH PATIO - COMPACTED GRAVEL WALKWAY AT BASE OF ROOF - CONCRETE PAD AT MECH WELL AND OUTSIDE MECH/JANITORIAL - CONCRETE SERVICE RAMP - CONCRETE SERVICE/EGRESS STAIR 33 UTILITIES - PROVIDE SEPTIC TANK, SEPARATION BOX AND SEPTIC FIELD PER SITE PLAN - CONNECT TO (EX) WELL - CONNECT TO SITE ELECTRICAL (CONFIRM SERVICE SIZE) - PROVIDE BUILDING AND SITE DRAINAGE PER PLANS - Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 ProMect Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024RevisionsConsultantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PROJECT NOTES A001 GRAVE L D R I V E SSSS S S S S S S S S S S S S S S S SSSSS SCALE:NTS PATH OF TRAVEL DISTANCE PLAN3 MIN. NUMBER OF EXITS FROM STORY = 2 (PER TABLE 1006.3.3) PROPOSED EXITS = 6 TEACHING KITCHEN BUILDING: TEACHING KITCHEN: (EDUCATIONAL-CLASSROOM AREA) 20 SF / OCCUPANT, NET (PER T. 1004.5) 800 SF/20 SF PER OCCUPANT = 40 OCCUPANTS (MAX OCCUPANT LOAD 49 FOR 1 EXIT PER TABLE 1006.3.3(2) PRODUCTION KITCHEN (COMMERCIAL KITCHEN) 200 SF / OCCUPANT, GROSS (PER T. 1004.5) 419 SF/200 SF GROSS = 3 OCCUPANTS PROCESSING AREAS: (COMMERCIAL KITCHEN) 427 SF/200 SF GROSS = 3 OCCUPANTS OFFICE (BUSINESS AREAS) 150 SF / OCCUPANT, GROSS (PER T. 1004.5) 78 SF/150 SF GROSS = 1 OCCUPANT MECHANICAL SPACE: 208 SF/300 SF GROSS = 1 OCCUPANT TOTAL LOAD = 49 OCCUPANTS OCCUPANT LOAD > 50: EGRESS DOORS SWING IN THE DIRECTION OF TRAVEL PER 1010.1.2.1 MANUAL FIRE ALARM NOT RE4UIRED FOR GROUP B OCCUPANCY WITH OCCUPANT LOAD UNDER 100 PER 2020 NYS FIRE CODE 907.2.2 TEACHING KITCHEN 800 SF 40 OCCUPANTS MECH 208 SF 1 OCCUPANT PRODUCTION KITCHEN 419 SF 3 OCCUPANTS PROCESSING 190 SF 1 OCCUPANT COOLER 100 SF 1 OCCUP. PROCESSING 137 SF 1 OCCUPANT 12'-11"16'-11"1 4 ' - 1 " 44' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 13'-6"16'-11"10'-9"42' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 22'-0"27'-6"50' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1)N3'-0"6'-0"3'-0"OFFICE 78 SF 1 OCCUPANT PROPOSED AREA OF WORK 'A' PER APPROVED SITE PLAN SETBACK LINE - TYP. SCALE:1"=75'-0" SITE PLAN1 PROPOSED KITCHEN BLDG & PATIO PROPOSED PARKING & TURNAROUND (26) SPACED INCL (1) VAN-ACCESSIBLE SPACE (EX) BARN & SILO - NO WORK PROPOSED (EX) HOUSE - NO WORK PROPOSED SETBACK LINE TYP. 0 30 300 600 FT 150 N (EX) WEST DRIVEWAY PROPOSED SEPTIC SYSTEM 200'-0"DISTANCE F R O M W E L L B C G (FU T U R E PHA S E ) F (FU T U R E PHA S E ) 6'-0" NOTE: SEE REFLECTED CEILING PLAN 1/A200 FOR LOCATION OF ILLUMINATED EXIT SIGNAGE NOTE: EAST DRIVEWAY NOT TO BE USED FOR PROPOSED PHASE I WORK EXIT EXIT EXITEXITEXIT EXITEXIT30'- 2 " 7'-0"7'-0"R3 6 ' - 7 " ( < 7 5 ' PER NFPA 1 0 ) R 5 3 ' - 9 " (< 7 5 ' P E R N F P A 1 0 ) SCALE:NTS FIRE EXTINGUISHER PLAN4 CLASS 'A' FIRE EXTINGUISHER CLASS 'A' FIRE EXTINGUISHER SCALE:NTS EGRESS PLAN AT GROUND LEVEL2 54'-3" EXIT SEPARATION DISTANCE 83'- 6 " D I A G O N A L D I S T A N C E SPRINKLERED VENT HOOD FOR RANGE - SEE MECH DWGS 3'-0"3'-0"3'-0"3'-0" FD FD FE FE FD FD FE FE FD FD FE FE (EX) EAST DRIVEWAY Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SITE PLAN AND EGRESS PLAN AS NOTED A010 F1 WALL-MO8NTED LIGHT F2 %OLLARD LIGHT F4 S8RFACE-MTD DOWNLIGHT SITE LIGHTING LEGEND SCALENTS SITE LIGHTING PLAN1 0 20 200 400 FT 100 N AS NOTED F4 F1 F2 F2 F2 F2 F2 F2 F2 F2F2 F2 F2 F2 F2 F2 F2 F5 RECESSED DOWNLIGHT - SEE 1/A200 REFLECTED CLG PLAN FOR LOCATIONS OF RECESSED DOWNLIGHTS F4 F4 F4 F4 F1 F5F5 F5F5F5F5F5F5 F5F5 F5F5 SITE LIGHTING PLAN AND SCHEDULE AS NOTED AleNsanGr MergolG, AIA 511 Kline RG rG Floor Ithaca, NY 14850 am#mergolG.worN T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 EnfielG Falls RG Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING ScalecoSyright . 2024RevisionsConsultantsOwner Christa N~xe] 272 EnfielG Falls RG Ithaca, NY 14850 16 APRIL 2024 A011 SCALE:1" = 25'-0" CUT AND FILL DIAGRAM1 0 10 100 200 FT 50 N SCALE:NTS SCHEMATIC SECTION2830'826'828'FILL: 200 CU YD PROVIDE DOUBLE-LAYER SILT FENCE AT PROJECT BOUNDARY LINE OF PROPOSED BUILDING (EX) BARN AND SILO GROSS CUT: 1130 CU YD NET CUT: 930 CU YD T.O. INSULATED SLAB-ON GRADE AT +824' TEMPORARY SOIL MOUND PATIO EDGE FOLLOWS CONTOUR 824'824'822'820'818'816'814'812'810'PROPO S E D L E V EL PATIO A R E A (EX) WELL NOTE: SEE S100-S103 FOR FOUNDATION PLANS AND DETAILS PROTECT (EX) TWIN TREE PROPOSED RETAINING WALL (EX) OPEN AMPHITHEATER BENCHES (EX) STAGE832'834'PROPOSED RETAINING WALL FILL LINE OF (EX) GRADE CUT FINISH FLOOR LEVEL EL.+824'-0" B.O. ROOF EL.+831'-0" T.O. ROOF EL.+836'-9" MODIFIED CONTOUR - TYP 100'-0"50'-0"EXCAVATION SCOPE OF WORK 1. EXCAVATION EXCAVATION PER GRADING PLAN FOR BUILDING AND LEVEL PATIO. GRADED ACCESS TO VEGETATED ROOF TO BE PLANTED FILL - REFER TO SECTIONS. REFER TO SHEET G100 FOR CUT/FILL QUANTITIES, EXCAVATION DIAGRAM AND BASE SLAB ELEVATION. 2. SITE RETAINING WALLS AND STAIRS ASSUME THREE ALTERNATES FOR RETAINING WALLS: a. 18" GABION WALLS W/ CONCRETE FOOTING b. 8" SITE-CAST CONCRETE WALL c. STEEL H-PILE W/ WELDED STEEL FINS AS REQ'D W/ 2X12 WD LAGGING STEPPED SEATING AND SITE STAIRS TO SOUTH OF BUILDING: ASSUME THREE ALTERNATES: a. 18" GABION WALLS W/ STONE CAP, CAST CONC STAIRS b. SITE-CAST CONCRETE THROUGHOUT c. 8" TIMBER WALLS WITH STONE CAP AT SEATING PATIO IS BRICK (BRICK TYPE TBD), AREA 2000SF (AS NOTED IN A100) OVER 4" CONCRETE SLAB (SLOPED TO DRAIN) AND 8" COMPACTED STONE SUBGRADE - REFER TO SECTIONS. PATIO EDGE TO BE CONCRETE CURB. DRAWINGS ARE SCALED; EXTERIOR RETAINING WALLS APPROX. 90 LF, ASSUME 5’ HEIGHT ABOVE FINISHED GRADE. 3. FOUNDATIONS FOUNDATION SIZING AND DETAILS PER TAITEM ENGINEERS, CALLING 10” FORMED CONCRETE WALLS. SEE S-SERIES DRAWINGS. 4. DRAINAGE 6” Ø PERFORATED DRAINS THROUGHOUT: LOWER DRAIN ALONG FOOTINGS AND UPPER DRAIN AT 6” BELOW GRADE COVERED BY #2 GRAVEL AND WRAPPED IN GEOTEXTILE. DRAINS TO DAYLIGHT IN GORGE TO EAST OF BUILDING - REFER TO GRADING AND DRAINAGE PLAN. PROVIDE LINEAR INTERCEPT DRAIN WITH STEEL GRATE AT BASE OF SITE STAIRS NEAR MAINTENANCE ROOM AND SERVICE RAMP - BASIS OF DESIGN ZURN Z886 LINEAR TRENCH DRAIN. 5. SITE UTILITIES SEPTIC FIELD LOCATED DUE EAST OF THE LEARNING KITCHEN (LK), APPROX. 250’ DUE EAST O LK, PER SCOTT GIBSON’S DRAWINGS (SCOTT IS COPIED HERE) SEPTIC FIELD IS 30’X40’ PER CIVIL DRAWINGS NO GAS LINES, ASSUME POWER & FIBER FROM NEAREST POLE (APPROX. 230’ DUE SOUTH-WEST FROM LK), WATER LINE FROM EXISTING WELL (APPROX. 100’ DUE SOUTH FROM LK) 6. SITE PROTECTION PROTECT (EX) TWIN TREES TO SOUTH OF BUILDING PER PLANS PROVIDE DOUBLE-LAYER SILT FENCING AT PROJECT BOUNDARY FOR DURATION OF CONSTRUCTION - REFER TO CUT AND FILL DIAGRAM. DOUBLE-LAYER SILT FENCE AROUND PROJECT BOUNDARY REMOVE TREES 34'-10" BUILDING 18'-4" PATIO (VARIES) 37'-3" FILL HIGH POINT EL.+835'-0" LOW POINT EL.+824'-0" 3 4 ' - 1 1 "96'-4"Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 CUT AND FILL DIAGRAM AS NOTED G100 SCALE:3/32" = 1'-0" GRADING AND DRAINAGE PLAN1 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2"11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" FOUNDATION DRAIN DAYLIGHTS IN GORGE - TYP +830'+831'+825'+832'+833'+829'+829' +820' +815'+810'+830 ' +831'+828'+825' +826' +824' PATIO + 8 3 2 '+833' +8 3 4 ' +8 3 5 ' +823' +822' +821' +819'+818' +817'+816'+814'+813'+812'+811'+809'+808'+807'+806'+805'+804'+803'+802'+801'+800'+829'+828' +827' +826' PROVIDE 6" Ø PERF DRAIN TILE AT THRESHOLD AND FOOTER AT RET WALLS - TYP LINE OF CONCEALED DRAIN LINEAR INTERCEPT DRAIN LINEAR INTERCEPT DRAIN 24" TWIN APPLE 24" TWIN APPLE 12" APPLE FUTURE SITE STAIRS - BY OTHERS 6" PERFORATED FOUNDATION DRAIN PIPE LINEAR INTERCEPT DRAIN - ZURN Z886-HDS OR EQ - SEE 2/A801 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 GRADING AND DRAINAGE PLAN AS NOTED G101N SCALE:3/32" = 1'-0" LANDSCAPE SITE PLAN1 +830'+831' +825' +832' +833'+829'+829' +820' +815'+810'+8 3 0 ' +831'+828'+825' +826' +824' PATIO +832'+833' + 8 3 4 ' + 8 3 5 ' +823' +822' +821' +819' +818' +817' +816'+814'+813'+812'+811'+809'+808'+807'+806'+805'+804'+803'+802'+801'+800'+829' +828' +827' +826' 24" TWIN APPLE 24" TWIN APPLE 12" APPLE FUTURE SITE STAIRS - BY OTHERS 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" PAVED GRAVEL PATH PLANTED SLOPE - PLANTING SPECIES TBD 25'-5" 24" TWIN APPLE 24" TWIN APPLE2'-10"7'-10"23'-2 1/2"46'-10 1/8"5'-11" 1 1 ' - 7 3 / 8 "37'-8"9'-2"EMBED FASCIA IN CRUSHED ROCK - TYP A503 2 VEGETATED ROOF - SEE 1/A803 LINE OF BUILDING BELOW SKYLIGHT - TYP EDGE OF PAVED PATIO 4'-11 3/4" 13'-10 1/8"5'-8 1/2"4'-6 1/4"14'-1 1/4"4'-0 1/4"10'-0"22'-6 1/2"6'-9 1/8"10'-2 5/8" 16'-3 3/4" 3'-10" 16'-9 3/ 8 " 32'-10 3/8" 7'-0" 38'-4 1/2"25'-9 7/8"7'-9"GRAVEL PATH Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 LANDSCAPE PLAN AS NOTED G102N STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRY2-SIDED FIRE PLACE SEATS STAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYGRAVEL PATIO 642 SFBRICK PATIO 2000 SF BATHROOMS K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA CHANGING FD FD FD FD FD FD FD FD BATHROOM 2BATHROOM 1 BATHROOM 3 FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL FE FE MECH WELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" CHANGING SCALE: 3/16" = 1'-0" GROUND FLOOR PLAN1 AREA: KITCHEN BUILDING - 2610 SF VESTIBULE - 130 SF BATHROOMS - 360 SF TOTAL: 3100 SF UP UP SKYLIGHT ABOVE, TYP. LEVEL WALK FROM BARN (EX) APPLE TREE PLANTED FILL PIZZA/BREAD OVEN CONC RETAINING WALL COUNTER LINE OF ROOF OVERHANG ABOVE FIREWOOD STORAGE NICHE CONC RETAINING WALL HAND SINK MOP SINK EGRESS DOOR THREE-CPTMT SINK RFRF PREP STATION W/ WALL SHELVING ABOVE WAREWASHER SOILED DISH TABLE APPROX EDGE OF FILL BI-LEVEL ACCESSIBLE DRINKING FOUNTAIN EDGE OF WD TRELLIS ABOVE SLOPE SUB-BASE TO DRAIN 3'-0" 5'-7"4'-4"6'-5"3'-5 1/4" CLR6'-4 3/4" 3'-0" INTERCEPT DRAIN 01 02 0304 06 05 0102 03 04 07 05 07 0608 18 17 13 12 14 15 16 10 11 09 0102 A1 C1 A C C A A A401 1 A400 1 A402 1 A301 2 A301 1 A300 1 A300 2 A301 3MOVABLEPLANTER5'-0"C GREASE INTERCEPTOR COVER ENTRY ACCESSIBLE ENTRY C 3'-0" CLR3'-0" CLR 3'-0" CLR 3'-0" CLR CONCRETE PATIO CURB LINE OF ROOF CANOPY ABOVE 3'-5"ALIGNRAIN CHAIN - TYP STEEL PIPE COLUMN - TYP BENCH SHORT WALL CONC RETAINING WALL CONC STEPS LINE OF WD BEAM ABOVE CONC CURB 830'828'826'824' 822' 820' 832' 818' 816' 814' 816' HEARTH STONE CONC SERVICE RAMP ACCESSIBLE TOILET STALL 7'-7" BENCH 6'-0" CLR 6'-0" CLR CLASS 'A' FIRE EXTINGUISHER CLASS 'A' FIRE EXTINGUISHER 1 A703 FLOOR PLAN NOTES 1. SEE A011 FOR BUILDING EGRESS PLAN 3. SEE A111 FOR EXTERIOR WALL TYPES 4. SEE F100 FOR FINISH PLAN AND SCHEDULE 5. SEE A002 FOR ADD'L ACCESSIBILITY INFORMATION AND DETAILS 6. SEE A700 SERIES FOR ENLARGED BATHROOM PLANS AND ELEVATIONS 1 A701 1 A702 ACCESSIBLE ENTRY HEAT PUMP OUTDOOR UNITS - SEE MECH PLANS FIRE ALARM PANEL Ø5'-0"Ø5'-0" EGRESS DOOR EGRESS DOOR EGRESS DOOR EGRESS DOORS3'-0" CLR7'-0" CLR7'-0" CLR3'-0" CLR LINE OF SPRINKLERED KITCHEN EXHAUST HOOD - SEE MECH DWGS FOR SPEC AND DETAILS3'-0" CLRWH WH WH 3'-0" 3'-0" CLR 4'-0"3'-0" CLR3'-0"3'-0"3'-0"4'-0"3'-6"METAL ENCLOSURE THREE-CPTMT SINK SEALED CONCRETE FLOOR 3'-0" CLR 3'-0" ROLL-UP DOOR WOOD STOVE EGRESS DOOR A1 C1 C1 6 A800 3'-9 1/2"1'-0"3"4'-7 1/8" 3'-2 1/2" 6'-7 1/2" 3'-2 1/2"10 1/2"9'-2"4'-2 3/8"3'-11 1/2"8'-8" 5'-3"5'-5"4'-7 1/8"EQEQEQ3'-6 1/2"2'-4 1/8"EQ2'-3 1/2"4'-2 3/8"3'-6 7/8"5'-11 7/8" 6'-7 1/2"5'-1 3/8"3'-0 3/4"4'-1 1/4"2'-10"EQEQEQ 5'-3 7/8" 5'-11 1/2"5'-6"10'-11" 8 1/4"5'-1 1/8"5/8" 5'-0"4'-6 1/4"3'-9 5/8" 3'-5 1/2"11'-4 1/2"2'-2 3/4" 5"2'-2 1/4"Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 GROUND FLOOR PLAN AS NOTED A100N SCALE:3/16" = 1'-0" ROOF PLAN1 UP UP FROM BARN VEGETATED ROOF PLANTED FILL AWNING BELOW UP CODE-COMPLIANT RAILING WOOD TRELLIS FLUE FOR FIREPLACE BELOW SKYLIGHT - TYP SLOPE CONC SERVICE RAMP GUTTER CHIMNEY ENCLOSURE FOR PIZZA OVEN FLUE, WOOD STOVE FLUE, AND MAIN PLUMBING VENT INTERCEPT DRAIN IN TRENCH BELOW COMPACTED GRAVEL WALKWAY A401 1 A400 1 A402 1 A301 2 A301 1 A300 1 A300 2 A301 3 METAL PLATE ROOF FOR FIREWOOD STORAGE NICHE BALLAST SURROUND - TYP 2X4 BRIDGING - TYP ROOF VENT MAKE-UP AIR UNIT - SEE MECHANICAL DWGS STANDNING SEAM METAL ROOF LOW-SLOPE MEMBRANE ROOF PERFORATED METAL MECH ENCLOSURE - 50% OPEN AREA 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" A500 2 A500 1 A502 2 A501 2 A501 1 A503 1 A502 1 PAVER PATH BALLAST EDGE (EX) APPLE TREE CONCRETE SLAB GUTTER GUTTER PAVED TERRACE EDGE OF TERRACE GRAVEL PAVED PATH - SEE G102 LANSCAPE PLAN A503 2 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ROOF PLAN AS NOTED A110N SCALE:NTS INTERIOR DOOR SCHEDULE2 SCALE:NTS EXTERIOR DOOR AND WINDOW SCHEDULE1 1/2" PLWD SHEATHING WALL TYPE R NOTESSTUD TYPEEXTERIORPLAN REINF. POURED CONC WALL w. EXTERIOR INSULATION OUT IN SECTION 10" POURED CONC WALL HOR AND VERT REINFORCING DIAM AND SPACING PER STRUCTURAL VERTICAL PTDF 2X FURRING AT 24" O.C. 1/2" GWB C C PAINTED-ON WATERPROOFING PAINTED-ON WATERPROOFING 13 OUT IN WALL TYPE R NOTESSTUD TYPEEXTERIORPLAN 2X6 FRAMED WALL LINE B THERM-MODIFIED WD SIDING16" O.C.SECTION OUT IN 1/2" GWB 3/4 THERMALLY-MODIFIED T&G SIDING COR-A-VENT SV3 3/4" VENTED HOR FURRING STRIP AT 18" O.C. 2" VER WD BATTEN - STAGGER WRB A A AIR SPACE AIR SPACE 34 (21+13ci) WRB 2" RIGID INSULATION 2X6 FRAMING W/ R-21 MIN CAVITY INSULATION "" w/ DEEP FURRING FOR PLBG WALLSC113A12X634 (21+13ci) FRAMED WALL 10" CURB 1-1/2" FURRING AT 24" O.C. 2X PTDF FURRING AT 24" O.C. 2" EXTERIOR RIGID BOARD INSULATION - TAPE SEAMS A1 SEE WALL SECTIONS DEEP FURRING C1 DEEP FURRING SEE WALL SECTIONS POLYETHYLENE DIMPLE DRAINAGE MAT POLYETHYLENE DIMPLE DRAINAGE MAT SCALE:1-1/2"=1'-0" EXTERIOR WALL TYPES3 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SCHEDULES AND WALL TYPES AS NOTED A111 STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYFD FD FD FD FD FD FD FD BATHROO BATHROOM 3 SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL FE FE ECH ELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA CHA K1K1 K2 K3 K15K4K4K9 K7K8 K14 K4K16 K17 K9 K18 K6 K20 K20 K8 K7 K9 K19 K6 K27K21 K22 K23 K24 K25 K26 SCALE:3/16" = 1'-0" GROUND FLOOR EQUIPMENT PLAN1 K19 K19 K18A K18K18 EQUIPMENT NOTES 1. SEE ATTACHED APPENDIX FOR EQUIPMENT CUTSHEETS 2. ALL KITCHEN EQUIPMENT TO BE ELECTRIC U.O.N. 3. SEE PLUMBING AND MECH SHEETS FOR ADD'L FIXTURE AND EQUIPMENT INFORMATION 4. SEE ELECTRICAL SHEETS FOR DEDICATED POWER LOCATIONS FOR KITCHEN AND PROCESSING EQPMT K10 K11 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 EQUIPMENT PLAN AND SCHEDULE AS NOTED A120N SCALE:3/16" = 1'-0" REFLECTED CEILING PLAN111'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2"11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" A401 1 A400 1 A402 1 A301 2 A301 1 A300 1 A300 2 8'-0" 8'-0" 8'-0" 8'-0"8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-6"7'-6" STEEL BEAM - TYP SKYLIGHT W/ CLEAR GLAZING - TYP 7'-3" LINE OF UPPER SHELVES RECS'DD SOFFIT LIGHT - TYP HEADER - TYP WD TRELLIS DROPPED SOFFIT SOFFITED UNDERSIDE OF ROOF PRIVACY GLAZING WD SOFFIT 2X4 BRIDGING THROUGHOUT F5F5 F5 F5 F5 F5 F1 F5 F5 F5 F5 F1 REFLECTED CEILING PLAN NOTES 1. SEE A011 SITE LIGHTING PLAN AND SCHEDULE FOR EXTERIOR LIGHT FIXTURE CUT SHEETS 2. SEE A201 FOR INTERIOR LIGHTING FIXTURE SPEC SHEETS 3. SEE MECHANICAL DWGS FOR DUCT LAYOUT AND MECHANICAL EQUIPMENT LOCATIONS 4. SEE P102 FOR PLUMBING VENTING PLAN 5. SEE E002 FOR ELECTRICAL SWITCHING PLAN 6. SEE F100 FINISH PLAN FOR CLG FINISH INFO F4 F4 F4 F4 F4 SDSDSDSD SD SD SD SD SD SD SD SD CEILING MATERIAL LEGEND FINISH CEILING - TIGHT TO ROOF FRAMING GWB SOFFIT (SOFFIT HEIGHT AFF)9'-0" FC FC FCFC FC FC FC FC FC FC FC B B BB B B BBB B B B B BB B B B B A A A A A A A A AA A A C1C1C1 C1C1 C1 A A A B C2 C2 C2 B B B F1 F5 BA A 8'-6" 7'-0" 7'-0" 7'-0" 7'-0"8'-0" 7'-0" 6'-0" 7'-0" 6'-0" 7'-0"7'-0"7'-0" 7'-0" 7'-0" 7'-0" B E G G 7'-0" 8'-6" ERV FAN UNIT - SEE MECHANICAL DWGS FIRE ALARM/SMOKE DETECTION NOTES 1. SMOKE DETECTORS SHALL BE OF COMBINATION SMOKE/CARBON MONOXIDE TYPE AND SHALL BE HARDWIRED AND INTERCONNECTED. PENDANT/SRF-MTD WALL-MTD LIGHT RECESSED LIGHT TRACK W/ HEAD HARDWIRED COMBO SMOKE/CARBON MONOXIDE DETECTOR WALL-MTD UPLIGHT SWITCH TYPE THERMOSTAT DIMMER SWITCHTYPE TIMER SWITCH MOTION SWITCH ILLUM. EXIT SIGN SUPPLY REGISTER EXHAUST REGISTER 84" MOUNTING HEIGHT AFF SD SPRINKLERED KITCHEN EXHAUST HOOD - SEE MECH DWGS FOR SPEC AND DETAILS C1 EQEQEQEQEQ EQ EXHAUST FAN FOR VENT HOOD - SEE MECH DWGS FLUE - TYP STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE STAFF LOUNGE MECH.2-WAY PANTRYSEATS STAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYGRAVEL PATIO 642 SF BATHROOMS CHANGING BATHROOM 2BATHROOM 1 BATHROOM 3 CHANGING C1 SCALE: LIGHTING SCHEDULE 2 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE AS NOTED A200N A B C2 E G C1 AleNsanGr MergolG, AIA 511 Kline RG rG Floor Ithaca, NY 14850 am#mergolG.worN T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 EnfielG Falls RG Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING ScalecoSyright . 2024RevisionsConsultantsOwner Christa N~xe] 272 EnfielG Falls RG Ithaca, NY 14850 16 APRIL 2024 INTERIOR LIGHT FIXTURE SPEC SHEETS AS NOTED A201 ABCDBBBBBE A B C DBBBBB E SCALE:3/16" = 1'-0" SOUTH ELEVATION1 SCALE:3/16" = 1'-0" NORTH ELEVATION2 CONC SERVICE RAMP VERTICAL WD SIDING MOVABLE PLANTER EX GRADE PROPOSED GRADE CODE-COMPLIANT RAILING WOOD TRELLIS STEEL PIPE COLUMN WD TRELLIS BEAM FLUES WD TRELLIS TWO-SIDED BRICK EXT FIREPLACE EDGE OF BRICK PATIO EX GRADE FLUES VERTICAL WD SIDING LINE OF STAIR BEYOND PROPOSED GRADE F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 12 1 12 1 12 1 STEEL CHIMNEY FRAME LINE OF RECESSED BENCH BEYOND RAIN CHAIN-TYPLINE OF FIREWOOD STORAGE NICHE BEYOND PERFORATED METAL MECH ENCLOSURE - SEE 2/S103 EXHAUST FAN FOR KITCHEN MAKEUP AIR UNIT - SEE MECH DWGS CONDENSER UNIT - TYP - SEE MECH DWGS MECH ENCLOSURE GATE AND RAMP RAILING - PERFORATED METAL INFILL - 50% OPEN AREA PROPOSED GRADE RAILING INFILL PARTIALLY OMITTED FOR CLARITY 2 A801 SIM GRAVEL WALKWAY PROPOSED GRADE GRAVEL WALKWAY LINE OF FOUNDATIONS LINE OF FOUNDATIONS NOTE: WOOD RAINSCREEN CLADDING TO BE RECLAIMED - SI=E AND TYPE TBD SKYLIGHT BEYOND 7 A801 EMBED FASCIA IN GRAVEL CONCRETE RETURN WALL - SEE S104 CONCRETE RETURN WALL - SEE S104 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELEVATIONS AS NOTED A300 87654321 8 7 6 5 4 3 2 1 SCALE:3/16" = 1'-0" SOUTH ELEVATION1 SCALE: 3/16" = 1'-0" EAST ELEVATION2 GRADE VEGETATED ROOF CODE-COMPLIANT GUARDRAIL STAINLESS STEEL FLUES MASONRY OVEN ENCLOSURE - BY OTHERS DOUBLE-SIDED EXT FIREPLACE CONC SERVICE RAMP BENCH METAL AWNING VERTICAL WD SIDING STANDING SEAM METAL ROOF CODE-COMPLIANT RAILING RETAINING WALL "THE BIG TREE" - EX FIREWOOD STORAGE GLAZED EGRESS DOOR GLAZED GARAGE DOOR VENT EGRESS DOOR SPANDREL PANEL STEEL CHIMNEY FRAME F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 2 1 F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" SCALE:3/16" = 1'-0" SOUTH ELEVATION AT BATHROOM BLOCK3 CONC RETAINING WALL WD BOARD SIDING GRADE SEE 3/A301 FOR ELEVATION OF BATHROOM BLOCK 01 04 0605010203 02 COMBINED CHIMNEY FOR STOVE AND PLUMBING VENTS BENCH MAKEUP AIR UNIT FOR VENT HOOD METAL ENCLOSURE FENCE LINE OF FOUNDATIONS SKYLIGHT EXHAUST FAN NOTES: 1. TRELLIS OMITTED FOR CLARITY 2. WOOD RAINSCREEN CLADDING TO BE RECLAIMED - SIZE AND TYPE TBD MECH ENCLOSURE PROPOSED GRADE WOOD SIDING - TYP RETAINING WALL METAL ENCLOSURE METAL ROOFING MAKEUP AIR UNIT FLUE BEYOND 2 A501 LINE OF TRELLIS - OMITTED FOR CLARITY Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELEVATIONS AS NOTED A301 ABCD VESTIBULE BBBBBE SCALE: 1/4" = 1'-0" TRANSVERSE SECTION LOOKING NORTH AT VESTIBULE1 EX GRADE CAST CONCRETE STAIR CODE-COMPLIANT RAILING EGRESS DOORS LOW-SLOPE MEMBRANE ROOF AT MECHANICAL WELL COMPACTED GRAVEL WALKWAY F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" LOW CONC CURB (CAST-IN-PLACE) (EX) GRADE BRICK PATIO o/ SUB-BASE AND SLAB-PN-GRADE- SLOPE TO DRAIN CONC FOOTER WITH DRAIN TILE - TYP EXT FIREPLACE PAD FOOTING - SEE FOUNDATION DRAWINGS48" MIN4 A800 8'-0"MAKEUP AIR UNIT - SEE MECH DWGS FIRE ALARM PANEL 2 A801 2 A500 03 CONCRETE SLAB - SLOPE TO DRAIN 2 A500 SIM 35'-4 3/4" RETURN WALL EMBED FASCIA IN GRAVEL MECH ENCLOSURE - SEE 2/S103 2 A503 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SECTIONS AS NOTED A400 PATIO TEACHING KITCHEN ABCD PROD. KITCHEN BBBBBE SCALE:1/4" = 1'-0" TRANSVERSE SECTION LOOKING NORTH AT KITCHEN1 PLANTED FILL CODE-COMPLIANT GUARDRAIL TWO-SIDED BENCH COMBINED FLUES SKYLIGHT 3" Ø STEEL PIPE COLUMN 2X10 TRELLIS JOIST CRUSHED ROCK IN FILTER FABRIC INTERCEPT DRAIN 6" Ø DRAIN TILE METAL-ROOFED AWNING o/ WD FRAMING 2X4 BRIDGING AT 36" O.C. SPRINKLERED VENT HOOD 7'-3"48" MINBALLAST-TYP OPEN OPEN LOW WALL BUILT-UP ROOF JOIST HEADER - SEE FRAMING PLAN PIZZA/BREAD OVEN 1 A501 1 A502 VEGETATED ROOF - TYP MOVEABLE COUNTER FIXED COUNTER w/ CASEWORK BELOW F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 4 A801 8 A801 1 A501 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SECTIONS AS NOTED A401 STAFF WC FRUIT PRESS BOILER PASTEURIZER STORAGE OFFICE PATIO ABCDBBBBBE SCALE: 1/4" = 1'-0" TRANSVERSE SECTION LOOKING NORTH NEAR GRIDLINE 71 PLANTED FILL CODE-COMPLIANT GUARDRAIL LINE OF ADJACENT (E) GRADE TWO-SIDED BENCH SKYLIGHT w/ PRIVACY GLAZING STEEL PIPE COLUMN TRELLIS JOIST INTERCEPT DRAIN 6" Ø DRAIN TILE METAL-ROOFED AWNING o/ WD FRAMING 2X4 BRIDGING AT 36" O.C.7'-6"DUCT - SEE M100 F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" DROPPED CLG 4 A800 13 A800 FINISHED CLG STEEL WF ROOF BEAM - SEE STRUCTURAL DWGs 1 A501 SIM 3 A802 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SECTIONS AS NOTED A402 SCALE:1" = 1'-0" SECTION AT BRICK OVEN1 SCALE:1" = 1'-0" SECTION AT VESTIBULE EAVE2 GWB CEILING B MECH LOW ROOF ASSEMBLY: 2X FRAMING PER STRUCTURAL CLOSED CELL CAVITY INSULATION (R-49 MIN) 1/2" PLWD ROOF SHEATHING TAPERED RIGID INSULATION 1/2" PROTECTION BOARD SELF-ADHERED UNDERLAYMENT EPDM MEMBRANE ROOFING BUILT-UP WD HEADER PER STRUCTURAL 2X WD TRELLIS RAFTER 1/4" Ø STAINLESS STEEL TENSION CABLE BOOT FOR FLUE PENETRATION INSULATED OVEN FLUE WOOD-FIRED PIZZA OVEN: CAST CONCRETE OR MASONRY - BY OVEN BUILDER - OVEN SHOWN FOR ILLUSTRATIVE PURPOSES ONLY SHEET METAL CLADDING o/ PLWD SHEATHING AND 2X FRAMING SCHEDULED RECESSED EXT SOFFIT LIGHT VEGETATED ROOF - SEE 1/A803 2X4 BRIDGING WIDE FLANGE BEAM BEYOND 5 A800 LOOKOUT RAFTER PERFORATED FOOTER DRAIN PIPE IN CLEAN DRAINAGE ROCK AND FILTER FABRIC48" MIN(2)-2X STRUCTURAL FASCIA 2X FINISH FASCIA - SHIM TO PLUMB METAL GUTTER AND DRIP EDGE 1 12 1 12 EXTERIOR GRADE PLYWOOD SOFFIT R2'-5"T&G WD PLANK CLG 7 12 BRAKE METAL L-DRIP - EXTEND VERTICAL LEG 4" MIN UP WALL 8'-1 1/2"PATIO ASSEMBLY: - 4" BRICK PAVERS - SLOPE AT 1/4" IN 12" FOR 24" MIN AWAY FROM BLDG - 1-1/2" SAND SETTING BED - 4" CONCRETE SLAB ON GRADE - SLOPE 1/4" IN 12" AWAY FROM BLDG - CRUSHED STONE BASE SCHEDULED STOREFRONT DOOR SAND OR OTHER FILL MATERIAL TO BE CONFIRMED WITH OVEN BUILDER FLAT-SEAM METAL ROOFING A B F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" EXT-GRADE PLWD DOOR SURROUND STAINLESS STEEL EYE SCREW TURNBUCKLE 14 A800 BRICK PATIO LINE OF TEMPORARY INFILL SPANDREL TO BE REMOVED PRIOR TO OVEN INSTALLATION (DASHED)5'-4"STAINLESS STEEL BRACKET AND CLEVIS 1/412 WD FASCIA CHIMNEY ENCLOSURE: METAL CLADDING o/ L3X3 ALUM FRAMING STANDOFF FOR CHIMNEY ENCLOSURE FRAMING F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. LOW ROOF EL.+834'-2" LOW ROOF EAVE EL.+833'-2" B.O. AWNING EL.+832'-10 1/2" SLAB EDGE BITUMEN BOARD EXPANSION JOINT - TYP RIGID INSULATION AT FROST WALL PER PLAN 4'-3" 18"8'-0"MECH SCREENMECHANICAL SCREEN WALL - PERFORATED METAL CLADDING - 50% OPEN AREA o/ ALUM STRUT CHANNEL FRAME STANDOFF - TYP METAL RAILING SYSTEM CLASSROOM VESTIBULEPATIO PATIO LINE OF INSULATED MTL FLUE PIPE ROOF CAVITY - CLOSED-CELL SPRAY FOAM INSULATION: R-36.5 MIN (TOTAL ROOF R-VALUE TO BE R-49 MIN) PERFORATED CURB BY VEGETATED ROOF MFR T.O. FOOTER EL.+820'-0" 15 A800 2 S103 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS AS NOTED A500 F.F. / T.O. FOUNDATIONS EL.+824'-0" A1 SCALE:1" = 1'-0" SECTION AT STOREFRONT DOOR1 B C 2 1 12 PADDED WIDE FLANGE BEAM - SEE 7/A800 2X ROOF JOIST SISTERED 2X6 OUTRIGGER 2X SUSPENDED CEILING FRAMING PLENUM SOLID 2X BLOK'G EA JOIST BAY GWB CEILING WHERE OCCURS CHANNEL FASCIA - BOLT TO 2X STRUCTURAL FASCIA WITH NEOPRENE SPACERS L2X2X3/8 ALUM STANCHION - ATTACH w/ (2) BOLTS THRU CHANNEL FASCIA CONT L2X2 BOTTOM RAIL - TOP RAIL SIM SS AIRPLANE CABLE INFILL WOOD TOP RAIL - SHAPE FROM 2X6 - SLOPE TO DRAIN AND EASE EDGES 1 1/4"42"L-CURB PER PLANTED ROOF MFR INSULATION STOP (2)-L3X3X1/4 ALUM CLIPS EA TRELLIS RAFTER C12X20.7 FASCIA 7 A800 SIM VERTICAL SIDING - MATERIAL TBD GEOTEXTILE MEMBRANE FURRED GWB WALL PER PLAN ROPPE 6" VINYL WALL BASE RIGID INSULATION AT FROST WALL - TYP 4" EXT CONC SLAB WALL FOOTING - SEE FOUNDATION PLANS A EXT-GRADE PLWD DOOR SURROUND SCHEDULED STOREFRONT DOOR BRICK PATIO: SLOPE AWAY FROM BLDG AT 1/4" IN 12" FOR 24" MIN - TYP ALUM PLATE THRESHOLD EXTENSION T.O. TRELLIS EL.+839'-2 1/2" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" SCALE:1" = 1'-0" SECTION THRU RAKE ALONG LINE 22 F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. ROOF EL.+837'-6" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" VERTICAL RAINSCREEN SIDING PER PLAN PER PLAN 1'-3 5/8"48" MIN1-7/8 12 12 A800 12 A800 GALVANIZED HSS TRELLIS COLUMN 8'-1" VEGETATED ROOF - SEE 1/A803 VEGETATED ROOF - SEE 1/A803 TWO-SIDED BENCH: 2X4 WD PLANKS o/ GALVANIZED STEEL FINS AT 48" O.C. 8" CONC CURB GRADE R1" 12" VARIES 1 12 1X WOOD SLAT CLG o/ 1X FURRING TOP OF WALL REVEAL: FRY REGLET DRMZ50-200 OR EQ 2" FURRING CLASSROOM PATIO BATHROOM 3 14 A800 11 A800 13 A80042"T.O. FOOTER EL.+820'-0" 15 A800 15 A800 T.O. CONC CURB EL.+824'-6" PAINTED EXT-GRADE PLWD SOFFIT B.O. STEEL BEAM T.O. FOOTER EL.+820'-0" 1 A801 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS AS NOTED A501 D 8 42"POLYURETHANE DIMPLE DRAINAGE SHEET BLOK'G FOR KITCHEN EQPMT AS REQ'D CONC WATERPROOFING MEMBRANE C INSULATED DUCT - SEE MECH DWGS GRAVEL DRAIN TRENCH WITH INTERCEPT DRAIN - WRAP IN GEOTEXTILE AND PROVIDE PLANTING MEDIUM ABOVE AS SHOWN MOISTURE-RESISTANT GWB CEILING EPOXY FLOORING w/ INTEGRAL COVE BASE OVER INSULATED CONCRETE SLAB GLAZED WALL TILE o/ BACKER BOARD CONC WALL FOOTING 6" Ø PERFORATED FOUNDATION DRAIN PIPE CLEAN DRAINAGE ROCK WRAPPED IN GEOTEXTILE WF BEAM BEYOND 3 A800 RIGID INSULATION BOARD 1 12 FRAMED INSULATED SKYLIGHT CURB: PROVIDE (18) VERTICAL 2X6 MEMBERS WITH SISTERED TAPERED 3/4" PLWD RIB - ARCHITECT TO PROVIDE RIB CUT TEMPLATES 1/4 12 PAINTED GWB FINISH 48"Ø PREFABRICATED INSULATED FIXED SKYLIGHT WITH INTEGRAL GRP CURB 36"THROUGH-WALL EXHAUST FAN No. 2 GRAVEL CONC SERVICE RAMP CONC RETAINING WALL GEOTEXTILE FABRIC TERMINATION BAR VERTICAL SIDING - TYPE TBD FURRED WALL EXT-GRADE PLWD SOFFIT SCALE:1" = 1'-0" TYP SECTION AT LOW ROOF1 SCALE:1" = 1'-0" SECTION THRU RAKE ALONG LINE 8 AT SERVICE RAMP2 GRAVEL SKYLIGHT SURROUND - TYP PERFORATED EDGING BY VEGETATED ROOF MFR GALVANIZED STEEL PIPE HANDRARIL AND WALL-MTD BRACKETS STEEL CHANNEL FASCIA F.F. / T.O. FOUNDATIONS EL.+824'-0" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" F.F. / T.O. FOUNDATIONS EL.+824'-0" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 20" - TYP PER PLAN PER PLANPER PLAN VEGETATED ROOF - SEE 1/A803 2 12 3 12 C A1 METAL GUARDRAIL SYSTEM CONT BELOW-GRADE INSULATION 6" FURRING PRODUCTION KITCHEN WALK-IN COOLER SEIHO SFZ6 ALUM VENT COVER SCHEDULED WALL-MTD LIGHT FIXTURE 11 A800 LINE OF CONC PILASTER BEYOND T.O. FOOTER EL.+823'-7" 15 A800 15 A800 T.O. CONC WALL EL.+831'-6 1/2" GRADE 1'-0"1'-0"T.O. FOOTER EL.+820'-0" 2" FURRING Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS AS NOTED A502 1 SCALE:1" = 1'-0" SECTION AT BATHROOM BLOCK LOOKING EAST 1 F.F. / T.O. FOUNDATIONS EL.+824'-0" PER PLAN BRICK PATIO: SLOPE AWAY FROM BLDG AT 1/4" IN 12" FOR 24" MIN - TYP VERTICAL RAINSCREEN SIDING - TBD FURRED WALL - FINISH PER PLAN EXT-GRADE PLWD SOFFIT ALUM L6X6 FASCIA RIVET AND SEAL END PANEL TO FASCIA STANDING SEAM METAL ROOFING - 1-1/2" MECHANICAL LOCK TYPE PLENUM LOOKOUT RAFTER SUSPENDED GWB CLG EPOXY FLOORING o/ INSULATED CONCRETE SLAB - SLOPE TO FLOOR DRAINS PER PLAN FOOTING DRAIN TILE - BED IN CLEAN DRAIN ROCK AND WRAP WITH GEOTEXTILE 3'-7" OVERHANG ALUM L1X1 SUBFASCIA A1 CONTINUOUS BELOW-GRADE INSULATION 7 1/2" FURRING CONC FOUNDATION WALL - SEE STRUCTURAL DWGS BATHROOM 2 11 A8008'-0"T.O. FOOTER EL.+820'-0" 15 A800 T.O. CONC CURB EL.+824'-6" 2 SCALE: 1" = 1'-0" SECTION AT SOUTH CONCRETE RETURN WALL2 T.O. FOOTER EL.+825'-10 3/4" PLANTED FILL COMPACTED GRAVEL WALKWAY CONCRETE RETURN WALL - SEE STRUCTURAL SHEETS CHANNEL FASCIA - BOLT TO EA C3 CHANNEL STANDOFF METAL RAILING SYSTEM - SEE 1/A801 PLANTING C3 CHANNEL STANDOFF AT 24" O.C. - BOLT AT EA STANCHION 1'-6"VARIESDETAIL ELEVATION Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS A503 AS NOTED VIEW FROM BEYOND PATIO LOOKING NORTHWEST VIEW LOOKING WEST VIEW FROM ORCHARD LOOKING EAST VIEW LOOKING NORTHWEST VIEW FROM PATIO LOOKING SOUTHWEST TOWARDS BARN VIEW FROM BARN LOOKING NORTWEST Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 VIEWS A510 WD STOVE FE FE D C A B 06 08 09 14 03 05 07 05 04 03 A C D B I H F G F H IG 06 J M L J K K L M SCALE:NTS KEY PLAN1 15 16 15 METAL FLUE COVER 7'-3"8'-2 1/2"OPEN OPENOPEN 02 FCU 9'-0 1/8"OPEN 14 FCU 12 N N 08 06 OPENOPEN OPEN CLASS 'A' FIRE EXTINGUISHER - SEE A010 ROLL-UP DOOR TRACK SKYLIGHT OP'G 3 A802 5 A801 K17 K3 K16 K11 K9 1 A802 K10 4 A801 CLASS 'A' FIRE EXTINGUISHER - SEE A010 K20 K20 K20K6 K7 K8 K9 SUPPLY VENT - TYP - SEE MECH EXPOSED BOTTOM FLANGE OF WF BEAM PASS-THROUGH RECEPTION WINDOW IN ALUM FRAME 8 A801 NOTE: FINAL CABINET SIZING, QUANTITY AND DOOR/DRAWER CONFIGURATION TO BE DETERMINED BY OWNER. 9 A801 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 INTERIOR ELEVATIONS 1/4" = 1'-0" A600 SCALE:NTS KEY PLAN1 FE FE A 16 D C A B H G E F P O M N L K I J R Q S Q 03 04 R S 17 17 18 131011 07 DBC E 18 07 OPEN FCU ERV UNIT - SEE MECH DWGs OPEN HFG LIJK M N O P 6 A801 K18K18A K18 K18 K19 K19 K19 K25 K24 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 INTERIOR ELEVATIONS A601 1/4" = 1'-0" 1 A802 TYP K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL 3'-0"2'-10"2'-8"3'-4"SCALE: 3/4" = 1'-0" ENLARGED PLAN AT BATHROOMS 1 AND 21 CHNG TABLE TOILET 1 WALL HTR LAV 1 FAUCET 1 PROVIDE INSULATED P-TRAP COVER - TYP SHOWER 1 TRIM 1 TOILET 1TOILET 1 3'-0" CLR 3'-0" CLR 3'-0" CLR 3'-0" CLR 3'-0"3'-0"LAV 1 FAUCET 1 LAV 1 FAUCET 1 Ø5'-0"Ø5'-0" SHOWER 1 TRIM 1 SHOWER 1 TRIM 1 6'-8"2'-0"6'-4" LIN DRAINLIN DRAIN SEE A703 FOR BATHROOM FIXTURE AND ACCESSORY SPECS 3'-0"OPEN OPEN 3/4" TEMPERED LOW-IRON GLASS SHOWER PARTITION 4'-6"1'-5 1/2"2'-0"30X48 CLR 30X48 CLR ILLUMINATED EXIT SIGN - SEE A200 3'-0"56X60 TOILET CLEARANCE3 A801 3'-9 1/8" 3 A801 3 A801 SIM 1 A802 5 A801 TYP 1 A802 TYP 3 A801 TYP CHNG TABLE CHNG TABLE 3'-0"Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ENLARGED PLANS & INTERIOR ELEVATIONS - BATHROOMS 1 AND 2 AS NOTED A701 FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL 30X48 CLR 30X48 CLR Ø5' - 0 " 56X60 CLR 2'-0"30X48 CLR3'-0"3'-0"3'-0"1'-5 1/2" SCALE: 3/4" = 1'-0" ENLARGED PLAN AT BATHROOM 31 30X48 CLR4'-6"AMBULATORY STALL AMBULATORY STALL AMBULATORY STALL ACCESSIBLE TOILET COMPARTMENT D FOUNTAIN LAV 2 FAUCET 2 LAV 1 FAUCET 1 TOILET 1 TOILET 1 LAV 2 DISPENSER DRYER TOILET 1 SEE A703 FOR BATHROOM FIXTURE AND ACCESSORY SPECS 3'-0"INSULATED P-TRAP COVER -TYP FAN COIL UNIT 5'-0" TOILET 1 TOILET 1 FAUCET 2 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ENLARGED PLANS & INTERIOR ELEVATIONS - BATHROOM 3 AS NOTED A702 BATHROOM FIXTURE AND ACCESSORY LEGEND KOHLER TRITON BOWE CENTER SET FAUCET K-400T20-5AKLFAUCET 1 TOILET 1 SHOWER 1 TRIM 1 LA9 1 LA9 2 CHNG TABLE LIN DRAIN DISPENSER FAUCET 2 SEE MECHANICAL SPECSWALL HTR FD BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054-AMESTOWNCBLA9ATORY9ITREOUS CHINA SCALE4 1 -0 ENLARGED PLAN AT STAFF BATHROOM10X48 CLR56X60 CLR0X48 CLR 2 -7TOILET 1 SHOWER 1 TRIM 1 2 -04 -0 4 -71 -5 122 -0CHNG TABLE7 -62 -108 -67 -6WALL HTR -0 -0 -0 LIN DRAIN LA9 1 FAUCET 1 LA9 1 FAUCET 1 DRYER KOHLER TRITON BOWE CANNOCK FAUCET K-70T70-4A-R FAUCET KOHLER TRITON BOWE SER9ICE SINK FAUCET K-80T40-4A KOHLER BROCKWAY WALL-MOUNT WASH SINK K-20 BOBRICK B-6 RECESSED PAPER TOWER DISPENSERWASTE RECEPTACLE BOBRICK B-750 RECESSED HAND DRYER KOHLER MORNINGSIDE SINK K-1266 TOILET 1 D FOUNTAIN HAWS MODEL 1011 BI-LE9EL DRINKING FOUNTAIN FOUNDATIONS PREMIER STAINLESS HOR RECESSED CHANGING TABLE 100SS-R KOHLER K-80646-NA 2-12 X 6 LINEAR DRAIN FINSISHED SKYLIGHT OP G - TYP TRIM 1 SHOWER 1 KOHLER KINGSTON 1.28 GPF TOILET K-2507-SSRA CHICAGO FAUCET SH-PB1-11-010 PRESSURE BALANCING TUB AND SHOWER SYSTEM WITH SHOWER HEAD AND HAND SPRAY AleNsanGr MergolG, AIA 511 Kline RG rG Floor Ithaca, NY 14850 am#mergolG.worN T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 EnfielG Falls RG Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING ScalecoSyright . 2024RevisionsConsultantsOwner Christa N~xe] 272 EnfielG Falls RG Ithaca, NY 14850 16 APRIL 2024 ENLARGED PLANS & INTERIOR ELEVATIONS - STAFF BATHROOM AS NOTED A703 PER PLAN 5" BEARING 6 D 4" 10" 4 REINFORCED CONCRETE WALL - SEE STRUCTURAL SHEETS NEOPRENE BEARING PAD WELDED PLATE - TO MATCH BEAM FLANGE WIDTH AND THICKNESS WD ROOF FRAMING - TYP1'-6"1'-6" WF BEAM PER PLAN CONC WALL - TYP (6) No. 5 VERTICAL BARS 2"No. 3 STIRRUPS AT 18" O.C. 2"2" MIN3/4" CHAMFER - TYP1'-0"3"3"3" HSS COLUMN PER PLAN BASEPLATE - SEE 9/A800 NON-SHRINK GROUT BED (4) ANCHOR BOLTS: 5/8" Ø J-BOLT - 7" MIN EMBED AND 1-1/2" LEG ALT: (4) 5/8" SIMPSON TITENHD GALV FASTENER - 7" MIN EMBED No. 5 E-W REINFORCING BAR - SEE PLAN FOR # OF BARS REINFORCED CONC SLAB-ON-GRADE - SEE 15/A800 CONT WATERPROOFING - SEE 1/A803 FOR SPEC 1 12 TOP-MTD JOIST HANGER 1" (2) 5/8" GALV ANCHOR BOLT - 7" MIN EMBED w/ 1-1/2" LEG PROVIDE SLOTTED BOLT HOLES 1/2" PL WEB STIFFENER AT BEAM SEAT SOLID WD PADDING EA SIDE - THRU-BOLT w/ 2 ROWS 1/2" Ø BOLTS AT 36" O.C.2"6"BBB C HSS COLUMN PER PLAN WD ROOF FRAMING - TYP WF BEAM PER PLAN 1 12 1/2" PL WEB STIFFENER AT COLUMN CENTERLINE 1'-0"COLUMN TOP CONNECTOR PLATE - THICKNESS TO MATCH BASEPLATE - WIDTH TO MATCH WF BEAM FLANGE PER PLAN SOLID WD BLOK'G AT END BAY PER PLAN 2X RIM JOIST - FASTEN TO WD BEAM PADDING B B HSS COLUMN PER PLAN LINE OF EXT ENCLOSURE - SEE WALL TYPES AWNING FRAMING - 2X6 @ 16" O.C. LINE OF AWNING METAL ROOF BUILT-UP HEADER: (2) 2X12 w/ 2X6 PLATE TOP AND BOTTOM - PROVIDE SOLID WD BLOK'G AT THIRDS POINTS L4X4X1/4 BRACKET TOP AND BOTTOM - WELD TO COLUMN 11" TREAD 7" RISE MAX1" NOSING6"ANTI-SLIP TEXTURE AT EA TREADR3/4"3" CLRNo. 4 AT 12" O.C. EA WAY No. 4 AT EA NOSING - 1" CLEAR - TYP CAST CONC RAMP - BROOM FINISH No. 4 AT 12" O.C. EA WAY - TYP2" CLR MIN3" CLR MIN2 12 LINE OF CONC CURB AT EXT WALL BEYOND 1'-0"8"1'-0"1'-0"2"2"EQEQBASEPLATE AT GRIDLINE B BASEPLATE AT GRIDLINES BBB AND C2"HSS COLUMN- TYP ANCHOR BOLT - TYP - SEE 2/S100 FOR DIAMETER AND EMBEDMENT 1/2" STEEL PLATE 5/8" STEEL PLATE 2'-0" DEPRESSED SLAB2"1/4 12 5"-TYPLINEAR DRAIN A - DEPRESSED SLAB 4" MIN1/8 MAX 12 B - SLOPED TOP OF SLAB FLOOR DRAIN 1/8 MAX 12 C - SLOPED SLAB FLOOR DRAIN DOUBLE 2X12 BEAM - BOLT THRU STEEL PLATE 2" Ø HSS COLUMN NON-SHRINK GROUT BED (4) ANCHOR BOLTS: 5/8" Ø J-BOLT - 7" MIN EMBED AND 1-1/2" LEG ALT: (4) 5/8" SIMPSON TITENHD GALV FASTENER - 7" MIN EMBED 18" Ø SONOTUBE FOOTER - SLOPE TOP TO DRAIN - SEE STRUCTURAL DWG'S FOR ADD'L INFORMATIONEQEQEQEQ8" Ø 3/8" PL NOTE: ALL EXTERIOR STEEL TO BE HOT-DIP GALVANI=ED FINISH U.O.N. BRICK PAVERS o/ BASE AND SUBGRADE HSS COLUMN PER PLAN WELDED STUD BOLT AT 24" O.C. EA SIDE 3X WD PADDING SCHEDULED STOREFRONT OP'G VERTICAL WD SIDING PANEL o/ FURRING AND RIGID INSULATION- SEE WALL TYPE A ALUM PLATE BELOW LINE OF CONC CURB BELOW 5/4" EXT-GRADE PLWD JAMB 6" BASEFURRED GWB FINISH HSS TRELLIS POST PER PLAN 2X4 CEDAR PLANK - EASE FRONT EDGE - FASTEN ON BOTTOM THRU ANGLE SHAPED L3X3X3/8 BRACKET - (8) PER BAY - EQ SPACING 2-L4X4X3/8 SUPPORTS R 1 " 1 12 9"3"EQ EQ 3/8" BOLT PLATE - SLOT THRU POST AND WELD BOTH SIDES 3/16 3/16 3/16 3/16 1" 4"2"8" WALL 10" WALL SCALE:1 1/2" = 1'-0" COLUMN FOOTING1 SCALE:1 1/2" = 1'-0" EXT CONCRETE STAIR4 SCALE:1 1/2" = 1'-0" HOR SECTION AT CONC PILASTER2 SCALE:1 1/2" = 1'-0" BEAM POCKET AT CONC WALL3 SCALE:1 1/2" = 1'-0" BUILT-UP HEADER5 1 1/2"1 3/4"SCALE:1 1/2" = 1'-0" POST ON LINE B6 SCALE:1 1/2" = 1'-0" FIELD COLUMN TO BEAM CONNECTION7 SCALE:1 1/2" = 1'-0" EXT CONCRETE SERVICE RAMP8 SCALE:1 1/2" = 1'-0" COLUMN BASEPLATES9 SCALE:1 1/2" = 1'-0" TYP SLAB DEPRESSIONS10 SCALE:1 1/2" = 1'-0" TYP CONC WALL CURB11 SCALE:1 1/2" = 1'-0" TYP SLAB-ON-GRADE ASSEMBLY15 SCALE:1 1/2" = 1'-0" TRELLIS COLUMN12 SCALE:1 1/2" = 1'-0" TRELLIS BENCH13 SCALE:1 1/2" = 1'-0" EAVE AT AWNING14 6 1/2"1"6" FLAT-SEAM METAL ROOFING - FORM PANEL OVER DRIP EDGE AS SHOWN SELF-ADHERED ROOFING UNDERLAYMENT METAL GUTTER SCHEDULED RECS'D EXT LIGHT FIXTURE 1" 1/2" ROOFING PLWD 1/4" Ø SS CABLE WITH CLEVIS WD FASCIA BOARD - KERF BACK SIDE AS SHOWN - SHIM FASCIA TO PLUMB CUSTOM BRACKET - FASTEN THRU STRUCTURAL FASCIA EA SIDE AA1 2X RAFTER 1X T&G SOFFIT BOARD METAL DRIP - EXTEND VERT LEG UP WALL 4" MIN SEAL BOTTOM OF SHEATHING TO CONC CURB 1" CHAMFER AT E.O. CURB1 1/2"LINE OF FURRING AT 10" CONC WALL CONC S.O.G. 1 1/2" WATERPROOFING MEMBRANE FIB CEMENT COVER BOARD FROST WALL RIGID INSULATION EXT S.O.G. w/ THICKENED EDGE5 1/2"BRICK PAVERS - SLOPE AT 1/4" IN 12" FOR 24" MIN FROM BLDG LINE OF 10" CONC FOUNDATION WALL 5" CONCRETE SLAB-ON-GRADE - POLISHED TOP SURFACE AT EXPOSED LOCATIONS - SEE PLANS 15-mil POLYOLEFIN UNDER-SLAB VAPOR BARRIER 4" RIGID BOARD INSULATION 4" COMPACTED GRAVEL 6X6 WWM W2.9 X W2.9 REINFORCING - TYP 5" CONCRETE SLAB-ON-GRADE - POLISHED TOP SURFACE AT EXPOSED LOCATIONS - SEE PLANS EPOXY FLOORING WHERE OCCURS - PREPARE SUBSTRATE PER MFR RQMTS BITUMEN BD AT SLAB EDGE - TYP1'-2 3/4"T.O. CONC EAST WALL EL.+833'-10 1/2" TOP-MOUNT JOIST HANGER - TYP 3X TOP FLANGE PADDING - FASTEN WITH 1/2" Ø THROUGH-BOLT AT 30" O.C. STAGGERED - COUNTERSINK AT TOP - TYP LINE OF B.O. FINISH CLG 3/4" PLWD SHEATHING STEEL.3X WD PADDING LINE OF FURRED INT FINISH WALL - SEE 1/A502 CLOSED-CELL BLOWN INSUL - TOTAL ROOF ASSEMBLY = R-49 MIN LINE OF VEGETATED ROOF - SEE 1/A803 RIGID INSULATION CONC PILASTER PER PLAN VEGETATED ROOF - SEE 1/A803 LINE OF FINISHED CLG WHERE OCCURS DETAILS Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer Taitem 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 A800 AS NOTED 4" MAX 4" MAX ELEVATION CEDAR 2X6 TOP RAIL - EASE EDGES CONT L2X2X1/4 - USE SS FASTENERS L2X2X3/8 STANCHION CONT L2X2X1/4 C15 FASCIA42"STAINLESS STEEL TENSION CABLE (2) THRU-BOLTS EA STANCHION VEGETATED ROOF CURB SECTION CONCRETE SITE STAIR PER 2/A800 CONTROL JOINT SLOPE ZURN Z886-HDS LINEAR TRENCH DRAIN w/ COVER GRATE OR EQ DRAIN PIPE COMPACTED GRAVEL BASE EXTERIOR CONC SLAB-ON-GRADE SCALE:1 1/2" = 1'-0" GUARDRAIL AT VEGETATED ROOF 1 SCALE: 1 1/2" = 1'-0" INTERCEPT DRAIN AT STAIR 2 BALLAST 2X10 TRELLIS RAFTER (2) L3X3X1/4 CLIPS EA RAFTER5 1/2"1/2"17"RAKKS BENCH BRACKETS AT 36" O.C. FASTEN TO BRACKET W/ S.S.SCREWS 5/4 X 1-1/2 CEDAR SLATS - LENGTH PER PLAN FASTEN w/ 1/2" Ø S.S. LAG BOLTS - CONTRACTOR TO PROVIDE SOLID WD BLOK'G AS REQ'D 1/2" TYP ±16" SCALE: 1 1/2" = 1'-0" INT/EXT BENCH AT BATHROOM BLOCK 3 SCALE: 1 1/2" = 1'-0" KITCHEN SOFFIT4 PLENUM WOOD ROOF FRAMING - SEE STRUCTURAL SHEETS B.O. SOFFIT +7'-3" AFF 1/2" GWB - FINISH PER SCHEDULE LINE OF WF BEAM BEYOND CERAMIC WALL TILE o/ THINSET MORTAR AND CEM BACKER BD 2X SOFFIT FRAMING - BRACE IN BOTH DIRECTIONS LINEAR LED FIXTURE 2X BRACING 1/2" GWB CLG 1/4" MILL FINISH ALUM PLATE - EASE EDGES - FASTEN AT 18" O.C. w/ COUNTERSUNK FASTENER 5"1 12 ALIGN SCHEDULED ALUM STOREFRONT SCALE: 1 1/2" = 1'-0" OFFICE BUILT-IN DESK5 10"2"2"TAPERED L3X3X3/8 SUPPORT - (1) EA END AND (1) AT MID-SPAN - COPE FLANGE AS SHOWN 24" 1/4" MIN SOLID HARDWOOD VENEER TOP 3" 3/8" PLATE BRACKET EA SIDE - ROUT INTO PLWD WINDOW SURROUND - COUNTERSINK BOLTS CONT L4X4X3/8 SUPPORT 1X HARDWD APRON - EASE EDGES 1-1/8 PLWD LINE OF PLWD OP'G SURROUND PER 6/A800 BEYOND 3/16 3/16 1'-2" 1"1'-0"1'-3"3"4"HARDWOOD CAP - EASE EDGES SCALE: 1 1/2" = 1'-0" BENCH AT STAFF LOUNGE6 3/4" FINISH PLWD BACK o/ TAPERED NAILERS WALL PER PLAN - PROVIDE BLOK'G HARDWOOD NOSING - EASE EDGES 2X BENCH FRAMING AT 16" O.C. - TYP - FASTEN TO LEDGER AT WALL CONT 2X4 KICK - SHOT-PIN TO CONC SLAB 3/4" QUARTER-ROUND SKIRTING SCALE: 1 1/2" = 1'-0" ENCLOSURE FENCE AT MECH WELL7 A AA-A RAILING INFILL PANEL: MCNICHOLS 1731145041 16 GA PERFORATED ALUM PANEL - FASTEN AT 8" O.C. 4" 1/4" TOP PLATE - BOLT TO TOP RAIL AT 18" O.C.5" L2X2X1/4 CONT TOP RAIL L2X2X1/4 CONT BOTTOM RAIL CONC CURB CONC SERVICE RAMP2'-6 1/2"6"L2X2X3/8 STANCHION 3/16 3/16 3/16 3/16 6" 3/8" PLATE BRACKET SCALE: 1 1/2" = 1'-0" SLIDING PASS-THROUGH WINDOW8 GWB POST CLADDING 1/4" CLEAR ACRYLIC PANEL HSS SQUARE POST HSS 3X4X1/4 HEADER SLIDING PANEL HARDWARE: HAFELE SLIDO F-LINE21 12D/20D 2-DOOR SYSTEM COUNTER SCALE: 1 1/2" = 1'-0" TYP BASE CABINET9 3'-0"3"7"1'-10 1/2"4" KICKDRAWER MOVABLE SHELVING MAPLE BUTCHER BLOCK COUNTERTOP 2X BLOK'G PLWD CABINET BOX CONSTRUCTION PAINTED SOLID WD FLUSH DOOR AND DRAWER FRONT NOTE: FINAL CABINET SIZING, QUANTITY AND DOOR/DRAWER CONFIGURATION TO BE DETERMINED BY OWNER. 1" RAKKS EH-1824 COUNTER BRACKET IN MILL FINISH AT 48" O.C. 5'-4" PROVIDE SOLID WOOD BLOK'G AS REQ'D CLASSROOM ± 48" O.C.BRACKET TO BLDG WALL AT 96" O.C. - TYP KITCHEN CAST-IN NON-SKID STRIP - TYP Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 AS NOTEDDETAILS A801 SCALE:3" = 1'-0" ALUM TRIM AT TILE WALL END-HOR. SECTION1 CERAMIC WALL TILE IN THINSET MORTAR TILE BACKER BOARD 1/4" MILL FINISH ALUM PLATE - EASE EDGES - FASTEN AT 18" O.C. w/ COUNTERSUNK FASTENER 1/4" 2X FRAMING 5 5/8"6" COVESCALE:3" = 1'-0" EPOXY FLOOR - THRESHOLD AND WALL TRANSITION2 1"SCALE:3" = 1'-0" SLIDING DOOR HEAD3 CONT L2X2 BRACKET - FASTEN AT 18" O.C. WD HEADER PER STRUCTURAL SCHEDULED SOLID CORE WD SLIDING DOOR UNISTRUT P1001A CHANNEL HEAD TRACK FINISHED OP'G - USE ALUM MUD-IN WALL END CAP EZYJAMB EZYCAP OR EQ UNISTRUT P2750 TROLLEY 1-1/2" Ø HARDWD CIRCULAR RAIL SCALE:3" = 1'-0" HANDRAIL4 1/4" Ø MOUNTING BRACKET 1-1/2" Ø SCREW-MOUNT PLATE - PROVIDE SOLID BLOK'G BEHIND - TYP 2 1/2"2 1/4" 1/2" GWB FINISH SCALE:3" = 1'-0" LINEAR DRAIN AT CURBLESS SHOWER5 EDGE OF SHOWER COMPARTMENT 2" MINCERAMIC TILE PER FINISH PLANS CERAMIC TILE PER FINISH PLANS 4" LINEAR DRAIN - PROVIDE REMOVABLE 14 GA STAINLESS PERF COVER GRATE CONT WATERPROOFING MEMBRANE - EXTEND 6" MIN UP WALL AS SHOWN DEPRESSED SLAB PER 10/A800 1/412 SHOWER WASTE PIPE CONC FLOOR 1/2"MAX1/8" ALUM PLATE THRESHOLD - BEVEL EDGES 1:2 AT FLOORING TRANSITION AT WALL EPOXY FLOORING ALUM TRIM ALUM PLATE BEYOND PER 1/A802 1/4" MILL FINISH ALUM PLATE - EASE EDGES - FASTEN AT 18" O.C. w/ COUNTERSUNK FASTENER THRESHOLD PER 2/A802 DETAILS Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 A802 AS NOTED EXTEND VEGETATED ROOF LIGHTWEIGHT GROWING MEDIA 3-4' BEYOND EDGE OF ROOF 6" Ø PERFOPRATED PIPE SURROUNDED BY CLEAN DRAIN ROCK MIRIFI 140N GEOTEXTILE FABRIC OR EQUAL FOUNDATION WATERPROOFING MEMBRANE TO EXTEND OVER ROOF SHEATHING METAL ANGLE OR P.T. WOOD BLOCKING TO CAP METAL DECKING/ ROOF SHEATHING ROOF SHEATHING PLWD (SUBSTRATE) SCALE:1 1/2" = 1'-0" VEGETATED ROOF ASSEMBLY1 WALL ROOF ASSEMBLY - SEE 3/A800 VEGETATED ROOF WATERPROOFING LAYER 1: SIPLAST PARADIENE 20 OR EQUAL (FULLY ADHERE TO PRIMED SUBSTRATE) VEGETATED ROOF WATERPROOFING LAYER 2: SIPLAST TERANAP OR EQUAL (FULLY ADHERE) ROOT BARRIER: SIPLAST PARAGREEN 60T OR EQUAL. EXTRUDED POLYSTYRENE (XPS) INSULATION PARAGREEN DRAINAGE AND RETENTION LAYER HR (HIGH RETENTION) MECHANICALLY ATTACHED TO XPS LAYER. GROWING MEDIA TO FILL DIRECTLY INTO ''CUPS'' OF HIGH RETENTION PANEL 6" - 8" LIGHTWEIGHT GROWING MEDIA 1" MULCH LAYERVEGETATION PLANTED FILL RIGID INSULATION - SEE 3/A800 AND 3/A111 LANDSCAPE DETAILS Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 T+E LEARNING FARM TEAC+ING KITC+EN DraZing Title Date D:G No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 A803 AS NOTED STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA CHANGING BATHROOM 2BATHROOM 1 BATHROOM 3 SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL MECH WELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA CHANGING SCALE: 3/16" = 1'-0" GROUND FLOOR FINISH PLAN1 FL1 PATIO FL1 PATIOFL1 PATIO FL1 PATIO FL1 PATIO FL2 FL1 FL2 FL1 FL2 FL1 FL1 FL2 FL1FL2 PATIOFL1 TILE1 CNTR F1 F1 F1 F1 F1 CONC TILE1 BY COOLER MFR TILE1 F1 TILE2 TILE2 TILE2 TILE2 FL1FL2 F1 F1 F1 F1 F1 SCALE: FINISH SCHEDULE 2 FINISH NOTES 1. PAINT FINISHES TO BE USED THROUGHOUT U.O.N.: - WALLS: SATIN - CEILING: MATTE - CASEWORK, TRIM, DOORS: HIGH GLOSS 2. PROVIDE IMPACT-RESISTANT GYPSUM BOARD AT HIGH-TRAFFIC AND MECHANICAL SPACES TILE 1 F1 F1 F B CW WALL FINISH FINISH TAG CLG FINISH FLOOR FINISH BASE FINISH FL1 B1 F5F1 FL1 B1 F4F1 FL1 B1 F5F1 F:FL1 B:B1 C:F5W:F1 FL2 B2 F5TILE1 FL2 B2 F4TILE2 FL1 B1 F5F1 FL2 B2 F4TILE2 FL1 B1 F4F1 FL2 B2 F4TILE2 FL1 B1 F4F1 FL2 FL1 FL2 FL1 FL1 B1 F4F1 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FINISH PLAN AND SCHEDULE AS NOTED F100N FD FD 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2"11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" 5" THICK SLAB-ON-GRADE 6X6 WWM W2.9XW2.9 REINFORCING SHEETS- SEE 15/A800 SCALE:3/16" = 1'-0" FOUNDATION PLAN1 18" Ø CONC FOOTING - TYP HSS 3X1/4 ROUND GALV TRELLIS COLUMN AND BASEPLATE - TYP B-5: 41" X 41" (3) No. 5 BARS E-W B-4: 41" X 41" (3) No. 5 BARS E-W C-5: 56" X 56" X 12" (5) No. 5 BARS E-W B-6: 38" X 38" (3) No. 5 BARS E-W B.75-6: 54" X 54" (4) No. 5 BARS E-W C-4: 56" X 56" X 12" (5) No. 5 BARS E-W B.75-3: 54" X 54" (4) No. 5 BARS E-W B-3: 38" X 38" (3) No. 5 BARS E-W B-7: 38" X 38" (3) No. 5 BARS E-W C-7: 56" X 56" (5) No. 5 BARS E-W SLOPE SLAB AT LOCATION OF SHOWER - SEE 10/A800 SLOPE SLAB AT LOCATION OF SHOWER - SEE 10/A800 SEE LANDSCAPE DRAWINGS FOR CONCRETE RETAINING WALL DETAILS SEE LANDSCAPE DRAWINGS FOR CONCRETE RETAINING WALL DETAILS SEE LANDSCAPE DRAWINGS FOR CONCRETE RETAINING WALL DETAILS FLOOR SLAB SLAB SLAB CONC RETAINING WALL - TYP REINFORCING: (2) LAYERS - No. 5 AT 12" O.C. VERTICAL E.F. AND No. 5 AT 18" O.C. HORIZONTAL E.F. 2" COVER FROM FACES OF WALL CONC SITE STAIR EXT FIREPLACE FOOTING 2 A800 1 A800 EDGE OF FOOTING BELOW EDGE OF SLAB EDGE OF FOOTING BELOW SAWCUT 1/4" X 2" CONTROL JOINT AT CONCRETE SLAB - TYP 18" Ø CONC ANCHOR FOOTER FOR RAIN CHAIN - TYP 10"3'-2"EDGE OF SLAB EDGE OF SLAB HSS5X5X1/4 COLUMN - TYP 2'-0" 3'-0" 8" CONC FOUNDATION WALL - TYP 6X6 POST (3) 2X6 POST CONC RAMP LINE OF FOOTING BELOW 8" CONC FOUNDATION WALLS AT PIZZA OVEN - 5" SLAB ABOVE, FLUSH W/ FLOOR SLAB LINE OF FOOTING BELOW NOTE: AT FRAMED WALLS, PTDF SILL PLATE TO BE FASTENED TO CONCRETE WITH 5/8" Ø J-BOLTS - 7" EMBED MIN w/ 1-1/2" HOOK - AT 48" O.C. AND 12" MAX FROM CORNERS AND ENDS OF PLATES. 24X24X12 THICKENED SLAB 2'-1 3/4"10"12'-5"10'-2" 15'-3 1/8"9'-0 5/8"5"10"8" CONC FROST WALL CRUSHED STONE FILL 1'-6"-TYP 4'-0"11'-4 5/8"2'-2 3/4"2'-2 1/4"3'-10" 9 A800 TYP 9 A800 TYP 16'-4 1/2"FD FD FD FD FD FD FD FD CONC FROST WALL - TYP REINFORCING: (2) LAYERS - No. 4 AT 18" O.C. VERTICAL AND HORIZONTAL E.F. 6'-2 7/8" 6 1/8"5'-7 1/4"R2' -1 3 /4 " CONCRETE RETAINING WALL 3'-11 1/2"4'-6 1/8"3'-2" 6'-8 3/4" 3 1/8" 1 1/2"5" 5"8"3'-10"1'-6"6" 6'-0" EDGE OF SLAB 1'-6"T.O. CONC EAST WALL EL.+833'-10 1/2" BEAM SHELF EL.+832'-'7 7/8" T.O. FOOTER EL.+823'-7" T.O. WALL EL.+830'-7 1/2" T.O. FOOTER EL.+820'-0" T.O. FOOTER EL.+820'-0" T.O. WALL EL.+830'-7 1/2" T.O. WALL EL.+830'-7 1/2" T.O. WALL EL.+833'-5 5/8" T.O. WALL EL.+834'-2 7/8" T.O. CURB EL.+824'-6" T.O. CURB EL.+824'-6" T.O. SLAB EL.+824'-0" B.O. RAMP EL.+823'-11 1/2" T.O. RAMP EL.+831-'6 1/2" T.O. WALL EL.+831'-6 1/2" T.O. WALL EL.+835'-2 7/8" THRESHOLD EL.+824'-0"11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" EXTEND WALL CURB - SEE ELEVATIONS CONC LOW RETURN WALL - TYP EDGE OF BRICK PATIO W/ CONCRETE UNDERSLAB, APPROX 150'X20' Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Architect Consultants Structural & MEP Engineer Taitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024RevisionsConsultantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FOUNDATION PLAN AND DETAILS AS NOTED S100N1- 05/20/24 FD FD FE FE 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" SCALE:3/16" = 1'-0" ROOF FRAMING PLAN1 W14X38W14X38W14X38W14X38W14X38ROOF FRAMING: 2X12 AT 12" O.C ALT 1: 14" TJI 230 AT 24" O.C. ALT 2: (2)2X10 AT 16" O.C.2X10 LOCUST JOISTS @ 16" O.C. - TYP(2) 2X12 AT SKYLIGHT OP'G - TYP HSS COLUMN BELOW - TYP 2X6 LOOKOUT AT 16" O.C. - PROVIDE (2) SIMPSON L50 CLIPS EA END - TYP HDR: (2) 2X10 w/ 2J & 1K AND BRACKET AT HSS COLUMN WD HDR: (2) 2X10 w/ 2J & 1K SOLID WD BLOK'G AT 16" O.C. AT END BAYS - TYP (2) 2X12 PAINTED PTDF BEAM BELOW JOISTS HSS 3X1/4 ROUND HOT-DIPPED GALV TRELLIS COLUMN BELOW - TYP X-BRACING ABOVE JOISTS - TYP: 1/4" Ø S.S. WIRE w/ S.S. TURNBUCKLES CONC WALL BELOW - TYP (3)2X12 HDR AND BUILT-UP WD HDR BELOW -TYP 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" 3 A80011'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" CONC WALL BELOW FRAMED WALL BELOW FRAMED WALL BELOW (2) 2X12 END RAFTER(2) 2X6 RIM JOIST - TYP AT EAVES 2X12 RAFTER @ 16" O.C.LINE OF WALL BELOW 48" OVERHANG - TYPSISTERED 2X6 OUTRIGGER AT EA RAFTER 2X6 LOOKOUT SISTERED TO EA SIDE OF RIDGE BM WD HDR: (2) 2X8 w/ 2J & 1K - BEAR ON PT SILL 3" MIN AT CONC WALL 2X12 RAFTERS AT 24" O.C. DBL END JOIST - TYP 2X6 LOOKOUTS AT 16" O.C. - TYP - FASTEN TO DBL JOIST WITH SIMPSON LUS ZMAX FACE-MT HANGER EQEQ 4'-4"4'-11 3/8"2X6 RIM JOIST 2X4 RIM JOIST SHAPE OVERHANG AS SHOWN IN SECTIONS 11 1/4"3'-11 1/8" 18X18 CONC PILASTER 7 A800 (2) 2X12 RIDGE BM .4'-4"4'-4"2'-4"2'-4".WD RIM JOIST - TYP WD HDR: (2) 2X10 w/ 2J & 1K (2) 2X12 HEADER 5 A800 2'-4 5/8" CONC LOW RETURN WALL - TYP Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP@Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ROOF FRAMING PLAN AND DETAILS AS NOTED S101N FD FD 11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2"3'-0"5'-0" 2 1/2"2 1/2"11'-0"12'-3 1/2"17'-6"56'-5"72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7'-6 1/2"3'-2"E 4'-11"1.5 6'-11"16'-10 1/2" FD FD FD FD FD FD FD FD 6'-0 1/2"6'-1 7/8"6'-11 3/4"3'-11" 18'-0"10'-7 1/4"8'-7"5'-2"6'-7 1/4"4'-4 3/4"3'-5"3'-2"1'-0 1/2"2 1/2"4'-0"8'-4"3'-6"7'-10 1/2"8"7'-7"-TYP6'-8"6'-0 1/4"2'-8 3/4"7'-1"3 1/2" 5 1/2" FD 9'-8 7/8"5'-5 3/4"7'-2 3/8" 4'-4 1/4"1'-6 3/4"2'-11 1/2"3'-10 3/4" 3'-0" SCALE: 3/16" = 1'-0" SLAB AND FLOOR DRAIN PLAN1 NOTE: SLOPE SLAB TO FLOOR DRAINS 1/8" IN 12" MIN U.O.N. SAWCUT CONTROL JOINT - TYP 3'-0"3'-11 7/8"DEPRESSED SLAB AT SHOWER - SEE 10/A800 DEPRESSED SLAB AT SHOWER - SEE 10/A800 SLOPING SLAB - SEE 10/A800 SLOPING SLAB - SEE 10/A800 SLOPED TOP OF SLAB PER 10/A800 - TYP EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 5"4"9"4" 10 1/2"1 1/2"4"8"GREASE TRAP NOTE - SEE A100 FOR PARTITION LAYOUT 4'-0"LD SLAB PLAN - LEGEND FDLD LINEAR DRAIN FLOOR DRAIN AREA OF DEPRESSED SLAB DIRECTION OF SLAB PITCH SLAB-ON-GRADE LINE OF SLAB EDGE CONC WALL LINE OF EXT INSULATION LINE OF INT WALL FINISH Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SLAB AND FLOOR DRAIN PLAN AS NOTED S102N SCALE:NTS STRUCTURAL DIAGRAM1 TRELLIS POST SONOTUBE FOUNDATION HOT-DIP GALVANIZED ROUND HSS TRELLIS POST PAINTED WD TRELLIS BEAM LANDSCAPE RETAINING WALL CONC RAMP CONC FROST WALL AND FOOTING FOR OUTDOOR FIREPLACE CONC FROST WALL AND FOOTING FREESTANDING LANDSCAPE RETAINING WALL - SEE G100 FOR MAT'L OPTIONG FIREWOOD STORAGE NICHE CONC SITE STAIR WD RIDGE BEAM AND POSTS 5" REINF CONC SLAB-ON-GRADE (HATCHED) - SEE 15/A800 HSS SQUARE COLUMN - TYP WF ROOF BEAM WITH SOLID WD PADDING - TYP COLUMN BASEPLATE SET INTO SLAB - TYP CONC PILASTER - TYP WD RAFTERS AND LOOKOUTS WD FRAMED WALL PER PLAN WD ROOF JOISTS SKYLIGHT OP'G - TYP WD TRELLIS JOIST WD LOOKOUT WD DBL END JOIST FLAT FRAMING AT MECHANICAL LOW ROOF B.O. RAMP EL.+823'-11 1/2" T.O. RAMP EL.+831-'6 1/2" T.O. CONC EL.+831'-6 1/2" T.O. CONC EAST WALL EL.+833'-10 1/2" T.O. CONC WALL AT MECH EL.+833'-5 5/8" BEAM SHELF EL.+832'-8 7/8" T.O. CONC WALL MECH EL.+830'-7 1/2" T.O. CURB EL.+824'-6" T.O. FOOTER EL.+820'-0" T.O. CURB EL.+824'-6"T.O. CONC WALL BATH EL.+830'-7 1/2" T.O. SLAB EL.+824'-0" NOTE - LANDSCAPE RETAINING WALLS ARE INDICATED WITH TONE - SEE RETAINING WALL MATERIAL ALTERNATES ON G100 T.O. FOOTER EL.+823'-7 SCALE:NTS MAKEUP AIR UNIT ENCLOSURE STRUT CHANNEL FRAMING DIAGRAM2 P1000 TOP TRACK-TYP CABLE BRACING - EA DIRECTION P1000 TOP TRACK - TYP P1000T FIELD POST - TYP P1000C CORNER POST - TYP PROVIDE SECOND P1000T AT DOOR OP'G FOR HEAD TRACK P1001 BOTTOM CHANNEL - TYP ROOF FOOT WITH EMBEDDED STRUT FOR MEMBRANE ROOFING - UNIVERSAL HEF-T-FOOT FF-250-UNI BY DIVERSITECH OR EQ P1000T STUB COLUMN P1000 MID RAIL - TYP CLADDING: MCNICHOLS 1731145041 16 GA ALUM CLADDING - 51% OPEN AREA - HEM TOP AND BOTTOM EDGES MAKEUP AIR UNIT - SEE MECH P1000 STIFFENER STRUT T.O. RETURN WALL LOW EL.+831-'6 3/8" T.O. RETURN WALL LOW EL.+831-'6 3/8" THERMAL BREAK AT RETURN WALL T.O. RETURN WALL EL.+835'-1 1/2" T.O. RETURN WALL EL.+835'-1 1/2" Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 STRUCTURAL DIAGRAM AS NOTED S103 8 7 6 5 4 3 2 11.5 SCALE:3/16" = 1'-0" EAST WALL ELEVATION1 B C DBBBBB E C D EBBBBB BCDEBBBBB T.O. FOOTING EL.+823-'7" T.O. CONC WALL EAST EL.+833-'10-1/2" T.O. FOOTER EL.+823'-7"T.O. CURB EL.+824-'6" T.O. FOOTER EL.+820'-0"3'-7"T.O. WALL EL.+831-'6 1/2" T.O. WALL EL.+835-'1 7/8" 12 1 12 1 12 1 T.O. CONC WALL EL.+833-'9 1/2" LINE OF CONC SERVICE RAMP (DASHED) 2 A800 T.O. SLAB SCALE:3/16" = 1'-0" NORTH WALL ELEVATION ON GRIDLINE 82 SCALE:3/16" = 1'-0" NORTH WALL ELEVATION - SERVICE RAMP SOUTH3 LINE OF RETURN WALL BEYOND LINE OF RETURN WALL BEYOND T.O. WALL EL.+831-'6 1/2"3'-7"1'-8 1/2"6"T.O. FOOTER EL.+820'-0" T.O. CURB EL.+824-'6" T.O. FOOTER EL.+823'-7" T.O. FOOTER EL.+823'-7" SCALE:3/16" = 1'-0" SOUTH WALL ELEVATION ON GRIDLINE 24 T.O. CONC WALL EAST EL.+833-'9 1/2" T.O. WALL EL.+834'-1 7/8" T.O. CURB EL.+824'-6" BCDEBBBBB SCALE:3/16" = 1'-0" SOUTH WALL ELEVATION ON GRIDLINE 1.55 C B T.O. FOOTER EL.+823'-7" T.O. WALL EL.+830'-7 1/2" T.O. WALL EL.+830'-7 1/2" STAIR OP'G T.O. FOOTER EL.+823'-7" LINE OF CONC STAIR (DASHED) T.O. CURB EL.+824'-6" LINE OF SLAB AND FROST WALL BEYOND (DASHED) SCALE:3/16" = 1'-0" SOUTH WALL ELEVATION ON GRIDLINE 16 T.O. FOOTER EL.+820'-0" T.O. FOOTER EL.+820'-0" T.O. WALL EL.+830'-7 1/2" 72'-0 5/8" SCALE:NTS KEY PLAN7 CONC PILASTER-TYP 17'-6 5/8"8'-6"25'-5" 14'-0 1/8"9'-1 7/8"11'-4"9'-2"37'-8" 12'-5 1/2"9'-7 3/4" T.O. SLAB T.O. WALL AT MECH EL.+833'-4 5/8" T.O. CURB EL.+824-'6" RETURN WALL BEYOND - TYPRETURN WALL BEYOND - TYP 13'-8 3/4"30'-1 1/2" T.O. FOOTER EL.+820'-0" T.O. SLAB EL.+824'-0" 43'-2 3/8" T.O. RETURN WALL HIGH EL.+835-'1 1/2" T.O. RETURN WALL LOW EL.+831-'6 3/8" 20'-7 1/2"3'-6 1/2" 6'-9 1/2"4'-4 1/2" 2" T.O. RETURN WALL HIGH EL.+835'-1 1/2" T.O. FOOTER EL.+825'-10 3/4" T.O. RETURN WALL LOW EL.+831-'6 3/8" 43'-2 3/8" RETURN WALL BEYOND - TYP FD FD FE FE 11'-0"12'-3 1/2"156'-5"B C D BB BBB 7'-6 1/2"3'-2"E 4'-11"1 2 3 4 5 6 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 CONCRETE WALL ELEVATIONS AS NOTED S104 STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA CHANGING FD FD FD FD FD FD FD FD BATHROOM 2BATHROOM 1 BATHROOM 3 FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL MECH WELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA CHANGING SCALE: 3/16" = 1'-0" GROUND FLOOR ELECTRICAL POWER PLAN1 DUPLEX RECEPTACLE TYPE QUAD RECEPTACLE FLOOR MTD. RECEPTACLE DEDICATED OUTLETTYPE SWTICH-CONTROLLED DATA W/W WH RFRFFRZ GFCIMAIN ELECTRICAL PANEL FRZFRZGFCIGFCIGFCIDF DRYERHPWH Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELECTRICAL POWER PLAN AS NOTED E001N STORAGE/ JANITORIAL PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 3 WALK-IN COOLER FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING OFFICE STAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS CHANGINGCHANGING BATHROOMBATHROOM WC VESTIBULE SCALE: 3/16" = 1'-0" GROUND FLOOR ELECTRICAL POWER PLAN1 PENDANT/SRF-MTD WALL-MTD LIGHT RECESSED LIGHT TRACK W/ HEAD HAWRDWIRED SMOKE/CO DETECTOR - SEE A20 0 FOR SPEC WALL-MTD UPLIGHT SWITCH TYPE TTHERMOSTAT DIMMER SWITCHTYPE TIMER SWITCH MOTION SWITCH ILLUM. EXIT SIGN AND EMERGENCY LIGHT - SEE A200 FOR SPEC NL NIGHT LIGHT SD NL NL NL NL NL NL NL NL NL NL NL NL F4F4 F4 F4 F4 F4 F1 F4 F4 F4 F4 F1 F5 F5 F5 F5 F5 SDSDSDSD SD SD SD SD SD SD SD SD FC FC FCFC FC FC FC FC FC FC FC B B BB B B BB B B B B B BB B B B B A A A A A A A A AA A A C1C1C1 C1C1 C1 A A A B C2 C2 C2 B B B F1 F4 B A A 7'-0" 7'-0" B E G GTT TTTTFC TTTMAIN FIRE ALARM PANEL LIGHTING WIRE THERMOSTAT CONTROL WIRE SMOKE/CO DETECTOR WIRE C1 C1 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELECTRICAL SWITCHING PLAN AS NOTED E002N K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD FD FD FD FD FD FD FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054JAMESTOWNC_LAVATORYVITREOUS CHINA SCALE: 3/16" = 1'-0" GROUND FLOOR PLUMBING WASTE PLAN1 SCALE: NTS PLUMBING RISER DIAGRAM2 TO SITE SEPTIC SYSTEMC.O.9 C.O. 2 C.O. 1 C.O. 6 C.O. 5 WCWC WC WC WC WC WC 6" MAIN BUILDING DRAIN GREASE INTERCEPTOR WITH RISER AND WASTEWATER SAMPLING PORT LAVLAV HAND SINK PREP SINK - FLOOR SINK BELOW MOP SINK LAV DRINKING FOUNTAIN SHOWER SHOWER SHOWER LAV 3-CPMT SINK - SEE NOTE 4 3-CPMT SINK WAREWASHER STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE STAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS CHANGING BATHROOM 2BATHROOM 1BATHROOM 3C.O. 3 3 1 2 5 4 7 8 9 6 CWS FROM WELL6'-0"SEPARATIONMINSEE 1/P002 FOR HWS AND CWS PIPING PLAN C.O. 7 NOTE: ALL BELOW-GRADE SUPPLY AND WASTE PIPING TO BE BURIED 48" MIN BELOW GRADE FLOOR SINK FLOOR SINK NOTE: ALL TEACHING/PRODUCTION KITCHEN WASTE TO RUN THROUGH SEPARATE DRAIN LINE TO ACCESSIBLE GREASE INTERCEPTOR. PROVIDE SEPARATE CLEANOUT. ALL FLOOR DRAINS IN KITCHENS TO BE WITHOUT BACKWATER VALVES. C.O. C.O. C.O. 8 C.O. 9 3" BUILDING TRAP AIR INLET W/ BIRD SCREEN C.O. 4 PLUMBING WASTE NOTES: 1. ALL CLEANOUTS TO BE OF FLUSH FLOOR-MOUNTED TYPE U.O.N. 2. ALL VENT-ONLY PIPES TO SLOPE AT 1/8" IN 12". ALL COMBINATION WASTE-VENT PIPES TO SLOPE AT 1/2" IN 12". 3. PROVIDE 3/4" Ø CONDENSATE DRAIN BRANCH LINES AND 1-1/4" MAIN LINES. CONDENSATE LINES TO SLOPE 1/8" IN 12" AND SHALL DRAIN TO FLOOR SINKS WITH AIR GAP - SEE PLBG PLANS. 4. PROVIDE CONDENSATE PUMP AT EA FAN COIL UNIT - SEE MECH SPECS . 5. ALL THREE-COMPARTMENT SINKS, PREP SINKS, AND WAREWASHERS SHALL INDIRECT DRAIN WITHOUT TRAPS OR VENTS TO FLOOR SINK. 6. ALL BELOW-GRADE SUPPLY AND WASTE PIPING TO BE BURIED 48" MIN BELOW GRADE. BUILDING TRAP LAV FC FC FC FC FC CONDENSATE LINE IN CLG CONDENSATE LINE AT FLOOR LEVEL SCALE: PLUMBING FIXTURE SCHEDULE3 FC FC FC FC FC GROUND FLOOR LAVATORY BATH 1 LAVATORY CURBLESS SHOWER W/ LINEAR DRAIN BATH 3 TROUGH SINK (3 FAUCETS) TEACHING KITCHEN/CLASSRM MOP SINK JANITORIAL LAVHAND SINK BI-LEVEL DRINKING FOUNTAINPREP SINK*3-CPMT SINK* WAREWASHER* FRUIT PRESS ROOM LAVATORY FD2 STAFF WC 4 3-CPMT SINK* FD3 6" MAIN BUILDING DRAIN 3" VENT STACK - VENT THRU ROOF BUILDING TRAP BATH 2 SEPTIC HOLDING TANK GRADE 2" WASTE 2" WASTE 6" WASTE 4" WASTE 2" WASTE 4" WASTE 2" WASTE 2" WASTE 2" WASTE 2" WASTE 2" WASTE2" WASTE 2" WASTE 2" WASTE 4" WASTE 2" WASTE 4" WASTE 2" WASTE 4" WASTE 2" WASTE CURBLESS SHOWER W/ LINEAR DRAIN FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET CURBLESS SHOWER W/ LINEAR DRAIN TO SEPTIC FIELDSEPTIC DISTRIBUTION BOX 3" VENT STACK - VENT THRU ROOF VENT TO EXTEND 7'-0" MIN ABOVE ROOF LEVEL 3" WASTE ACCESSIBLE GREASE INTERCEPTOR: SCHIER GB-75 75-GPM INTERCEPTOR WITH SV-10 SAMPLING PORT AND FCR2 RISER. NOTE: ALL TEACHING/PRODUCTION KITCHEN WASTE TO RUN THROUGH SEPARATE DRAIN LINE TO ACCESSIBLE GREASE INTERCEPTOR. PROVIDE SEPARATE CLEANOUT. ALL FLOOR DRAINS IN KITCHENS TO BE WITHOUT BACKWATER VALVES. C.O. 1 C.O. 2 C.O. 5 FD1 FD4 FD5 FD6 FD7 FD8 FD9 C.O. 3 2" WASTE C.O. 6 C.O. 7 PROCESSING 6" MAIN BUILDING DRAIN 4" WASTE 2" WASTE FLOOR SINK * NOTE: ALL THREE-COMPARTMENT SINKS, PREP SINKS, AND WAREWASHERS SHALL INDIRECT DRAIN WITHOUT TRAPS OR VENTS TO FLOOR SINK FLOOR SINK DEDICATED GREASE INTERCEPTOR VENT C.O. 4 RISER BY INTERCEPTOR MFR 3" BUILDING TRAP FRESH AIR INLET 48" MIN2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENTFLOOR SINK2" VENT1-1/2" BRANCH VENT 1-1/2" VENT2" VENT1-1/2" VENT2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT2" VENT2" BRANCH VENT 2" VENT2" VENT2" VENT2" VENT1-1/2" VENT2-1/2" BRANCH VENT C.O. 9 C.O. 9 EXTERIOR WALL SEE 1/P003 FOR VENTING PLAN CLEANOUTS 2-1/2" BRANCH VENT 1-1/2" VENT1-1/2" VENT1-1/2" VENT2-1/2" BRANCH VENT2-1/2" BRANCH VENT 1-1/2" VENT2" VENTFCFCFCFCFC FC FC OFFICE FAN COIL UNIT 3/4" CONDENSATE BRANCH DRAIN LINE - TYP CLG-MTD FAN COIL UNIT - TYP OF (4) FC FC FC FC STAFF LOUNGE FAN COIL UNIT 6" WASTE 2" VENTVESTIBULE FC C.O. 8 NOTE: SEE EQUIPMENT PLAN AND SCHEDULE ON SHEET A120 FOR KITCHEN AND PROCESSING PLUMBING FIXTURES Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PLUMBING WASTE PLAN AND RISER DIAGRAM AS NOTED P001N ELECTR. PANELK-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD FD FD FD FD FD FD FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054JAMESTOWNC_LAVATORYVITREOUS CHINA SCALE: 3/16" = 1'-0" GROUND FLOOR PLUMBING CWS/HWS PLAN1 HOSE BIBB 3/4" CWS FROM WELLWH-2: RHEEM HPLD80-1RH MODEL 701443 85-GAL HYBRID ELECTRIC HEAT PUMP HOT WATER HEATER. ROUTE INLET AND OUTLET DUCTS TO KITCHEN HOSE BIBB HOSE BIBB-TYP OF (3) - SEE NOTE 3. WCWC WC WC WC WC WC LAVLAV HAND SINK PREP SINK MOP SINK LAV SHOWER SHOWER SHOWER LAV 3-CPMT SINK 3-CPMT SINK WAREWASHER CWS LINE HWS LINE PRESSURE TANK PIPE-MTD THERMAL EXPANSION TANK FOR HOT WATER HEATER LOCATE HWS AND CWS SUPPLY PIPING IN INSULATED FURRED WALL - TYP REVERSE OSMOSIS SYSTEM PLUMBING CW HW SUPPLY NOTES: 1. PROVIDE INSULATION ON ALL TEMPERED, HOT WATER SUPPLY LINES AND RECIRCULATION LINES PER CODE, AND ON METALLIC CONCEALED CWS PIPING PER CODE. 2. ALL FIXTURES TO CONFORM TO FOLLOWING WATER USAGE LIMITS: - TOILETS: 1.28 GPF - LAVATORIES: 0.5 GPM - SHOWERS: 1.5 GPM - ALL FIXTURES TO BE EPA WATERSENSE U.O.N. 3. ALL HOSE BIBBS TO BE OF LEAD-FREE FROST-PROOF TYPE. HOSE BIBB BARREL SHALL BE WITHIN WALL CAVITY. VALVE SHALL BE ACCESSIBLE IN WALL VIA ACCESS PANEL. 4. ALL CLEANOUTS TO BE OF FLUSH FLOOR-MOUNTED TYPE U.O.N. 5. CWS MAIN SUPPLY LINE TO BE 3/4" Ø. ALL CWS AND HWS DISTRIBUTION LINES WITHIN BUILDING TO BE 1/2" Ø U.O.N. WH-3: STIEBEL ELTRON TEMPRA 20 TREND SELF-MODULATING 1.2 KW 3.0 GPM COMPACT RESIDENTIAL ELECTRIC TANKLESS WATER HEATER WH-1 WH-2 WH-3WH-1: RHEEM ELD40-TB 40-GAL ER 208V AC 4.5 KW WATER HEATER PLUMBING MANIFOLD LAV DRINKING FOUNTAIN Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WATER SUPPLY PLAN AS NOTED P002N ELECTR. PANELK-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD FD FD FD FD FD FD FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054JAMESTOWNC_LAVATORYVITREOUS CHINA SCALE: 3/16" = 1'-0" GROUND FLOOR PLUMBING VENTING PLAN1 WCWC WC WC WC WC WC PRIMARY BUILDING VENT STACK THRU ROOF LAVLAV LAV HAND SINK PREP SINK - FLOOR SINK BELOW MOP SINK LAV DRINKING FOUNTAIN SHOWER SHOWER SHOWER LAV WAREWASHER VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE STAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS CHANGING BATHROOM 2BATHROOM 1BATHROOM 33 1 2 5 4 7 8 9 62-1/2" MAIN HORIZONTALVENT BRANCHSTORAGE/ JANITORIAL10'-9"23'-11 1/4"17 ' - 7 3 / 4 " 31'-6 1/4"25'-0 1/2" 3" VENT THRU ROOF 3-CPMT SINKFLOOR SINK 15'-2 3/4"NOTE: HATCHING INDICATES DROPPED CEILING/SOFFIT ABOVE - SEE REFLECTED CEILING PLAN 1/A200. ALL VENTS TO RUN BELOW LEVEL OF ROOF STRUCTURE U.O.N. 2-1/2" HORIZONTAL BRANCH VENT2-1/2" HORIZONTAL BRANCH VENT FLOOR DRAIN VENT CONNECTION - TYP 2- 1 / 2 " H O R I Z O N T A L B R A N C H V E N T 2" HOR BRANCH VENT2" HORIZONTAL BRANCH VENT TIE GREASE INTERCEPTOR VENT INTO MAIN VENT MANIFOLD PLUMBING VENTING NOTES: 1. ALL VENT-ONLY PIPES TO SLOPE AT 1/8" IN 12". ALL COMBINATION WASTE-VENT PIPES TO SLOPE AT 1/2" IN 12". 2. ALL THREE-COMPARTMENT SINKS, PREP SINKS, AND DISHWASHERS TO DRAIN TO FLOOR SINKS PER PLAN - PROVIDE AIR GAP AT WASTE PIPE - TYP. 3. ALL VENTS ORIGINATING BELOW SLAB LEVEL SHALL BE 2" Ø MINIMUM AND SHALL NOT BE REDUCED IN DIAMETER ALONG THEIR ENTIRE 4. ALL VENTS SHALL CONNECT TO VENT MAIN AT LEAST 3' ABOVE FLOOD RIM OF EACH FIXTURE. FOR VENTS SERVING MULTIPLE FIXTURES, THE CONNECTION SHALL OCCUT ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE. 3-CPMT SINKFLOOR SINK Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PLUMBING VENTING PLAN AS NOTED P003N TC T S O C N EXHAUST GRILLE RETURN GRILLE SUPPLY DIFFUSER VOLUME DAMPER FIRE DAMPER CONTROL DAMPER LEGEND CONNECT TO EXISTING TIME CLOCK DEMOLISHED EXISTING TO REMAIN THERMOSTAT ROOM SENSOR FLEX DUCT OCCUPANCY SENSOR CARBON DIOXIDE SENSOR NITROGEN DIOXIDE/CARBON MONOXIDE SENSOR MECHANICAL SPECIFICATIONS CLASSROOM OFFICE PROCESSING 2 WALK-IN COOLER STAFF WC 4 PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE STAFF LOUNGESTAFF HALLWAYSTAFF CL2-WAY PANTRYTEACHING KITCHEN PRODUCTION KITCHEN STORAGE/JANITORIAL MECH. BATHROOM 3 VESTIBULE CHANGING CHANGING BATHROOMS BATHROOM 2BATHROOM 1 PANTRY OREQUIPMENT CL3 M-101 12"ø 12"ø 20"x10"10' - 0"FC-1 HP-2 FC-1 HP-1 FC-1 HP-2 FC-1 HP-1 FC-2 HP-1 FC-3 HP-2 FC-2 HP-1 FC-4 HP-2 FC-4 HP-2 FC-4 HP-2 FC-5 HP-3 FC-5 HP-3 HP-1 HP-2 HP-3 ERV-1 10"ø 6"ø 6"ø 6"ø 6"ø 10"ø 10"ø 4"ø 5"ø 5"ø 6"ø8"ø 6"ø 6"ø 6"ø 10"ø 8"ø TO MAU-1 REFER TO 2/M-101 EH-1 EH-1EH-1 A 60 A 60 A 60 A 60 A 60 A 30 A 40 5"ø A 15 B 55 B 55 PROVIDE ACCESS PANEL, COORDINATE WITH ARCHITECT. C 535 10"x10" 12"x8" A 100 A 20 A 30 4"ø 4"ø C 535 B 30 B 50 B 70 B 70 D 200 EH-2 E E 3' - 9"1' - 5" H-1 F 1,080 36"x12" TRANSFER GRILL 12"ø 12"ø EF-1 PROVIDE FIRE RATED DUCT WRAP INSULATION 26"x8"26"x8"CONNECT TO EXHAUST HOOD COORDINATE LOCATION WITH WALK-IN COOLER PRIOR TO ROUGH IN COORDINATE DUCT WITH OVERHEAD DOOR TRACK DUCT IN SOFFIT MINIMUM 7'-3" AFF 5"ø 6"ø 12"ø 6"ø DH-1 MAU-1 CU-1 FROM BELOW, REFER TO 1/M-101 FINISH FLOOR LEVEL 824' -0" B.O. ROOF 831' -0" D T.O. ROOF 836' -9" T.O.G. 832' -6 3/4" FINISH FLOOR LEVEL 824' -0" T.O. ROOF 837' -0" H-1 SKY LIGHT 2' - 9"26"x8"7' - 1"RANGE (50.71 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (47.79 kBtu/h) (12.83 / 9.11 kBtu/h) (12.83 / 9.11 kBtu/h) (12.80 / 9.04 kBtu/h) (12.80 / 9.04 kBtu/h) ARUB060GSS4 Additional Refrigerant : 6.94 lbs (Precharged Refrigerant : 7.72 lbs) PRHR033A3/8:5/8:3/4 23.0 ft(0)3 1 ARBLN016213/8:5/8 12.0 ft(0) ARNU153TQD41/4:1/2 11.0 ft(0)CLASSROOM ARNU153TQD41/4:1/2 19.0 ft(0)CLASSROOM ARNU153SJS41/4:1/2 44.0 ft(0)VESTIBULE ARNU153SJS41/4:1/2 57.0 ft(0)PROCESSING 1 HP-1 (50.71 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (10.90 kBtu/h) (6.10 kBtu/h) (6.10 kBtu/h) (6.10 kBtu/h) (47.37 kBtu/h) (12.83 / 9.11 kBtu/h) (12.83 / 9.11 kBtu/h) (7.99 / 5.91 kBtu/h) (4.58 / 3.90 kBtu/h) (4.58 / 3.90 kBtu/h) (4.58 / 3.90 kBtu/h) ARUB060GSS4 Additional Refrigerant : 9.55 lbs (Precharged Refrigerant : 7.72 lbs) PRHR063A3/8:5/8:3/4 29.0 ft(0)6 1 ARBLN016213/8:5/8 6.0 ft(0) ARNU153TQD41/4:1/2 22.0 ft(0)CLASSROOM ARNU153TQD41/4:1/2 14.0 ft(0)CLASSROOM ARNU093SJS41/4:1/2 22.0 ft(0)PROCESSING 2 ARNU053SJS41/4:1/2 13.0 ft(0)OFFICE ARNU053SJS41/4:1/2 25.0 ft(0)STAFF LOUNGE ARNU053SJS41/4:1/2 65.0 ft(0)BATHROOM 3 SPARE PORT HP-2 (50.71 kBtu/h) (32.00 kBtu/h) (32.00 kBtu/h) (49.00 kBtu/h) (24.99 / 17.76 kBtu/h) (24.99 / 17.76 kBtu/h) ARUN060GSS4 Additional Refrigerant : 4.36 lbs (Precharged Refrigerant : 7.72 lbs) ARBLN016213/8:3/4 20.0 ft(0) ARNU303SRA43/8:5/8 10.0 ft(0)PRODUCTION KITCHEN ARNU303SRA43/8:5/8 27.0 ft(0)PRODUCTION KITCHEN HP-3 Town of Ithaca September 3, 2024 ZBAA-24-8 Zoning Board of Appeals Area Variance Application Status: Active Submitted On: 4/12/2024 Primary Location 144 Coy Glen Rd Unit Erin & Scott D'Vileskis Ithaca, NY 14850 Owner Erin & Scott D'Vileskis 9 512 Primrose View Ct Gaithersburg, MD 20882 Applicant Scott D'Vileskis 607-273-7048 sdvileskis@gmail.com 144 Coy Glen Rd Ithaca, NY 14850 Internal Only-Review Tax Parcel No. 31.-1-3.12 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? No Type of Variance Area Variance Appearance Date for Variance 9/10/24 Variance Code Language ZBAA-24-8 Appeal of Sco D’Vileskis; owners of 144 Coy Glen Rd., Ithaca, NY, 14850; is seeking relief from Town of Ithaca Code secons 270-219.7D and 270-219.7B. Town of Ithaca Code secon 270-219.7D requires the dwelling unit be the principal residence of at least one of the property owners to be eligible for an short term rental operang permit and the Town of Ithaca Code secon 270-219B requires the owners of the property to reside in thedwelling for at least 185 days per year to be considered a principal residence, where the owners do not meet the criteria found in Town of Ithaca Code secons 270-219B or 270-219D and are not eligible for a un-hosted short term rental operang permit The current property is located in the Conservaon Zone, Tax Parcel No. 31.-1-3.12. Variance Code Section 270-219.7B and 270-219D Internal Tasks to be Completed Meeting Result (First Appearance) Adjourned Meeting Result (Second Appearance) – Is Applicant Ready to Re-Appear? Yes Additional Meeting is Additional Meeting with Public Hearing Deadline for Hearing Notice to Journal 9/12/24 Noon Public Hearing Notice Was Sent 08/30/2024 Neighbor Notification Letters Were Sent 08/30/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members – Historical Only Address affiliated with request Status Applicant's Information Applicant is* Property Owner Is the primary point of contact for application different than the applicant?* No Description Brief Description of Variance Request* Exemption from principal residence requirements of 270-219.7D(1) - short term rental permit Area Variance Criteria Form 1. Will an undesirable change be produced in the character of the neighborhood or be a detriment to nearby properties?* No Reasons: We have been short-term renting this properly, seasonally (Typically Weekends between May-September), for the last 7 years, and are pretty selective in the reservations we accept, and have great relationships with our immediate neighbors and community (some are/were STR hosts in various places). We are set back from the road a significant amout, have a long driveway to accomodate parking, topographic features that isolate us from the street/neighbors. Most neighbors had no idea we were doing STR for several years until we disclosed at our community picnic. (we have rented to our neighbor's families, visitors, and hosted families visiting LACS on several occasions) 2. Can the benefit sought by the applicant be achieved by a feasible alternative to the variance?* No Reasons: We use this property primarily between September and April, often visiting dozens of times a year, so long term rental is not feasible. Additionally, to maintain the rest of the 38 acre property in the spirit of conservation (invasive weed/invasive tree abatement, etc) we spend a great deal of time managing the property. 3. Is the requested variance substantial?* No Reasons: The short term rental law exempts lakefront property because of the seasonal nature of visitors. Visitors of/Guests to our property do not want to stay on the lake, they want a secluded house in the woods for their family gatherings and reunions, for our private hiking, for proximity to area parks and falls, restaurants, winerys, etc. 4. Would the variance have an adverse impact on the physical or environmental conditions in the neighborhood?* No Reasons: On the contrary, by renting our property short term, the income goes to BETTER maintain the ecological environment of our property by managing plantings, invasive weed/invasive tree abatement. Additionally, by having the property mostly vacant during the winter (aside from our frequent visits), we are able and happy to participate in the Town's and Cornell's deer management programs. 5. Is the alleged difficulty self-created?* No Reasons: The town law restricting short term rentals was short sighted in several areas; It is our belief that large, secluded properties like ours (including properties zoned conservation, agriculture) should have been exempted/treated analogous to lakefront zoned property, since folks visiting our property are visiting FOR the aformentioned reasons (secluded in the woods, on-site hiking, nearby winery tours, proximity to downtown and area schools). We believe that the restrictions create an alleged difficulty FOR the town/county as we are no longer able to draw tourists to the area, collect hotel taxes, indirectly draw money to local businesses via our guests, and directly return money to local individuals and businesses for cleaning, landscaping, and other related expenses. Affidavit The UNDERSIGNED respectfully submit this application requesting an appearance before the Zoning Board of Appeals. By filing this application, I grant permission for members of The Town of Ithaca Zoning Board of Appeals or Town staff to enter my property for any inspection(s) necessary that are in connection with my application. I acknowledge, that completed applications are scheduled on a first-come first-serve basis and that all documents ideally be submitted forty-five (45) days advance of the proposed meeting date, together with the required application fee. Failure to do so may result in a delay in my hearing. Digital Signature* Scott D'Vileskis Apr 12, 2024 Meeting Date 09/10/2024 PAYMENT INFORMATION After submission, Code Department Administration will review the application and materials provided. After review, and email with instructions for paying the fee online with credit card or E-check will be sent to the applicant. If it is preferred to pay by check, cash or money order: *Mail to Code Enforcement, Town Hall 215 N. Tioga St, Ithaca, NY 14850 *Drop off during business hours to Town Hall M-F 8-4 *Place in locked box next to the door on the Buffalo St side of Town Hall Attachments Published Hearing Notice ZBA 5.28.24 Meeting.pdf Uploaded by Lori Kofoid on May 21, 2024 at 9:40 AM ZBA Minutes 2024-05-28.pdf Uploaded by Town Clerks on Jun 21, 2024 at 10:18 AM Published Hearing Notice ZBA 5.28.24 Meeting.pdf ZBA Minutes 2024-05-28.pdf Scott D'Vileskis <sdvileskis@gmail.com> 144 Coy Glen Rd - Short-Term Rental Application Chris Torres <ctorres@town.ithaca.ny.us>Tue, Sep 26, 2023 at 2:22 PM To: "sdvileskis@gmail.com" <sdvileskis@gmail.com> Good afternoon, After reviewing your application, it appears that at this time our office would be unable to issue an operating permit for short-term rental use per Town of Ithaca Code sections §270-219.7D(1) and §270-219.7B(4). Town of Ithaca Code section §270-219.7D(1) states the following: Except in the Lakefront Residential Zone, short-term rental uses may occur only in a dwelling unit that is the principal residence of at least one of the property owners, in another dwelling unit on the same tax parcel as the principal residence, or in a dwelling unit on no more than one adjacent tax parcel that is owned by the same owner(s). No other owner(s), collectively or individually, shall own a larger percentage of the tax parcel(s) than the owner-occupant(s) who reside in the principal residence for a minimum of 185 days per year. [Amended 1-23-2023 by L.L. No. 2-2023] Town of Ithaca Code section §270-219.7B(4) states the following: For the purposes of this § 270-219.7, for a dwelling unit to be considered an owner's or proprietary lease holder's principal residence, the owner or proprietary lease holder must reside in the dwelling unit for a minimum of 185 days per year. For trusts, principal residence requirements are met if all of the criteria in Subsection E(1)(b)[2] are met. Based on the information provided on your application, it appears that 144 Coy Glen Rd., Ithaca, NY is not your principal residence and is located in a Conservation Zone which would make your application ineligible to receive an operating permit for short-term rental use without a variance being granted from the Zoning Board of Appeals. You do have the right and ability to submit an area variance application and appear in front of the Zoning Board of Appeals to seek relief from the previously mentioned Town of Ithaca Code sections. An application can be submitted by utilizing the following link, https://ithacany.portal. opengov.com/categories/1084/record-types/6461.. For information on when Zoning Board of Appeals meets and the associated deadlines for their meetings, please call 607-273-1783. The purpose of Conservation Zones in the Town of Ithaca can be found in section §270-10 in Town of Ithaca Code. Best, Chris Christopher Torres Code Safety Inspector Town of Ithaca 215 N. Tioga St. Ithaca, NY 14850 Phone: 607-273-1783 www.town.ithaca.ny.us 1 Lori Kofoid From:Marty Moseley <MMoseley@townithacany.gov> Sent:Wednesday, September 25, 2024 7:54 AM To:Lori Kofoid Subject:FW: Please consider rehearing ZBAA-24-8 re: STR occupancy requirement Follow Up Flag:Follow up Flag Status:Flagged Lori, Please place this on the ZBA agenda for October 22, 2024. Thanks, Marty From: Town Of Ithaca Clerks Department <clerks@townithacany.gov> Sent: Tuesday, September 24, 2024 8:07 PM To: Marty Moseley <MMoseley@townithacany.gov> Subject: FW: Please consider rehearing ZBAA-24-8 re: STR occupancy requirement From: Scott D'Vileskis <sdvileskis@gmail.com> Sent: Tuesday, September 24, 2024 7:16 PM To: Paulette Rosa <PRosa@townithacany.gov>; Town Of Ithaca Clerks Department <clerks@townithacany.gov> Subject: Please consider rehearing ZBAA-24-8 re: STR occupancy requirement **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Paulette, Please forward to the zoning board of appeals members if you are able to do so. Dear Zoning Board of Appeals Members, I write this letter to urge the board to consider reviewing and re-hearing our case.  ZBA Members did not seem to read our actual appeal letter supplied Mid-August (144-coy-glen- rd-adjournment-addendum.pdf) and continued to cite the original submission with the wrong scope/audience. The reason we adjourned the first meeting was so that we could reframe our case as it pertains to the unique needs of the property and how it runs with the land, not just as a reflection of us as STR hosts.  I did not get to finish making my statement and fully address the financial burden of this property and benefits of allowing the variance as it pertains to the 5 area variance factors. In our case, we feel strongly that the environmental effects of allowing the variance actually benefit the community, and the board is permitted to consider benefits in addition to possible detriments. 2  ZBA Members did not visit the property; One did report that they drove by the street; Marty did visit the site and had photos/videos to showcase the property's uniqueness and isolation, but the board was not interested in seeing them. The primary premise of this variance is that our unique 38 acre property is significantly isolated from the rest of the community/neighborhood  A neighbor with a property not-posted for trespassing reported an instance of a lost hiker that admittedly may not have even been related to a short term rental (and likely wasn't), yet this was treated as a factual complaint - lost hikers come out of the woods from neighboring properties regularly; this is not a reflection or effect of allowing STR during a few summer months, and it's likely that this could continue regardless of how the property is used.  Conservation/Ag-zoned properties were initially exempted from parts of the STR law for a reason (large, isolated properties with unique uses); It's not clear from reviewing the STR discussions and public comments how/when this changed, only that it happened very late in the process without any notification or public comment from those of us actually in Conservation/Ag zones. Most of the public comment and correspondence seemed to be an echo chamber of feedback between Renwick Heights and the Lakefront community. Ironically, Lakefront properties are as unique as Conservation/Ag zones. The owner occupancy requirement for lakefront properties was waived to preserve access to the lake by the public (short term renters) and because lakefront properties "have extra upkeep and expenses" among other financial reasons. Likewise, this is very similar to the arguments I was not afforded the time to make, with folks visiting our forest property BECAUSE of the natural features and additional upkeep of the property is an extra financial burden of this type of property, aligning with the nature and usage of lakefront properties. We feel strongly that process mistakes were made by the zoning board in hearing our case. I strongly urge you review the appeal docs from ZBA-2024-8 and consider a motion to rehear the case. Respectfully, Scott D'Vileskis 1 Lori Kofoid From:Marty Moseley <MMoseley@townithacany.gov> Sent:Wednesday, September 25, 2024 7:54 AM To:Lori Kofoid Subject:FW: Please consider rehearing ZBAA-24-8 re: STR occupancy requirement Follow Up Flag:Follow up Flag Status:Flagged Lori, Please place this on the ZBA agenda for October 22, 2024. Thanks, Marty From: Town Of Ithaca Clerks Department <clerks@townithacany.gov> Sent: Tuesday, September 24, 2024 8:07 PM To: Marty Moseley <MMoseley@townithacany.gov> Subject: FW: Please consider rehearing ZBAA-24-8 re: STR occupancy requirement From: Scott D'Vileskis <sdvileskis@gmail.com> Sent: Tuesday, September 24, 2024 7:16 PM To: Paulette Rosa <PRosa@townithacany.gov>; Town Of Ithaca Clerks Department <clerks@townithacany.gov> Subject: Please consider rehearing ZBAA-24-8 re: STR occupancy requirement **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Paulette, Please forward to the zoning board of appeals members if you are able to do so. Dear Zoning Board of Appeals Members, I write this letter to urge the board to consider reviewing and re-hearing our case.  ZBA Members did not seem to read our actual appeal letter supplied Mid-August (144-coy-glen- rd-adjournment-addendum.pdf) and continued to cite the original submission with the wrong scope/audience. The reason we adjourned the first meeting was so that we could reframe our case as it pertains to the unique needs of the property and how it runs with the land, not just as a reflection of us as STR hosts.  I did not get to finish making my statement and fully address the financial burden of this property and benefits of allowing the variance as it pertains to the 5 area variance factors. In our case, we feel strongly that the environmental effects of allowing the variance actually benefit the community, and the board is permitted to consider benefits in addition to possible detriments. 2  ZBA Members did not visit the property; One did report that they drove by the street; Marty did visit the site and had photos/videos to showcase the property's uniqueness and isolation, but the board was not interested in seeing them. The primary premise of this variance is that our unique 38 acre property is significantly isolated from the rest of the community/neighborhood  A neighbor with a property not-posted for trespassing reported an instance of a lost hiker that admittedly may not have even been related to a short term rental (and likely wasn't), yet this was treated as a factual complaint - lost hikers come out of the woods from neighboring properties regularly; this is not a reflection or effect of allowing STR during a few summer months, and it's likely that this could continue regardless of how the property is used.  Conservation/Ag-zoned properties were initially exempted from parts of the STR law for a reason (large, isolated properties with unique uses); It's not clear from reviewing the STR discussions and public comments how/when this changed, only that it happened very late in the process without any notification or public comment from those of us actually in Conservation/Ag zones. Most of the public comment and correspondence seemed to be an echo chamber of feedback between Renwick Heights and the Lakefront community. Ironically, Lakefront properties are as unique as Conservation/Ag zones. The owner occupancy requirement for lakefront properties was waived to preserve access to the lake by the public (short term renters) and because lakefront properties "have extra upkeep and expenses" among other financial reasons. Likewise, this is very similar to the arguments I was not afforded the time to make, with folks visiting our forest property BECAUSE of the natural features and additional upkeep of the property is an extra financial burden of this type of property, aligning with the nature and usage of lakefront properties. We feel strongly that process mistakes were made by the zoning board in hearing our case. I strongly urge you review the appeal docs from ZBA-2024-8 and consider a motion to rehear the case. Respectfully, Scott D'Vileskis 15-August-2024 Town of Ithaca - Zoning Board of Appeals Re: ZBA-24-8 - 2nd meeting Addendum – 144 Coy Glen Rd Introduction / Benefits Sought: We first want to thank the zoning board of appeals and any others that take the time to review this addendum for our ZBA variance and provide thoughtful replies. We are seeking relief from one clause of 270-219.7D(1) – the Short Term Rental occupancy requirement that restricts our ability to obtain a short term rental operating permit; and as outlined below, we believe this variance will have no adverse impact on the neighborhood. The 2021 short term rental zoning law that was passed significantly impacts, a) the enjoyment we experience by sharing our unique, 38-acre forest property with families, alumni, and visitors from around the world; b) our ability to comfortably maintain this conservation-zoned property for the benefit of ourselves, our guests, and our neighbors; c) our ability to continue using the property off- season eight months of the year; and d) threatens our long term plans for returning to the Ithaca area in the not-so-distant future. Based on our initial meeting with the zoning board of appeals, we now understand that the details of our relationships with our neighbors, and how we, specifically, operated our property as a seasonal short term rental are not relevant to a decision on an area variance. This addendum will attempt to focus on why allowing this variance for us or any future owner is not a significant risk to the character of the surrounding neighborhood nor does it open the flood gates to a slew of additional variance applications due to the unique nature of this secluded, 38-acre property. Background: 144 Coy Glen Rd is a single family home located on a 36 acre conservation-zoned forest property. It is on the edge of a larger ~120 acre forest and borders 80 acres of Cornell Botanical Gardens’ property. Back in the 1960s-70s, the property was home to a gravel mine. The way the land was mined and graded decades ago includes many large gravel berms that isolate it from neighbors and other properties, creating an significant buffer from noise and appearance. These features also mean the house is not visible from Coy Glen Road because you have to drive up a 500ft gravel driveway and and make a concealed turn towards the house. Our nearest neighbor on Hackberry Lane is roughly 600 ft away, over a gravel berm, and down a trail through a dense section of forest. At the house, the primary driveway can easily accommodate several cars, none visible from the road. Walking a little further up the property reveals several clearings, a barn-like out-building, and a network of 5 ponds, a relic from the gravel mining operation. From there, there are several trails through a mature forest, additional clearings, and a diverse array of flora and fauna to discover. We are both from upstate NY, both grew up in the area, went to Universities in NY state. When our parents (Gil and Ardyth) retired from Cornell in 2015 and returned to their farm in Iowa, we purchased it from them for a handful of reasons, including our sentimental connection to the house, and our love of the 38-acre property’s history, natural features, forest, and diverse wildlife. We also bought this house as part of our longer term plan for an eventual return to the area. We initially intended to long-term-rent this property as a passive investment. We found out fairly quickly that it was very difficult to find a suitable long term tenant, due to the seasonal challenges of accessing and inhabiting the property. In addition to high winter heating costs, winter access to the property is especially challenging for tenants as the 1/10 mile long, uphill, gravel driveway is not passable without a suitable vehicle and needing specialized plowing equipment (tractor). Additionally, Gil and Ardy had partnerships with Cornell Botanical Gardens and a few local colleagues that were permitted deer hunting access. Due to the importance of maintaining a healthy deer population, we are proud to have been able to maintain these relationships for the betterment of the property and community. At the advice of our local hunting manager, we even allowed the Town’s deer management program to operate on this property for several years; this program has had a difficult time finding good hosting locations due to the ‘not in my backyard’ concern about hunters (most of which use bow-and-arrow). Several perspective long term tenants were turned away by the idea having hunters on the property during winter months. We initially resorted to short term renting as a stop-gap measure, but it ended up offering a perfect balance for us to visit our family and friends in the area as well as enjoy and maintain the property, with the income generated offsetting some of the costs of ownership. We typically rented out the property about 20 weekends of the year from late May, through mid-September. It is important to note that during the 6-7 year period that we were allowed to do short term rentals, it was never a profitable enterprise. During this period of hosting, we also really began to enjoy the time and work that we put into the property and the joy of sharing this unique property with others. Our guests’ feedback has provided additional motivation to better maintain the grounds, forest, and hiking trails of this 38 acre property. Most importantly, doing STR enabled the preferential maintenance of the forest, meadows, trails, and ponds, since we had extra income to spend on property upkeep. What we learned from our guests’ feedback (many of their reviews/comments were posted in our initial ZBA submission), was that they appreciated the experience of staying together in a large home and expressed a true appreciation for the unique property that we have, including many references to nature, hiking, wildlife, ecological diversity, and most frequently mentioned, isolation/separation from the rest of the world. Annual expenses / Income summarized: During the initial meeting, and in some of the emails not in favor of this variance, some armchair math estimations and assumptions were made that our short term rentals at this property was a “highly profitible” enterprise. While there are tools available that can estimate the potential profitibility of short term rentals, none of the folks making those estimations had a enough information about the actual expenses of owning and maintaining our property to make accurate estimates of profitibility. Additionally, assumptions were made about the scalability of short term rentals for our property even though it has historically followed seasonal rental trends which do not scale out of season in the manner that was described. This artificially inflated the profit potential during the discussion. To address these concerns, we have provided a summary of the last 6 years of operating expenses. The Appendix summarizes some of our actual annual costs of ownership over the last 6 years and includes a table of additional expenses specifically related to doing STR. In short, between taxes, insurance, minimal utilities for freeze-protection, a handful of DIY repairs, and mortgage interest, the low-end annual costs to own this property, is roughly $25,000/year. Additionally, budgeting for major maintenance/replacements that extend the life of the property, including roof replacement, house/deck staining, driveway maintenance, HVAC replacement, appliances, etc., these expenses easily exceed an additional $5,000/year. These estimates do not include costs of a new mortgage for a purchase at market rates ($575,000), which would be $35K-45K/yr depending on down payment, interest, etc. In the case of a Long Term Tenant, without regular property access, we would need to outsource basic property maintenance, including brush-hogging, invasive weed abatement, clearing downed trees, etc. Our past experince reveals this would be $2,000-5000/year, with any larger operations requiring heavy equipment costing over $1000/day. If utilities were included our costs would be roughly $1000/year higher for total expenses of $36,000. A tenant paying $3000/month would just break even on minimum annual expenses, and that tenant would still be responsible for winter driveway clearing, mowing, trash, etc. Additionally, our current approach of DIY repairs on our timeline would not work well for a long term tenant, and there’s always a risk of emergency repairs being needed. In our 6-7 years of running a short term rental, we’ve spent on average an additional $11K per year on STR-related expenses (cleaning, supplies, hotel taxes, travel, outdoor labor), not including the value of the ~300 hours/yr we spend working in the house, working outside, interacting with guests, etc. Our total expenses while operating a STR jump to over $41,000 a year, not counting mortgage principle. We had been renting our property roughly 20 weekends a year and had typically grossed between $25,000 and $30,000/year, so we were still only recouping 60-75% of our total annual costs per year. STR income had offset some of our expenses, but it is far from a profitable enterprise. In the last 2 years, without being to allowed to offer Short Term Rentals, and having no prospects for 30-day rentals, our property ownership costs have been over $35,000/year to own and maintain this property (excluding our mortgage principle). For continued long term ownership, this is not sustainable. A short-term-rental investor would have to spend a significant amout of additional money (beyond the $11K/yr we spend) on a property manager to make up for the hundreds of hours of labor we spend to support short term rentals and maintain the same level of reservations. A part-time property manager for 300 hours/year @ $50/hour would easily cost the ‘investor’ an additional $15,000. Even if a STR Investor could secure an extra 33% more reservations ($40,000) it’s still far from a profitable business case for a STR investor. Factoring in the costs associated with a new mortgage to purchase the property, this property would never be attractive to a STR investor. Our Current STR Usage Long Term Rental STR “Investor” Annual Expenses (25000)(25000)(25000) Major Maint. Exp (5000)(5000)(5000) Addtl Rental Expenses (11000)(6000)(26000) Income $30000 ~20 reservations $36000 $3000/mo $40000 ~33% more Profit ($11000) loss ($0) break even ($16000) loss This property has never been a profitable STR, and will never be attractive to a STR Investor. Seasonal Nature of 144 Coy Glen Rd: Our rental ‘season’ has hisorically been Late May through mid-September, with off-season request few and far between. We have experimented with our calender settings during the first 6-7 years of rentals, expanding our availability and attempting to secure additional reservations outside of the summer months. We have determined that we’d have to drop prices too much to make it worthwhile, and allow risky, single night stays. Likewise, in addition to non-existent demand to rent this property in winter, costs to have the driveway professionally plowed started at $150/each plow. A significant enough snow storm over several days would require multiple plows, potentially leading to losses on an already reduced reservation. In short, We have determined that the rental market for our single family home is very much seasonal, with almost no demand outside of summer, very akin to the that of lakefront properties in the region. Mid-Term Rentals Considered: During the first 6-7 years of rentals, and in the last 2 years, we have also been open to reservations for stays longer than 30 days, including monthly discounts to make rentals more appealing. While we had several inquirys over the last 8 years, we’ve never had anyone seriously interested in renting mid-term. Review of the 5 factors in determining an Area Variance: a. Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby properties will be created by the granting of the area variance. Passing this occupancy variance and enabling unhosted short term rentals for 144 Coy Glen Rd will not produce any undesirable change in character of the neighborhood. As established, this property has a 500+ ft long driveway, is not visible from the road, and has no parking concerns. Additionally, gravel berms from the former mining operation offer an additional buffer against noise and visibility. It’s important to note that unhosted short term rentals had been occuring at this property for 6 years prior to the new STR regulations without detriment to nearby properties. As an aside to the character of the neighborhood topic, following a sale or rental, there’s no guarantee that a full-time family buyer or long term renter would have any interest in neighborhood community participation. Just like guests staying at this property, someone interested in living there full time may do so FOR the isolation and privacy it affords, with no intention of interacting with neighbors. It is critical for STR hosts to maintain good relationships with neighbors. Neighbors are often the first available to help with issues, greet guests, and can serve as that first point of contact in case of emergencies. Our STR operation has strengthened our relationship with our neighbors, and the exchange is mutual. STR allows us the privilege to be a part of the community because we are able to visit regularly. A minor point is that there are some community benefits by allowing STR at this location. It provides additional income to community members such as cleaners, landscapers, and other people supporting the operation. Additionally, it provides a place for neighbors to host their visiting families and friends. b. Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The primary benefit sought is that we can use the property as a vacation home most of the year, and seasonally derive additional income to support the extensive property maintenance. A long term rental is not compatible with this sought benefit because we need to stay at the property throughout the year for maintenance, family gatherings, and community events. Additionally, the homeowner derives pleasure from hosting and allowing others to appreciate and enjoy the natural features of this property, something not compatible with long term rentals. c. Whether the requested area variance is substantial. This area variance is not substantial. STR is permitted in this zone. If we legally resided here 185 days instead of the 8 months off-season that we visit there, we could rent exactly the same seasonal-rentals that had been occuring for 6 years prior to the new STR regulations. Other ‘seasonal’ properties (lakefront) with similar usage/rental markets (~20 weeks of summer) are allowed significantly more rental days without this occupancy requirement. d. Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. This variance will have no adverse affects on physical environment as occasional vacation use and ~20 reservations have less of an impact on the environment than a full time owner/tenant family would. However, positive impact on environment can be considered for area variances. STR income helps facilitate better maintenance of the forest including invasive weeds and tree abatement. Additionally, hiking trails are better maintained for the benefit of the guests, and some neighbors have sought permission hike/walk the property for their leisure. As a seasonal STR, A large property like this is mostly vacant during winter, which facilitates better deer management via parterships with the Town of Ithaca and Cornell Botanical Gardens, reducing auto accidents and reducing tick-borne illnesses for the neighborhood. e. Whether the alleged difficulty was self-created This property had been used for short term rentals for 6 years prior to the enactment of the Short Term Rental regulations. No actions were taken by the owners to indicate this was a self-created difficulty Conclusion: A significant hesitation among the ZBA members was that this area variance runs with the land and therefore would enable a future short-term-rental investment buyer to come in and disrupt the neighborhood with income-maximizing rentals. However, the seasonal demand of this property and with cost of ownership versus potential income, coupled with the additional restrictions outlined in the short term rental law, namely the limitation of number of days make this property undesirable for STR investment. If sold, the most likely buyer of this single-family home, would be a single family, one that would not need to leverage this zoning variance. That said, this property is currently an attractive short term rental because of the amount of time, energy, and money we invest as hosts, both inside and outside the property. Any potential home buyer attempting to leverage this variance would have to be as personally invested in the property as we are for the property to continue to be attractive to guests as a rental. In the unlikely event that a future buyer was in similar circumstances to leverage this slight variance, we have demonstrated that the impact to the neighborhood is negligible per the five criteria for considering a zoning variance. Finally, while there is a concern from some that this area variance will open the flood gates to similar variance applications, the nature of this property, namely that as a a large, secluded, 38-acre conservation-zoned property with unique features could not easily be used to set precident for other properties seeking similar relief. We believe this variance is as unique as our property. We have a great deal of pride in the way we care for our property. Please help us to continue enjoying and sharing this property with others by allowing this zoning variance. Sincerely, Scott & Erin D’Vileskis APPENDIX Actual Annual Expenses for 144 Coy Glen – Last 6 Years 2019 2020 2021 2022 2023 2024**** Property/ School Taxes 11315 11737 12376 12965 13479 14100 Property Insurance* 2672 3031 1787 1907 2085 2315 Utilities**3047 2317 1314 1902 2085 2000 Repairs***558 142 1029 291 52 Interest (4%)7887 7604 7313 7041 6791 6500 TOTAL 25479 24831 23819 24106 24492 24915 *Insurance downgraded significantly in 2021 to reduce costs **Utilities minimized to keep property from freezing while vacant, ***Many repairs were DIY and would have cost significantly more if contracted out ***2024 expenses estimated Additional Expenses Running a STR (30-40 rental days/year, last 6 years of rentals, no 2023/24) 2017 2018 2019 2020 2021 2022 Cleaning 3740 3506 3593 3598 3199 4299 Supplies 647 184 449 750 557 710 Lawn-care 1000 1000 900 1000 1000 1000 Pond/Forest Maintenance 3035 500 0 1674 1626 1835 Hotel Taxes 1289 1356 1576 1665 1100 1478 Platform Fees 499 499 Travel 3564 3564 2700 3105 3000 1800 TOTAL 13275 10110 9218 11792 10981 11621 Major Repair Expenditures (Estimated) Typical Cost/Interval Annualized Cost Roof replacements (house, shed)$30000 / 30 years $1000 Driveway maintenance (500-800 ft)$10000 / 10 years $1000 Exterior House/Deck Staining $5000 / 7 years $714 Interior Painting $5000 / 10 years $500 HVAC Replacement $20000 / 20 years $1000 Appliances $4000 / 10 years $400 Window Replacement $15000 / 30 years $500 TOTAL ANNUALIZED $5114/yr *Does not include house depreciation, tractor/mowers/equipment, furniture 12/7/2022 Re: FINAL Return of tax on occupancy of hotel rooms Permit #362 To Whom it may concern: Our property at Coy Glen is my wife’s childhood home; a home/property we plan to hold on to and hope to retire to someday. We are fortunate enough to NOT need to rent it out at all, but it felt like such a shame to keep our treasured 36-acre woodland property (zoned conservation) all to ourselves. That said, my wife and I have been renting our place out to tourists and visitors for the last few years, and the hundreds of reviews from the experiences that we’ve created for guests, including those of families, bridal parties, and groups of friends revisiting Ithaca have really made it a very rewarding experience for us. We’ve prided ourselves in making sure visitors to the Ithaca area have thoroughly enjoyed their local stay, promote local restaurants and experiences, all the while being selective on the number and quality of reservations we have accepted. We typically only rent our home out for about 15 weekends of the summer/fall; And we are in town visiting a few dozen or so other times of the year for property maintenance, visits with our family, etc. However, thanks to the Town of Ithaca for banning “un-hosted” short term rentals for non-residents, It is with deep regret that we will cease sharing our property and as such, this is likely our FINAL remittance of our hotel and occupancy taxes. While we are technically out-of-state hosts, our level of host interaction and guest communication likely rivals that of many of the area’s ‘hosted’ STRs. Attached please find reviews from a handful of tourists and extended families from the last year or two. These folks, typically groups of 8-10, with money to burn, obviously appreciate local attractions and sharing a spacious home together; They will likely end up finding accommodations in other upstate NY areas, diverting their money elsewhere, to say nothing about the contributions we make to local businesses that helped to support our rental. Sincerely, Scott D’Vileskis Host of shuttered “Eco Cabin in the Woods” Enc: Dozens of reviews from the types of visitors impacted by this ban Long Weekend With Family We had a great time. The house was beautiful and very clean, including all linens and towels. We appreciated the provided products and the fact that all the kitchen basics are covered. The cookware was in good shape. We did a big breakfast and had everything we needed. Lots of essentials were already there. Lots of space to spend time together, but also to have time alone. The area is beautiful, only minutes from a great trail and awesome farmer's market. Definitely recommend this house for anyone looking to stay in Ithaca! Ithaca Family Weekend What a fun weekend! The only drawback is my son and his girlfriend couldn't attend due to COVID! Bummer. The rest of my crew had a GREAT time. The house was great. The deck is perfect to hang out on. Plenty of beds and plenty of bathrooms. The property is huge. It's great for strolling or playing frisbee. We were even joined by a few deer in the evenings. A lone fox popped in from time to time and a very large family of turkeys serenaded us on a couple of occasions. Mr Raccoon did visit early Sunday morning but he soon vacated the area due to a lack of access to the barrels. Thank goodness for bungee cords! It is a very easy drive to the grocery store ( Wegmans) which has the LARGEST beer selection I've ever seen!!! There is plenty to see and do. We went to Atlas bowl, Watkins Glen Race Track, visited Cornell U for Ice cream, Buttermilk falls and the Ithaca Farmers Market which is very cool. We even went to the Moosewood Restaurant for lunch on Sunday. ( It was excellent!) The rest of the time we ate in. Scott was easy to communicate with and quick to answer any questions. I want to thank Scott and Erin for their hospitality and my family and I wish them all the best in the future. Perfect Ithaca rental home Clean, spacious, well equipped and very cool log cabin feel. The owner was super helpful and accommodating. History of the property and that there are 36+acres of land and trails was a bonus. It was [easy to] get to anywhere in Ithaca, the lake, and Watkins Glen. Can’t forget mentioning the 50amp ev charging circuit that kept us fully charged overnight the whole time.. The 7 of us (ages 21-80) felt completely at home. Thank you Scott, your wife and whole family for having us. Private house Nice house close to downtown with tons of privacy. Plenty of beds with extra linens and towels. AC on first floor kept the lower level cool during the day. Second floor bedrooms were warm without a second unit upstairs. Scott provided several fan to help circulate the air. Scott checked in with us to give us suggestions for dining and to make sure we had what we needed. Easy to get in touch with for questions. We would defiantly stay here again if we need a large house. Unique home, beautiful place Location could not be more perfect -- you feel like you are in a quiet woodland retreat, but also 5 minutes from Wegman's :) Easy access to Ithaca, parks and trails. Even during a historic heatwave it stayed pretty cool up under the trees. Scott, the owner was incredibly responsive and walked us through the property and helpful tips by phone, including helping us deal during a county-wide power outage. That didn't put a damper on our visit, as we grilled our dinner on the deck and enjoyed an evening around the fire pit. We cooked almost all our meals and lacked for nothing. Thank you Scott! Outdoor Seclusion with Easy City Access Our family really enjoyed our week here. Our host was very welcoming and informative about the property and the surroundings. More than enough room for five adults and two kids; we could have had more people easily. Enough outdoor space to do whatever sports or activity you’d like to do, including just watch nature, without seeing another human. Five or ten minute drive to all the stuff to do in Ithaca. Great experience overall. One note to future guests is there are no ground-floor bedrooms, if you have an issue with stairs. It was a known issue when we booked, and didn’t trouble us during our stay, but as our parents get older it’s something we’ll have to factor in to future rentals. This is a really unique property that I would enthusiastically recommend, if you like privacy and proximity to Ithaca. Clean spacious house with everything you will need for a vacation This vacation stay was excellent. The house is very well equipped with everything you need including Tylenol, Clinical Thermometer, spare batteries if every kind and pretty much anything you need for s a short vacation stay. Scott is prompt in his communication and responses. Overall, I can’t think of anything that went lacking during this stay!!!! Perfect location, spacious house Super convenient location, and Scott was a very attentive host! Awesome outdoor space, including a bonfire pit and a garden. Would've loved to stay for longer, and will definitely return next time we're in Ithaca! Just what we expected A perfect vacation spent at a home away from home. Scott is an amazing host and so generous in keeping inventory of all sorts starting from pantry to board games to books. The interior is well designed and well maintained, the location gives an amazing sense of privacy and seclusion. We simply loved the stay. Stay at Eco House in the woods The property was very well kept, clean, and equipped. The rooms were spacious, well-lit and very comfortable - plenty of space for a big group like ours. The kitchen was large, had 2 sinks, an espresso machine, and an additional free-standing freezer. 3 1/2 baths to accommodate everyone. Huge backyard, nice back porch with gas barbecue. Very quiet location but close to Ithaca and all its amenities. All in all, wonderful premises and a nice, very helpful owner - Scott - who was always available for questions and tips. One of the best vacation homes we've experienced. Beautiful house with Easy accessible Location was the key.. we loved the fact that we didn't have to drive more than 10 minutes to any of the main attractions. The house was so cute and beautiful... Very well maintained and most importantly (for us) kid friendly. The host was super friendly and they made sure we had everything we needed. The check-in and check-out process was straightforward and easy. There was a beautiful deck and backyard were the kids had lots of fun. They also have a small orchard with some trees for you to explore. For EVs they have a charging port as well which came in handy for us. Overall a very nice house in an awesome location. Awesome stay Great place with a beautiful view and very relaxing. We enjoyed our stay and everything was well stocked with essentials. Very thoughtful host and kids friendly wit. toys and high chair. Rooms/beds were very clean and comfortable. Highly recommend this place! ...And some snippets from the ~96 AirBNB reviews during our first few years •Great location super convenient to visit the nearby parks. Beautiful garden •The surrounding property had so much to offer and explore. Scott was very kind and responded promptly. Thank you sharing this home. •It is really private, yet just minutes to Ithaca and multiple State parks as well as wineries and breweries •The house is absolutely beautiful--it is far enough away from other people that it feels very private but it also isn't too far from Ithaca. •(it absorbed our two families pretty easily and never felt crowded). Scott, the host is very responsive, communications were a cinch. •The Eco House is private and secluded, yet located within a mile or two of downtown Ithaca and 3 of the most spectacular gorges in the Finger Lakes region •..and plenty to do right near there like, Ithaca Brewery and Buttermilk state park •My family stayed after dropping off my cousin for Cornell’s move-in weekend and had a great time. Scott even set up the pack n play for my 4-month old and left out some toys for the older kiddies. Hiking trail on site was lovely. •EV charger a super plus! The host was wonderfully communicative and quick to respond. Next time through the finger lakes we will definitely stay here! •The house is open and spacious with a great yard for the kids to run around. And, on top of that, it's also convenient to downtown. We had a great reunion of college friends with our kiddos ages 6-14. •We had another reservation that day, and the host ended up cancelling. We were stuck in Ithaca with nowhere to stay, and Scott quickly accommodated us so we had a safe place to stay. • Additionally, it was a short trip from downtown Ithaca and close to many vineyards as well as hiking trails. Scott was incredibly responsive and accommodating •Great spot in Ithaca for a large group. House feels very much "out in the country" but still very close to town and the universities. •Great location - not too far from downtown (5min drive) and yet so secluded with woods all around. Having a morning cup of coffee on the porch was serene! •Not to mention the nature sounds of rustling leaves in the wind, and birds chirping in the morning to make it feel like a nature getaway. We had two toddlers with us, and the baby furniture made the stay extra easy. •He is a great host and offered tips for local dining and attractions •The house is beautiful, the land is stunning. The location is so private but so close to everything. Just wonderful! •This house was perfect for six long-distance friends to reunite for a wedding in town. •The place itself is spectacular. There is a large lawn for kids to run around and scream their heads off without disturbing any neighbors. This is a huge treat for city kids and their parents :-) In closing, one of our first reviews, from newlywed Angela, that made all the effort seem worthwhile: I rented this home as a place to get ready for my wedding weekend in Ithaca. This beautiful, spacious home was a great space to have hair and makeup done before the ceremony. It is very close to many Ithaca attractions including parks, the Commons, and the Farmers' Market, but also quietly tucked away from the hustle of busy streets and campuses. It is perfect for a family or small group. I wish I had time to fully explore the property, but my now husband and I were able to use the backyard as a backdrop to our "first look" which was very memorable! Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ EAF Mapper Summary Report Wednesday, August 14, 2024 9:21 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] Yes Part 1 / Question 7 [Critical Environmental Area - Identify] Name:Coy Glen, Reason:Wide variety of botanical species, Agency:Ithaca, Town of, Date:2-14-79 Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report Environmental Assessment Re: 144 Coy Glen short term rental The link to the DEC environmental assessment is broken. I'm not sure if an assessment is actually required for this ZBA waiver. In short though, allowing short term rentals helps us to preserve our Conservation zoned property, both via the funding, and the ability for the owner, family, and friends to perform the following actions --Invasive weed removal (Autumn Olive, Oriental Bittersweet, others) --Invasive tree removal (Tree of Heaven) --Periodic planting of trees --Deer management via friends that hunt our 36 acres --Deer management via Cornell's adjacent 80 acres (only accessible via our property and special permission) --Deer management via off-season special campaigns (Cornell / Town / State) Many of these things would not be possible, practical, or permissible with a long term tenant. CLAUDIA BRENNER, architect 133 GLENSIDE RD ITHACA, NY 14850 May 24, 2024 Town of Ithaca BZA 215 N Tioga St Ithaca NY 14850 Re: ZBAA-24-8 Appeal of Scott D’Vileskis; 144 Coy Glen Rd. To the members of the BZA: I am writing in STRONG SUPPORT for relief to be granted from Town code section 270- 219.7D which requires owners to reside at least 185 days/year , to permit my neighbors at 144 Coy Glen Rd. to operate an un-hosted short-term rental. I understand the intent of the short-term rental ordinance is to discourage owners from removing viable residences from the rental housing stock, and to avoid disruptive comings and goings, etc. from residential neighborhoods. This is not applicable to 144 Coy Glen. Sometimes an exemption from an ordinance is appropriate---this is one of those special cases. 1. The owners want to maintain a part time residence at 144 Coy Glen and continue to work on improving the conservation area they purchased from their family. With or without the short-term rental, they will not be leasing the house long term. 2. Work on the conservation zone has included aggressive removal of invasive species as well as proper forest management and property/ building upkeep. Scott has been generous in his time assisting in education and removal of invasive species of neighbors (including on our property) 3. The long driveway had made me completely unaware of the short-term rental comings and goings. We have had zero disturbances in all the years the house has been rented. 4. While only here part time, Scott’s contributions to the neighborhood far exceed any negatives. He and his wife contribute as much as any full-time residents if not more. 5. Many guests and neighbors appreciate the conservation zone property for its peacefulness and natural beauty. Glenside neighbors like the option of renting 144 Coy Glen for gatherings of family and friends.. I very much hope the BZA allows Scott to be granted an operating permit for 144 Coy Glen. Sincerely, Claudia Brenner, Architect 1 Lori Kofoid From:Marty Moseley <MMoseley@townithacany.gov> Sent:Tuesday, May 28, 2024 8:44 AM To:Lori Kofoid Subject:FW: 144 Coy Glen Road ZBA appeal Lori, Please pass this along to the ZBA members for tonight's meeng and add this to the packet for 144 Coy Glen. Thanks, Marty -----Original Message----- From: Jack Young <jack@youngbros.com> Sent: Monday, May 27, 2024 4:30 PM To: Marty Moseley <MMoseley@townithacany.gov> Subject: 144 Coy Glen Road ZBA appeal **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or aachments. Any quesons please contact the IT department Hi Marty, I’d like to pass a couple quick comments along to the ZBA related to this appeal since I won’t be available to aend the hearing myself. I was the chair of the ZBA in Cayuga Heights for 15 years, and am currently the ZBA chair for the Town of Lansing. So I understand that your ZBA has some discreon in this case as regards the standards to be applied. As long as their judgment is reasonable and well supported, it will probably be upheld on appeal. That being said said, I really don’t feel that it’s appropriate for this appeal to be styled as a request for an area variance. It’s prey obvious that the relief being requested involves the use of the property, and isn’t truly suitable for review under the area variance standards. Dressing up a use variance request to look like an area variance appeal to improve the odds of success shouldn’t work with a sophiscated ZBA like yours. If you allow this it will damage the board’s credibility and encourage anyone who wants to get a use variance to do the same thing. And that’s not how the system should work. I’m trying not to express an opinion on the merits of this case, but feel very strongly that if the Town wants to change the rules for a parcular use of a class of properes it should do this openly and not allow that he happen via a dubious back door method such as this. While the ZBA is an important part of the land use system and plays a crical role as a pressure relief valve for the Town’s zoning law, allowing a use variance request to be judged as an area variable will just cause problems down the road. This is a very contenous issue - one we had to deal with at the ZBA in Cayuga Heights a few years back. Sympathec though we were in some ways, we didn’t feel that we should override our trustees by applying a lighter standard to a request to change the use of a property in such a significant manner. And that’s how I believe your ZBA should handle the issue before you. Judge this appeal as a use variance request, and if the applicant isn’t happy with the outcome, refer them back to the Town Board. Don’t risk an expensive appeal process or open the door for future use variance requests to be styled as area variances. There’s a reason use variance appeals 2 are held to a higher standard. How a property is actually used is a lot more significant than whether a side yard setback is 6 feet or 10, and impacts more people than just the immediate neighbors. That’s why the review standards are so different! John Young Owner of property on Coy Glen Road Sent from my iPhone 1 Lori Kofoid From:Ashley Colbert <AColbert@townithacany.gov> Sent:Tuesday, May 28, 2024 8:53 AM To:Lori Kofoid Subject:Fw: Zoning board meeting 5/28 From: Mario Korf <mario.korf@gmail.com> Sent: Monday, May 27, 2024 6:08 PM To: Town Of Ithaca Clerks Department <clerks@townithacany.gov> Subject: Zoning board meeting 5/28 **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department I'm writing in reference to the public hearing on Tuesday 5/28, agenda item ZBAA-24-8. I feel that Scott and Erin D'Vileskis, who own a home at 144 Coy Glen Rd, should have relief from codes 270-219.7B and 270-219.7D. My reasoning is as follows:  The D'Vileskis property is a Conservation Zone and attracts visitors to the natural area. In this manner, it's almost like lakefront property, which I'm sure has relief from these codes. Cornell Botanical Gardens owns and maintains the scenic gorge path along Coy Glen, and the only access to this natural area is through the D'Vileskis property. It seems like people should be allowed to rent this house for short terms, and experience this natural area year round.  This is also an area with a very dense deer population, and D'Vileskis have allowed Cornell and Town of Ithaca to operate deer depredation programs on this site. I was the community lead for both these programs for several years, and again it seems like hunters should be allowed to rent this house or hunt the property as often as possible. Reducing the deer population is important for the health of the ecosystem, and relief from these codes would support the existing deer depredation programs from Cornell and the Town of Ithaca.  If the D'Vileskis were to rent their home as a long term rental, it's highly unlikely the renters would allow hikes and hunters access to this land. It really only makes sense to have this house and its land available as a short term rental.  This is also the home that Erin D'Vileskis grew up in. It's not like the D'Vileskis are a couple of out- of-towners who are buying up real estate in Ithaca for the specific purpose of a short term rental property. This is her childhood home, and it feels like it should be exempt from them having to live here for a certain number of days. Thanks, Mario Korf 137 Hopkins Rd Ithaca Ny 14850 1 Lori Kofoid From:Marty Moseley <MMoseley@townithacany.gov> Sent:Tuesday, May 28, 2024 8:42 AM To:Lori Kofoid Subject:FW: 144 Coy Glen Road Lori, We need to add this to the packet. It was already sent to all of the ZBA members by Mia. Thanks, Marty From: Mia Slotnick <mjslotnick123@gmail.com> Sent: Tuesday, May 28, 2024 7:40 AM To: Rod Howe <RHowe@townithacany.gov>; SFriedman@town.ithaca.ny.us; CJung@town.ithaca.ny.us; DSquires@town.ithaca.ny.us; Connor Terry <cterry@town.ithaca.ny.us>; MMinnig@town.ithaca.ny.us; KRitter@town.ithaca.ny.us; Marty Moseley <MMoseley@townithacany.gov>; Paulette Rosa <PRosa@townithacany.gov> Subject: 144 Coy Glen Road **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Dear Supervisor Howe and members of the Zoning Board of Appeals, Mr. Scott D'Vileskis, the owner of 144 Coy Glen Road has submitted an Area Variance Application to the Zoning Board of Appeals to operate the dwelling as a Short Term Rental. Mr. D'Vileskis is not a Town of Ithaca resident and resides in Gaithersburg, Maryland. He is requesting exemption from the principal residency requirements described in Section 270-219.7D(1) of the Town of Ithaca Code. His property is in a Conservation Zone. Applying for an Area Variance in this situation seems inappropriate. Mr. D'Vileskis is requesting to use his property in a way existing zoning requirements do not allow. Short Term Rentals are not allowed in Conservation Zones if the dwelling is not the primary residence. It seems that rather than an Area Variance, he should instead be applying for a Use Variance. In his appeal, Mr. D'Vileskis says that his property should be treated like a Lakefront Residential Zoned property and that he should therefore be exempt from the primary residency requirement. His property is in the Conservation Zone and is clearly not a seasonal rental like the Lakefront properties. Granting his request would open the door to allow anyone to claim that their property is a seasonal rental and should be treated like a Lakefront property. The requirement that the dwelling be the primary residence was put in place to ensure that the owner was not using the dwelling primarily as a business. Mr. D'Vileskis states that "We are fortunate enough to NOT need to rent it out at all, but it felt like such a shame to keep our treasured 36-acre woodland 2 property (zoned conservation) all to ourselves." His next line says "from the hundreds of reviews..." so obviously the property is a thriving Short Term Rental business and they have made substantial income from renting it as one. The Town Code clearly states that a Short Term Rental must be the host's primary residence. One of the main intents of the Short Term Rental law was to assist homeowners to stay in their homes by allowing some short-term rental use of their homes to generate income to defray their cost of homeownership. However, this property seems to be used almost solely as a profitable Short Term Rental business, which is something the Short Term Rental laws were put in place to avoid. Please do not grant this variance. This Area Variance request is also inappropriate as Mr. D'Vileskis is requesting a change of use for the property so he should be applying for a Use Variance. Sincerely, The following Town of Ithaca residents: Mia Slotnick Kenneth Simpson Mike MacAnanny Luisa MacAnanny Larry Blume Maralyn Edid Barbara Koslowski Mildred Elizabeth Sanders C’‘.,,,TownofIthacaOctober4,2024ZBAA—24—27PrimaryLocationApplicantZoningBoardofAppeals313TowerRdUnitCornellLKimberlyMichaelsAreaVarianceUniversityMeinigFieldhouseJ607-319-1114ApplicationIthaca,NY14850@atahrner@fisherassoc.com1001WestSenecaStSuiteStatus:ActiveOwner*SubmittedOn:10/3/2024.201CornellUniversity/EI’sabeteIthaca,NY14850GoddenCU102HumphreysServiceBuildingIthaca,NY14853InternalOnly-ReviewaTaxParcelNo.aIsPlanningDept.ApprovalRequired?67-1-13.2YesaIsEngineeringDept.ApprovalRequired?IIsaGML-239ReviewRequired?YesYesIGML-239ReasonforReview*ITypeofVarianceTherightofwayofanyexistingorAreaVarianceproposedcountyorstateroadIAppearanceDateforVariance10/22/24IVarianceCodeLanguageIVarianceCodeSection InternalTaskstobeCompletedaMeetingResult(FirstAppearance)aMaterialsForGML-239WereSentaDeadlineforHearingNoticetoJournalaPublicHearingNoticeWasSentaNeighborNotificationLettersWereSentaDateSignWasPicked-upIMaterialPacketsSenttoZBAMembersHistoricalOnlyIAddressaffiliatedwithrequestIStatusApplicant’sInformationApplicantisIstheprimarypointofcontactforapplicationdifferentthantheapplicant?*OwnersAgentNaIftheapplicantisNOTtheowner,aletter/emailfromownerdesignatingtheapplicantasagentoracopyofthecontractwithowner’ssignaturewillneedtobeprovided. DescriptionBriefDescriptionofVarianceRequest*TheprojectsiteispartiallylocatedintheTown,inaLowDensityResidential(LDR)Zone,ontaxparcel67.-1-13.2,whichincludesathleticfacilitiesandlandsouthoftheCornellBotanicGardens,includingapproximatelyeightbuildingsandis31acresintotalsize.TheprojectisanallowedusewithaspecialusepermitintheLDRzoneaspartofaninstitutionofhigherlearning.Buildingheightisgenerallylimitedto38feetbelowinteriorgradeor36feetbelowexteriorgrade(whicheverislower).Theproposedbuildingwillbetallerthanthislimit,withthepeakofthesportscomplexroofatapproximately56feetfromaveragegrade.Therefore,theprojectrequiresanareavariancefromtheTownofIthacaZoningBoardofAppeals.InthisLDRzone,10%lotcoverageispermitted,allowingfor3.1acresofdevelopment.Existingstructuresonthisparcelalreadyexceedthislimit,totaling3.12acres.Thisprojectwilladdapproximately0.5acresofbuildingfootprintontheTownofIthacaparcel(totalbuildingfootprintofapproximately2.1acres)andrequiresanareavarianceforlotcoveragefromtheTown’sZoningBoardofAppeals.AreaVarianceCriteriaForm1.Willanundesirablechangebeproducedinthecharacteroftheneighborhoodorbeadetrimenttonearbyproperties?*NoReasons:ThisbuildingwouldbedevelopedoncentralcampusonTowerRoad,surroundedbyCornelllandandbuildings.Thedevelopmentisconsistentwiththeoverallcampuscontext.Itisnotvisibletoanyadjacentlandowner2.Canthebenefitsoughtbytheapplicantbeachievedbyafeasiblealternativetothevariance?*No Reasons:Lotcoverage:Athleticspacesoncampusislimitedandvaluable.Alternativesthatwouldaddresslotcoveragewouldnecessitatemovingtheprojectoutsideofcentralcampus,whichdoesnotachievetheprogramobjectivesofprovidingmorerecreationalopportunitiesoncentralcampus.Existingstructurescover3.12acresonthisparcel,whichalreadyexceedsthe10%allowedlotcoverageontheparcel,totaling3.1acresofallowablecoverage.Height:Thebuildingheightistheminimumrequiredfortheinteriorsportsactivities.3.Istherequestedvariancesubstantial?*NoReasons:Height:Thisisafairlytypicalinstitutionalfacilityinsize,height,anddensity.ItissimilarinheighttothebuildingscurrentlyinplacealongTowerRoad.Lotcoverage:Thebuildingfootprintwillonlyaddapproximately0.5acresofbuildingfootprinttotheTownofIthacaparcel,onwhichthelotcoverageisalreadyexceeded.4.Wouldthevariancehaveanadverseimpactonthephysicalorenvironmentalconditionsintheneighborhood?*NoReasons:Thisfacilityislocatedincentralcampus,completelysurroundedbyothercampusbuildingsandlands.Theproposedphysicalandenvironmentalconditions(athleticfieldandUniversitybuildings)arethesameastheexistingconditions.5.Istheallegeddifficultyselfcreated?*No Reasons:AspreviouslyrecognizedbytheTown,regardingotherprojects,theLow-DensityResidentialzoningdoesnotalignwithUniversitylanduse.Thetown’szoningcodedoesnotincludeaninstitutionaloruniversityzone.AftdavitTheUNDERSIGNEDrespectfullysubmitthisapplicationrequestinganappearancebeforetheZoningBoardofAppeals.Byfilingthisapplication,IgrantpermissionformembersofTheTownofIthacaZoningBoardofAppealsorTownstafftoentermypropertyforanyinspection(s)necessarythatareinconnectionwithmyapplication.Iacknowledge,thatcompletedapplicationsarescheduledonafirst-comefirst-servebasisandthatalldocumentsideallybesubmittedforty-five(45)daysadvanceoftheproposedmeetingdate,togetherwiththerequiredapplicationtee.Failuretodosomayresultinadelayinmyhearing.DigitalSignature*MeetingDate0KimberlyA.Michaels11/26/2024Oct3,2024PAYMENTINFORMATIONAftersubmission,CodeDepartmentAdministrationwillreviewtheapplicationandmaterialsprovided.Afterreview,andemailwithinstructionsforpayingthefeeonlinewithcreditcardorE-checkwillbesenttotheapplicant.Ifitispreferredtopaybycheck,cashormoneyorder:*MailtoCodeEnforcement,TownHall215N.TiogaSt,Ithaca,NY14850*DropoffduringbusinesshourstoTownHallM-F8-4*PlaceinlockedboxnexttothedoorontheBuffaloStsideofTownHallAttachments Surveyand/orPlansREQUIREDCORNELLISRC_PERMITSET-0419.pdfUploadedbyKimberlyMichaelsonOct3,2024at10:42AMEnvironmentalAssessmentFormREQUIRED202407RevisedLEAFMeinigFieldhouse.pdfUploadedbyKimberlyMichaelsonOct3.2024at10:38AMLetterorEmailofAuthorizationREQUIRED2023.12.08_OwnerAuthorizationForm.pdfUploadedbyKimberlyMichaelsonOct3,2024at10:30AM2024.09.12MeinigFieldhouseZoningVariance.pdf2024.09.12MeinigFieldhouseZoningVariance.pdfUploadedbyKimberlyMichaelsonOct3,2024at10:44AMMeinigFieldhouseNegDecFiling090324signed.pdfMeinigFieldhouseNegDecFiling090324signed.pdfUploadedbyMartyMoseleyonOct3.2024at11:59AMHistoryDateActivity10/4/2024,11:05:07LoriKotoidchangedAppearanceDateforVariancefrom“11/26/24”toAM“10/22/24”onRecordZBAA-24-2710/3/2024.1:07:56completedpaymentstepPaymentonRecordZBAA-24-2710/3/2024,12:03:22MartyMoseleychangedthedeadlinetoOct17,2024oninspectionPMstepReview-CodeEnforcement/ZoningDept.onRecordZBAA-24-27MartyMoseleychangedthedeadlinetoOct17,2024onapprovalstep10/3/2024,12:01:24EngineeringApproval(EngineeringDepartment)onRecordZBAA-24-PM2710/3/2024,11:54:25approvalstepEngineeringApproval(EngineeringDepartment)wasAMassignedtoDavidO’sheaonRecordZBAA-24-2710/3/2024,11:54:25inspectionstepGML-239CountyReviewwasassignedtoLoriKofoidAMonRecordZBAA-24-27MartyMoseleychangedGML-239ReasonforReviewfrom“to“The10/3/2024,11:54:25rightofwayofanyexistingorproposedcountyorstateroad”onAMRecordZBAA-24-2710/3/2024,11:54:25MartyMoseleychangedIsEngineeringDept.ApprovalRequired?fromAM“to“Yes”onRecordZBAA-24-27 COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. October 11, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Area Variances for proposed Meinig Field House located at 313 Tower Road, Tax Parcel #67.-1-13.2, Cornell University, Owner; Kimberly Michaels, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability Meinig Fieldhouse Indoor Sports and Recreation Facility Area Variance Application Materials Cornell University Ithaca, NY September 13, 2024 TWM - A Fisher Associates Landscape Architecture Studio Fisher Associates, P.E., L.S., L.A., D.P.C. 1001 West Seneca Street, Suite 201 Ithaca, New York 14850 ph: 607.277.1400 www.twm.la | www.fisherassoc.com September 13, 2024 Zoning Board Members, Town of Ithaca 215 North Tioga Street Ithaca, NY 14850 Re: Variances for the Meinig Fieldhouse Dear Town of Ithaca Zoning Board Members: Cornell University is planning the construction of the Meinig Fieldhouse Indoor Sports and Recreation Facility on central campus. The proposed project site is located on Tower Road, in the area currently occupied by Robison Alumni Fields. Area variances for total building area and building height are required from the Town of Ithaca Zoning Board. The project received a negative SEQR declaration from the City of Ithaca (lead agency) on September 3, 2024, and the project will be asking for preliminary site plan approval from the Town of Ithaca Planning Board on October 15, 2024. We hope to receive your approval at your October 22, 2024 meeting. Enclosed please find a zoning board of appeals application, project narrative, and drawings for the project. The application fee will be provided separately. Sincerely, Kimberly Michaels Director of Landscape Architecture Sasaki Associates Project Architect and Landscape Architect Fisher Associates, P.E., L.S., L.A., D.P.C. Project Municipal Approvals T.G. Miller, P.C. Project Civil Engineer R.F.S. Engineering Project Mechanical, Electrical, and Plumbing Engineers Project Consultants Table of Contents Project Narrative .................................................................................................................. x Zoning Area Variance Critera ............................................................................................... x Technical Drawing Set (11x17) ..................................................................... separate packet Official Denial Notice from Town ......................................................................................... x Project Narrative Project Summary Cornell University is proposing to construct the Meinig Fieldhouse, an indoor sports and recreation center that will support students and campus with much-needed indoor practice and competition space for athletics, club sports, and recreation needs. The project site is on Central Campus, in the area currently occupied by Robison Alumni Fields, with Tower Road to the north, the Robert J. Kane Sports Complex Field to the east, Bartels Hall/Newman Arena to the south, and Weill Hall to the west. The proposed facility will enable year-round practice and play space for athletes as well as limited competition venue for NCAA lacrosse players, with a 90,000 square foot building at 56 feet tall. A new multi-purpose field will provide Cornell’s athletes a much-needed updated synthetic turf field located to the west of the Meinig Fieldhouse. Project Purpose, Need, and Benefit The new Meinig Fieldhouse on central campus will support student physical and mental health by providing access to recreation, physical education, club team, and intercollegiate activities throughout the year. There is currently not enough field space across campus to accommodate the demand. Student access to recreation is further limited by inclement weather and the northeast winter conditions in effect for much of the academic year. Many other Ivy League institutions have indoor venues, and this project will allow for better recruitment and training opportunities for student athletes. The new building will be a campus hub for varsity, club, and intramural practices. The overall dimensions and height of the field house are sized to accommodate a field that will be programmed to support NCAA requirements for both women’s and men’s varsity lacrosse competition; a varsity soccer pitch and/or varsity football field for practices; and the facility will host campus recreation, club and intramural sport teams. A synthetic turf field with rubber/sand infill occupies most of the ground floor usable space of the proposed building. Also, on the ground floor is a mechanical room, restrooms, a training room, and storage. There is a second level mezzanine on the south side of the field, along with two team rooms, restrooms, an area for elevated filming and mechanical spaces. This area will be accessible by both stairs and elevator. Space along the south wall of the proposed building will provide an area for a limited number of spectators on both the field-level and the mezzanine level. Location Setting The new Meinig Fieldhouse will be located on Cornell University’s Ithaca campus, predominantly in the City of Ithaca (about 83%) and partially in the Town of Ithaca (about 17%) on a site that is currently an outdoor field complex known as Robison Alumni Fields and is composed of one natural grass and one artificial turf field, sidewalks, spectator viewing areas, and parking lots. It is accessed from the north via Tower Road and the south via Campus Road. The site of the proposed building is primarily located within the City of Ithaca on a portion of tax parcel 31.-1-1.2, which is approximately 154 acres in size per the County Assessment tax map. It is also partially located within the Town of Ithaca on a portion of tax parcel No 67.-1-13.2, which is approximately 31 acres in size, per the County Assessment tax map. The limit of disturbance for the project will be approximately 7 acres in total, with 5.8 acres in the City and 1.2 acres in the Town. The project site is situated in an area that includes Kane Sports Complex (track) to the east, Friedman Wrestling Center to the southeast, Bartels Hall to the south, and Lynah Rink to the southwest, and Weill Hall to the west. Across Tower Road to the north, there is Bradfield Hall, Fernow Hall, Rice Hall, Minns Garden, Bailey Conservatory, and greenhouses. Project Location Illustrative Site Plan Zoning The project complies with all zoning in the City of Ithaca. The project is an allowed use with a special use permit in the Town of Ithaca LDR zone as part of an institution of higher learning. Within the LDR zone, there are no requirements related to off-street loading. Cornell manages all parking as a campus-wide district and will continue to be in compliance with its Traffic Demand Management Plan including the development of this project. Pursuant to Town Code §270- 63, the yard requirements for this lot apply only towards the exterior public street frontages, and the distance from the Fieldhouse and Tower Road and Campus Road comply with the Code’s requirements. Front yard requirements state that the yard shall not be less than 30 feet and no greater than 60 feet, and not less than the average depth of the front yards of adjacent buildings. The rear yard must not be less than 50 feet in depth, and side yards must not be less than 40 feet in width. Building height is generally limited to 38 feet below interior grade or 36 feet below exterior grade (whichever is lower). The proposed building will be taller than this limit, with the peak of the sports complex roof at approximately 56 feet from average grade. Therefore, the project is seeking an area variance from the Town of Ithaca Zoning Board of Appeals. The portion of the project site in the Town is located on tax parcel 67.-1-13.2, which includes athletic facilities and land south of the Cornell Botanic Gardens, including approximately eight buildings and is 31 acres in total size. Minimum lot size in this zone is 30,000 square feet, and minimum lot width is 100 feet at the street line, which are met by the dimensions of the tax parcel. In this zone, 10% lot coverage is permitted, allowing for 3.1 acres of development. Existing structures on this parcel already exceed this limit, totaling 3.12 acres. This project will add approximately 0.5 acres of building footprint on the Town of Ithaca parcel (total building footprint of approximately 2.1 acres) and is seeking an area variance for lot coverage from the Town’s Zoning Board of Appeals. Zoning Area Variance Criteria The following responses are provided to address the town’s questions regarding the variance. 1.Will an undesirable change be produced in the character of the neighborhood or be a detriment to nearby properties? No. This building would be developed on central campus on Tower Road, surrounded by Cornell land and buildings. The development is consistent with the overall campus context. It is not visible to any adjacent landowner. 2.Can the benefit sought by the applicant be achieved by a feasible alternative to the variance? No. Lot coverage: Athletic spaces on campus is limited and valuable. Alternatives that would address lot coverage would necessitate moving the project outside of central campus, which does not achieve the program objectives of providing more recreational opportunities on central campus. Existing structures cover 3.12 acres on this parcel, which already exceeds the 10% allowed lot coverage on the parcel, totaling 3.1 acres of allowable coverage. Height: The building height is the minimum required for the interior sports activities. 3.Is the requested variance substantial? No. Height: This is a fairly typical institutional facility in size, height, and density. It is similar in height to the buildings currently in place along Tower Road. Lot coverage: The building footprint will only add approximately 0.5 acres of building footprint to the Town of Ithaca parcel, on which the lot coverage is already exceeded. 4.Would the variance have an adverse impact on the physical or environmental conditions in the neighborhood? No. This facility is located in central campus, completely surrounded by other campus buildings and lands. The proposed physical and environmental conditions (athletic field and University buildings) are the same as the existing conditions. 5.Is the alleged difficulty self-created? No. As previously recognized by the Town, regarding other projects, the Low-Density Residential zoning does not align with University land use. The town’s zoning code does not include an institutional or university zone. LEGEND ANDNOTESC100SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH04.19.2024DAHOBBDAH1183528020.00 (TGM #E22-09) EXISTINGCONDITIONSPLANC101SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH EROSION ANDSEDIMENT CONTROLPLANCONSTRUCTION PHASEC102 ASealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH EROSION ANDSEDIMENT CONTROLPLANSTABILIZATION PHASEC102 BSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH Indoor Sports and RecreationCenter & Field HockeyUTILITYDEMOLITIONPLANC103SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH UTILITYPLANC104SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH DRAINAGEPLANC105SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH UTILITYDETAILSC201SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH UTILITYDETAILSC202STORMWATERMANAGMENTPRACTICE:BIORETENTIONFILTERPROJECT ID: SPDESNYR-XXXXXXMUST BE MAINTAINED INACCORDANCE WITH O&M PLAN. DO NOT REMOVE OR ALTER.STORMWATERMANAGMENTPRACTICE:HYDRODYNAMICSEPARATORPROJECT ID: SPDESNYR-XXXXXXMUST BE MAINTAINED INACCORDANCE WITH O&M PLAN. DO NOT REMOVE OR ALTER.STORMWATERMANAGMENTPRACTICE:BELOW GRADEDETENTION SYSTEMPROJECT ID: SPDESNYR-XXXXXXMUST BE MAINTAINED INACCORDANCE WITH O&M PLAN. DO NOT REMOVE OR ALTER. FOR MAINTENANCE CALL 1.800.33 8 .11 2 2 www.ContechES.comTMCl ean water starts here®BBFLOWAASealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH ESCDETAILSC203···SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH UTILITYPROFILESC301SealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:DRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTIONARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'04.19.2024DAHOBB1183528020.00 (TGM #E22-09)DAH EXISTING WALLPROTECT INPLACE, TYP.EXISTING TREES TO BE REMOVED, TYP.R&S GRANITE CURB, TYP.R&D CONCRETE PAVEMENT &UNDERLYING SLAB, TYP.R&D SYNTHETIC TURF, INFILL,ELASTIC LAYER. R&S DRAINAGESTONE FOR LATER USER&D GRASS LAWN, TYP.R&D GRAVEL, TYP,P&S LIGHT POLE,FIXTURE, ANDFOUNDATIONR&D CHAIN-LINK FENCE, TYP.R&S SCOREBOARD,R&D SCOREBOARD SUPPORT POLES,FRAMING AND FOOTINGSP&S ELECTRIC ANDTRANSFORMERP&S ABOVE-GROUNDTANK AND PUMPR&S MONUMENTR&S BENCHP&S UTILITY VAULTSR&D ASPHALTPAVEMENT, TYP.R&D CHAIN-LINKFENCE, TYP.R&D CHAIN-LINKFENCE, TYP.R&D CHAIN-LINK FENCE, TYP.SAWCUT PAVEMENT, TYP.SAWCUT PAVEMENT, TYP.P&S CONCRETE SEATWALLSAWCUT PAVEMENT, TYP.SAWCUT PAVEMENT, TYP.SAWCUT PAVEMENT, TYP.R&S EXISTING BOLLARDLIGHTS AND DELIVER TOCLIENT, TYP.R&S BLEACHERSR&D EXISTING LIGHT POLEAND FOUNDATION, TYP.R&D FLUSH 12"CONCRETE CURB, TYP.R&S GRANITE CURB, TYP.DO NOT DISTURB EXISTINGSTORMWATER PRACTICELIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL BOUNDARYSITE PROTECTION &REMOVALS PLANL1-01CLEAR AND GRUB. REMOVETOPSOIL AND STORE FORREUSEREMOVE EXISTING TREEREMOVE AND DISPOSEGRAVELPROTECT EXISTING UTILITYSTRUCTUREREMOVE & DISPOSESAWCUT PAVEMENTREMOVE & SALVAGE EXISTINGBOLLARD LIGHT ANDFOUNDATIONREMOVE AND DISPOSECONCRETE PAVEMENT &UNDERLYING SLABLEGENDDESCRIPTIONSYMBOLSABBREVIATIONDESCRIPTIONGENERALTYPTYPICALR&DREMOVE AND DISPOSER&SREMOVE AND SALVAGEP&SPROTECT AND SUPPORTREMOVE & SALVAGE SITEFEATUREREMOVE AND DISPOSEARTIFICIAL TURF SYSTEMREMOVE AND DISPOSE ASPHALTPAVEMENT & UNDERLYING SLABPROTECT & SUPPORT SITEFEATUREPLANTED AREA TO REMAINLIMIT OF WORK (LOW)MUNICIPAL BOUNDARYREMOVE & DEMOLISH EXISTINGLIGHT POLE AND FOUNDATIONREMOVE & SALVAGESILT LOG, REFER TO CIVILDRAWINGSPROTECT AND SUPPORTCONCRETE PAVEMENTSITE PREPARATION & REMOVALS NOTES:1.ALL DISTURBED AREAS SHALL BE RESTORED TOTHEIR ORIGINAL CONDITION, UNLESS OTHERWISENOTED.2.CONTRACTOR SHALL PROTECT ALL EXISTINGBUILDINGS, PAVEMENT, ANDABOVE/UNDERGROUND STRUCTURES THAT ARENOT BEING DEMOLISHED.3.DAMAGE TO AREAS OUTSIDE OF THE LIMIT OFWORK CAUSED BY WORK UNDER THIS CONTRACTSHALL BE REPAIRED BY THE CONTRACTOR AT NOADDITIONAL COST.4.STAGING AND INSTALLATION SHOULD TAKEPLACE ONLY WITHIN THE LIMIT OF WORK ASDEFINED ON THE DRAWINGS AND ADJACENTASPHALT OR CONCRETE AREAS AS NEEDED. NOSTAGING SHALL TAKE PLACE IN ADJACENTPLANTING AREAS. COORDINATE STAGING AREASWITH OWNER.5.REMOVE ALL EXISTING CONSTRUCTIONSNECESSARY FOR THE COMPLETION OF THE WORKAS DEPICTED ON THE DRAWINGS.6.IN ALL AREAS DESIGNATED FOR TYPICAL(NON-HAND EXCAVATED) PAVING REMOVAL,REMOVE EXISTING MATERIAL TO A MIN. DEPTHOF 10 INCHES/250MM BELOW EXISTING GRADEOR TO BOTTOM OF EXISTING BASE AGGREGATE,WHICHEVER IS DEEPER.7.PROTECT ALL EXISTING PLANT MATERIAL FROMDAMAGE AND ALL PLANTING SOIL FROMCONTAMINATION DURING CONSTRUCTION.8.IF EXISTING IRRIGATION PIPING IS FOUND,REMOVE IRRIGATION HEADS,VALVES, LATERALSAND MAINLINES AS NECESSARY. CAP END OFUNDISTURBED MAINLINES AND LATERALS.ENSURE SYSTEM REMAINS OPERATIONAL TOEXISTING PLANTING AREAS NOT WITH INDISTURBED AREA. RESTORE CONNECTIONS AFTERCONSTRUCTION COMPLETION.9.PRESERVE AND PROTECT ALL EXISTING SITEFURNISHINGS OR HARDSCAPE TO REMAIN.REMOVE ALL FURNISHINGS AS IDENTIFIED ONDEMOLITION PLAN, INCLUDING ANY FOUNDATIONOR OTHER FEATURES ASSOCIATED WITH THEFURNISHING.10.NECESSARY DISCONNECTS AND ALTERATIONS TOEXISTING MECHANICAL AND ELECTRICAL SYSTEMSSHALL BE INCLUDED AS NEEDED. PATCH ASREQUIRED ALL CONSTRUCTIONS TO REMAIN INACCORDANCE WITH THE CONTRACT DRAWINGS.11.ALL REMOVALS AND SALVAGE, UNLESSSPECIFICALLY NOTED OR REQUESTED BY THEOWNER, SHALL BECOME THE PROPERTY OF THECONTRACTOR.12.VERIFY WITH LANDSCAPE ARCHITECT PRIOR TOREMOVAL, ANY ADDITIONAL LANDSCAPE ITEMSNOT ANNOTATED ON THE LANDSCAPE DRAWINGSTHAT NEED TO BE REMOVED TO COMPLETESCOPE OF WORK.13.ALL STRUCTURAL SYSTEMS AND HARDSCAPEELEMENTS SHALL BE MAINTAINED IN FIELDUNLESS OTHERWISE NOTED. THE CONTRACTORSHALL REINSTALL ALL TEMPORARILY REMOVEDFURNISHINGS TO THEIR ORIGINAL LOCATION ANDPLACEMENT IN FIELD EXISTING CONDITION,UNLESS OTHERWISE NOTED.14.ALL ROOTS FOUND BELOW PAVING TO BEREMOVED SHALL BE CUT AND REMOVED AMINIMUM OF FOUR INCHES/100 MILLIMETERBELOW THE DEPTH OF EXCAVATION OR AT THEEDGE OF THE LIMIT OF WORK. ALL ROOTPRUNING TO BE PERFORMED BY CERTIFIEDARBORIST.15.ALL SURFACES CALLED FOR SANDBLASTING TO BEREVIEWED IN MOCKUP FIRST WITH LANDSCAPEARCHITECT.16.ALL SURFACES CALLED FOR REPAINTING TO BESTRIPPED, CONCRETE SANDBLASTED, METALSTRIPPED, BEFORE PRIMING AND REPAINTING.17.ALL TREES TO BE REMOVED TO BE CUT AT BASE,STUMP TO BE GRINDED, AND ANY ROOTS LARGERTHAN 2 INCHES/50 MILLIMETER IN DIA. WITHIN A5 FOOT/1.5 METER RADIUS OF THE CENTER OFTHE TRUNK TO BE REMOVED.18.THE LIMIT OF WORK LINE FOR THE AREA TO BECLEARED AND GRUBBED SHALL BE THE SAME ASTHE LIMIT OF WORK LINE NECESSARY FORGRADING PURPOSES, I.E., THE GRADING LIMITSAROUND THE PERIMETER OF THE PROJECT AREA.19.THE DISPOSAL OF ALL DEMOLISHED MATERIALS ISTHE RESPONSIBILITY OF THE CONTRACTOR ANDMUST BE OFF-SITE IN ACCORDANCE WITH ALLFEDERAL, STATE, AND LOCAL MUNICIPALREQUIREMENTS.20.REMOVE AND RESET ALL REGULATORY SIGNAGEPER CITY REQUIREMENTS.21.ANY DAMAGED UTILITIES MUST BE RETURNED TOPRE-DAMAGED CONDITION, OR BETTER.22.ALL EXISTING WATER SERVICES SHALL BE SHUTOFF AND CAPPED AT THE WATER MAIN. EXISTINGSERVICE LINES, VALVES, AND VALVE BOXESSHALL BE REMOVED.23.SEE CIVIL SERIES DRAWINGS FOR UTILITYINFRASTRUCTURE TO BE REMOVED. THISDRAWING IS NOT A COMPREHENSIVEREPRESENTATION OF ALL SITE ITEMS TO BEREMOVED OR PROTECTED. ANY ADDITIONALSERVICES LOCATED DURING CONSTRUCTION NOTINDICATED TO REMAIN SHALL ALSO BE BROUGHTTO IMMEDIATE ATTENTION OF THE SITEARCHITECT.24.ALL STREET LIGHTING AND TRAFFIC SIGNALCONDUITS SHALL REMAIN IN PLACE AND BEPROTECTED UNLESS OTHERWISE NOTED. ANYDAMAGE TO THESE CONDUITS SHALL BEREPAIRED BY THE CONTRACTOR.Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L1-01_SITE PROTECTION & REMOVALS PLAN.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20' ALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELD+/- 382'26.00'20.00'29.50' 26.00'20.00'+/- 225' 11.33' 20.00'ACCESS FROMCAMPUS ROADACCESS FROMTOWER ROADVEHICULAR ACCESS TO FIELDACCESS FROMTOWER ROADVEHICULAR ACCESSVIA ROLL UP DOORACCESS FROMCAMPUS ROADFLUSH CURBMOUNTABLECURB20.80' 50.68'HYDRANTHYDRANT20.00'LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL BOUNDARYLIMIT OF WORKSYMBOLSDESCRIPTIONLEGENDFIRE APPARATUS ACCESSFIRE ACCESS ROUTESL1-02Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L1-02_FIRE ACCESS ROUTES.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20' ALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELDALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELDALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELDALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELDALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELD360.00, TYP.15.00,TYP.LOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFR3.00'R3.00'R20.0 0 'R12.00'R 1 2 . 0 0 'R8.00'R5.00'R35.00'R28.00'R 3 . 0 0 ' R3.0 0 'LOCATIONTO BE VIFALIGN12.0012.0026.00 26.0020.00R10.00'9.766.00, TYP.9.8320.00S89° 45' 34.30"W115.02S89° 30' 53.06"E424.24LOCATIONTO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFLOCATION TO BE VIFALIGN10.528.008.03 22.508.00R10 . 0 0 '182.688.00N0° 29' 38.63"E14.30 N0° 29' 42.52"E32.10N89° 41' 57.70"E192.99N85° 24' 33.61"E47.43N 3 5 ° 4 7 ' 5 6 . 1 3 " E 24 . 3 1 S89° 34' 40.11"W66.9526.0094.6015.00 N0° 22' 38.59"E 306.70 68.03N81° 05' 49.46"E102.63L=12.41, R=8.00D=88.9062.9210.16 20.001.50, TYP.R8.00'LOCATIONTO BE VIFLOCATIONTO BE VIFLOCATIONTO BE VIFLOCATIONTO BE VIFLOCATIONTO BE VIFLOCATIONTO BE VIFN0° 01' 15.60"W 56.66N0° 38' 07.75"W 20.69N0° 16' 40.68"W 133.66 N0° 21' 09.68"W 129.53N0° 28' 58.95"E12.45N0° 13' 37.43"W 55.31ALIGN 8.00R 3 . 0 0 '20.00160.00105.00, TYP. (SPORTS LIGHT POLE)L=64.60,R=39.10D=94.66N:891674.73E:849185.88N:891654.45E:849180.20N:891653.72E:849178.35N:891574.87E:849179.52N:891652.37E:848903.95N:891684.47E:848904.23N:891285.01E:848900.78N:891244.92E:848942.00N:891245.94E:849134.99N:891249.73E:849182.27N:891241.36E:849182.21N:891259.87E:849182.33N:891231.19E:849182.14N:891275.75E:849283.72N:891241.85E:849297.24N:891230.03E:849317.71N:891234.23E:849352.70N:891240.58E:849505.68N:891236.66E:849515.53N:891256.38E:849529.75N:891256.87E:849596.69N:891263.44E:849604.65N:891318.75E:849604.43N:891460.73E:849603.74N:891534.33E:849603.38N:891594.39E:849603.09N:891615.07E:849602.86N:891671.73E:849602.84N:891536.12E:849392.26N:891537.86E:849184.16N:891331.20E:849604.54N:891557.24E:849378.84N:891522.91E:849416.5227.506.00 R5.00 ' R 3 . 0 0 'R5.00'4.00,TYP.N:891537.90E:849179.12N:891548.73E:849438.978.00 R 3 . 0 0 ' R 5 . 0 0 '8.330.50N:891269.57E:849554.74N:891278.45E:849539.366.00, TYP.1.50N:891243.44E:849533.7020 . 3 1N:891218.07E:849315.14N:891231.50E:849237.2516.21R8.00'R3.00'R4.93 'R2.00' 3.12 13.9655.4121.80LOCATIONTO BE VIFLOCATIONTO BE VIFN:891647.19E:849160.95N:891649.26E:848918.29N:891275.94E:848915.11N:891273.88E:849157.771.33, TYP.14.19R13.33'R13.33'N:891241.16E:849164.93N:891282.98E:849276.03N:891285.20E:849200.14N:891521.00E:849425.1112.00, TYP.N:891512.56E:849396.55R3.00'R 3 . 0 0 ' R 8 . 0 0 'LOCATION TO BE VIF10.00N:891650.92E:849199.63N:891629.22E:849234.472. 0 0 , TY P .12.00, TYP.6.00, TYP.N:891616.16E:849262.02N:891633.12E:849227.48N:891612.91E:849263.64N:891597.06E:849296.18N:891593.14E:849303.17N:891590.27E:849308.29N:891572.42E:849336.1127.07N:891558.91E:849181.89N:891258.01E:848986.304.00,TYP.30.00, TYP.210.00, TYP.N0° 29' 06.94"E 136.49 S60° 46' 39.03"E242.37N89° 08' 45.21"E162.85S59° 59' 50.26"E23.64N:891247.80E:849321.247.00, TYP.N:891224.73E:849288.4417.5020.00N:891267.62E:849278.883.466. 0 0 , T Y P .N:891267.84E:849267.141.50,TYP.N:891251.77E:849284.36R2.00'N:891274.18E:849219.22N:891271.75E:849220.28N:891257.14E:849204.7523.5620.0N:891259.74E:849270.78N:891252.40E:849254.71ALIGNLOCATIONTO BE VIFALIGNR3.00'R3.00'11.33 N:891505.70E:849583.409.0 0 8.0011.788. 0 0 ALIGNLOCATION TO BE VIFLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL BOUNDARY5/4/2023 9:55:01 AMBEARING DISTANCE CENTERLINE (CL)LEGENDLIMIT OF WORK (LOW)DESCRIPTIONSYMBOLS694.56'N01°16'44"ER1' -0 "5.00'RADIAL DIMENSIONLINEAR DIMENSIONARC LENGTH DIMENSIONABBREVIATIONDESCRIPTIONGENERALTYPTYPICALVIFVERIFY IN FIELDNNORTHEEASTSSOUTHWWESTO/CON CENTER1'-312"N:10541359.19E:3297858.87NORTHING/EASTING COORDINATESMUNICIPAL BOUNDARYLAYOUT PLANL2-01LAYOUT NOTES:1.VERIFY LOCATION OF ALL BUILDINGS, WALLS,ROADS AND CURBS AFFECTING LANDSCAPE SCOPEOF WORK WITH ARCHITECTURAL AND CIVILENGINEER'S DRAWINGS.2.VERIFY LOCATION OF ALL VAULTS, ELECTRICALDUCT BANKS, MANHOLES, CONDUIT AND PIPING,DRAINAGE STRUCTURES AND OTHER UTILITIESWITH THE APPROPRIATE ENGINEERINGDRAWINGS.3.TAKE ALL DIMENSIONS FROM BACK OF CURB,WALL OR BUILDING OR TO CENTERLINE OFCOLUMNS OR TREES UNLESS OTHERWISE NOTED.ALL MEASUREMENTS TO DESIGNATEDCENTERLINE(S).4.TAKE ALL DIMENSIONS PERPENDICULAR TO ANYREFERENCE LINE, WORK LINE, FACE OF BUILDING,FACE OF WALL, OR CENTERLINE.5.ALL DIMENSIONS TAKEN TO CENTERLINE OFBUILDING COLUMN SHALL MEAN THE FIRST ROWOF COLUMNS CLOSEST TO THE FACE OF THEBUILDING. SEE ARCHITECT'S DRAWINGS FORCORRESPONDING COLUMN LINES.6.ALL ANGLES TO BE 90 DEGREES AND ALL LINESOF PAVING AND FENCING TO BE PARALLELUNLESS NOTED OTHERWISE. MAINTAINHORIZONTAL ALIGNMENT OF ADJACENTELEMENTS AS NOTED ON THE DRAWINGS.7.REFERENCE TO NORTH REFERS TO TRUE NORTH,REFERENCE TO SCALE IS FOR FULL-SIZEDDRAWINGS ONLY. DO NOT SCALE FROM REDUCEDDRAWINGS.8.DIMENSIONS TAKE PRECEDENCE OVER SCALESSHOWN ON DRAWINGS.9.NOTES AND DETAILS ON SPECIFIC DRAWINGSTAKE PRECEDENCE OVER GENERAL NOTES ANDTYPICAL DETAILS.10.DO NOT INSTALL ANY WORK ON STRUCTUREPRIOR TO REVIEW OF WATERPROOFING BYARCHITECT.11.ALL CONCRETE SLABS AND RAMP OR STEPFOOTINGS SHALL BE DOWELED INTO ABUTTINGWALLS, FOUNDATIONS AND FOOTINGS USINGBARS OF THE SAME SIZE AND SPACING UNLESSNOTED OTHERWISE. SEE JOINTING DETAILS.12.WHERE NOT SHOWN ON LANDSCAPE DRAWINGS,SEE CIVIL ENGINEER'S DRAWINGS FOR ROADWAYCENTERLINES, BUILDING SETBACKS ANDBENCHMARKS.13.ALL COORDINATES ARE BASED ON AN ASSUMEDGRID SYSTEM. COORDINATES REFER TO THECENTER OF STRUCTURES UNLESS OTHERWISENOTED OR DETAILED.Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L2-01_LAYOUT PLAN-1.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20' ALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL BOUNDARYF1F2F3F4ASPHALT PAVING, TYP.RIVERSTONE DRIPEDGE, TYP.STEEL EDGING, TYP.STABILIZEDSTONEDUSTPAVING, TYP.PRECAST CONCRETESEATING, TYP.CONCRETE PAVING,HEAVY-DUTY, TYPCONCRETE PAVING, TYP.CONCRETE PAVING,HEAVY-DUTY, TYPPRECAST CONCRETESEATING, TYPCONCRETE PAVINGHEAVY DUTY, TYP.PERIMETER CONCRETETURF CURBFLUSH GRANITECURBFLUSH GRANITECURBSYNTHETIC TURF FIELD6-FOOT FENCE AT SYNTHETICTURF PERIMETER CURBMULTI-PURPOSE TURFFIELD STRIPING, TYP.SEE SPECIFICATIONS30' HIGH END OF FIELDNETTING, TYP. SEESPECIFICATIONSSCOREBOARDSPORTS LIGHT POLE(F1,F2,F3,F4), TYP.42" BLACK VINYLCHAIN LINK FENCEHYDRANTHYDRANTHEAVY-DUTY CONCRETE PAD FOREXISTING DUMPSTERSBIKE RACK, TYP.PEDESTRIAN LIGHTPOLE, TYP. SEESPECIFICATIONSLIGHT POLEFOUNDATION - INPLANTING, TYP.BIKE RACK, TYP.EXISTING SPORTSLIGHTING TO REMAINSTABILIZED STONEDUSTPAVING, TYP.COLORED CONCRETEPAVING W/ SILICA CARBIDEMOUNTABLE GRANITECURBFLUSH GRANITECURBEXISTING CONCRETESEATWALL TO REMAINFIELD NET POSTPA-03FN-01FN-02FD-01FD-02SW-01PA-09EG-02EG-01PA-02SF-01PA-04PA-05PA-02SW-01EG-02PA-05SF-01EG-08PA-02EG-02PA-07PA-01FD-07SF-02PA-06FN-03SMOOTH CONCRETEPAVER BANDS, TYPAPPROXIMATE EXTENTS OFSNOWMELT SYSTEM, TYP. REFER TOMS1-01 FOR MORE DETAILSBOLLARD, TYP.PA-10COLORED CONCRETEPAVING W/ SILICA CARBIDEPA-04IN-KIND REPLACEMENT OFEXISTING ASPHALTPAVEMENT IN PARKING LOTIN-KIND REPLACEMENT OFEXISTING ASPHALTPAVEMENT IN THE ALUMNIFIELD PARKING LOTIN-KIND REPLACEMENT OFEXISTING CONCRETEPAVEMENT IN WALKWAYMATERIALS NOTES:1.TYPES OF MATERIALS ARE NOTED IN THE LEGEND.SEE DETAILS AND SPECIFICATIONS FOR FINISHES.2.ALL LANDSCAPE MATERIALS AND LAYOUT SHALL BECOORDINATED WITH CIVIL DRAWINGS ANDARCHITECTURE CONSTRUCTION PACKAGESASPHALT PAVINGCONCRETE PAVING,HEAVY-DUTYCONCRETE PAVINGSTABILIZED STONEDUSTPAVINGLEGENDLIMIT OF WORK (LOW)PA-01PAVING ASSEMBLIESSYMBOL:DESCRIPTION:SEEL8-01PA-02PA-03PA-04PA-05PA-06COLORED CONCRETE PAVINGWITH SILICA CARBIDERIVERSTONE DRIP EDGEEXTENTS OF SNOW MELTSYSTEMSEEL8-02EDGE CONDITIONSSYMBOL:DESCRIPTION:GRANITE MOUNTABLE CURBGRANITE FLUSH CURBSTEEL EDGINGEG-01EG-02EG-08EXPANSION JOINTJT-01CONTROL JOINTSEATWALLSSYMBOL:DESCRIPTION:PRECAST CONCRETE SEATINGSW-01SEEL8-04SITE FURNISHINGSSYMBOL:DESCRIPTION:BIKE RACKSF-01SEEL8-04BOLLARDLIGHT POLE FOUNDATION - INPLANTINGSF-02MULTI-PURPOSE FIELDSYMBOL:DESCRIPTION:SYNTHETIC TURF FIELDFN-04FLAGPOLEFD-01SYNTHETIC TURF PERIMETERCURBFD-02SEEL8-10SEEL8-11PA-09HEAVY-DUTY CONCRETE PADFOR EXISTING DUMPSTERSFENCING AND NETTINGSYMBOL:DESCRIPTION:42" BLACK VINYL CHAIN LINKFENCEFN-026-FOOT FENCE AT SYNTHETICTURF PERIMETER CURBFN-01MUNICIPAL BOUNDARYSCOREBOARDFD-07JT-03PA-07FIELD NET POSTFN-03PA-10SMOOTH CONCRETE PAVERBANDPAVING JOINTSSYMBOL:DESCRIPTION:SEEL8-01MATERIALS PLANL3-01Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L3-01_MATERIALS PLAN-1.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20' ALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELDFG 0.50%SG 0.50%20.00FG 875.55TOS: 875.33TSG: 874.6610.00FG: 875.10, TOS: 874.88, TSG: 873.21+ (875.70)(875.69)+(876.17)3.84%+ 877.45+ 878.10+ 878.25+ 878.02+ 877.65+ 877.25+ 877.903.33%1.5%0.50%+ 877.49+ 877.191.5%1.75%5 STAIRS+ 877.75877.70 ++ 877.65+ 877.321.75%+ 878.91+ 879.00+ 878.302.3%1%1.59%+ 875.491.75%1. 7 5 %1%+ 877.70+ 875.80+ 877.27+ 878.251.75%878.10+878.10+878.20++ 878.80+ 878.52878.10++877.651%+877.65+ 876.40+ 876.191.75%+ 877.45+ 877.451. 7 5 %+ 876.85877.95++ 878.85+ 878.851.5%1.5%+880.201.75%+ 878.25878.25 +++877.65+(TC 878.36)++ (BC 877.57)+ (BC 877.51)(878.26)TC 878.10BC 877.60+877.95+877.95+878.10+877.73+877.85+878.25+(878.20)++ 878.251. 5 %+(TC 878.70)++878.60(TC 880.10)+(TC 880.30)++879.55(879.70)++879.251.75%878.10 +878.10 ++++(879.28)+(BC 879.33)+1.75%875.30+(877.90)+878.15+(878.09)++ 875.25+ 877.71+ 877.47(878.15)+(878.16)++ 877.96+ 877.97+ 878.75+ 878.75880878(879.20)(879.25) +878877878878HPS 875.950.67%LPS 874.350.67%FG 874.30FG 874.15874.5+ LPFG 875.1020.0020.0020.0020.0020.0020.0020.0020.0020.00875875+ 877.75877.75 +877.75 ++ 877.30+ 877.00(BC 877.70)(879.69)(878.96)RIM 877.82RIM 878.73+ 877.61+ 875.49+ 875.33+ 875.33RIM 878.02RIM 875.00RIM 874.35RIM 878.61RIM 878.87RIM 877.90LP/RIM 877.35RIM 877.40RIM 877.05RIM 874.40REFER TO C105 FOR UTILITYSTRUCTURE AND SYSTEMINFORMATIONRIM 878.35RIM 878.15(BC 876.87)+(BC 876.49)+(876.00)+(875.87)+(TC 876.89BC 876.54)+(TC 876.23BC 876.12)+8 6 . 0 °876.45876.396.0+ 876.19+ 876.33+ 876.101.0%+ 875.90+ 875.90LP 874.65+(879.13)+(879.06)+(879.05)+(879.22)+(879.22)+(878.87)+(879.29)1%1%+ 878.25+ 878.93+ 878.86+ 878.85+ 879.02+ 879.02+(879.29)+(879.17)+(879.42)879879 1.75%FG: 875.00, TOS: 874.78, TSG: 874.11FG 0.50%SG 0.50%FG: 875.20, TOS: 874.98, TSG: 873.31 FG: 875.30, TOS: 875.08, TSG: 873.41 FG: 875.40, TOS: 875.18, TSG: 873.51FG: 875.50, TOS: 875.28, TSG: 873.61FG: 875.55, TOS: 874.33, TSG: 873.66FG: 875.55, TOS: 874.33, TSG: 873.66FG: 875.50, TOS: 875.28, TSG: 873.61FG: 875.40, TOS: 875.18, TSG: 873.51FG: 875.30, TOS: 875.08, TSG: 873.41FG: 875.20, TOS: 874.98, TSG: 873.31FG: 875.10, TOS: 874.88, TSG: 873.21FG: 875.00, TOS: 874.78, TSG: 874.11 FG: 875.10, TOS: 874.88, TSG: 873.21 FG: 875.00, TOS: 874.78, TSG: 874.11 FG: 875.20, TOS: 874.98, TSG: 873.31 FG: 875.30, TOS: 875.08, TSG: 873.41 FG: 875.40, TOS: 875.18, TSG: 873.51FG: 875.50, TOS: 875.28, TSG: 873.61FG: 875.55, TOS: 874.33, TSG: 873.66FG: 875.55, TOS: 874.33, TSG: 873.66FG: 875.50, TOS: 875.28, TSG: 873.61FG: 875.40, TOS: 875.18, TSG: 873.51FG: 875.30, TOS: 875.08, TSG: 873.41FG: 875.20, TOS: 874.98, TSG: 873.31FG: 875.10, TOS: 874.88, TSG: 873.21FG: 875.00, TOS: 874.78, TSG: 874.11 FG 875.20FG 875.30FG 875.40FG 875.50FG 875.10FG 875.20FG 875.30FG 875.40FG 875.50FG 875.55TOS: 875.33TSG: 874.66FG 875.10FG 875.20FG 875.30FG 875.40FG 875.50FG 875.10FG 875.20FG 875.30FG 875.40FG 875.50877876875875874LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL BOUNDARY5110.00TSBSVERIFY IN FIELDSYMBOLDESCRIPTIONSPOT ELEVATIONFINISHED FLOOR ELEVATIONTOP AND BOTTOM OF STAIRCONTOUR MAJORCONTOUR MINORVIFFFETCBCTOP AND BOTTOM OF CURBTWBWTOP AND BOTTOM OF WALLHPLPSLOW POINT OF SWALEHIGH POINTCONTOUR/ELEVATIONEXISTINGGRADE BREAKRIM ELEVATIONRIM(5)UTILITY STRUCTURE, SEECIVIL DRAWINGSNOTE: "+" IDENTIFIES LOCATION REQUIRING SPOTELEVATION, TYP.LPLOW POINTHPSHIGH POINT OF SWALETRENCH DRAIN, SEE CIVILDRAWINGSFINISHED / FIELD GRADEFGTOP OF ELASTIC LAYERTELTOP OF STONETOSTOP OF SUBGRADETSGLIMIT OF WORK (LOW)MUNICIPAL BOUNDARYLEGENDGRADING NOTES:1.FOR EXISTING TOPOGRAPHY INCLUDING GRADES,UTILITIES, PROPERTY LINES, LIMITS OFROADWAYS, CURBS AND GUTTERS, EXISTINGTREES, ETC., REFER TO THE SURVEY.2.SAWCUT AND REMOVE ALL EXISTING PAVEMENTIN AREAS WHERE THE PROPOSED GRADES ARELESS THAN 1 INCH/25 MILLIMETER GREATERTHAN THE EXISTING GRADES.3.PATHWAY LONGITUDINAL SLOPES SHALL NOTEXCEED 5%. PATHWAY CROSS-SLOPES AND PLAZASLOPES SHALL NOT EXCEED 2% IN ANYDIRECTION. ADA RAMP LONGITUDINAL SLOPESHALL NOT EXCEED 8.3%. ALL PAVED AREASSHALL BE SLOPED TO DRAIN WITH A MINIMUMSLOPE OF 0.5%. PLANTED AREAS SHALL HAVE AMINIMUM SLOPE OF 2% AND A MAXIMUM SLOPEOF 33%. CONTRACTOR TO NOTIFYENGINEER/LANDSCAPE ARCHITECT/OWNERIMMEDIATELY OF ANY DISCREPANCIES BETWEENTHESE RULES AND GIVEN SPOT GRADES.4.ALL FINISHED GRADES SHALL PROVIDE FORNATURAL RUNOFF OF WATER WITHOUT LOWSPOTS OR POCKETS. SET FLOW LINESACCURATELY AND PROVIDE A MINIMUM 1% AND AMAXIMUM 3:1 (33%) GRADIENT UNLESSOTHERWISE NOTED.5.HOLD FINISHED GRADES INCLUDING THE MULCHLAYER FOR SHRUB AND GROUNDCOVER AREAS1/4 INCH/7 MILLIMETER BELOW TOP OFADJACENT PAVEMENT, CURBS, OR HEADERSUNLESS OTHERWISE NOTED ON THE DRAWINGS.6.GRADUALLY ROUND OFF TOPS AND TOES OF ALLPLANTED SLOPES TO PRODUCE A SMOOTH ANDNATURAL APPEARING TRANSITION BETWEENRELATIVELY LEVEL AREAS AND SLOPES.7.RETAIN A 1 FOOT/300 MILLIMETER MINSHOULDER (5% SLOPE OR LESS) ADJACENT TOALL WALKWAYS AND UTILITY TABS, UNLESSOTHERWISE NOTED.8.VERIFY ACCURACY OF ALL EXISTING GRADES ATAREAS TO REMAIN, PRIOR TO STARTINGCONSTRUCTION OF ADJUSTMENTIMPROVEMENTS. NOTIFY CLIENT AND DESIGNTEAM OF DISCREPANCIES.9.HOLD TOPS OF WALLS LEVEL UNLESS NOTEDOTHERWISE.10.COORDINATE ALL EXISTING MANHOLES, CATCHBASINS, UTILITY BOXES, CLEANOUTS, VAULTS,FIRE HYDRANTS, ETC., TO MATCH NEW FINISHEDGRADES.11.IN FILL AREAS WHERE PROPOSED GRADES ARE 1TO 3 INCHES/25-75 MILLIMETER HIGHER THANTHE EXISTING PAVEMENT, THE PROPOSEDGRADES SHALL BE MET BY ADDING PAVEMENTOVERLAYS (1.5 INCH/40 MILLIMETER MAXIMUMTHICKNESS EACH LIFT) TO EXISTING PAVEMENT.12.SYNTHETIC TURF PERIMETER CURB SHALL NOTDEVIATE MORE THAN 18" IN 10 FEET AND SHALLNOT VARY FROM DESIGN GRADE BY MORE THAN18".13.SUBGRADE SHALL BE GRADED TO A TOLERANCEOF 14" FROM DESIGN GRADE WITHHYDRAULICALLY CONTROLLED LASER GRADINGAPPARATUS. THE GRADE SHALL NOT VARY MORETHAN 14" IN 10 FEET UNDER 10 FOOT STRAIGHTEDGE.14.PRIOR TO INSTALLATION OF GEOTEXTILE FABRIC,PANEL DRAINS, AND DRAINAGE STONE, SIGNOFFFROM ARCHITECT IS REQUIRED ON SUBGRADEFOR COMPACTION, PLANARITY, AND DESIGNGRADE COMPLIANCE.15.DRAINAGE STONE SHALL BE FINE GRADED TO ATOLERANCE OF 18" FROM DESIGN GRADE AND NOTVARY MORE THAN 18" WHEN MEASURE UNDER A 10FOOT STRAIGHT EDGE.GRADING PLANL4-01Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L4-01_GRADING PLAN.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20' ALUMNI FIELD PARKING LOTINDOOR SPORTS &RECREATION CENTERFFE 878.33PARKING LOTCHARLES F. BERMAN FIELDWEILLHALLFIELD EL. 875ALUMNI FIELDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL BOUNDARYMAINTAIN EXISTING GRASS. DO NOTDISTURB STORMWATER PRACTICE(14) AG(14) AG(12) IS(6) BO(4) BO(2) BO(3) AO(5) UP(2) UP(3) AO(2) AO(6) BO(10) CN(3) AO(10) AA(11) MB(3) MB(6) MB(7) AL(8) AL(7) IR(1) IV2(37) PA(41) CS(51) CS(13) SK(51) SK(100)NFG(100)NFG(100)NFG(38) PA(47) MD(34) MD(22) AL(26) AL(11) IM(9) VDPLANTING NOTES:1.REFER TO L5-02, PLANTING SCHEDULE, FORLEGEND OF GROUNDCOVER AND PLANTSPECIES.2.PROVIDE MATCHING SIZES AND FORMS FOREACH SPECIES OF TREE INSTALLED ON GRID ORSPACED EQUALLY IN ROWS AS SHOWN ONDRAWINGS, SUBJECT TO REVIEW BY THELANDSCAPE ARCHITECT.3.PROVIDE MATCHING SIZES AND FORMS FOR ALLHEDGE PLANTINGS. SPACE EQUALLY(TRIANGULARLY) AS SHOWN.4.INSTALL ALL TREES A MINIMUM OF 3 FEET/1METER FROM BACK OF CURB, EDGE OF WALLOR PAVING.5.FORM MINIMUM 3 INCH/75 MILLIMETERWATERING BASIN AROUND ALL TREES NOTINSTALLED PAVED AREAS. FILL TREE RING WITHA 3 INCH/75 MILLIMETER LAYER OF MULCH.6.NO MULCH OR SOIL TO BE LEFT DIRECTLY ONROOT CROWN.7.REMOVE ALL GIRDLING ROOTS FROM NEW TREEMATERIAL.8.REMOVE TOP AND SIDES OF B&B TREES BURLAPAND WIRE FRAMES, REMOVE ANY EXCESS SOILFROM AROUND ROOT CROWNS.9.FOR BOXED TREES, REMOVE FOUR VERTICALSIDES OF BOX, LEAVING BOTTOM OF BOXINTACT IN TREE PIT.10.FOR BARE-ROOT OR MISSOURI GRAVEL TREES,FOLLOW CLIMATE CONTROLRECOMMENDATIONS OF SUPPLIER, SOAKHYDROGEL SPRAYED ROOTS FOR ONE HOURBEFORE PLANTING. SEE ROOT CROWN 1/2 INCH/13 MILLIMETERS ABOVE ADJACENT SOIL, ANDEVENLY SPREAD OUT ROOTS AND BACKFILL OFSOIL TO AVOID GROUPING OF ROOTS OR FINEROOTS, BUT RATHER RADIALLY ARRANGINGROOTS WITHIN TREE PIT.11.GENTLY LOOSEN OR CUTAWAY PLASTICCONTAINERS FROM CONTAINER STOCKPLANTINGS. FOR HIGHLY ROOT-BOUNDCONTAINERS, SHAVING ROOTS CUTTING FINEROOTS FOR THE OUTER 1/4 INCH/7MILLIMETER OF CONTAINER, FOR MILDLYROOT-BOUND CONTAINERS, HAND LOOSENBEFORE PLANTING.12.EACH LOCATION OF TREE SHALL BE STAKED ATAPPROXIMATE FINISH ELEVATION BYCONTRACTOR FOR REVIEW BY LANDSCAPEARCHITECT AND APPROVAL PRIOR TO FINALINSTALLATION. ALL TREES IN AREA SHALL BESTAKED FOR REFERENCE AND LIMITS OF PLANTBEDS AND PAVING CLEARLY MARKED AT AMINIMUM.13.PLANT NAMES ARE ABBREVIATED ON THEDRAWINGS. SEE PLANT LEGEND FOR KEY ANDCLASSIFICATION.14.ALL TREES TO HAVE A 3 INCH/75 MILLIMETERTHICK LAYER OF MULCH, AND SHRUB ORHERBACEOUS PLANTING AREAS TO RECEIVE 2INCH/50 MILLIMETER THICK LAYER OF MULCH,SEE SPECIFICATIONS.15.DO NOT PLANT GROUND COVERS, HEDGES, ORFLOWERING PLANTS WITHIN 3 FEET/1 METEROF ANY EXISTING AND/OR PROPOSEDHYDRANTS, PIV, FDC, DCDA, ETC.16.SEE SPECIFICATIONS FOR ANCHOR, TREECOLLARS, AND ADDITIONAL PRODUCTS ANDREQUIREMENTS NEEDED FOR PLANTING.TREE PRUNING NOTES:1.ALL EXISTING TREES TO REMAIN WITHIN THELANDSCAPE LIMIT OF WORK TO BE REVIEWEDBY A REGISTERED ARBORIST FOR HEALTH ANDSAFETY. THE ARBORIST WILL MAKERECOMMENDATIONS FOR PRUNING ANDREMOVING AS NECESSARY TO SUPPORT LONGTERM HEALTH AND SAFETY.2.A TREE PRUNING WORK PLAN WILL BESUBMITTED TO THE LANDSCAPE ARCHITECTFOR REVIEW. THIS WORK PLAN WILL BEDEVELOPED BY A REGISTERED ARBORIST, ANDWILL DESCRIBE THE SCOPE OF WORK TO BEUNDERTAKEN.3.ALL DEADWOOD, CROSSING BRANCHES, ANDSTRUCTURALLY COMPROMISED BRANCHES ANDTRUNKS SHALL BE REMOVED. ALL SUCKERS TOBE REMOVED. ALL DENSE CANOPIES INEXISTING TREES TO BE LIFTED ABOVE 8FEET/2.5 METER HIGH FOR TREES 6 INCH/150MILLIMETER DBH OR LARGER.4.ALL PRUNING TO BE DONE BY REGISTEREDARBORIST, FOLLOWING ISA BEST PRACTICESFOR BOTH SAFETY AND METHODS, ANSI 300.5.REMOVE OR CUT AT THE BASE ANY POSTS,FENCING OR OTHER MATERIALS THAT THETREE HAS GROWN AROUND. NOTIFYLANDSCAPE ARCHITECT IF ANY FOREIGNOBJECT REMOVAL REQUIRES ADDITIONALDEMOLITION OF EXISTING TO REMAIN SITESTRUCTURES.PLANTING PLANL5-01LEGENDLIMIT OF WORK (LOW)MUNICIPAL BOUNDARYPlot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L5-01_PLANTING PLAN.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20' NUP: LOW MOW NATIVE UPLAND SPECIES MIXCOMMONNAMECOMP. %BOTANICAL NAMECOMMON NAMENOTESAT3%Asclepias tuberosaButterfly MilkweedFlowering PerennialAL2%Aster lateriflorusCalico AsterFlowering PerennialBC10%Bouteloua curtipendulaSideoats GrammaNative GrassCL3%Coreopsis lanceolataLanceleaf CoreopsisFlowering PerennialEV15%Elymus virginicusVirginia WildryeNative GrassHH3%Heliopsis helianthoidesWoodland SunflowerFlowering PerennialPT8%Pycanthemum tenuifoliumNarrowleaf MountainmintFlowering PerennialRH3%Rudbeckia hirtaBlack-eyed SusanFlowering PerennialSS60%Schizachyrium scopariumLittle BluestemNative GrassSN2%Solidago nemoralisGray GoldenrodFlowering PerennialSYMBOLCODEBOTANICAL NAMECOMMON NAMESIZECONTAINERQTYREMARKSTREESAOACER RUBRUM 'REDPOINTE'REDPOINTE RED MAPLE2.5" CAL.B&B11AGAMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY8-10` HEIGHTB&B14CLUMP, SPECIMENBOBETULA PAPYRIFERA `OENCI`RENAISSANCE OASIS® PAPER BIRCH8-10` HEIGHTAS INDICATED18CNCERCIS CANADENSIS `NORTHERN STRAIN`NORTHERN STRAIN EASTERN REDBUD8-10` HEIGHTB&B10MULTI-STEM SPECIMENUPULMUS AMERICANA `PRINCETON`PRINCETON AMERICAN ELM2.5" CAL.B&B7SHRUBSAAARONIA ARBUTIFOLIA 'BRILLIANTISSIMA'BRILLIANT RED CHOKEBERRY#3POT10ALARONIA MELANOCARPA `UCONNAM165`LOW SCAPE MOUND® BLACK CHOKEBERRY#2POT63CSCORNUS SERICEA `ARCTIC FIRE`RED TWIG DOGWOOD#2POT92ISILEX GLABRA 'SHAMROCK'SHAMROCK INKBERRY HOLLY#2POT12IRILEX VERTICILLATA `RED SPRITE`RED SPRITE WINTERBERRY#7POT7IV2ILEX VERTICILLATA 'JIM DANDY'JIM DANDY WINTERBERRY#7POT1IMITEA VIRGINICA 'MERLOT'MERLOT SWEETSPIRE#2POT11MDMICROBIOTA DECUSSATASIBERIAN CARPET CYPRESS#3POT81MBMYRICA PENSYLVANICA 'BOBZAM'BOBEE™ NORTHERN BAYBERRY#7POT20SKSYRINGA PUBESCENS PATULA `MISS KIM`MISS KIM KOREAN LILAC#5POT64VDVIBURNUM X RHYTIDOPHYLLOIDES 'DARTS DUKE'DARTS DUKE LANTANAPHYLLUM VIBURNUM#5POT9PERENNIALSPAPOLYSTICHUM ACROSTICHOIDESCHRISTMAS FERN#1POT75SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZECONTAINERSPACINGQTYREMARKSGROUND COVERSBMBIORETENTION MIXSTORMWATER MGMT PLANTS#1POT24" o.c.574JUNCUS EFFUSUS 25%, PANICUM VIRGATUM 'CAPEBREEZE' 30%, IRIS VERSICOLOR 25%, LOBELIACARDINALIS 20%CPCAREX PENSYLVANICAPENNSYLVANIA SEDGEPLUG10" o.c.3,022FMFOREBAY MIXSTORMWATER MGMT PLANTS#1POT24" o.c.569JUNCUS EFFUSUS 30%, CAREX FLACCA 'BLUE ZINGER'25%, ASTILBE JAPONICA 'DEUTCHLAND' 20%,CHELONE GLABRA 25%NUPLOW-MOW NATIVE UPLAND PLUGSNATIVE GRASS FLOWER MIX---PLUG12" o.c.12,43380% NATIVE GRASSES, 20% WILDFLOWERSTSTURFTYPE 1- CORNELL TURFGRASS SEED BLENDSEED35,604 SFTLTURF SEED LOW GROW MIXTYPE 2- LOW-GROW MIXSEED2,541 SFPLANT SCHEDULENFGNARCISSUS 'FEBRUARY GOLD'YELLOW DAFFODILTOPSIZEBULBRANDOM300HAND BROADCASTVT-09VT-07VT-08VT-01VT-02VT-03VT-05PLANTING SCHEDULEL5-02Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L5-02_PLANTING SCHEDULE.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20' LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL 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9:55:01 AMSITE LIGHTING PLANL6-01Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L6-01_LIGHTING PLAN.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'SYMBOLDESCRIPTIONLIMIT OF WORK (LOW)MUNICIPAL BOUNDARYLEGENDSPORTS LIGHT POLE, MUSCO'LIGHT-STRUCTURE SYSTEM'F1-F2: 70' MOUNTING HEIGHTF3-F4: 80' MOUNTING HEIGHTSITE LIGHT POLE,BEGA POLE-TOP LUMINAIRE,14' MOUNTING HEIGHT11.8ILLUMINATION LEVEL(FOOTCANDLE)1" = 30' LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORKTOWN OF ITHACACITY OF ITHACAMUNICIPAL BOUNDARYF1F2F3F40.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.00.10.20.30.30.30.30.20.10.10.10.00.00.00.00.20.50.81.01.11.10.80.80.50.20.10.00.00.00.10.71.72.63.85.04.84.54.32.70.80.20.10.00.00.52.66.310.116.018.315.815.517.811.42.00.50.10.00.00.01.711.329.134.241.640.035.636.742.029.75.30.90.20.00.00.00.12.417.649.253.051.652.149.151.256.445.08.21.00.20.00.00.00.10.73.813.938.449.648.149.949.852.452.436.19.10.80.00.00.00.00.10.31.34.314.340.753.853.149.050.153.453.644.611.81.10.10.00.00.10.20.61.54.615.540.255.054.450.951.856.657.645.712.82.00.30.10.00.00.10.20.61.65.015.936.553.752.449.049.054.456.843.112.42.40.50.10.00.00.10.20.61.75.015.334.952.152.247.149.053.956.042.311.42.10.50.20.00.00.10.20.61.65.015.936.453.652.348.849.054.457.042.912.22.40.50.10.00.00.10.20.61.54.715.639.955.054.350.951.756.557.545.712.92.10.30.10.00.00.00.10.31.44.414.341.054.153.449.250.453.853.844.311.81.20.10.00.00.00.00.10.73.813.838.550.048.149.649.652.152.536.79.40.80.00.00.00.00.22.517.448.552.951.652.449.450.956.144.88.20.90.20.00.00.01.812.030.935.943.141.136.737.843.530.85.50.90.20.00.00.62.86.810.817.119.316.716.419.012.22.10.50.10.00.00.10.71.82.84.15.45.24.84.72.90.80.20.10.00.00.00.20.60.91.11.21.20.90.80.50.30.10.00.00.00.10.20.30.40.40.30.20.10.10.10.00.00.00.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.0F1F2F3F45/4/2023 9:55:01 AMFIELD LIGHTING PLANL6-02Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L6-01_LIGHTING PLAN.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'SYMBOLDESCRIPTIONLIMIT OF WORK (LOW)MUNICIPAL BOUNDARYLEGENDSPORTS LIGHT POLE, MUSCO'LIGHT-STRUCTURE SYSTEM'F1-F2: 70' MOUNTING HEIGHTF3-F4: 80' MOUNTING HEIGHTSITE LIGHT POLE,BEGA POLE-TOP LUMINAIRE,14' MOUNTING HEIGHT11.8ILLUMINATION LEVEL(FOOTCANDLE)1" = 30' B C A UNDISTURBED ORCOMPACTED SUBGRADECOMPACTED DENSEGRADED CRUSHED STONEBITUMINOUS CONCRETEBINDER COURSEAPPLY TACK COATBETWEEN LAYERS12" MIN.ABVEHICULAR1 1/2"2 1/2"C12"BITUMINOUS CONCRETEWEARING (SURFACE)COURSEAPPLY JOINT ADHESIVE TOALL TOP COURSE JOINTSFILTER FABRIC MIRAFI500X OR EQUIVALENT6"GRADED, GRANULAR,FREE-DRAINING CRUSHEDSTONE OR GRAVELAGGREGATE BASE COURSE1'COMPACTED OR UNDISTURBEDSUBGRADEREINFORCING BAR @ 12''O.C., BOTH DIRECTIONS. SEESPECIFICATIONS.3"3"SEE SPECIFICATIONS FORCONCRETE FINISH, TYP.34" DEEP SAWCUT JOINT, TYP.FILTER FABRIC MIRAFI500X OR EQUIVALENT6"6"1'-6"COMPACTED ORUNDISTURBEDSUBGRADEDRAINAGE STONEFILTER FABRIC1 12 " to 2" RIVER STONEPLANTING, TYP.14" THICK X 5" DEEPSTEEL EDGING, STAKED.SEE SPECIFICATIONS.BUILDING FACE, TYP.,SEE ARCH. DWGSDRAINAGE BOARD,SEE ARCH. DWGS6"6" PERFORATED PVCUNDERDRAIN PIPE, SEECIVIL DRAWINGSFILTER FABRICEQ.EQ.6"REINFORCED CAST IN PLACECONCRETE PAVING WITHINTEGRAL COLOR & EXPOSEDSILICA CARBIDE FINISH1'COMPACTED OR UNDISTURBEDSUBGRADE34" DEEP SAWCUT JOINT, TYP.WELDED WIRE FABRICREINFORCEMENT, W2.9xW2.9x6/6.SEE SPECIFICATIONS.GRADED, GRANULAR,FREE-DRAINING CRUSHEDSTONE OR GRAVELAGGREGATE BASE COURSEVARIES12"FLEXIBLE SEALANTBACKER RODCOMPRESSIBLEFILLER12" S.S. SLIP DOWEL, 30" O.C.CORE DRILL INTO EXISTINGCONCRETE, SET DOWEL WITHNON-SHRINK EPOXY.BELOW GRADECONDITION VARIESFINISH VARIES. SEESPECIFICATIONS.10"6"CAST-IN-PLACE REINFORCEDCONCRETE HAUNCH12"EXISTING CONCRETEEQ.EQ.COMPACTED ORUNDISTURBED SUBGRADEAGGREGATE BASE COURSEFILTER FABRICSTABILIZED STONEDUSTPAVINGNOTES1.INSTALLATION TO BECOMPLETED IN ACCORDANCEWITH MANUFACTURERSSPECIFICATIONS.6"3"14" THICK X 5" DEEP STEELEDGING WITH 18" DEEPSTAKEPLANTED AREADECOMPOSED GRANITE OR 38"OR 14" CRUSHED AGGREGATESCREENINGS5"6"COMPACTED OR UNDISTURBEDSUBGRADEGALVANIZED WELDED WIRE FABRICREINFORCEMENT, W2.9xW2.9x6/6.SEE SPECIFICATIONS.21 2"SEE SPECIFICATIONS FORCONCRETE FINISH, TYP.34" DEEP SAWCUT JOINT, TYP.GRADED, GRANULAR,FREE-DRAINING CRUSHEDSTONE OR GRAVELAGGREGATE BASE COURSEFILTER FABRIC MIRAFI500X OR EQUIVALENT8"NOTES1.CONCRETE PAVING SHALL BE LIGHT BROOM FINISH, UNLESS OTHERWISE NOTED.2.SEE SPECIFICATIONS FOR CONCRETE JOINT REQUIREMENTS.COMPACTED ORUNDISTURBEDSUBGRADEPROCESSEDAGGREGATE BASECAST-IN-PLACECONCRETE PAVEMENT,TYP.PLANTED AREA WITH MULCH,TYP. SEE SPECIFICATIONS.8"#4 BARS @ 12" O.C.6"3" MIN.6"1'-6"COMPACTED ORUNDISTURBEDSUBGRADECOMPACTEDAGGREGATEBASEFILTER FABRIC1 12 " to 2" RIVER STONEPLANTING, TYP.14" THICK X 5" DEEPSTEEL EDGING, STAKED.SEE SPECIFICATIONS.BUILDING FACE, TYP.,SEE ARCH. DWGS6"1'VARIES12"FLEXIBLE SEALANTBACKER RODCOMPRESSIBLE FILLER12" S.S. SLIP DOWEL FIXED ATONE END 30" O.C.CAST IN PLACE CONCRETE BASEWITH FIBERMESH REINFORCINGBELOW GRADE CONDITION VARIESFINISH VARIES. SEE SPECIFICATIONS.NOTE:1.REFER TO LAYOUT PLANS FOR JOINTING TYPE, LAYOUT, ANDSPACING, TYP.VARIES12"FLEXIBLE SEALANTBACKER RODCOMPRESSIBLE FILLERADJACENT RIGID ELEMENTVARIES: WALL, CURB, FOOTING,OR OTHER, TYP.FINISH VARIES. SEE SPECIFICATIONS.NOTE:1.REFER TO LAYOUT PLANS FOR JOINTING TYPE, LAYOUT, ANDSPACING, TYP.2.EXPANSION JOINTS SHALL BE INSTALLED BETWEEN RIGIDSURFACES SUCH AS WALLS, CURBS, PAVINGS, AND FOOTINGS.SEE SPECIFICATIONS.NOTE:1.REFER TO LAYOUT PLANS FOR JOINTING TYPE, LAYOUT, ANDSPACING, TYP. SEE SPECIFICATIONS.SAW CUT JOINTJOINT DEPTH = 14 OF DEPTH OF CONCRETE SLAB, TYP.1/8", TYP.Indoor Sports and RecreationSITE DETAILS - PAVINGL8-01ASPHALT PAVINGPA-011" = 1'-0"CONCRETE PAVING - HEAVY-DUTYPA-021" = 1'-0"COLORED CONCRETE PAVING W/ SILICA CARBIDEPA-041" = 1'-0"STABILIZED STONEDUST PAVINGPA-051" = 1'-0"CONCRETE PAVINGPA-031" = 1'-0"SMOOTH CONCRETE PAVER BANDPA-101" = 1'-0"HEAVY-DUTY CONCRETE PAD FOR EXISTING DUMPSTERSPA-091" = 1'-0"RIVERSTONE DRIP EDGEPA-061" = 1'-0"RIVERSTONE DRIP EDGE WITH UNDERDRAINPA-071" = 1'-0"C.I.P CONCRETE AT EXISTING CONCRETE PAVINGPA-081" = 1'-0"DETAIL IN PROGRESS, PENDINGCOORDINATIONPlot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L8-01_SITE DETAILS.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'AS NOTEDEXPANSION JOINTJT-013" = 1'-0"EXPANSION JOINT AT VERTICAL ELEMENTJT-023" = 1'-0"CONTROL JOINTJT-033" = 1'-0" HIGH USE LAWN SOILPREPARED SUBGRADEMEADOW/POVERTY SOILORSTRIPPED EXISTINGTOPSOIL/MEADOW SOIL,SEE SPECIFICATIONS2" DEPTH MULCH.4" FIBER REINFORCED UPPER,SEE SPECIFICATIONS14" THICK X 5" DEEP STEELEDGING, STAKED. SEESPECIFICATIONS.LAWN AREAPLANTING AREAHEAVY-DUTY CONCRETEPAVING WITH CONCRETEHAUNCH3"R 1 "NOTES:1. TOP OF MOUNTABLE CURB ELEVATION TO MATCH LINE AND GRADE OF EXISTING ADJACENTCURBS. SEE MATERIAL AND LAYOUT PLANS FOR ALIGNMENT AND EXTENTS.FLUSH10"1'-6"R1"GRANITE CURB, ALIGN FACESOF CURBSADJACENT EXISTINGASPHALT PAVEMENTEXPANSION JOINT12"10"6"44.4°AGGREGATE BASE COURSE11 2" 1'HEAVY-DUTY CONCRETEPAVING WITH CONCRETEHAUNCHNOTES:1. TOP OF CONCRETE MOUNTABLE CURB ELEVATION TO MATCH LINE AND GRADE OF EXISTINGADJACENT CONCRETE ROAD CURBS. SEE MATERIAL AND LAYOUT PLANS FOR ALIGNMENT ANDEXTENTS.FLUSH1'-6"ADJACENT EXISTINGASPHALT PAVEMENTSALVAGED OR NEW TYPE 'C'GRANITE CURBEXPANSION JOINT12"10"6" 1'AGGREGATE BASE COURSELEGENDNOTESA.REFER TO SPECIFICATION SECTION "321726 -TACTILE WARNING PAVERS" FOR ADDITIONALINFORMATION.1.CAST IRON (UNPAINTED) DETECTABLE WARNINGPAVER, TYP.2.CURB, SEE PLANS FOR MATERIAL3.FLUSH CURB4.PORTLAND CEMENT CONCRETE PAVEMENT, SEE1/L4-005.MORTAR SETTING BEDPLANTINGAREA213PLANSCALE:12" = 1'-0"2'-0" MIN.SECTIONSCALE:3" = 1'-0"1541"SECTIONSCALE:3" = 1'-0"1541"LEGENDNOTESA.REFER TO SPECIFICATION SECTION "321726 -TACTILE WARNING PAVERS" FOR ADDITIONALINFORMATION.1.CAST IRON (UNPAINTED) DETECTABLE WARNINGPAVER, TYP.2.CURB, SEE PLANS FOR MATERIAL3.FLUSH CURB4.PORTLAND CEMENT CONCRETE PAVEMENT, SEE1/L4-005.MORTAR SETTING BED2'-0" MIN.PLANSCALE:12" = 1'-0"STREETPLANTINGAREAPLANTINGAREA13222'-0", TYP.6'-0"6"CAST IRON DETECTABLE WARNINGPLATE, TYP.CAST-IN-PLACE CONCRETECOMPACTED AGGREGATE BASEAT FLUSH CONDITIONSOIL SUBGRADE SHALL BE PREPAREDIN ACCORDANCE WITH THEREQUIREMENTS OF THE EARTHWORKSPECIFICATION AND THEGEOTECHNICAL ENGINEERING STUDY.SET AGAINSTADJACENT SURFACE1'-4" 6"5"6"MIN.6"MIN.9"SALVAGED OR NEW TYPE 'C' GRANITECURB, SAWN TOP,SPLIT FACE, 4' MIN. LENGTH6 MIL POLYETHYLENE BOND BREAKERADJACENT TO CONCRETE3" MIN.CONCRETE FOOTINGCOMPACTED SUBGRADEAGGREGATE BASE COURSENOTE: CAULK JOINTS EVERY 150' AND OTHER JOINTS <18" GAPVARIES, SEE PLAN3'-0" MIN.SLOPESLOPE SLOPEDETECTABLE WARNINGPAVERSVARIESVARIES1:10 MAX1:10 MAX1:12 MAX SITE DETAILS - EDGECONDITIONSL8-02GRANITE MOUNTABLE CURBEG-011" = 1'-0"GRANITE FLUSH CURBEG-021" = 1'-0"CAST IRON FLUSH WARNING PAVEREG-071" = 1'-0"STEEL EDGINGEG-081' = 1'-0"GRANITE CURBEG-031" = 1'-0"TACTILE WARNING PAVERS ON RADIUSEG-041/2" = 1'-0"TACTILE WARNING PAVERSEG-051/2" = 1'-0"DROP CURBEG-066" = 1'-0"Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L8-01_SITE DETAILS.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'AS NOTED 2" DEPTH COMPOSTED BARK MULCH,KEEP FREE OF TRUNKS / STEMSSET CROWN OF ROOTBALL 1"ABOVE FINISHED SOIL GRADEREMOVE ROPES, WIRES, &NON-BIODEGRADABLE MATERIALSFROM ROOTBALL, LOOSEN ROOTBOUND ROOTBALLS OF CONTAINERGROWN SHRUBSLCLCNOTE:1.PRUNE BROKEN BRANCHES.HAND WATER IN ALLSHRUBS AFTER PLANTING.DRAINAGE SAND, SEE CIVIL DRAWINGSFOR DRAINAGE DETAILS AND TYPESPREPARED SUBGRADE1'PLANTING BED SOILHORTICULTURAL SUBSOIL2'VARIESVARIES2" DEPTH LEAF MULCH.DO NOT COVER STEMSOR FOLIAGEREMOVE CONTAINERAND LOOSEN ROOTBALLSPREPARED SUBGRADEDRAINAGE SAND, SEE CIVILDRAWINGS FOR DRAINAGE DETAILSAND TYPES1'1'PLANTING BED SOILHORTICULTURAL SUBSOILFINISHED GRADESODDED LAWNDRAINAGE SAND, SEE CIVILDRAWINGS FOR DRAINAGEDETAILS AND TYPESPREPARED SUBGRADEPLANTING BED SOILHORTICULTURAL SUBSOIL1'1'6060 60`A'`A'`A'`B'PLANT SPACING (`A')6 IN. O.C.8 IN. O.C.10 IN. O.C.12 IN. O.C.15 IN. O.C.18 IN. O.C.24 IN. O.C.30 IN. O.C.26 IN. O.C.21 IN. O.C.16 IN. O.C.13 IN. O.C.10-1/2 IN. O.C.8-1/2 IN. O.C.7 IN. O.C.5 IN. O.C.ROW SPACING (`B')EXTENT OF PLANTING PIT2"-3" DEEP LOAM WATERING BERM @EDGE OF ROOTBALL, REMOVE AFTERONE YEAR3'MULCH RINGPLAN2" DEPTH MULCH, DO NOT APPLYMULCH TO ROOT FLARE OF TREE(3) 2"X4"X10' STAKES DRIVEN MIN24" INTO UNDISTURBED GRADEOUTSIDE ROOTBALL3'MULCH RINGSECTION120°WOOD STAKES SPACED EQUALLYAROUND TREE (3 PER TREE)TREEROOTBALLEXTENT OF MULCH RING.DO NOT APPLY MULCH TOROOT FLARE OF TREE18'-0"GUY WIRE (3 PER TREE)PREPARED SUBGRADE OR STRUCTURE6"ALLSIDESCUT AND REMOVE BURLAP ANDCOMPLETELY REMOVE WIREBASKET ANDNON-BIODEGRADABLE MATERIALSFROM ROOTBALLNOTE:1.SET TREE TRUNK PLUMB VERTICAL.2.MULCH SHALL NOT COVER BASE OF TREE TRUNK.3.PRUNE BROKEN, CROSSING OR RUBBING BRANCHES.4.REFER TO SPECIFICATIONS FOR STAKING INFORMATION.COMPACTEDHORTICULTURAL SUBSOILSET TREE FLARE AT FINISHEDGRADE OF SOILTREE WATERING STAKES, SEEIRRIGATION DRAWINGS1'2'DEPENDS ON ROOTBALL SIZE, TYP.PLANTING BED SOILHOSEARBORTIE, FIXED TO WOOD POSTHORTICULTURAL SUBSOIL, DEPTHDEPENDS ON ROOTBALL SIZE, TYP.CUT AND REMOVE BURLAPAND COMPLETELY REMOVEWIRE BASKET3' DIA. MULCH (NO MULCHAROUND TRUNK BASE)CONTRACTOR SHALL REMOVEEXCESS FILL FROM TOP OFTRUNK. SET CROWN OF ROOTBALL 2" HIGHER THANFINISHED GRADE.TREES ARE TO BE PRUNED TOMAINTAIN UNDERSTORY.COMPACTED SOIL PEDESTALTO PREVENT SETTLING WITHTREES > 2.5" CALIPER TRUNKSCARIFY SIDES AND BOTTOMOF HOLEROOTBALL3' DIA. MULCH (NO MULCHAROUND TRUNK BASE)VARIES, SEE PLANSNO GROUNDCOVEROVER ROOT BALLNOTE:1.TREE TRUNK TO BE PLUMB VERTICAL.2.MULCH SHALL NOT COVER BASE OF TREE TRUNK OR GROUND COVER.3.ALL TREES TO BE STAKED PER TREE STAKING DETAIL.PLANSECTIONPREPARED SUBGRADE ORSTRUCTUREPLANTING BED SOILARBORTIE, FIXED TO WOOD POSTWOOD STAKES (3 PER TREE)SP-04PLANTING SOIL, SEE PLANSPREPARED SUBGRADE ORSTRUCTUREARBORTIE, FIXED TO WOOD POSTROOTBALLSOIL SAUCER120°2" DEPTH MULCH, DO NOT APPLYMULCH TO ROOT FLARE OF TREETREEARBORTIE GUY (3 PER TREE)PLANEXTENT OF PLANTING PIT5'-1114"ALLSIDESPLANT PIT=3X ROOT BALL DIAMETERSECTIONCUT AND REMOVE BURLAPAND COMPLETELY REMOVEWIRE BASKET ANDNON-BIODEGRADABLEMATERIALS FROM ROOTBALLWOOD STAKES (3 PER TREE)WOOD STAKES(3 PER TREE)NOTE:1.SET TREE TRUNK PLUMB VERTICAL.2.MULCH SHALL NOT COVER BASE OF TREE TRUNK.3.FOLLOW MANUFACTURER INSTRUCTIONS FOR ARBORTIE INSTALLATION.4.PRUNE BROKEN, CROSSING OR RUBBING BRANCHES.5.REFER TO SPECIFICATIONS FOR STAKING INFORMATION.PLANTING BED SOIL1'HORTICULTURAL SUBSOIL, DEPTHDEPENDS ON ROOTBALL SIZE, TYP.MEADOW SOILNO-MOW FESCUE ANDPERENNIALS; SEEPLANTING PLAN1'-0"SCARIFY SUBGRADEPREPARED SUBGRADE;SEE SPECIFICATIONSPERFORATED PIPE WITHFILTER FABRIC SOCK (ASREQUIRED)SAND DRAINAGELAYER (ASREQUIRED)4"-6"PLACE MIN 2" MULCH OVERSLOPE, TAKING CARE NOT TOBURY PLANTSPLANT SHRUBS AND LARGERPLANTS AT SLOPE ANGLE,ROUGHEN ROOTBALLS TOIMPROVE CONTACT W/ SOIL.REFER TO CIVIL DRAWINGS FORSLOPE REINFORCEMENT FORSLOPES GREATER THAN 3:1PLANTING SOILPLACE & COMPACT FILL IN 6"LIFTS, CREATING BENCHES TOSTABILIZE PLANTING BED SOIL4'NOTES:1.SET TREE TRUNK PLUMB VERTICAL.2.MULCH SHALL NOT COVER BASE OF TREE TRUNK.3.PRUNE BROKEN, CROSSING OR RUBBING BRANCHES.4.REFER TO SPECIFICATIONS FOR STAKING INFORMATION.3'-0"PREPARED SUBGRADETREE WATERING STAKES, SEEIRRIGATION DRAWINGSPLANTING SOIL (AS NEEDED); DONOT BURY THE TREE FLARE. SETFLARE OF TREE AT TOP OF SANDBASED STRUCTURAL SOILTREE GRATECUT AND REMOVE TOP ALL BURLAP ANDCOMPLETELY REMOVE WIRE BASKET ANDNON-BIODEGRADABLE MATERIALS FROMROOTBALLCOMPACTEDHORTICULTURAL SUBSOIL212"1'2"MIN.CU STRUCTURAL SOILPRECAST CONCRETE PAVERSDRAINAGE SANDWASHED AASHTO #57 STONE6"6"SITE DETAILS - PLANTINGL8-03SHRUB AND GROUNDCOVER PLANTINGVT-011" = 1'-0"SHRUB AND GROUNDCOVER PLANTING - ON SLOPEVT-021" = 1'-0"PERENIAL AND GROUNDCOVER PLANTINGVT-031" = 1'-0"SHRUB AND GROUNDCOVER TRIANGULATION LAYOUTVT-041" = 1'-0"SODDED LAWNVT-051" = 1'-0"MEADOWVT-061' = 1'-0"DECIDUOUS TREE PLANTINGVT-071/2" = 1'-0"MULTI STEM TREE PLANTINGVT-081/2" = 1'-0"CONFIER TREE PLANTINGVT-091/2" = 1'-0"PROPOSED DECIDUOUS TREE AT CONCRETE PAVEMENTVT-101/2" = 1'-0"Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L8-01_SITE DETAILS.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'AS NOTED NOTES1.BIKE RACK 'DOWNTOWN' BY DERO2.TO BE INSTALLED PLUMB VERTICAL3.FOLLOW MANUFACTURER RECOMMENDATION FOR SPACING2'-6"2'-8" 10"PLANSECTIONCORE DRILLEDCONCRETE FOOTING2 38"AA1SECTION A-A1POLE BASE DIMS VARYREFER TO PLANS1"LIGHT POLEBASE PLATECOVERANCHOR BOLTSREINFORCEDCONCRETEFOUNDATION,(REFER TO GSSERIES DRAWINGS)ELECTRICALCONDUITUNDISTURBED ORCOMPACTEDSUBGRADECAST-IN-PLACECONCRETE CAP.BONDING AGENTSHALL BE APPLIEDTO CONCRETEFOUNDATION PRIORTO INSTALLATIONOF "CAP" POUR.PREPARE EXPOSEDANCHOR BOLTS TOPROMOTEBONDING WITHCONCRETE CAP6x6 W2.0 xW2.0 REINF.CLAMPGROUND CABLESURFACEVARIES, SEEPLANSNOTES1.CONTRACTOR SHALL USE CAMPUSSTANDARD BLUE LIGHT PHONE MODEL ANDMANUFACTURER. SEE CAMPUS STANDARDSPECIFICATIONS.2.REFER TO MANUFACTURER SPECIFICATIONSFOR INSTALLATION INSTRUCTIONS.4'-0"1'-6"(4) 5#VERTICAL(3) #4 STIRRUPS@ANCHOR BOLTLOCATION, @3O.C.(2) #4STIRRUPS @12"O.C.#3 TIES @8"O.C.(4) 34" DIA X 26"HOT DIPGALVANIZEDVARIES, SEEMATERIALS PLANPLANELEVATIONSECTION6'SITE DETAILS - FURNISHINGSL8-04BIKE RACK ANCHORSF-011" = 1'-0"LIGHT POLE FOUNDATION - IN PLANTINGSF-021" = 1'-0"BLUE LIGHT PHONESF-031/2" = 1'-0"PRECAST CONCRETE BENCHSW-01N.T.S.Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L8-01_SITE DETAILS.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'AS NOTED 11.SYNTHETIC TURF FIBER WITH RUBBER/SAND INFILL2.PERFORMANCE SHOCK PAD3.TOP DRAINAGE STONE: 1"4.DYNAMIC BASE DRAINAGE STONE: 10.5" - 12"DEPTH (SEE GRADING PLANS)5.PANEL DRAIN6.GEOTEXTILE FABRICA.FG: FINISHED GRADE (TOP OF TOP FIBER)B.TEL: TOP OF E-LAYERC.TOS: TOP OF DRAINAGE STONED.TSG: TOP OF SUBGRADEE.SEE PLANS AND SPECIFICATIONS FOR SYNTHETICTURF FIELD SYSTEM.LEGENDNOTES34562UNDISTURBED SUBGRADECOMPACTED AGGREGATE6"HDPE OUTLETGRAVEL BEDDINGADS DRAINAGE BASINSQUARE CAST IRON GRATEH-10 LOADING. ADACOMPLIANTSEE DRAINAGE PLAN 12" SUMP 6"DIAMETER NOTED IN PLANRESTRICTOR PLATEWHERE REQUIRED1LEGEND1.PUBLIC ADDRESS & SCOREBOARD SECTION2.SYNTHETIC TURF SYSTEM3.SET E-LAYER FLUSH WITH CONCRETE CASING4.REMOVABLE ALUMINUM COVER WITH SYNTHETIC TURFSYSTEM PANEL, SET FLUSH TO TOP OF TURF5.SPORTSFIELD SPECIALTIES COMBOX 3500 (30" X 18")6.OPEN BOTTOM DRAIN TO STONE7.CAST-IN-PLACE CONCRETE ENCASEMENT8.DRAINAGE PIPE OVERFLOW TO STONE234671'-212"111 4"61 2"1'-212"2'NOTESA.INSTALL BOX PER MANUFACTURER'S SPECIFICATIONS.B.PROVIDE ALL CONDUIT AND ELEC/COMM BOXES PERAUDIOVISUAL PLANS.C.WHERE BOTH ELECTRICAL AND COMMUNICATION ORDATA SHARE A BOX, INSTALL CODE COMPLIANTSEPARATION BARRIER BETWEEN SYSTEM TYPES.D.BOXES SHALL BE INSTALLED FLUSH WITH TOP OF TURF.E.BOTTOM OF BOXES TO HAVE 2" WASHED STONE BASE.IN CASES WHERE BOXES ARE WITHIN TEN FEET OFDRAIN OR NOT WITHIN WELL-DRAINED SUBSTRATE,PROVIDE CONCRETE BOTTOM AND PIPE CONNECTIONTO DRAIN.F.ALL CONDUITS SHALL EXTEND 4" ABOVE TOP OFWASHED STONE BASE MATERIAL.G.ALL CABLES AND CONDUCTORS SHALL BE FULLYPROTECTED WITH RIGID CONDUIT OR FLEX-TIGHTCONDUIT.954910711.JUNCTION BOX1.1.NEMA TYPE 3R, WALLMOUNTED HINGE COVER BOX(8"D X 14"W X 16"H)1.2.14GA GALVANIZED STEEL,BLACK1.3.HINGED GASKETED DOOR1.4.GASKETED HINGED ACCESSCOVER AT BOTTOM FOR CABLEPASS THROUGH1.5.WALL MOUNTED FEET.2.UNISTRUT3.CONCRETE TURF CURBNOTES:1.MOUNT JUNCTION BOX TOUNISTRUT.2.CONDUITS TO RUN FROM HANDHOLE TO JUNCTION BOX.3.EACH LOCATION TO INCLUDEDOUBLE DUPLEX OUTLET ANDACCOMMODATIONS FOR OITLEGEND24FIELD DETAILSL8-10Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L8-10_FIELD DETAILS.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'AS NOTEDSYNTHETIC TURF SYSTEMFD-013' = 1'-0"AREA DRAIN AT SYNTHETIC LANDSCAPE TURFFD-041' = 1'-0"ELECTRICAL & COMMUNICATIONS BOXFD-051' = 1'-0"JUNCTION BOX AT FENCEFD-061' = 1'-0"SCOREBOARDFD-076" = 1'-0"DRAIN CLEANOUT - SYNTHETIC TURF FIELDFD-031' = 1'-0"14"2.00' (24")1.2"W x 1"W CONCRETE NOTCH2.SYNTHETIC TURF3.DRAINAGE STONE4.GEOTEXTILE FABRIC5.SYNTHETIC TURF PERIMETER CONCRETE CURB6.4 #4 BAR HORIZONAL CONTINUOUS REINFORCING; 8" LAP7.#4 TIE @ 8' ON CENTER8.6"D COMPACTED AGGREGATE BASE9.COMPACTED SUBGRADE10.ADJACENT SURFACE, VARIESLEGEND8567129A.NOTCH IN CONCRETE: 1"D X 2"WB.TOP OF CONCRETE NOTECH ELEVATIONSHOULD BE SET BASED ON SYNTHETIC TURFINFILL DEPTHC.TOP OF STONE TO BE FLUSH WITH TOP OFCONCRETE NOTCH. 1" BELOW FINISHEDGRADE.D.TOP OF INFILL LAYER TO BE FLUSH WITHTOP OF CURBNOTES4312"1"SYNTHETIC TURF PERIMETER CURBFD-021" = 1'-0" Plot Date: 4/12/2024File: G:\28020.00\3.0_Working\3.9_CAD\1_SheetFiles\PERMITTING\24_0415 PERMIT SET\L8-10_FIELD DETAILS.dwgSaved By: arenaudSealDrawing No.Drawing Title:Key MapProject Title:Client Project No:Drawn By:Checked By:Approved By:Issue Date:04.19.2024SC, TS, JPAR, TS, SCAGDRAWING ISSUE & REVISION HISTORYNo.DescriptionDateSasaki Project No:NOT FOR CONSTRUCTION1183528020.00ARCHITECT + LANDSCAPE ARCHITECTSASAKI110 Chauncy StreetBoston, MA 02111TEL. 617.926.3300www.sasaki.comCIVILTG MILLER605 West State Street, Suite AIthaca, NY 14850TEL. 607.272.6477www.tgmillerpc.comSTRUCTURALLEMESSURIER1380 Soldiers Field RoadBoston, MA 02135TEL. 617.868.1200www.lemessurier.comMEP/FPRFS ENGINEERING71 Water StreetLaconia, NH 03246TEL. 603.524.4647www.rfsengineering.comBUILDING AND FIRE CODEHOWE ENGINEERS141 Longwater Drive, Suite 110Norwell, MA 02061TEL. 781.878.3500www.howeengineers.com04/19/2024ISSUE FOR PERMITIndoor Sports and RecreationCenter & Multi-Purpose FieldTower RoadIthaca, NY 14853Cornell UniversityNorthScale: 1" = 20'FLAG POLESCALE: NTS1.ADJACENT PLANTING OR PAVING2.SYNTHETIC TURF SYSTEM3.PERIMETER TURF CURB4.60" NET POST EMBEDDMENT5.#4 HOOPS @ 12" O.C.6.CAST-IN-PLACE CONCRETEFOOTING7.(6) VERTICAL #8 BARS8.6" DIA X 30' TALL FIELD NETTINGPOSTA.SEE SPECIFICATIONS FOR NETTINGDETAILSB.SEE LAYOUT & MATERIALS PLANFOR NET POST SPACING.C.CONTRACTOR TO CONFIRMFOUNDATION SIZE WITHMANUFACTURER.617854LEGENDNOTES3'7'-0" 6'-0" 5'-0"14"3212"57PLAN - FOOTINGFIELD NET POSTSCALE: 1"=1'-0"16' 6'2'66617D5SECTIONELEVATION1.FENCE POST2.SYNTHETIC TURF SYSTEM3.SYNTHETIC TURF PERIMETER CURB X/LX-XX4.ADJACENT PLANTING OR PAVING (SEE MATERIALSAND GRADING PLANS)5.DENSE GRADED AGGREGATE BASE6.TOP, BOTTOM, AND MID RAIL.7.VINYL COATED CHAIN LINK FABRIC8.WINDSCREEN9.12" HIGH CHAIN LINK PAD WITH RIGID BACKING10.(4) #4 CONTINUOUS THROUGH CURB; 8" LAP11.#4 TIE @ 8' ON CENTERLEGENDNOTESA.SEE SPECIFICATIONS FOR FENCE MESH MATERIAL.B.FRONT OF FENCE POST TO ALIGN WITH FRONT OF NET POST.C.TOP OF FENCE FABRIC SHALL BE SET 12" BELOW TOP RAIL OF FENCE.D.CORE FENCE POST INTO CONCRETE CURB EVERY 8' OC. PROVIDESCORING JOINT IN CURBING AT EACH POST AND EXPANSION JOINTEVERY 3RD POST OR 24'.E.CHAIN LINK FABRIC AND WINDSCREEN ON FIELD SIDE OF FENCE.F.12" PAD SHOULD BE MOUNTED AT BOTTOM OF FENCE SET 1" ABOVETOP OF CURB. REFER TO DRAWINGS FOR EXACT LOCATIONS.814"2.00' (24")31052413"101'-9"119FENCE AT SYNTHETIC TURF PERIMETER CURBSCALE: 1"=1'-0"BLACK VINYL CHAIN LINK FENCESCALE: NTSFN-03FN-02FN-01FN-04FIELD DETAILS -FENCING AND NETTINGL8-11 4 Renderings Figure: Meinig Fieldhouse and multipurpose athletic field viewed looking south from Tower Road 4 Renderings Figure: Meinig Fieldhouse and multipurpose athletic field viewed looking south from Tower Road 6 Figure: Meinig Fieldhouse viewed looking northeast from southwest corner of building 7 Figure: Meinig Fieldhouse viewed looking northwest from southeast corner of building 8 Figure: Meinig Fieldhouse and multipurpose athletic field viewed looking south from Tower Road, at night FullEnvironmentalAssessmentFormPart1-ProjectandSettingInstructionsforCompletingPart1Part1istobecompletedbytheapplicantorprojectsponsor.Responsesbecomepartoftheapplicationforapprovalorfunding,aresubjecttopublicreview,andmaybesubjecttofurtherverification.CompletePail1basedoninfonnationcurrentlyavailable.Ifadditionalresearchorinvestigationwouldbeneededtofullyrespondtoanyitem,pleaseanswerasthoroughlyaspossiblebasedoncurrentinfonnation;indicatewhethermissinginformationdoesnotexist,orisnotreasonablyavailabletothesponsor;and,whenpossible,generallydescribeworkorstudieswhichwouldbenecessarytoupdateorhillydevelopthatinformation.Applicants/sponsorsmustcompleteallitemsinSectionsA&B.InSectionsC,D&B,mostitemscontainaninitialquestionthatmustbeansweredeither“Yes”or“No”.Iftheanswertotheinitialquestionis“Yes”,completethesub-questionsthatfollow.Iftheanswertotheinitialquestionis“No”,proceedtothenextquestion.SectionFallowstheprojectsponsortoidenti’andattachanyadditionalinformation.SectionGrequiresthenameandsignatureoftheapplicantorprojectsponsortoverifythattheinformationcontainedinPartlisaccurateandcomplete.A.ProjectandApplicant/SponsorInformation.NameofActionorProject:CornellUniversityMeinigFieldhouseProjectLocation(describe,andattachagenerallocationmap):RobisonAlumniFields-239TowerRoad,Ithaca,NY14850;TompkinsCounty;CityParcel500700-31-1-1.2;TownParcel503089-67-1-13.2BriefDescriptionofProposedAction(includepurposeorneed):CornellUniversityisproposingtoconstructtheMeinigFieldhouse,anindoorsportsandrecreationcenterthatwillsupportstudentsandcampuswithmuch-neededindoorpracticeandcompetitionspaceforathletics,clubsports,andrecreationneeds.Theprojectsiteisonthecentralcampus,intheareacurrentlyoccupiedbyRobisonAlumniFields,withTowerRoadtothenorth,RobertJ.KaneSportsComplexFieldtotheeast,andWeillHalltothewest.Theproposedfacilitywillenableyear-roundpracticespaceandplayformanyfieldsports,andlimitedcompetitionforNCMlacrosseinearlyspringmonths.Thefacilitywillbea90,000squarefootbuildingthatis56’feettall.Cornell’sexistingMarshaDodsonFieldHockeypitchwillberelocatedtothewest,providingthefieldhockeyathleteswithanewsyntheticturffield.NameofApplicant/Sponsor:Telephone:607.221.1400KimberlyMichaelsE-Mail:kam@twmIaAddress:1001W.SenecaStreet,Suite201City/PO:IthacaState:NYZipCode:14850ProjectContact(ifnotsameassponsor;givenameandtitle/role):Telephone:607.255.2478ElisabeteGodden,ProjectManager.E-Mail:egoddentcornell.eduAddress:102HumphreysServiceBuildingCity/PC:State:ZipCode:IthacaNY14853PropertyOwner(ifnotsameassponsor):Telephone:CornellUniversityE-Mail:Address:City/PO:State:ZipCode:Page1of13FEAF2019 B.GovernmentApprovalsB.GovernmentApprovals,Funding,orSponsorship.(“Funding”includesgrants,loans,taxrelief,andanyotherformsoffinancialassistance.)GovernmentEntityIfYes:IdentifyAgencyandApproval(s)ApplicationDateRequired(Actualorprojected)a.CityCounsel,TownBoard.YcsNoorVillageBoardofTrusteesb.City,TownorVillageYesDNoCityofIthacaPlanningBoard(SQRandSPR),Winter2024PlanningBoardorCommissionTownofIthacaPB(SEQR,SpecialPermit.SPR)c.City,TownorYesQNoTownofthacaZoningBoard(HeightVarianceWinter2024VillageZoningBoardofAppealsandLotCoverage)d.OtherlocalagenciesYesQNoCityofIthacaMS4:SWPPPAcceptance,TownofWinterSSpring2024IthacaMS4:SWPPPAcceptancee.CountyagenciesYesQNoTompkinscountyPlanningtGML239Review).TompkinscountyWinter-Spring2024HealthDepartment(backtlowpreventiondeviceapproval)f.RegionalagenciesDYesØNog.StateagenciesIYesQNoNYSDECforSWPPPWinter-Spring2024It,FederalagenciesCYesJNoi.CoastalResources.I.IstheprojectsuewithinaCoastalArea,orthewaterfrontareaofaDesignatedInlandWaterway?OYesNoii.IstheprojectsitelocatedinacommunitywithanapprovedLocalWaterfrontRevitalizationProgram?CYesNoiii.IstheprojectsitewithinaCoastalErosionHazardArea?0YesNoC.PlanningandZoningC.1.Planningandzoningactions.Willadministrativeorlegislativeadoption,oramendmentofaplan,locallaw,ordinance,ruleorregulationbe(lie0YesNoonlyapproval(s)whichmustbegrantedtoenabletheproposedactiontoproceed?•IfYes,completesectionsC,FandG.•IfNo,proceedtoquestionC.2andcompleteallremainingsectionsandquestionsinPanIC.2.Adoptedlanduseplans.a.Doanymunicipally-adopted(city,town,villageorcounty)comprehensivelanduseplan(s)includethesiteYes0Nowheretheproposedactionwouldbelocated?IfYes,doesthecomprehensiveplanincludespecificrecommendationsforthesitewheretheproposedaction0YesNowouldhelocated?b.Isthesiteoftheproposedactionwithinanylocalorregionalspecialplarmingdistrict(forexample:Greenway;0YesNoBrownfieldOpportunilyArea(BOA);designatedStateorFederalheritagearea;watershedmanagementplan;orother?)IfYes,identifytheplan(s):c.Istheproposedactionlocatedwhollyorpartiallywithinanarealistedinanadoptedmunicipalopenspaceplan,OYesØNoorartadoptedmunicipalfarmlandprotectionplan?IfYes,identi’theplan(s):Page2of13 CJ.Zoninga.IsthesiteoftheproposedactionlocatedinamunicipalitywithanadoptedzoningLaworordinance.YesQNoIfYes,whatisthezoningclassification(s)includinganyapplicableoverlaydistrict?Town-LDR.LowDensityResidentialCity-Ui,Universityb.Istheusepermittedorallowedbyaspecialorconditionalusepermit?YesDNoc.isazoningchangerequestedaspartoftheproposedaction?DYesNoIfYes,I.Whatistheproposednewzoningforthesite?______________________________________________________________________________CA.Existingcommunityservices.a.inwhatschooldistrictistheprojectsitelocated?IthacaCitySchoolDistiictb.WhatpoLiceorotherpubLicprotectionforcesservetheprojectsite?CornellUniversityPolice,IthacaPolicec.Whichfireprotectionandemergencymedicalservicesservetheprojectsite?CornellUniversityFireandLifeSafety,IthacaFireDepartmentStation2,CornellUniversityEmergencyMedicalServiced.Whatparksservetheprojectsitc?Therearemultiplegreenspaceareasnearby,includingCornellBotanicGardens,MinnsGarden.RockwellAzaleaGarden,LibeSlope,andothergreenSpatesoilt.dPIlpUs.D.ProjectDetailsD.1.ProposedandPotentialDevelopmenta,Whatisthegeneralnatureoftheproposedaction(e.g.,residential,industrial,commercial,recreational;ifmixed,includeallcomponents)?Institutional,recreationalb.a.Totalacreageofthesiteoftheproposedaction?7.3acresb.Totalacreagetobephysicallydisturbed?7.3acresc.Totalacreage(projectsiteandanycontiguousproperties)ownedorcontrolledbytheapplicantorprojectsponsor?7.3acresc.Istheproposedactionanexpansionofanexistingprojectoruse?CYesNoi.IfYes,whatistheapproximatepercentageoftheproposedexpansionandidentifytheunits(e.g.,acres,miles,housingunits,squarefeet)’?%_________________________Units:__________________________d.Istheproposedactionasubdivision,ordoesitincludeasubdivision?CYesNoIfYes,i.Purposeortypeofsubdivision?(e.g.,residential,industrial,commercial;ifmixed,specifytypes)/t.Isacluster/conservationlayoutproposed?DYesQNoiii.Numberoflotsproposed?__________iv.Minimumandmaximumproposcdlotsizes?Minimum___________Maximum_______e.Willtheproposedactionbeconstructedinmultiplephases?CYesNoi.IfNo,anticipatedperiodofconstruction:16monthsii.IfYes:•Totalnumberofphasesanticipated______•AnticipatedcommencementdateofphaseI(includingdemolition)______month______year•Anticipatedcompletiondateoffinalphase_____month_____year•Generallydescribeconnectionsorrelationshipsamongphases,includinganycontingencieswhereprogressofonephasemaydeterminetimingordurationofffiturephases:____________________________________________________________________Page3of13 f.Doestheprojectincludenewresidentialuses’?DYesZNoIfYes,shownumbersofunitsproposed.OneErnjlTwoFamilyThreeFamilyMultipleFamily(gormore)InitialPhase_________________________________________________________________Atcompletionofallphases____________________________________________________________g.Doestheproposedactionincludenewnon-residentialconstruction(includingexpansions)?YesDNoIfYes.i.Totalnumberofstructures1ii.Dimensions(infeet)oflargestproposedstructure:56ftheight;382ftwidth;and224Itlengthiii.Approximatecxtentofbuildingspacetobeheatedorcooled:Fr+1-90,289;C:+1-446squarefeeth.DoestheproposedactionincludeconstructionorotheractivitiesthaiwillresultintheimpoundmentofanyDYesNoliquids,suchascreationofawatersupply,reservoir,pond,lake,wastelagoonorotherstorage?IfYes,IPurposeoftheimpoundment:______________________________________________________________________________________ii.Ifawaterimpoundment,theprincipalsourceofthewater:QGroundwaterSurfacewaterstreamsQOtherspecify:iii.Ifotherthanwater,identtt’thetypeofimpounded/containedliquidsandtheirsource.iv.Approximatesizeoftheproposedimpoundment.Volume:_____________milliongallons;stirfacearea:________acresv.Dimensionsoftheproposeddamorimpoundingstructure:_________height;_______lengthvi.Constructionmethod/materialsfortheproposeddamorimpoundingstructure(e.g.,earthfill,rock,wood,concrete):D.2.ProjectOperationsa.Doestheproposedactionincludeanyexcavation,mining,ordredging,duringconstruction,operations,orboth?ØYesDNo(Notincludinggeneralsitepreparation,gradingorinstallationofutilitiesorfoundationswhereallexcavatedmaterialswillremainonsite)IfYes:iWhatisthepurposeoftheexcavationordredging?Buildingfoundationsii.I-lowmuchmaterial(includingrock,earth,sediments,etc.)isproposedtoberemovedfromthesite?•Volume(speci’tonsorcubicyards):0•Overwhatdurationoftime?_________________________________________________________iii.Describenatureandcharacteristicsofmaterialstobeexcavatedordredged,andplanstouse,manageordisposeofthem.Excavatedmaterialswillremainonsite.Iv.Willtherebeonsitedewateringorprocessingofexcavatedmaterials?QYesNoIfyes,describe.i.Whatisthetotalareatobedredgedorexcavated?_________________________________________acresvi.Whatisthemaximumareatobeworkedatanyonetime?___________________________________acresiiiWhatwouldbethemaximumdepthofexcavationordredging?___________________________fcetviii.Willtheexcavationrequireblasting?UYesNoix.Summarizesitereclamationgoalsandplan:-b.Wouldtheproposedacttoncauseorresultinalterationof,increaseordecreaseinsizeof,orencroachmentIJYesNointoanyexistingwetland,waterbody,shoreline,beachoradjacentarea?IfYes:i.Identifythewetlandorwaterbodywhichwouldbeaffected(byname,waterindexnumber,wetlandmapnumberorgeographicdescription):Page4of13 II,Describehowtheproposedactionwouldaffectthatwaterbodyorwetland,eg.excavation,fill,placementofstructures,oraherationofchannels,banksandshorelines.Indicateextentofactivities,alterationsandadditionsinsquarefeetoracres:iii.Willtheproposedactioncauseorresultindisturbancetobottomsediments?CYesØNoIfYes,describe:iv.Willtheproposedactioncauseorresultinthedestructionorremovalofaquaticvegetation?CYesNoIfYes;•acresofaquaticvegetationproposedtoberemoved:_______________________________________________________________•expectedacreageofaquaticvegetationremainingafterprojectcompletion:___________________________________________•purposeofproposedremoval(e.g.beachclearing,invasivespeciescontrol,boataccess):_________________________________•proposedmethodofplantremoval:________________________________________________________________________•ifchemical/herbicidetreatmentwillbeused,speci&product(s):_____________________________________________________v.Describeanyproposedreclamation/mitigationfollowingdisturbance:_________________________________________________________c.Willtheproposedactionuse,orcreateanewdemandforwater?IYesQNoIfYes:i.Totalanticipatedwaterusage/demandperday:3,600gallons/dayii.Willtheproposedactionobtainwaterfromanexistingpublicwatersupply?lYesQNoIfYes:•Nameofdistrictorservicearea:CornellUniversityWaterSystem(NYSDECPermit#:7-5030-00008l00007)•Doestheexistingpublicwatersupplyhavecapacitytoservetheproposal?YesQNo•Istheprojectsiteintheexistingdistrict?YesNo•Isexpansionofthedistrictneeded?CYesNo•Doexistinglinesservetheprojectsite?‘YesCNoiii.Willlineextensionwithinanexistingdistrictbenecessarytosupplytheproject?YcsQNoIfYes:•Describeextensionsorcapacityexpansionsproposedtoservethisproject:_______________________________________________Anew10”HDPEwatermainwillbeconnectedtotheexistinghighpressuresystemlocatedalongTowerRd.andextendedtothebuilding.•Source(s)ofsupplyforthedistrict:FallCreekviatheCornellUniversityWaterFiltrationPlantiv.Isanewwatersupplydistrictorserviceareaproposedtobeformedtoservetheprojectsite?CYesNoIf,Yes:•Applicant/sponsorfornewdistrict:______________________________________________________________________•Dateapplicationsubmittedoranticipated:_____________________________________________________________________________•Proposedsource(s)ofsupplyfornewdistrict:____________________________________________________________________v.Ifapublicwatersupplywillnotbeused,describeplanstoprovidewatersupplyfortheproject:_____________________________Apublicwatersupplywillusedfortheproposedproject.vi.Ifwatersupplywillbefromwells(publicorprivate),whatisthemaximumpumpingcapacity:________gallons/minute.d.Willtheproposedactiongenerateliquidwastes?YescINoIfYes:i.Totalanticipatedliquidwastegenerationperday:3,600gallons/dayii.Natureofliquidwastestobegenerated(e.g.,sanitarywastewater,industrial;ifcombination,describeallcomponentsandapproximatevolumesorproportionsofeach):__________________________________________________________________Domesticwastewateronly.iii.Willtheproposedactionuseanyexistingpublicwastewatertreatmentfacilities?ØYesQNoIfYes:•Nameofwastewatertreatmentplanttobeused:IthacaAreaWasteWaterTreatmentFacility(IATF)•Nameofdistrict:IthacaAreaWasteWaterServiceArea•Doestheexistingwastewatertreatmentplanthavecapacitytoservetheproject?YesDNo•Istheprojectsiteintheexistingdistrict?YescJNo•Isexpansionofthedistrictneeded?QYesNoPage5of13 •Doexistingsewerlinesservetheprojectsite?YesNo•Willalineextensionwithinanexistingdistrictbenecessarytoservetheproject?YesQNdIfYes:•Describeextensionsorcapacityexpansionsproposedtoservethisproject:__________________________________________SanitarysewagefromtheproposedbuildingwillbeliftedtotheUniversitygravitysanitarysewersystemalongCampusRdbymeansofaduplexgrinderpumpstationthroughanewpolyethyleneforcemain.iv.Willanewwastewaler(sewage)treatmentdistrictbeformedtoservetheprojectsite?DYesJNoIfYes:•Applicant/sponsorfornewdistrict:_____________________________________________________________________________•Dateapplicationsubmittedoranticipated:________________________________________________________________________________•Whatisthereceivingwaterforthewastewaterdischarge?__________________________________________________________v.ifpublicfacilitieswillnotbeused,describeplanstoprovidewastewatertreatmentfortheproject,includingspeci’ingproposedreceivingwater(nameandclassificationifsurfacedischargeordescribesubsurfacedisposalplans):vi.Describeanyplansordesignstocapture,recycleorreuseliquidwaste:__________________________________________________________e.Willtheproposedactiondisturbmorethanoneacreandcreatestormwaterrunoff,eitherfromnewpointIYesflNosources(i.e.ditches,pipes,swales,curbs,guttersorotherconcentratedflowsofstormwater)ornon-pointsource(i.e.sheetflow)duringconstructionorpostconstruction?IfYes:1.flowmuchimpervioussurfacewilltheprojectcreateinrelationtototalsizeofprojectparcel?______Squarefeetor3.3acres(impervioussurface)______Squarefeetor7.3acres(parcelsize)ii.Describetypesofnewpointsources.Buildingroofdrainagesystem,swales,athleticfieldunderdrainsiii.V/herewillthestormwaterrunoffbedirected(i.e.on-sitestormwatermanagementfacility/structures,adjacentproperties,groundwater,on-sitesurfacewateroroff-sitesurfacewaters)?Runoffwillbecollectedviaasystemofon-sitedrainageinlets,swains,andunderdrains;thendirectedtoaseriesofbelowgradedetentionfacilitiesandgreeninfrastructurepracticeswithdischargeconnechonstoexistingsewersystems.Existingdrainagepatternsandrateswillbemaintained.•Iftosurfacewaters,identifyreceivingwaterbodiesorwetlands:_________________________________________N/A•Willstormwaterrunoffflowtoadjacentproperties?QYesNoiv.Doestheproposedplanminimizeimpervioussurfaces,useperviousmaterialsorcollectandre-usestormwater?DYesNof.Doestheproposedactionthclude,orwillituseon-site,oneormoresourcesofairemissions,includingfuelØYesflNocombustion,wasteincineration,orotherprocessesoroperations?IfYes,identil5’:i.Mobilesourcesduringprojectoperations(e.g.,heavyequipment,fleetordeliveryvehicles)Noneduringoperations.Duringconstruction:earth-movingequipment,trucks,materialhandlers,cranes,andboomlifts.ii.Stationarysourcesduringconstruction(e.g.,powergeneration,structuralheating,batchplant,crushers)Noneanticipated.iii.Stationarysourcesduringoperations(e.g.,processemissions,largeboilers,electricgeneration)None.g.WillanyairemissionsourcesnamedinD.2.f(above),reqtiireaNYStateAirRegistration.AirFacilityPermit,QYesNoorFederalCleanAirActTitleIVorTitleVPemiit?IfYes:LIstheprojectsitelocatedinanAirqualitynon-attainmentarea?(ArearoutinelyorperiodicallyfailstomeetDYesDNoambientairqualitystandardsforallorsomepartsoftheyear)ii.Inadditiontoemissionsascalculatedintheapplication,theprojectwillgenerate:•___________Tons/year(shorttons)ofCarbonDioxide(C02)•_____________Tons/year(shorttons)ofNitrousOxide(N20)•____________Tons/year(shorttons)ofPerfluorocarbons(PFCs)•____________Tons/year(shorttons)ofSulfurHexafluoride(SF6)•____________Tons/year(shorttons)ofCarbonDioxideequivalentofHydroflourocarbons(HFCs)•____________Tons/year(shorttons)ofHazardousAirPollutants(HAPs)Page6of13 h.Willtheproposedactiongenerateoremitmethane(including,butnotlimitedto,sewagetreatmentplants,EYesØNolSndfills,compostingfacilities)?IfYes:i.Estimatemethanegenerationintons/year(metric):___________________________________________________________________________ii.Describeanymethanecapture,controloreliminationmeasuresincludedinprojectdesign(e.g.,combustiontogenerateheatorelectricity,flaring):i.Willtheproposedactionresultinthcreleaseofairpollutantsfromopen-airoperationsorprocesses,suchasQYesjNoquarryorlandfilloperations?IfYes:Describeoperationsandnatureofemissions(e.g.,dieselexhaust,rockparticulates/dust):j.WilltheproposedactionresultinasubstantialincreaseintrafficabovepresentlevelsorgeneratesubstantialQYesNonewdemandfortransportationfacilitiesorservices?IfYes:i.Whenisthepeaktrafficexpected(Checkallthatapply):CMorningUEveningQWeekendoRandomlybetweenhoursof___________to_________ii.Forcommercialactivitiesonly,projectednumberoftrucktrips/dayandtype(e.g.,semitrailersanddumptrucks):Parkingspaces:ExistingProposedNetincrease/decreaseDoestheproposedactionincludeanyshareduseparking?YesIftheproposedactionincludesanymodificationofexistingroads,creationofnewroadsorchangeinexistingaccess,describe:vLArepublic/privatetransportationservice(s)orfacilitiesavailablewithin‘/2mileoftheproposedsite?YesQNoviiWilltheproposedactionincludeaccesstopublictransportationoraccommodationsforuseofhybrid,electricYesQNoorotheralternativefueledvehicles?viii.WilltheproposedactionincludeplansforpedestrianorbicycleaccommodationsforconnectionstoexistingØYesQNopedestrianorbicycleroutes?k.Willtheproposedaction(forcommercialorindustrialprojectsonly)generateneworadditionaldemandQYesQNoforenergy?NotapplicableIfYes:LEstimateannualelectricitydemandduringoperationoftheproposedaction:________________________________________________ii.Anticipatedsources/suppliersofelectricityfortheproject(e.g.,on-sitecombustion,on-siterenewable,viagrid/localutility,orother):iii.Willtheproposedactionrequireanew,oranupgrade,toanexistingsubstation?DYesUNoI.Hoursofoperation.Answerallitemswhichapply.i.DuringConstruction:ii.DuringOperations:•Monday-Friday:7AM-7PM•Monday-Friday:24/7(hoursvarybyprogramming)•Saturday:7AM-7PM•Saturday:24/7(hoursvarybyprogramming).Sunday:7AM-7PM•Sunday:24/7(hoursvarybyprogramming)Holidays:7AM-7PM•Holidays:24/7(hoursvarybyprogramming)Page7of13 m.Willtheproposedactionproducenoisethatwillexceedexistingambientnoiselevelsduringconstruction,YesQNooperation,orboth?Ifyes:i.Providedetailsincludingsouices,timeofdayandduration:Duringconstructiononly.Rockremovalusinghydraulichammersmountedonexcavatorswilloccurifneeded.II.Willtheproposedactionremoveexistingnaturalbarriersthatcouldactasanoisebarrierorscreen?DYesØNoDescribe:11.Willtheproposedactionhaveoutdoorlighting?YesQNoIfyes:i.Describesource(s),location(s),heightoffixture(s),direction/aim,andproximitytonearestoccupiedstructures:SeeattachedNarrativeii.Willproposedactionremoveexistingnaturalbarriersthatcouldactasalightbarrierorscreen?DYesØNoDescribe:o.Doestheproposedactionhavethepotentialtoproduceodorsformorethanonehourperday?DYesNoIfYes,describepossiblesources,potentialfrequencyanddurationofodoremissions,andproximitytonearestoccupiedstructures:p.Willtheproposedactionincludeanybulkstorageofpetroleum(combinedcapacityofover1,100gallons)QYesNoorchemicalproducts185gallonsinabovegroundstorageoranyamountinundergroundstorage?IfYes:i.Product(s)tobestoredII.Volume(s)________perunittime______________(e.g..month,year)III.Generally,describetheproposedstoragefacilities:__________________________________________________________________________q.Willtheproposedaction(commercial,industrialandrecreationalprojectsonly)usepesticides(ic..herbicides,DYesNoinsecticides)duringconstructionoroperation?IfYes:i.Describeproposedtreatment(s):ii.WilltheproposedactionuseIntegratedPestManagementPractices?QYesQNor.Willtheproposedaction(commercialorindustrialprojectsonly)involveorrequirethemanagementordisposalQYesQNoofsolidwaste(excludinghazardousmaterials)?NotapplicableIfYes:i.Describeanysolidwaste(s)tobegeneratedduringconstructionoroperationofthefacility:•Construction:_________________tonsper_______________(unitoftime)•Operation:_____________________tonsper______________(unitoftime)II.Describeanyproposalsforon-siteminimization,recyclingorreuseofmaterialstoavoiddisposalassolidwaste:•Construction:•Operation:Iii.Proposeddisposalmethods/facilitiesforsolidwastegeneratedon-site:•Construction:•Operation:Page8of13 s.Doestheproposedactionincludeconstructionormodificationofasolidwastemanagementfacility?QYesNoIfYes:i.Typeofmanagementorhandlingofwasteproposedforthesite(e.g.,recyclingortransferstation,composting,landfill,orotherdisposalactivities):ii.Anticipatedrateofdisposal/processing:•Tons/month,iftransferorothernon-combustion/thermaltreatment,or•_________Tons/hour,ifcombustionorthermaltreatmentlitIflandfill,anticipatedsitelife:__________________________________yearst.Willtheproposedactionatthesiteinvolvethecommercialgeneration,treatment,storage,ordisposalofhazardousQYesNowaste?IfYes:i.Name(s)ofallhazardouswastesorconstituentstobegenerated,handledormanagedatfacility:__________________________ii.Generallydescribeprocessesoractivitiesinvolvinghazardouswastesorconstituents:______________________________________iii.Specifyamounttobehandledorgenerated______tons/monthiv.Describeanyproposalsforon-siteminimization,recyclingorreuseofhazardousconstituents:___________________________v.Willanyhazardouswastesbedisposedatanexistingoffsitehazardouswastefacility?.OYesflNoIfYes:providenameandlocationoffacility:_________________________________________________________________________IfNo:describeproposedmanagementofanyhazardouswasteswhichwillnotbesenttoahazardouswastefacility:E.SiteandSettingofProposedActionE.1.Landusesonandsurroundingtheprojectsitea.Existinglanduses.i.Checkallusesthatoccuron,adjoiningandneartheprojectsite.UUrbanflIndustrialflCommercialQResidential(suburban)LIRural(non-farm)ForestLiAgricultureUAquaticOther(specif):UniversityCampusii.Ifmixofuses,generallydescribe:b.Landusesandcovertypesontheprojectsite.LanduseorCurrentAcreageAfterChangeCovertypeAcreageProjectCompletion(Acres+/-)•Roads,buildings,andotherpavedorimpervioussurfaces2.35.6+3.3•Forestedooo•Meadows,grasslandsorbrushlands(nonagricultural,includingabandonedagricultural)000•Agricultural(includesactiveorchards,_field,_greenhouse_etc.)•Surfacewaterfeatures(lakes,ponds,streams,rivers,etc.)00•Wetlands(freshwaterortidal)000•Non-vegetated(barerock,earthorfill)ooo•OtherDescribe:LawnandNaturalTurfSportsFields51.7-3.3Page9of13 c.Istheprojectsitepresentlyusedbymembersofthecommunityforpublicrecreation?flYesNoi.IfYes:explain:d.Arethereanyfacilitiesservingchildren,theelderly,peoplewithdisabilities(e.g.,schools,hospitals,licensedEYesNodaycarecenters,orgrouphomes)within1500feetoftheprojectsite?IfYes,IIdenti1’Facilities:e.Doestheprojectsitecontainanexistingdarn?UYesNoIfYes:i.Dimensionsofthedamandimpoundment:•Darnheight:___________________________________feet•Darnlength:______________________________________feet•Surfacearea:__________________________________________acres•Volumeimpounded:____________________________________gallonsORacre-feetii.Darn’sexistinghazardclassification:______________________________________________________________________________hi.Providedateandsummarizeresultsoflastinspection:f.Hastheprojectsiteeverbeenusedasamunicipal,commercialorindustrialsolidwastemanagementfacility,QYesØNoordoestheprojectsiteadjoinpropertywhichisnow,orwasatonetime,usedasasolidwastemanagementfacility?IfYes:I.Hasthefacilitybeenformallyclosed?QyesDNo•Ifyes,citesources/documentation:____________________________________________________________________________ii.Describethelocationoftheprojectsiterelativetotheboundariesofthesolidwastemanagementfacility:iii.Describeanydevelopmentconstraintsduetothepriorsolidwasteactivities:_____________________________________________________g.Havehazardouswastesbeengenerated,treatedand/ordisposedofatthesite,ordoestheprojectsiteadjoinQYesNopropertywhichisnoworwasatonetimeusedtocommerciallytreat,storeand/ordisposeofhazardouswaste?IfYes:i.Describewaste(s)handledandwastemanagementactivities,includingapproximatetimewhenactivitiesoccurred:h.Potentialcontaminationhistory.Hastherebeenareportedspillattheproposedprojectsite,orhaveanyDYesNoremedialactionsbeenconductedatoradjacenttotheproposedsite’?IfYes:IIsanyportionofthesitelistedontheNYSDECSpillsIncidentsdatabaseorEnvironmentalSiteUYesDNoRemediationdatabase?Checkallthatapply:oYes—SpillsIncidentsdatabaseProvideDECIDnumber(s):_____________________________________0Yes—EnvironmentalSiteRemediationdatabaseProvideDECIDnumber(s):_____________________________________oNeitherdatabaseii.IfsitehasbeensubjectofRCRAcorrectiveactivities,describecontrolmeasures:__________________________________________hi.Istheprojectwithin2000feetofanysiteintheNYSDECEnvironmentalSiteRemediationdatabase?OYesNoIfyes,provideDECIDnumber(s):______________________________________________________________________________iv.lfyesto(i)(ii)or(iii)above,describecurrentstatusofsite(s):TheEAFMappermayidentifyseveralsitesbuttheyarealllocatedmorethan2000feetfromtheprojectsiteandarehydraulicallydownciradient.PagelOofl3 i.IstheprojectsitesubjecttoanInstitutionalcontrollimitingpropertyuses?CYesNo•Ifyes,DECsiteIDnumber:__________________________________________________________________________________•Describethetypeofinstitutionalcontrol(e.g.,deedrestrictionoreasement):_____________________________________•Describeanyuselimitations:_______________________________________________________________________________________•Describeanyengineeringcontrols:___________________________________________________________________________________•Willtheprojectaffecttheinstitutionalorengineeringcontrolsinplace?DYesQNo•Explain:E.2.NaturalResourcesOnorNearProjectSitea.Whatistheaveragedepthtobedrockontheprojectsite?>24feetb.Aretherebedrockoutcroppingsontheprojectsite?DYesINoIiYes,whatproportionofthesiteiscomprisedofbedrockoutcroppings?___________________c.Predominantsoiltype(s)presentonprojectsite:Brownsiftandclay(0-20ftdepth)100%_________________________%_________________________________________________%d.Whatistheaveragedepthtothewatertableontheprojectsite’?Average:>24feete.DrainagestatusofprojectsitesoiIs:XVeIIDrained:100%ofsiteUModeratelyWellDrained:_____%ofsitePoorlyDrained_____%ofsite1.Approximateproportionofproposedactionsirewithslopes:0-10%:100%ofsiteE10-15%:_____%ofsiteQ15%orgreater:______%ofsiteg.Arethereanyuniquegeologicfeaturesontheprojectsite?DYesNoIfYes,describe:h.Surfacewaterfeatures.IDoesanyportionoftheprojectsitecontainwetlandsorotherwaterbodies(includingstreams,rivers,UYes1Nopondsorlakes)?ii.Doanywetlandsorotherwaterbodiesadjointheprojectsite?UYesNoIfYestoeitheriorii,continue.IfNo.skiptoE.2.i.iii.Areanyofthewetlandsorwaterbodieswithinoradjoiningtheprojectsiteregulatedbyanyfederal,DYesONostateorlocalagency?ivForeachidentifiedregulatedwetlandandwaterbodyontheprojectsite,providethefollowinginformation:•Streams:NameClassification_____________________________•LakesorPonds:Name___________________________________________________Classification___________________________•Wetlands:Name___________________________________________________ApproximateSize______________________•WetlandNo.(ifregulatedbyDEC)_______________________________i’.Areanyoftheabovewaterbodieslistedinthemostrecentcompi]ationofNYSwaterquality-impairedDYesQNowaterbodies?Ifyes,nameofimpairedwaterbody/bodiesandbasisforlistingasimpaired:_____________________________________________________i.IstheprojectsiteinadesignatedFloodway?QYesØNoj.Istheprojectsiteinthe100-yearFloodplain?QYesØNok.Istheprojectsiteinthe500-yearFloodplain?QYesINoI.Istheprojectsitelocatedover,orimmediatelyadjoining,aprimary,principalorsolesourceaquifer?QYesNoIfYes:INameofaquifer:Page11of13 m.Identifythepredominantwildlifespeciesthatoccupyorusetheprojectsite:___________________________________WildlifecommontodevelopedurbanandMatingpairofred-tailedhawksnestonasuburbanareas,lightpoleonsite.n.Doestheprojectsitecontainadesignatedsignificantnaturalcommunity?QYesØNoIfYes:i.Describethehabitat/community(composition,ftnction,andbasisfordesignation):___________________________________________ii.Source(s)ofdescriptionorevaluation:____________________________________________________________________________________iii.ExtentofcommunityJhabttat:•Currently:____________________________acres•Followingcompletionofprojectasproposed:_______________________acres•Gainorloss(indicate+or-):__________________________acreso.DoesprojectsitecontainanyspeciesofplantoranimalthatislistedbythefederalgovernmentorNYSasYcsNoendangeredorthreatened,ordoesitcontainanyareasidentifiedashabitatforanendangeredorthreatenedspecies?IfYcs:I.Speciesandlisting(endangcrcdorthreatened):____________________________________________________________________________________________LakesturgeonandRusty-patchedBumblebeearelistedinEAFMapperreport,however,theexistingsiteisasportsfieldandthereforeinhospitabletoeitherofthesespecies.p.DoestheprojectsitecontainanyspeciesofplanioranimalthatislistedbyNYSasrare,orasaspeciesofDYesØNospecialconcern?IfYes:I.Speciesandlisting:q.Istheprojectsiteoradjoiningareacurrentlyusedforhunting,trapping,fishingorshellfishing?QYesNoIfyes,giveabriefdescriptionofhowtheproposedactionmayaffectthatuse:______________________________________________11.3.DesignatedPublicResourcesOnorNearProjectSitea.Istheprojectsite,oranyportionofit,locatedinadesignatedagriculturaldistrictcertifiedpursuanttoYesNoAgricultureandMarketsLaw,Article25-AA,Section303and304?IfYes,providecountyplusdistrictname/number:___________________________________________________________________________b.Areagriculturallandsconsistingofhighlyproductivesoilspresent?DYesNo1.IfYes:acreage(s)onprojectsite?_______________________________________________________________________________________________ii.Source(s)ofsoilrating(s):c.Doestheprojectsitecontainallorpartof,orisitsubstantiallycontiguousto.aregisteredNationalDYesØNoNaturalLandmark?IfYes:i.Natureofthenaturallandmark:flBiologicalCommunityQGeologicalFeatureii.Providebriefdescriptionoflandmark,includingvaluesbehinddesignationandapproximatesize/extent:____________________d.IstheprojectsitelocatedinordoesitadjoinastatelistedCriticalEnvironmentalArea?CYesNoIfYes:i.CEAname:ii.Basisfordesignation:iii.Designatingagencyanddate:___________________________________________________________________________________________Page12of13 e.Doestheprojectsitecontain,orisitsubstantiallycontiguousto,abuilding,archaeologicalsite,ordistrictLIYesØNo*hichislistedontheNationalorStateRegisterofHistoricPlaces,orthathasbeendeterminedbytheCommissioneroftheNYSOfficeofParks,RecreationandHistoricPreservationtobeeligibleforlistingontheStateRegisterofHistoricPlaces?IfYes:i.Natureofhistoric/archaeologicalresource:CArchaeologicalSiteDI-listoricBuildingorDistrictii.Name:III.Briefdescriptionofattributesonwhichlistingisbased:IIstheprojectsite,oranyportionofit,locatedinoradjacenttoanareadesignatedassensitiveforflYesNoarchaeologicalsitesontheNYStateHistoricPreservationOffice(SHPO)archaeologicalsiteinventory?g.Haveadditionalarchaeologicalorhistoricsite(s)orresourcesbeenidentifiedontheprojectsite?QYesNoIfYes:i.Describepossibleresource(s):ii.Basisforidentification:Ii.Istheprojectsitewithinfivesmilesofanyofficiallydesignatedandpubliclyaccessiblefederal,state,orLocalYesØNoscenicoraestheticresource?IfYes:i,Identifyresource:ii.Natureof.orbasisfor,designation(e.g.establishedhighwayoverlook,stateorlocalpark,statehistorictrailorscenicbyway,etc.):iii.Distancebetweenprojectandresource:__________________________miles.i.IstheprojectsitelocatedwithinadesignatedrivercorridorundertheWild,ScenicandRecreationalRiversQYesNoProgram6NYCRR666?IfYes:i.Identifythenameoftheriveranditsdesignation:_____________________________________________________________________ii.Istheactivityconsistentwithdevelopmentrestrictionscontainedin6NYCRRPart666?flYesQNoF.AdditionalInformationAttachanyadditionalinformationwhichmaybeneededtoclarifyyourproject.Ifyouhaveidentifiedanyadverseimpactswhichcouldbeassociatedwithyourproposal,pleasedescribethoseimpactsplusanymeasureswhichyouproposetoavoidorminimizethem.C.VerificationIcertifythattheinformationprovidedistruetothebestofmyknowledge.Applicant/SponsorNameKimberlyMichaelsDateDecember15.2023Signature.TitleDirectorofLandscapeArchitecturcIPRINTFORMPagel3ofl3 Page 1 of 10 Full Environmental Assessment Form Part 2 - Identification of Potential Project Impacts Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency=s reviewer(s) will not necessarily be environmental professionals. So, the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2, the form identifies the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. When Part 2 is completed, the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area, complete the Coastal Assessment Form before proceeding with this assessment. Tips for completing Part 2: x Review all of the information provided in Part 1. x Review any application, maps, supporting materials and the Full EAF Workbook. x Answer each of the 18 questions in Part 2. x If you answer “Yes” to a numbered question, please complete all the questions that follow in that section. x If you answer “No” to a numbered question, move on to the next numbered question. x Check appropriate column to indicate the anticipated size of the impact. x Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box “Moderate to large impact may occur.” x The reviewer is not expected to be an expert in environmental analysis. x If you are not sure or undecided about the size of an impact, it may help to review the sub-questions for the general question and consult the workbook. x When answering a question consider all components of the proposed activity, that is, the Awhole action@. x Consider the possibility for long-term and cumulative impacts as well as direct impacts. x Answer the question in a reasonable manner considering the scale and context of the project. 1. Impact on Land Proposed action may involve construction on, or physical alteration of, NO YES the land surface of the proposed site. (See Part 1. D.1) If “Yes”, answer questions a - j. If “No”, move on to Section 2. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may involve construction on land where depth to water table is less than 3 feet.E2d b. The proposed action may involve construction on slopes of 15% or greater.E2f c. The proposed action may involve construction on land where bedrock is exposed, or generally within 5 feet of existing ground surface. E2a d. The proposed action may involve the excavation and removal of more than 1,000 tons of natural material. D2a e. The proposed action may involve construction that continues for more than one year or in multiple phases. D1e f. The proposed action may result in increased erosion, whether from physical disturbance or vegetation removal (including from treatment by herbicides). D2e, D2q g. The proposed action is, or may be, located within a Coastal Erosion hazard area.B1i h. Other impacts: _______________________________________________________ ___________________________________________________________________ "HFODZ6TF0OMZ<*GBQQMJDBCMF> 1SPKFDU %BUF FEAF 2019 The proposed action may involve the excavation and removal of more than 1,000 tonspp of natural material. Cornell University Meinig Fieldhouse 05/21/24 ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔Foundation construction; artificial turf sub-turf drainage system and construction Page 2 of 10 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site (e.g., cliffs, dunes, NO YES minerals, fossils, caves). (See Part 1. E.2.g) If “Yes”, answer questions a - c. If “No”, move on to Section 3. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Identify the specific land form(s) attached: ________________________________ ___________________________________________________________________ E2g b. The proposed action may affect or is adjacent to a geological feature listed as a registered National Natural Landmark. Specific feature: _____________________________________________________ E3c c. Other impacts: ______________________________________________________ ___________________________________________________________________ 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water NO YES bodies (e.g., streams, rivers, ponds or lakes). (See Part 1. D.2, E.2.h) If “Yes”, answer questions a - l. If “No”, move on to Section 4. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may create a new water body. D2b, D1h b. The proposed action may result in an increase or decrease of over 10% or more than a 10 acre increase or decrease in the surface area of any body of water. D2b c. The proposed action may involve dredging more than 100 cubic yards of material from a wetland or water body. D2a d. The proposed action may involve construction within or adjoining a freshwater or tidal wetland, or in the bed or banks of any other water body. E2h e. The proposed action may create turbidity in a waterbody, either from upland erosion, runoff or by disturbing bottom sediments. D2a, D2h f. The proposed action may include construction of one or more intake(s) for withdrawal of water from surface water. D2c g. The proposed action may include construction of one or more outfall(s) for discharge of wastewater to surface water(s). D2d h. The proposed action may cause soil erosion, or otherwise create a source of stormwater discharge that may lead to siltation or other degradation of receiving water bodies. D2e i. The proposed action may affect the water quality of any water bodies within or downstream of the site of the proposed action. E2h j. The proposed action may involve the application of pesticides or herbicides in or around any water body. D2q, E2h k. The proposed action may require the construction of new, or expansion of existing, wastewater treatment facilities. D1a, D2d ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Page 3 of 10 l. Other impacts: _______________________________________________________ ___________________________________________________________________ 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or NO YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a, D.2.c, D.2.d, D.2.p, D.2.q, D.2.t) If “Yes”, answer questions a - h. If “No”, move on to Section 5. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may require new water supply wells, or create additional demand on supplies from existing water supply wells. D2c b. Water supply demand from the proposed action may exceed safe and sustainable withdrawal capacity rate of the local supply or aquifer. Cite Source: ________________________________________________________ D2c c. The proposed action may allow or result in residential uses in areas without water and sewer services. D1a, D2c d. The proposed action may include or require wastewater discharged to groundwater.D2d, E2l e. The proposed action may result in the construction of water supply wells in locations where groundwater is, or is suspected to be, contaminated. D2c, E1f, E1g, E1h f. The proposed action may require the bulk storage of petroleum or chemical products over ground water or an aquifer. D2p, E2l g. The proposed action may involve the commercial application of pesticides within 100 feet of potable drinking water or irrigation sources. E2h, D2q, E2l, D2c h. Other impacts: ______________________________________________________ __________________________________________________________________ 5. Impact on Flooding The proposed action may result in development on lands subject to flooding. NO YES (See Part 1. E.2) If “Yes”, answer questions a - g. If “No”, move on to Section 6. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in development in a designated floodway.E2i b. The proposed action may result in development within a 100 year floodplain.E2j c. The proposed action may result in development within a 500 year floodplain.E2k d. The proposed action may result in, or require, modification of existing drainage patterns. D2b, D2e e. The proposed action may change flood water flows that contribute to flooding.D2b, E2i, E2j, E2k f. If there is a dam located on the site of the proposed action, LVWKH dam LQQHHGRIUHSDLU RUXSJUDGH" E1e ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Page 4 of 10 g. Other impacts: ______________________________________________________ ___________________________________________________________________ 6. Impacts on Air NO YES The proposed action may include a state regulated air emission source. (See Part 1. D.2.f., D2hD.2.g) If “Yes”, answer questions a - f. If “No”, move on to Section 7. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. If the proposed action requires federal or state air emission permits, the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide (CO2) ii. More than 3.5 tons/year of nitrous oxide (N22) iii. More than 1000 tons/year of carbon equivalent of perfluorocarbons (PFCs) iv. More than .045 tons/year of sulfur hexafluoride (SF6) v. More than 1000 tons/year of carbon dioxide equivalent of hydrochloroflRurocarbons (HFCs) emissions vi. 43 tons/year or more of methane D2g D2g D2g D2g D2g D2h b. The proposed action may generate 10 tons/year or more of any one designated hazardous air pollutant, or 25 tons/year or more of any combination of such hazardous air pollutants. D2g c. The proposed action may require a state air registration, or may produce an emissions rate of total contaminants that may exceed 5 lbs. per hour, or may include a heat source capable of producing more than 10 million BTU=s per hour. D2f, D2g d.The proposed action may reach 50% of any of the thresholds in “a”through “c”, above. DJ e. The proposed action may result in the combustion or thermal treatment of more than 1 ton of refuse per hour. D2s f. Other impacts: ______________________________________________________ __________________________________________________________________ 7.Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. m.-q.) NO YES If “Yes”, answer questions a - j. If “No”, move on to Section 8. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a.The proposed action may cause reduction in population or loss of individuals of any threatened or endangered species, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. E2o b. The proposed action may result in a reduction or degradation of any habitat used by any rare, threatened or endangered species, as listed by New York State or the federal government. E2o c. The proposed action may cause reduction in population, or loss of individuals, of any species of special concern or conservation need, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. E2p d. The proposed action may result in a reduction or degradation of any habitat used by any species of special concern and conservation need, as listed by New York State or the Federal government. E2p ✔Additional impervious surfaces are proposed to in crease by 3.3 acres ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔Construction impacts ✔ Page 5 of 10 e. The proposed action may diminish the capacity of a registered National Natural Landmark to support the biological community it was established to protect. E3c f. The proposed action may result in the removal of, or ground disturbance in, any portion of a designated significant natural community. Source: ____________________________________________________________ E2n g. The proposed action may substantially interfere with nesting/breeding, foraging, or over-wintering habitat for the predominant species that occupy or use the project site.E2m h. The proposed action requires the conversion of more than 10 acres of forest, grassland or any other regionally or locally important habitat. Habitat type & information source: ______________________________________ __________________________________________________________________ E1b i. Proposed action (commercial, industrial or recreational projects, only) involves use of herbicides or pesticides. D2q j. Other impacts: ______________________________________________________ __________________________________________________________________ 8. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) NO YES If “Yes”, answer questions a - h. If “No”, move on to Section 9. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may impact soil classified within soil group 1 through 4 of the NYS Land Classification System. E2c, E3b b. The proposed action may sever, cross or otherwise limit access to agricultural land (includes cropland, hayfields, pasture, vineyard, orchard, etc). E1a, Elb c. The proposed action may result in the excavation or compaction of the soil profile of active agricultural land. E3b d. The proposed action may irreversibly convert agricultural land to non-agricultural uses, either more than 2.5 acres if located in an Agricultural District, or more than 10 acres if not within an Agricultural District. E1b, E3a e. The proposed action may disrupt or prevent installation of an agricultural land management system. El a, E1b f. The proposed action may result, directly or indirectly, in increased development potential or pressure on farmland. C2c, C3, D2c, D2d g. The proposed project is not consistent with the adopted municipal Farmland Protection Plan. C2c h. Other impacts: ________________________________________________________ ✔ Page 6 of 10 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from, or are in NO YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.1.a, E.1.b, E.3.h.) If “Yes”, answer questions a - g. If “No”, go to Section 10. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Proposed action may be visible from any officially designated federal, state, or local scenic or aesthetic resource. E3h b. The proposed action may result in the obstruction, elimination or significant screening of one or more officially designated scenic views. E3h, C2b c. The proposed action may be visible from publicly accessible vantage points: i. Seasonally (e.g., screened by summer foliage, but visible during other seasons) ii. Year round E3h d. The situation or activity in which viewers are engaged while viewing the proposed action is: i. Routine travel by residents, including travel to and from work ii. Recreational or tourism based activities E3h E2q, E1c e. The proposed action may cause a diminishment of the public enjoyment and appreciation of the designated aesthetic resource. E3h f. There are similar projects visible within the following distance of the proposed project: 0-1/2 mile ½ -3 mile 3-5 mile 5+ mile D1a, E1a, D1f, D1g g. Other impacts: ______________________________________________________ __________________________________________________________________ 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological NO YES resource. (Part 1. E.3.e, f. and g.) If “Yes”, answer questions a - e. If “No”, go to Section 11. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur E3e b. The proposed action may occur wholly or partially within, or substantially contiguous to, an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory. E3f c. The proposed action may occur wholly or partially within, or substantially contiguous to, an archaeological site not included on the NY SHPO inventory. Source: ____________________________________________________________ E3g D 7KHSURSRVHGDFWLRQPD\RFFXUZKROO\RUSDUWLDOO\ZLWKLQRUVXEVWDQWLDOO\FRQWLJXRXV WRDQ\EXLOGLQJVDUFKDHRORJLFDOVLWHRUGLVWULFWZKLFKLVOLVWHGRQWKH1DWLRQDORU 6WDWH5HJLVWHURI+LVWRULFDO3ODFHVRUWKDWKDVEHHQGHWHUPLQHGE\WKH&RPPLVVLRQHU RIWKH1<62IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRU OLVWLQJRQWKH6WDWH5HJLVWHURI+LVWRULF3ODFHV ✔ ✔ Page 7 of 10 d. Other impacts: ______________________________________________________ __________________________________________________________________ e.If any of the above (a-d) are answered “0RGHUDWHWRODUJHLPSDFWPD\ RFFXU”, continue with the following questionsto help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part of the site or property. ii. The proposed action may result in the alteration of the property’s setting or integrity. iii. The proposed action may result in the introduction of visual elements which are out of character with the site or property, or may alter its setting. E3e, E3g, E3f E3e, E3f, E3g, E1a, E1b E3e, E3f, E3g, E3h, C2, C3 11. Impact on Open Space and Recreation The proposed action may result in a loss of recreational opportunities or a NO YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.1.c., E.2.q.) If “Yes”, answer questions a - e. If “No”, go to Section 12. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in an impairment of natural functions, or “ecosystem services”, provided by an undeveloped area, including but not limited to stormwater storage, nutrient cycling, wildlife habitat. D2e, E1b E2h, E2m, E2o, E2n, E2p b. The proposed action may result in the loss of a current or future recreational resource. C2a, E1c, C2c, E2q c. The proposed action may eliminate open space or recreational resource in an area with few such resources. C2a, C2c E1c, E2q d. The proposed action may result in loss of an area now used informally by the community as an open space resource. C2c, E1c e. Other impacts: _____________________________________________________ _________________________________________________________________ 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical NO YES environmental area (CEA). (See Part 1. E.3.d) If “Yes”, answer questions a - c. If “No”, go to Section 13. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in a reduction in the quantity of the resource or characteristic which was the basis for designation of the CEA. E3d b. The proposed action may result in a reduction in the quality of the resource or characteristic which was the basis for designation of the CEA. E3d c. Other impacts: ______________________________________________________ __________________________________________________________________ ✔ ✔ Page 8 of 10 13. Impact on Transportation The proposed action may result in a change to existing transportation systems. NO YES (See Part 1. D.2.j) If “Yes”, answer questions a - I. If “No”, go to Section 14. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Projected traffic increase may exceed capacity of existing road network. D2j b. The proposed action may result in the construction of paved parking area for 500 or more vehicles. D2j c. The proposed action will degrade existing transit access. D2j d. The proposed action will degrade existing pedestrian or bicycle accommodations. D2j H.The proposed action may alter the present pattern of movement of people or goods.D2j I. Other impacts: ______________________________________________________ __________________________________________________________________ 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy. NO YES (See Part 1. D.2.k) If “Yes”, answer questions a - e. If “No”, go to Section 15. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action will require a new, or an upgrade to an existing, substation. D2k b. The proposed action will require the creation or extension of an energy transmission or supply system to serve more than 50 single or two-family residences or to serve a commercial or industrial use. D1f, D1q, D2k c. The proposed action may utilize more than 2,500 MWhrs per year of electricity.D2k d. The proposed action may involve heating and/or cooling of more than 100,000 square feet of building area when completed. D1g e. Other Impacts: ________________________________________________________ ____________________________________________________________________ 15. Impact on Noise, Odor, and Light The proposed action may result in an increase in noise, odors, or outdoor lighting. NO YES (See Part 1. D.2.m., n., and o.) If “Yes”, answer questions a - f. If “No”, go to Section 16. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may produce sound above noise levels established by local regulation. D2m b. The proposed action may result in blasting within 1,500 feet of any residence, hospital, school, licensed day care center, or nursing home. D2m, E1d c. The proposed action may result in routine odors for more than one hour per day. D2o ✔ ✔ ✔ ✔ ✔ ✔ Page 9 of 10 d. The proposed action may result in light shining onto adjoining properties.D2n e. The proposed action may result in lighting creating sky-glow brighter than existing area conditions. D2n, E1a f. Other impacts: ______________________________________________________ __________________________________________________________________ 16. Impact on Human Health The proposed action may have an impact on human health from exposure NO YES to new or existing sources of contaminants. (See Part 1.D.2.q., E.1. d. f. g. and h.) If “Yes”, answer questions a - m. If “No”, go to Section 17. Relevant Part I Question(s) No,or small impact may cccur Moderate to large impact may occur a. The proposed action is located within 1500 feet of a school, hospital, licensed day care center, group home, nursing home or retirement community. E1d b. The site of the proposed action is currently undergoing remediation.E1g, E1h c. There is a completed emergency spill remediation, or a completed environmental site remediation on, or adjacent to, the site of the proposed action. E1g, E1h d.The site of the action is subject to an institutional control limiting the use of the property (e.g.easementRUdeed restriction) E1g, E1h e. The proposed action may affect institutional control measures that were put in place to ensure that the site remains protective of the environment and human health. E1g, E1h f. The proposed action has adequate control measures in place to ensure that future generation, treatment and/or disposal of hazardous wastes will be protective of the environment and human health. D2t g. The proposed action involves construction or modification of a solid waste management facility. D2q, E1f h. The proposed action may result in the unearthing of solid or hazardous waste. D2q, E1f i. The proposed action may result in an increase in the rate of disposal, or processing, of solid waste. D2r, D2s j. The proposed action may result in excavation or other disturbance within 2000 feet of a site used for the disposal of solid or hazardous waste. E1f, E1g E1h k. The proposed action may result in the migration of explosive gases from a landfill site to adjacent off site structures. E1f, E1g l. The proposed action may result in the release of contaminated leachate from the project site. D2s, E1f, D2r m. Other impacts: ______________________________________________________ __________________________________________________________________ ✔ ✔ ✔Construction impacts ✔ Page 10 of 10 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. NO YES (See Part 1. C.1, C.2. and C.3.) If “Yes”, answer questions a - h. If “No”, go to Section 18. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action’s land use components may be different from, or in sharp contrast to, current surrounding land use pattern(s). C2, C3, D1a E1a, E1b b. The proposed action will cause the permanent population of the city, town or village in which the project is located to grow by more than 5%. C2 c. The proposed action is inconsistent with local land use plans or zoning regulations. C2, C2, C3 d. The proposed action is inconsistent with any County plans, or other regional land use plans. C2, C2 e. The proposed action may cause a change in the density of development that is not supported by existing infrastructure or is distant from existing infrastructure. C3, D1c, D1d, D1f, D1d, Elb f. The proposed action is located in an area characterized by low density development that will require new or expanded public infrastructure. C4, D2c, D2d D2j g. The proposed action may induce secondary development impacts (e.g., residential or commercial development not included in the proposed action) C2a h. Other: _____________________________________________________________ __________________________________________________________________ 18. Consistency with Community Character The proposed project is inconsistent with the existing community character. NO YES (See Part 1. C.2, C.3, D.2, E.3) If “Yes”, answer questions a - g. If “No”, proceed to Part 3. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may replace or eliminate existing facilities, structures, or areas of historic importance to the community. E3e, E3f, E3g b. The proposed action may create a demand for additional community services (e.g. schools, police and fire) C4 c. The proposed action may displace affordable or low-income housing in an area where there is a shortage of such housing. C2, C3, D1f D1g, E1a d. The proposed action may interfere with the use or enjoyment of officially recognized or designated public resources. C2, E3 e. The proposed action is inconsistent with the predominant architectural scale and character. C2, C3 f. Proposed action is inconsistent with the character of the existing natural landscape. C2, C3 E1a, E1b E2g, E2h g. Other impacts: ______________________________________________________ __________________________________________________________________ ✔ ✔ PRINT FULL FORM 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: FEAF 2019 Cornell University Meinig Fieldhouse Robison Alumni Fields - 239 Tower Road, Ithaca, NY 14850; Tompkins County; City Parcel 500700-31.-1-1.2; Town Parcel 503089-67.-1-13.2 Cornell University is proposing to construct the Meinig Fieldhouse, an indoor sports and recreation center that will support students and campus with much-needed indoor practice and competition space for athletics, club sports, and recreation needs. The project site is on the central campus, in the area currently occupied by Robison Alumni Fields, with Tower Road to the north, Robert J. Kane Sports Complex Field to the east, and Weill Hall to the west. The proposed facility will enable year-round practice space and play for many field sports, and limited competition for NCAA lacrosse in early spring months. The facility will be a 90,000 square foot building that is 56’ feet tall. Cornell’s existing Marsha Dodson Field Hockey pitch will be relocated to the west, providing the field hockey athletes with a new synthetic turf field. Kimberly Michaels 607.227.1400 kam@twm.la 1001 W. Seneca Street, Suite 201 Ithaca NY 14850 Elisabete Godden, Project Manager 607.255.2478 egodden@cornell.edu 102 Humphreys Service Building Ithaca NY 14853 Cornell University 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): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ✔ ✔City of Ithaca Planning Board (SEQR and SPR), Town of Ithaca PB (SEQR, Special Permit, SPR) Winter 2024 ✔Town of Ithaca Zoning Board (Height Variance and Lot Coverage) Winter 2024 ✔City of Ithaca MS4: SWPPP Acceptance, Town of Ithaca MS4: SWPPP Acceptance Winter - Spring 2024 ✔Tompkins County Planning (GML 239 Review), Tompkins County Health Department (backflow prevention device approval) Winter - Spring 2024 ✔ ✔NYSDEC for SWPPP Winter - Spring 2024 ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ 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: _______________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ✔ Town - LDR, Low Density Residential City - U1, University ✔ ✔ Ithaca City School District Cornell University Police, Ithaca Police Cornell University Fire and Life Safety, Ithaca Fire Department Station 2, Cornell University Emergency Medical Service There are multiple green space areas nearby, including Cornell Botanic Gardens, Minns Garden, Rockwell Azalea Garden, Libe Slope, and other green spaces on campus. 7.3 7.3 7.3 ✔ ✔ ✔ 16 Institutional, recreational 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 If Yes: 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): ______________________________________________________________________________________________ _________________________________________________________________________________________________________ (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) i .What is the purpose of the excavation or dredging? ______________________________________________________ ✔ ✔ 1 56 ft 382 ft 224 ft h: +/- 90,289; c: +/- 446 ✔ ✔ Building foundations 0 Excavated materials will remain on site. ✔ ✔ ✔ 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: 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: LTotal anticipated liquid waste generation per day: _______________ gallons/day LLNature 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 x Applicant/sponsor for new district: ____________________________________________________________ x Date application submitted or anticipated: __________________________________________________________________ x Proposed source(s) of supply for new district: _______________________________________________________________ ✔ ✔ ✔ 3,600 ✔ Cornell University Water System (NYSDEC Permit #: 7-5030-00008/00007) ✔ ✔ ✔ ✔ ✔ A new 10" HDPE water main will be connected to the existing high pressure system located along Tower Rd. and extended to the building. Fall Creek via the Cornell University Water Filtration Plant ✔ A public water supply will used for the proposed project. ✔ 3,600 Domestic wastewater only. ✔ Ithaca Area Waste Water Treatment Facility (IAWWTF) Ithaca Area Waste Water Service Area ✔ ✔ ✔ 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 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? iv. 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) Applicant/sponsor for new district: ___________________________________________________________________ Yes No Does WKHproposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater? Yes No ✔ ✔ Sanitary sewage from the proposed building will be lifted to the University gravity sanitary sewer system along Campus Rd by means of a duplex grinder pump station through a new polyethylene force main. ✔ ✔ 3.3 7.3 Building roof drainage system, swales, athletic field underdrains. Runoff will be collected via a system of on-site drainage inlets, swales, and underdrains; then directed to a series of below grade detention facilities and green infrastructure practices with discharge connections to existing sewer systems. Existing drainage patterns and rates will be maintained. N/A ✔ ✔ ✔ None during operations. During construction: earth-moving equipment, trucks, material handlers, cranes, and boom lifts. None anticipated. None. ✔ 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. LLL LY v. 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: 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: ___________________________________ For commercial activities only, projected number of truck trips/dayDQGW\SHHJVHPLWUDLOHUVDQGGXPSWUXFNVBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB Parking spaces: Existing ____BBBBBBProposed ___________ Net increase/decrease _____________BBBBBBBB 'RHVWKH SURSRVHGDFWLRQLQFOXGHDQ\VKDUHGXVHSDUNLQJ" <HV 1R ,IWKHSURSRVHGDFWLRQLQFOXGHVDQ\PRGLILFDWLRQRIH[LVWLQJURDGVFUHDWLRQRIQHZURDGVRUFKDQJHLQH[LVWLQJDFFHVVGHVFULEH BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB LEstimate annual electricity demand during operation of the proposed action: ____________________________________________ ___________________________________________________________________________________________________ LLAnticipated sources/suppliers of electricity for the project (e.g., on-site combustion, on-site renewable, via grid/local utility, or other): ________________________________________________________________________________________________________ Not applicable ✔ ✔ ✔ ✔ ✔ ✔ ✔ 7AM - 7PM 7AM - 7PM 7AM - 7PM 7AM - 7PM 24/7 (hours vary by programming) 24/7 (hours vary by programming) 24/7 (hours vary by programming) 24/7 (hours vary by programming) 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. W thill 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: __________________________________________________________________________________________ ____________________________________________________________________________________________________ Not applicable ✔ During construction only. Rock removal using hydraulic hammers mounted on excavators will occur if needed. ✔ ✔ See attached Narrative ✔ ✔ ✔ ✔ 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: _______________________________ ________________________________________ ✔ ✔ ✔University Campus 2.3 5.6 +3.3 000 0 00 000 000 0 00 000 Lawn and Natural Turf Sports Fields 5 1.7 -3.3 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): _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ ✔ ✔ ✔ ✔ ✔ ✔ ✔ The EAF Mapper may identify several sites but they are all located more than 2000 feet from the project site and are hydraulically downgradient. 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: _________________________________________________________________________________________ ✔ >24 ✔ Brown silt and clay (0-20 ft depth) 100 >24 ✔100 ✔100 ✔ ✔ ✔ ✔ ✔ ✔ ✔ 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 L6SHFLHVDQGOLVWLQJHQGDQJHUHGRUWKUHDWHQHGBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ,I<HV L6SHFLHVDQGOLVWLQJBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB Wildlife common to developed urban and Mating pair of red-tailed hawks nest on a suburban areas. light pole on site. ✔ ✔ Lake sturgeon and Rusty-patched Bumble bee are listed in EAF Mapper report, however, the existing site is a sports field and therefore inhospitable to either of these species. ✔ ✔ ✔ ✔ ✔ ✔ Page 13 of 13 e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district Yes No which is listed onWKH1DWLRQDORU6WDWH5HJLVWHUof Historic PODFHVRUWKDWKDVEHHQ GHWHUPLQHGE\WKH&RPPLVVLRQHURIWKH1<6 2IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRUOLVWLQJRQWKH6WDWH5HJLVWHU of Historic Places? If Yes: i.Nature of historic/archaeological resource: Archaeological Site Historic Building or District ii.Name: _________________________________________________________________________________________________ iii.Brief description of attributes on which listing is based: _______________________________________________________________________________________________________ f. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Yes No archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? g. Have additional archaeological or historic site(s) or resources been identified on the project site? Yes No If Yes: i. Describe possible resource(s): _______________________________________________________________________________ ii.Basis for identification: ___________________________________________________________________________________ h. Yes No ,Vthe project site ZLWKLQILYHVPLOHVRI any officially designated and publicly accessible federal, state, or local scenic or aesthetic resource? If Yes: i.Identify resource: _________________________________________________________________________________________ ii.Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway, etc.): ___________________________________________________________________________________________________ iii.Distance between project and resource: _____________________ miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers Yes No Program 6 NYCRR 666? If Yes: i.Identify the name of the river and its designation: ________________________________________________________________ ii.Is the activity consistent with development restrictions contained in 6NYCRR Part 666? Yes No F. Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal, please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name ___________________________________ Date_______________________________________ Signature________________________________________________ Title_______________________________________ ✔ ✔ ✔ ✔ ✔ Kimberly Michaels December 15, 2023 PRINT FORM Director of Landscape Architecture City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 1 PROJECT DESCRIPTION The applicant proposes to construct the Meinig Fieldhouse, an indoor sports and recreation center of approximately 90,000 SF on the existing Robison Alumni Fields which is composed of natural grass and artificial turf fields, sidewalks, spectator viewing areas, and parking lots. The Meinig Fieldhouse will accommodate an artificial turf field that will be programmed to support NCAA requirements for women and men lacrosse competitions; a varsity soccer pitch and/or varsity football field for practices; and the facility will host campus recreation, club, and intramural sport teams. The proposed building will also include a mechanical room, restrooms, a training room, and storage on the ground floor; two team rooms, restrooms, an area for elevated filming and mechanical spaces on the second level mezzanine accessible by both stairs and elevator; and on each level an area for a limited number of spectators. Site changes include construction of a multipurpose artificial turf field, proposed landscaping, lighting, and bike racks. The project is located in central campus and the limit of disturbance is proposed to be approximately 7 acres in total, with 5.8 acres in the City and 1.2 acres in the Town of Ithaca. The project site is located in the U-1 Zoning District in the City of Ithaca and will require no variances and is located in the Low-Density Residential Zoning District in the Town of Ithaca and will require variances in the town. This has been determined to be a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance §176-4 B.1(b), (n), and 8(a), and the State Environmental Quality Review Act (“SEQRA”) §617.4 b. (11) and is subject to environmental review. IMPACT ON LAND The project is located on a tax parcel in the City of Ithaca approximately 147-acres and located on a parcel in the Town of Ithaca approximately 31 acres. The limit of disturbance, and the project site itself is approximately 7.3 acres, with 5.8 acres in the City and 1.2 acres in the Town. The project site is a previously developed, relatively flat site located in the Cornell University central campus. The project site is bounded by Tower Road on the north, Weill Hall on the west, Bartels Hall and parking lot to the south, and the Robert J. Kane Sports Complex Field on the east. The site currently has a black chain link fence along the entire perimeter enclosing an open natural turf area/grassy playing fields in the western portion and an existing artificial turf field hockey pitch, Robison Alumni Fields, on the eastern portion. Project implementation will require the demolition of the grass fields and the associated utilities, the artificial turf field, and infrastructure. Construction is expected to last approximately 16 months. As the existing conditions include a field hockey pitch and the applicants’ previous submission included a proposed 77,354 SF field hockey field with amenities, and now the revised project scope includes a proposed 92,098 SF (93,098 SF with perimeter curb) multipurpose synthetic turf athletic field that will support a variety of sports activities for much of the year, City Planning staff has recommended the environmental review be segmented because a future portion of this project, the replacement of the field hockey field will take place entirely within the Town of Ithaca, City of Ithaca Planning Board approval of the proposed Meinig Fieldhouse does not commit the Town of Ithaca to approve any of the development of a field hockey field associated with the property on Game Farm Road in the Town of Ithaca, and segmentation of the environmental review for the new Meinig fieldhouse in the City of Ithaca and Town of Ithaca from the environmental review for any future City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 2 development of the field hockey field in the Town of Ithaca will not be less protective of the environment, because the construction and use of a fieldhouse in the City of Ithaca in central campus does not share common environmental impacts with the construction and use of a new field hockey field over one and half miles away off of central campus in the Town of Ithaca in terms of traffic, noise, lighting, visual, stormwater, utilities and other impacts. The permissible segmentation will be included in the C/SEQR determination resolution in which the Lead Agency will determine. The proposed 90,000 SF building will be located in the SE section of the approximate 305,000 SF project site, with a building footprint approximately 2.1 acres The total area of disturbance for the proposed building and associated improvements is 7.3 acres. The area of impervious surface will increase from 4.07 acres to 5.79 acres, for a net increase of 1.72 acres of impervious surfaces. According to the application, no material will be removed from the site (3600 CY cut and fill); all excavated materials will remain on site. The Alumni Field work will require an additional 3,500 CY of imported aggregate (Supplemental Information, June 10, 2024, submitted by the applicants). In the Report on Cornell University Indoor Sports and Recreation Center & Field Hockey Pitch dated February 2024 and prepared by H & A of New York Engineering and Geology, LLP, the engineers determined the site to be “generally favorable for supporting new building loads on conventional spread footing foundations founded directly on naturally deposited soils.” The report specifies the design for the shallow foundations of the proposed indoor sports facility. As for the artificial turf, at the time of the report it was proposed to be a field hockey turf, they recommended removal of existing topsoil down to subgrade elevation, then using a large compaction roller to prepare “firm, dry and stable subgrade,” and “maintaining a dry and undisturbed design subgrade” during the construction of the artificial turf field and for the permanent condition, “At a minimum, the sub-turf drainage systems must be designed such that the system is entirely and at all times above groundwater level.” The engineers detailed the system as such: Pending further discussions with Sasaki regarding final surface grading and estimated runoff volume calculations, we recommend a sub-turf drainage system design comprised of a layer of double-washed, AASHTO No. 57 crushed stone (Sasaki to determine minimum thickness required) with perforated HDPE pipes (sized by Sasaki) embedded within the crushed stone so as to effectively collect and transport by gravity any accumulated runoff water that filters from the turf layer above to an appropriately sized on-site collection/groundwater recharge/infiltration system (or direct discharge into a permitted storm drain). Prior to placing the crushed stone and perforated piping, and to facilitate vertical drainage of stormwater, a nonwoven geotextile fabric (Mirafi 160N or similar) should be placed on top of the prepared and approved subgrade. The artificial turf has a life cycle of approximately 8-12 years. The applicants in their letter to the City dated July 8, 2024 indicated that the synthetic turf and its various components will be reused and recycled in the following ways: 1. The performance shock pad will be used for 2-3 synthetic turf cycles and can be recycled for use in future shock pads City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 3 2. The infill for the field will be extracted and either reused in replacement fields or recycled at a turf processing facility 3. The blades can be repurposed for other sports facilities or converted to mixed polymer plastic products The July 8th letter further cites recent removal of synthetic turf projects at Cornell: 1. The Schoellkopf Synthetic Turf Replacement project from 2016 included sand and rubber infill reuse that was extracted from the existing field and used on the new field. The turf was repurposed by Artificial Grass Recycling Corporation. 2. Portions of the outfield synthetic turf, from the Hoy Baseball Field 2023 project, were reclaimed and used in the indoor hitting facility at Booth field. The turf and rubber and sand infill were sent to ReTurf, an artificial turf reuse company based out of Statesville, North Carolina. As artificial turf is an impervious synthetic surface, the Lead Agency asked the applicants to consult a natural turf expert regarding the feasibility of using natural turf instead of artificial turf. Dr. Frank Rossi, New York State Extension Turfgrass Specialist and Associate Professor of Horticulture in the School of Integrative Plant Science at Cornell University Ithaca campus submitted a letter to the Lead Agency dated August 29, 2024, outlining his professional opinion on the proposal for the outdoor synthetic turf field. Dr. Rossi states: Synthetic turf systems have advantages for usage, especially during the spring sports season, that simply cannot be matched by any currently available natural grass systems… Considering cost, benefit, and environmental concerns, natural grass systems cannot meet the expected use demands of these fields for spring sports seasons, even with investments in the latest technology and not considering energy intensive inputs of mowing, irrigation, and nutrient use (we currently manage the field with few pesticides). The latest technology is also very expensive, typically employed only by professional sports teams and major Division 1 athletics programs for competition fields and involves artificial lighting and temperature-controlled root zone systems using hydronics for heating and cooling—practices that come with an associated energy inputs and carbon emission cost. Dr. Rossi further elaborates that he does share the concerns of some community members regarding the PFAS and microplastics, but that latest research papers indicate eliminating crumb rubber infill and using a plant- based infill addresses most of these concerns. He further states, “While this would have the effect of limiting some use of the outdoor field in the coldest winter months due to freezing, I have strongly recommended to the project team that they consider this change and develop best practices for managing natural in-fill surfaces.” Dr. Rossi also recognizes the stormwater system proposed by the project engineers. David Herrick, T.G. Miller, Principal Engineer with P.C. Engineers and Surveyors, confirmed at the City of Ithaca Planning Board meeting on September 3, 2024, the proposed stormwater system will remove sediments, including microplastics, down to a particle size of 0.212 millimeters. This is adequate to prevent movement of microplastics larger than .212 millimeters off the playing surface in stormwater. City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 4 The applicants stated at the City of Ithaca Planning Board meeting on September 3, 2024, that they are committed to meeting the goal that there artificial turf will not contain or be treated with PFAS in the New York Article 27, Title 33 Carpet Collection Program Environmental Conservation (ENV) CHAPTER 43-B, ARTICLE 27- NY Carpet EPR (Extended Producer Responsibility) Law that will go into effect on December 28, 2024. Further, the applicants agreed to third party testing of the artificial turf carpet before it leaves the manufacturer. The results will be submitted to the City staff. The Lead Agency has determined that based on the information above, no significant impact to land is anticipated. IMPACT ON GEOLOGIC FEATURES The site is in a previously developed area at Cornell University with no geologic features present. The Lead Agency has determined that based on this information, no significant impact on geologic features is anticipated. IMPACT ON SURFACE WATER The site does not contain surface water features. The natural turf fields generally drain towards the west over <2% gentle slopes and the artificial turf field/field hockey field generally pitches to the south. The proposed building is approximately 90,000 SF and replaces an existing artificial turf field hockey field and associated amenities. A synthetic turf field of 93,098 SF with perimeter curb is proposed to the west of the building and will be built as a multipurpose athletic field. According to the FEAF I submitted by the applicant, the net change in impervious materials will be an increase from the existing 2.3 acres to proposed 5.6 acres impervious surfaces. A total increase of approximately 1.72 acres of impervious surfaces. The applicants propose, “Stormwater drainage improvements in support of the proposed building and artificial turf field will include a system of drainage inlets, manholes, underdrains, roof leader connections, and swales. Drainage patterns will remain consistent with the existing conditions to the maximum extent possible.” (Site Plan Review Application Report, 12/15/23). As well, the Report further elaborates the stormwater systems: Runoff from the proposed building and artificial turf field will be conveyed to a single below grade detention system with the required volume to detain the 1% chance storm event. This system will use manufactured chamber units encased in an envelope of stone and be located underneath the turf field. Diversion structures will be placed upstream of the detention system to direct runoff from low flow events to the system’s pretreatment “isolator rows”. Higher flow events will bypass the isolator rows and enter the system directly. An outlet control structure will be installed downstream of the system to ensure discharge rates do not exceed the existing conditions. Water quality treatment, including both the required water quality volume (WQv) and runoff reduction volume (RRv), will be provided by means of infiltration. Permeability testing will be performed in accordance with the NYSDEC Stormwater Design Manual. A bioretention filter located in the open space north of the building will provide additional WQv treatment as well as contribute to (RRv). Additional WQv will be provided by a City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 5 Hydrodynamic Separator which will treat runoff collected from adjacent impervious areas. All of the proposed permanent stormwater management practices will be located within the City of Ithaca. The applicants are proposing a 2,295 SF bioretention filter with a forebay approximately 850 SF in the northwest corner of the project which will receive runoff from 24% of the roof area of Meinig Fieldhouse as well as runoff from .32 acres of the site. The filter will remove pollutants, slow down and cool the stormwater. The applicants’ letter to the City dated 7/8/24, further elaborates “The remaining area of the roof is collected and conveyed to the below-grade detention and sand filter system below the new outdoor field.” The entire Alumni field and green space north of the building drain to a below- grade detention and sand filter system while the sidewalks and landscape area to the south of the building drain through a Hydrodynamic separator. David Herrick, T.G. Miller, Principal Engineer with P.C. Engineers and Surveyors, confirmed at the City of Ithaca Planning Board meeting on September 3, 2024, the proposed stormwater system will remove sediments, including microplastics, down to a particle size of 0.212 millimeters, using a sand filter and non-woven geotextile. With all of the above for stormwater management, all of the stormwater will be treated. The total area of disturbance is greater than 1 acre, so the project team will submit a Full SWPPP, including erosion and sediment control practices during construction to the City of Ithaca in order to comply with NYSDEC regulations. Therefore, based on the information above and complete adherence to an accepted SWPPP, the Lead Agency has determined that no significant impact to surface water is anticipated. IMPACT ON GROUNDWATER The proposal is a project in a previously developed area of natural and artificial turf and as such does not include operational activities that impact groundwater. The average depth to the water table on the project site is approximately greater than 24 ft. According to the Report on Cornell University Indoor Sports and Recreation Center & Field Hockey Pitch dated February 2024 and prepared by H & A of New York Engineering and Geology, LLP, groundwater was encountered in two of the ten borings, located 14-10.4 ft bgs, located approximately at 860-864.6 elevation. At the other eight test boring locations, “groundwater was not encountered to the bottom of the test boring (approximately 12 to 20 ft bgs).” The engineers further stated, “Locally perched groundwater levels may be encountered at other locations across the site associated with trapped stormwater.” Any groundwater encountered during excavation will be handled in accordance with all state and local laws. The engineers also detail the sub-turf drainage systems in the report, see also Impact On Land. The Lead Agency has determined that based on the information above, no significant impact to groundwater is anticipated. IMPACT ON FLOODING City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 6 The project site is not located in a flood zone, and it is not near any waterbody that may contribute to flooding. The Lead Agency has determined that based on the information above, no significant impact on flooding is anticipated. IMPACTS ON AIR According to information provided by the applicant, construction is projected to last approximately 16 months. Excavation and preparation of foundations additionally create the potential for increased airborne dust and dirt particles. Impacts to air quality will be limited to the period associated with construction activities. During construction, the applicant will employ the following applicable dust control measures, as appropriate: • Misting or fog spraying the site to minimize dust; • Maintaining crushed stone tracking pads at all entrances to the construction site; • Re-seeding disturbed areas to minimize bare exposed soils; • Keeping roads clear of dust and debris; • Requiring construction trucks to be covered; and • Prohibiting burning of debris on site. The Lead Agency has determined that with the mitigation measures during construction identified above, no significant impact to air is anticipated. IMPACTS ON PLANTS AND ANIMALS The project site is in a previously developed area located south of Tower Road and is bordered by Weill Hall on the west, Bartels Hall and a parking lot to the south, and the Robert J. Kane Sports Complex Field on the east. The 7.3-acre project site has an existing artificial turf field hockey field on the eastern portion and natural turf fields on the western side. On the southern side of the project is a row of deciduous trees, which includes Red Oak, Quercus rubra. Wildlife likely to be encountered on or near the project site include invertebrates, small mammals, and birds including red-tailed hawks who nest on the sports lighting poles. The applicants propose to remove 18 trees, including one 6” red maple and 17 red oaks ranging in size from 6- 10” DBH for the project (Site Protection & Removals Plan L1-01, dated 04/19/24 prepared by Sasaki). The applicants expect to have a net addition of 42 trees to the project site. According to the Planting Plan L5-01 and the Planting Schedule L5-02 both dated April 19, 2024 and prepared by Sasaki, the applicants proposed 60 new trees, many shrubs, diverse groundcovers, and a low mow native upland species mix on the site. The applicants propose to plant meadow grasses, a rain garden, native trees, and native shrubs. The applicants will also maintain the two existing sports lighting poles that serve as nesting locations to a pair of red-tailed hawks. According to Additional Materials dated April 19, 2024 prepared by the applicants, “The nesting season for red-tailed hawks typically runs from March to June, which is being taken under consideration for the construction of the fieldhouse and outdoor field. The hawks seem especially resilient, since numerous construction projects have occurred during their occupation in this area of campus, and they continue to make this location their home.” Miyoko Chu, Senior Director, Communications, at the Cornell Lab Of Ornithology wrote in her letter written June 6, 2024, “Disturbance close to the nest should be minimized to reduce the City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 7 chances of disruption or abandonment. Nesting typically occurs February through June. During those months, the contractor should coordinate with the Cornell Lab of Ornithology advisory team to identify workarounds where possible and adjust if needed based on the hawks’ behaviors.” The Lead Agency has determined that based on the information above and following the consultation and guidelines of the Cornell Lab of Ornithology during construction, no significant impact on plants and animals is anticipated. IMPACT ON AGRICULTURAL RESOURCES The project site is not in or adjacent to an agricultural area, therefore, the Lead Agency has determined no significant impact to agricultural resources is anticipated. IMPACT ON AESTHETIC RESOURCES According to the Tompkins County Scenic Resource Views, there are no scenic resources located adjacent to or in vicinity of the Project Site. Additionally, there are no locally identified scenic resources located near the project site. The proposed building will be a mixture of materials composed mainly of metal panels installed horizontally and angled glazed storefront windows at each corner of the building to provide views in and out and allow natural light into the sports center. The proposed artificial multipurpose alumni field to the west will fit in with the Kane field complex to the east. The applicants propose natural landscape spaces around the building. The building and site materials will be further reviewed during the site plan review. Based on the information above, the Lead Agency has determined that no significant impacts to aesthetic resources is anticipated. IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES The site is not located within a historic district, and the existing site is not designated at the local or state level as an historic resource. The closest historic building is Fernow Hall which is located approximately 350’ to the north of the project site, while historic districts are located over 1700’ from the project site. Based on the information provided above, the Lead Agency has determined no significant impact on historic and archaeological resources is anticipated. IMPACT ON OPEN SPACE AND RECREATION The project site is located on a previously developed area on the Cornell campus. The site is surrounded by other athletic fields and university buildings with athletic functions. The proposed building, landscape, pedestrian, and bicycle amenities fit into the context of the existing space in this part of central campus. As a result of the information provided above, the Lead Agency has determined that no significant impact to open space and recreation is anticipated. City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 8 IMPACT ON CRITICAL ENVIRONMENTAL AREAS There are no critical environmental areas located within the City of Ithaca and the Town of Ithaca for this project. However, Tompkins County identifies Unique Natural Areas (“UNAs”) throughout the county, which are part of the landscape that has outstanding geological and environmental qualities, such as special natural communities, or plants and animals that are rare or scarce elsewhere in the county or region. A UNA is not a regulatory designation and does not provide legal protection for an area but signals that special resources may exist that require project modification. The closest UNA to the project site is UNA 136, Cascadilla Creek Gorge, separated from the project site by access roads, buildings, Campus Road, and Hoy Road. The building is not visible from the gorge. As a result of the information provided above the Lead Agency has determined no significant impact to Critical Environmental Areas is anticipated. IMPACT ON TRANSPORTATION Pedestrians & Cyclists The applicants propose many pedestrian paths through the site and around the perimeters of the proposed building and proposed artificial turf filed. These paths will be asphalt and concrete, a minimum of six feet wide, and will connect with the existing pedestrian network. Other amenities include precast concrete seat walls, cast- in-place concrete stairs, stainless steel railings and guardrails, and a black vinyl chain link fence with appropriate gates along the alumni field perimeter. According to Additional Materials dated April 19, 2024 and submitted by the applicants, “Bicycle parking on the site has been reconfigured and includes a total of 21 bicycle parking spaces separated into three bicycle parking facilities…bicycle parking facilities will be easily accessible from pedestrian or fire access pathways and not intrude into these walkways.” Vehicular & Fire Access The project will not add any new parking spaces, however there are adjacent parking lots that can serve the proposed building. Adjacent to the north of the project site is the Alumni Lot which has 225 spaces 3 of which are permanent ADA parking spaces and to the south of the project is the Bartels Lot which will have 79 parking spaces with the removal of one space due to this project, eight of which are ADA accessible spaces. The new facility is expected to be used primarily by students, so there will be little demand for parking. According to the applicant, in the Site Plan Review Application Report prepared 12/15/23: The project site will be accessible to fire and emergency vehicles from four points. Two 20-feet wide angled curbs are proposed to the north of the Meinig Fieldhouse structure from the Alumni Field parking lot, and two 20-feet wide flush curbs are proposed to the south of the structure, from the parking area adjacent to the Friedman Wrestling Center. A continuous pathway of minimum 20 feet width is proposed around the entire perimeter of the Meinig Fieldhouse structure, allowing access for fire apparatus. The pathway along the north side of the Meinig City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 9 Fieldhouse structure is proposed to be 26 feet wide, offset from the building facade between 15 feet and 30 feet to accommodate fire apparatus aerial access. The northernmost lane of the existing parking area adjacent to the Friedman Wrestling Center (20 feet minimum width) will serve fire apparatus access along a portion of the southern access route. A paved point of access at the northeast corner of the exterior turf field will provide access onto the playing surface for emergency vehicles. The Fire Apparatus Access Routes sheet and Vehicle Tracking diagrams are provided in the technical drawing set under separate cover. Construction Related Impacts Construction is expected to take approximately 16 months, and the applicants anticipate the third quarter in 2025 to be the busiest time of construction, with a maximum of 80 workers expected on site in a single day. “Construction vehicles will be directed to access the site via a prescribed route from Tower Road for new field work and from Campus Road for the building work.” (Site Plan Application Report, 12/15/23). The applicants submitted a construction logistics diagram labeled Site Construction logistics, approximately November 2024 - March 2026 in their April 19, 2024 submittal which shows locations for construction staging, construction entrance, fire access, etc. As well in the same submission the applicants state: Construction staging and laydown will be located north of the proposed building and west of the existing Robison Alumni Field Hockey Field. Palm Road lot will be used as overflow contractor parking and staging as needed. Construction vehicles will be directed to access the site via a prescribed route from Tower Road for new field work and from Campus Road for the building work. The project will generate approximately 1,200 truck roundtrips over a three- month period. The largest volumes of truck activity would be associated with importing general fill used for rough grading the site and bringing the new building up to finished floor elevation, when a maximum of 30 trucks could be expected to arrive on site in a single day. Most long-distance delivery routes to/from Cornell's campus utilize route 81 north or south. Traffic leaving the site and heading north would exit campus on Tower Road, utilize route 366 to route 13 to 81 north. Traffic leaving the site and heading south would exit campus on Hoy Road, use Pine Tree Road to route 79 to 81 south. Route diagrams are included below. As for utility work, Tower Road will need to be closed for two weeks during the summer and rerouting traffic will be necessary, and two parking lots, one south of Tower Road and North of Campus Rd will need to be closed for approximately two weeks. The existing sidewalks will be demolished and reconstructed, so pedestrian traffic will be rerouted to the south of Bartels Hall to the existing sidewalk along Campus Rd and rerouted to remain on the existing sidewalk between Weill Hall and the Biotechnology Building. As a result of the information provided above, the Lead Agency has determined that no significant impact on traffic is anticipated. City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 10 IMPACT ON ENERGY On August 4, 2021, the Ithaca Energy Code Supplement (IECS) went into effect for all new buildings constructed in Ithaca. The IECS prioritizes electrification, renewable energy, and affordability with the following objectives: “deliver measurable and immediate reductions in greenhouse gas (GHG) emissions from new buildings, major renovations, and new additions; promote best practices in the design of affordable buildings to deliver reduced GHG emissions; and provide a rapid but orderly transition to buildings that do not use fossil fuels for major building energy needs such as space heating and hot water heating, by 2026. For construction subject to the Ithaca Energy Code Supplement, requirements for reductions in GHGs go into effect in three steps: 2021, 2023, and 2026.” From August 4, 2021, until 2023 all new buildings must produce 40% fewer greenhouse gas emissions than the Energy Conservation Construction Code of New York State requires. Beginning in 2023, the IECS will increase the requirements of new construction to produce 80% fewer greenhouse gas emissions than the Energy Conservation Construction Code of New York State requires, and by 2026 all newly constructed buildings in Ithaca will be required to be net-zero buildings that do not use fossil fuels. The IECS supports Ithaca’s Green New Deal which aims to “achieve an equitable transition to carbon-neutrality” community-wide by 2030. The Building Division will oversee implementation and enforcement of the IECS. Further, at the September 3, 2024, City of Ithaca Planning Board meeting, the applicants confirmed they are proposing to purchase offsite renewable energy to meet the energy requirements. As a result, from the information provided above, the Lead Agency has determined that no significant impact to energy is anticipated. IMPACT ON NOISE, ODOR & LIGHT Based on information provided by the applicant construction will last approximately 16 months. The project is in a developed area on Cornell campus. Noise producing construction activities, especially foundation work, will temporarily affect residents in the immediate area. The exterior lighting will be LED and dark sky compliant. The interior lighting will utilize an LED system, and daylight and occupancy-based control systems where required. Noise producing construction activities will temporarily impact residents in the immediate area. Noise producing construction activities will be limited to the hours between 7:30 A.M. and 5:30 P.M., Monday through Friday (or Saturday 9:00 A.M. to 5:30 P.M. with advance notification to and approval by the Director of Planning and Development). As a result of this information, the Lead Agency has determined no significant impact on noise, odor, and light is anticipated. IMPACT ON HUMAN HEALTH The project site has no reported spills in the NYDEC Spills Incidents database or in the Environmental Remediation database. City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 11 The applicants are proposing a synthetic turf system at the outdoor Alumni Field as well as inside the Meinig Fieldhouse. The indoor artificial turf field is proposed to contain an infill comprised of sand, and either recycled crumb rubber or a virgin synthetic rubber. The indoor field will have walk-off mats for the materials at the field exits. The outdoor artificial turf field is proposed to contain a plant-based infill and possibly sand. According to the Additional Materials submission dated April 19, 2024 by the applicants: [the artificial fields] are composed of a dual long-fiber system, with both slit film and monofilament polyethylene fibers, sand and rubber infill, and a performance shock pad. The synthetic turf system is chosen based on the One Turf Concept that considers individual components, longevity, and overall performance requirements including player safety. The One Turf Concept was created by International Federation of Association Football {FIFA), World Rugby, and International Hockey Federation {FIH). Performance requirement parameters, as shown in the chart below, include shock absorption, vertical all roll {large ball), and vertical ball rebound. Synthetic turf fields are replaced every 8-12 years depending on performance and wear. During the field replacement process, the existing turf will be recycled. Cornell University is advancing the use of synthetic turf to provide a surface that can be used for athletic, recreation and wellness activities even when the weather is not favorable. Due to rain and/or snow, synthetic turf allows for heavy use by all university programs throughout the entire year. The current grass fields are not usable November - April and during periods of prolonged inclement weather. Additionally, synthetic turf significantly reduces the need for high levels of maintenance: mowing, fertilizing, painting lines, and repairing any damage done to the grass. The applicants submitted an 11-page memo from H & A of New York Engineering and Geology, LLP, dated April 2, 2024, which provides “a summary of recently published studies and reports that evaluate the safety (health and environmental risks) of using synthetic turf athletic fields, with focus on chemicals contained in or associated with synthetic turf.” The memo “addresses potential health and environmental effects associated with synthetic turf field system components, with a focus on crumb rubber and EDPM infill, and a focus on the shock pad, backing, and turf blade components.” The memo cites several peer-reviewed research studies and from these studies focused on the chemical and health and environmental effects associated with crumb rubber and EDPM infill, the engineers summarize, “The information provided by these studies demonstrate that the chemicals that are in crumb rubber infill are unlikely to come out of the materials at concentrations that would harm people or the environment. By comparison chemicals are present at lower concentrations in EDPM and would not come out at concentrations that would harm people or the environment. Consequently, rubber infills are safe for contact by people and will not harm groundwater or surface water.” The memo also evaluates peer-reviewed research pertaining to the heat island effect and artificial turfs and summarizes, “Collectively, this information suggests that, while synthetic turf field surfaces get warmer than natural turf field surfaces, air temperatures above synthetic turf City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 12 surfaces warm only marginally more than those above natural turf field surfaces, and that synthetic field surfaces do not retain heat once daytime heating is discontinued. These differences are substantially minimized on cloudy days and do not exist on overcast days.” The New York State Department of Health (NYDOH) provides information about health and safety issues related specifically to crumb-rubber infilled synthetic turf on its website last revised in October 2018 via a Fact sheet (https://health.ny.gov/environmental/outdoors/synthetic_turf/crumb-rubber_infilled/fact_sheet.htm ). NYDOH summarizes the information as follows: studies have found no consistent differences in injury rates between natural and rubber-infilled synthetic turf; skin cuts and abrasions may result from contact with any athletic field natural or synthetic turf; results from numerous studies suggest the potential for chemical exposures from crumb rubber or synthetic turf is low but does mention further studies at the federal government level and California are underway to fill data gaps; and that surface temperatures on crumb-rubber infilled synthetic turf fields “can reach levels of discomfort and may contribute to heat stress. This warrants consideration when making decisions about installing and using a synthetic turf field. While watering synthetic turf may briefly reduce surface temperatures, a number of factors may influence its effectiveness. People using these fields should be advised to remain hydrated and to seek relief from the heat in shaded areas.” NYDOH sites several research studies including one at Brigham Young University in Utah in June 2022, University of Missouri, and Penn State University indicating synthetic turf fields absorb heat, resulting in surface temperatures much higher than the surrounding air temperatures. Surface temperatures on synthetic turf fields ranged from 117 degrees to a maximum of 200 degrees Fahrenheit. The Centers for Disease Control and Prevention/Agency for Toxic Substances and Disease Registry (CDC/ATSDR) and the U.S. Environmental Protection Agency (EPA), in collaboration with the Consumer Product Safety Commission (CPSC), launched a multi-agency research effort in February 2016, entitled Federal Research Action Plan on Recycled Tire Crumb Used on Playing Fields and Playgrounds (FRAP) to characterize potential human exposures to the substances associated with recycled tire crumb rubber used on synthetic turf fields. The research was reported in two parts with Part 1 published in 2019 and Part 2 published in April 2024. The study is not a risk assessment but aims to be useful to the understanding of potential for human exposure to chemicals found in recycled tire crumb rubber used on synthetic turf fields. The overall conclusions for the playing fields study are as follows In general, the findings from the entire playing fields portion of the FRAP activities (both the Tire Crumb Characterization Part 1 and the Tire Crumb Exposure Characterization Part 2 combined) support the conclusion that although chemicals are present (as expected) in the tire crumb rubber and exposures can occur, they are likely limited; for example: • Generally, only small amounts of most organic chemicals are released from tire crumb rubber into the air through emissions. For many analytes measured during active play at the outdoor fields, next-to-field concentrations in air were not different than background samples while others were somewhat higher. City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 13 • For metals, only small fractions are released from tire crumb rubber into simulated biological fluids (average mean about 3% for gastric fluid and <1% for saliva and sweat plus sebum) compared to a default assumption of 100% bioaccessibility. • In the biomonitoring pilot study, concentrations for metals measured in blood were similar to those in the general population. • No differences in PAH metabolites in urine were observed in the supplemental biomonitoring study between study participants using natural grass fields and those on synthetic turf fields with tire crumb rubber infill. Currently, there are no federal or New York state regulations for crumb-rubber infill or artificial turf. New York State passed a law, Article 27, Title 33 Carpet Collection Program Environmental Conservation (ENV) CHAPTER 43-B, ARTICLE 27- NY Carpet EPR (Extended Producer Responsibility) Law that will go into effect on December 28, 2024. This New York law establishes mandatory goals for recycling and post-consumer content in new carpet, convenient collection statewide, education and awareness, specific goals for closed-loop recycling, and the phase out of per- and polyfluoroalkyl substances (PFAS) from new carpet production. Artificial turf is included in the law. By December 31, 2026 no carpet offered for sale shall contain or be treated with PFAS substances. (https://dec.ny.gov/environmental-protection/recycling-composting/carpet ) At the September 3, 2024 City of Ithaca Planning Board meeting, the applicants agreed to third part testing to confirm the artificial turf they will use will not contain or be treated with PFAS. See Impact on Land Section. As a result of this information, the Lead Agency has determined no significant impact to human health is anticipated. CONSISTENCY WITH COMMUNITY PLANS The project is consistent with the City of Ithaca’s Comprehensive Plan as this building is in support of Secondary Education. The project site is located in the U-1 Zoning District where the primary use is Post-Secondary Education. The project will require no variances with the City. The project site is also located in the Low-Density Residential (LDR) Zoning District in the Town of Ithaca. The town of Ithaca does not have a zone aligned with Higher Education or Institutional uses, and due to the limitations of the low-density residential zone, Cornell needs to obtain variances for nearly every project in the Town of Ithaca. The project is an allowed use with a special use permit in the LDR zone as part of an institution of higher learning. The project will require an area variance from the Town of Ithaca Zoning Boards of Appeals as the height of the proposed building is approximately 56’ from average grade plan and LDR limits building height to 38 feet below interior grade or 36’ below exterior grade. The project will also require an area variance for lot coverage as it adds approximately .5 acres of building footprint on the Town of Ithaca parcel, 67.-1-13.2. In a memo addressed to the City Planning and Development Board from the Town of Ithaca Planning Board dated July 23, 2024, the Town Board states the zoning variances are not expected to create significant adverse visual impacts, “considering that: (a) there are no locally or regionally recognized scenic resources or vistas that will be City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: Cornell University Meinig Fieldhouse Indoor Sports and Recreation Facility Date Created: 01/30/24 Updated 02/05/24, 02/12/24, 05/15/24, 06/17/24, 07/16/24, 08/05/24, 08/28/24, 9/3/24 14 impacted by the proposal, (b) it is typical for a university campus to contain buildings that are taller than residences, and (c) the proposed Meinig Fieldhouse building will be surrounded by much taller structures; thus, its height will not be out of character with the height of surrounding structures.” As a result of this information, the Lead Agency has determined no significant impact to consistency with community plans is anticipated. CONSISTENCY WITH COMMUNITY CHARACTER The project is a sports facility building, with a footprint of approximately 2.1 acres and approximately 90,000 SF of space that will provide. The proposed facility will support students and the campus with indoor practice and competition space for athletics, recreation needs and club sports. The proposed building is located in a part of central campus that has several athletic facilities and fields, fitting in functionally to the surrounding character. The proposed building is designed to “embrace the spirit of outdoor play indoors.” This is achieved through the materiality of the proposed building (Site Plan Review Application Report, 12/15/23): The majority of the building envelope is composed of insulated metal panel installed horizontally and decreasing in width from the bottom of the facade to the top. The metal panel finish is paired in contrast with angled glazed storefront at each of the four corners. The large triangle shaped glazed openings provide views in and out of the facility and incorporate natural light into the activity space. The proposed building will be flanked by athletic fields, with the proposed artificial multipurpose alumni field situated to the west and the existing the Kane Sports Complex Field situated to the east of the building. Based on the information provided above, the Lead Agency has determined no significant impact on community character is anticipated. Prepared by: Nikki Cerra, Environmental & Landscape Planner and revised by the Planning Board APPROVED RESOLUTION City of Ithaca Planning & Development Board S/CEQR Negative Declaration Meinig Fieldhouse- Indoor Sports & Rec Center 239 Tower Rd September 3, 2024 WHEREAS: the City of Ithaca Planning and Development Board has one pending application for site plan approval for an indoor sports and recreation center located at 239 Tower Rd by Kimberly Michaels, Trowbridge Wolf Michaels, a Fisher Associates Landscape Architecture Studio, and WHEREAS: the applicant proposes to construct the Meinig Fieldhouse, an indoor sports and recreation center of approximately 90,000 SF on the existing Robison Alumni Fields which is composed of natural grass and artificial turf fields, sidewalks, spectator viewing areas, and parking lots. The Meinig Fieldhouse will accommodate a field that will be programmed to support NCAA requirements for women and men lacrosse competitions; a varsity soccer pitch and/or varsity football field for practices; and the facility will host campus recreation, club, and intramural sport teams. The proposed building will also include a mechanical room, restrooms, a training room, and storage on the ground floor; two team rooms, restrooms, an area for elevated filming and mechanical spaces on the second level mezzanine accessible by both stairs and elevator; and on each level an area for a limited number of spectators. The project is located in central campus and the limit of disturbance is proposed to be approximately 7 acres in total, with 5.8 acres in the City and 1.2 acres in the Town of Ithaca. The project site is located in the U-1 Zoning District in the City of Ithaca and will require no variances and is located in the Low-Density Residential Zoning District in the Town of Ithaca and will require variances in the town, and WHEREAS: this is a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance §176- 4 B.1(b), (n), and 8(a), and the State Environmental Quality Review Act (“SEQRA”) §617.4 b. (11) and is subject to environmental review, and WHEREAS: NYS Department of Environmental Conservation, Tompkins County Department of Health, City of Ithaca, Tompkins County Department of Planning and Sustainability, and Town of Ithaca, all potentially involved agencies in this action, have consented to the Planning Board acting as Lead Agency for this project, and WHEREAS: the City of Ithaca Planning and Development Board, being the local agency which has primary responsibility for approving and funding or carrying out the action, did on January 23, 2024 declare itself Lead Agency in Environmental Review for the project, and WHEREAS: the Planning Board, acting as Lead Agency in Environmental Review, did on September 3, 2022, review and accept as adequate: a Full Environmental Assessment Form (FEAF), Part 1, submitted by the applicant, and Parts 2 and 3 prepared by Planning staff; Indoor Sports and Recreation Center & Multi-Purpose Field Packet (26 pp C100-L8-11) dated 04/19/24 and prepared by Project Consultants including Sasaki Architect + Landscape Architect, T.G. Miller, P.C., Lemessurier, RFS Engineering, Howe Engineers; Vehicle Tracking Study (2 pp) prepared by above consultants and dated 03/20/23; Seven diagrams dated 04/19/24 and prepared by TWLA A Fisher Associates Landscape Architecture Studio; and other application materials, and WHEREAS: interested parties have been given the opportunity to comment on the proposed project, and any received comments have been considered, now, therefore, be it RESOLVED: That, per the requirements outlined in 6NYCRR Part 617.3(g) of the New York State Environmental Quality Review Act, the segmentation of the above-referenced action from future phases of development is warranted, given that: 1. City of Ithaca Planning Board approval of the proposed Meinig Fieldhouse does not commit the Town of Ithaca to approve any of the development of a field hockey field associated with the property on Game Farm Road in the Town of Ithaca; 2. As the proposed development of the field hockey field is located entirely in the town, the Town of Ithaca will establish itself as Lead Agency for this action; and 3. Segmentation of the environmental review for the new Meinig fieldhouse in the City of Ithaca and Town of Ithaca from the environmental review for any future development of the field hockey field in the Town of Ithaca will not be less protective of the environment, because the construction and use of a fieldhouse in the City of Ithaca in central campus does not share common environmental impacts with the construction and use of a new field hockey field over one and half miles away off of central campus in the Town of Ithaca in terms of traffic, noise, lighting, visual, stormwater, utilities and other impacts. AND BE IT FURTHER RESOLVED: that the City Planning Board determined, as elaborated in the FEAF Part 3, that the proposed project will result in no significant adverse impacts on the environment and a Negative Declaration for purposes of Article 8 of the Environmental Conservation Law be issued in accordance with the provisions of Part 617 of SEQRA. Moved by: Khoury Seconded by: Rollman In favor: Rollman, Khoury, Sutcliffe, Petrina Against: None Abstain: Godden Absent: Correa Vacancies: One APPROVED RESOLUTION City of Ithaca Planning & Development Board Declaration of Lead Agency Meinig Fieldhouse- Indoor Sports & Rec Center 239 Tower Rd January 23, 2024 WHEREAS: 6 NYCRR Part 617 of the State Environmental Quality Review Law and Chapter 176.6 of the City Code, Environmental Quality Review, require that a lead agency be established for conducting environmental review of projects in accordance with local and state environmental law, and WHEREAS: State Law specifies that for actions governed by local environmental review, the lead agency shall be that local agency which has primary responsibility for approving and funding or carrying out the action, and WHEREAS: the City of Ithaca Planning and Development Board has one pending application for site plan approval for an indoor sports and recreation center located at 239 Tower Rd by Kimberly Michaels, Trowbridge Wolf Michaels, a Fisher Associates Landscape Architecture Studio, and WHEREAS: the applicant proposes to construct the Meinig Fieldhouse, an indoor sports and recreation center of approximately 90,000 SF on the existing Robison Alumni Fields which is composed of natural grass and artificial turf fields, sidewalks, spectator viewing areas, and parking lots. The Meinig Fieldhouse will accommodate a field that will be programmed to support NCAA requirements for women and men lacrosse competitions; a varsity soccer pitch and/or varsity football field for practices; and the facility will host campus recreation, club, and intramural sport teams. The proposed building will also include a mechanical room, restrooms, a training room, and storage on the ground floor; two team rooms, restrooms, an area for elevated filming and mechanical spaces on the second level mezzanine accessible by both stairs and elevator; and on each level an area for a limited number of spectators. The project is located in central campus and the limit of disturbance is proposed to be approximately 7 acres in total, with 5.8 acres in the City and 1.2 acres in the Town of Ithaca. The project site is located in the U-1 Zoning District in the City of Ithaca and will require no variances and is located in the Low-Density Residential Zoning District in the Town of Ithaca and will require variances in the town, and WHEREAS: this is a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance §176-4 B.1(b), (n), and 8(a), and the State Environmental Quality Review Act (“SEQRA”) §617.4 b. (11) and is subject to environmental review, and WHEREAS: NYS Department of Environmental Conservation, Tompkins County Department of Health, City of Ithaca, Tompkins County Department of Planning and Sustainability, and Town of Ithaca, all potentially involved agencies in this action, have consented to the Planning Board acting as Lead Agency for this project, now, therefore be it RESOLVED: that the City of Ithaca Planning and Development Board does, by way of this resolution, declare itself Lead Agency in Environmental Review for the proposed project. Moved by: Petrina Seconded by: Correa In Favor: Petrina, Correa, Khoury, Glass Against: None Abstain: Godden Absent: None Vacancies: Two TownofIthacaOctober11,2024ZBAA—24-26PrimaryLocationApplicantZoningBoardofAppeals1150DanbyRdUnitLaTourelleAJasonSidleAreaVarianceResortandSpaJ607-273-2734ApplicationIthacaNY14850@iason@latourelle.com*1150DanbyRd.Status:ActiveOwnerIthaca,NY14850SubmittedOn:8/30/2024LaTourellePartnersLLC1150DanbyRdIthaca,NY14850InternalOnly-ReviewaTaxParcelNo.aIsPlanningDept.ApprovalRequired?36-1-4.5—IsEngineeringDept.ApprovalRequired?êisaGML-239ReviewRequired?—YesGML-239ReasonforReview*aTypeofVarianceTherightofwayofanyexistingorAreaVarianceproposedcountyorstateroadaAppearanceDateforVariance-10/22/24iVarianceCodeLanguageZBAA-24-26AppealofJasonSidlemanagerofLaTourelleHotelandSpalocatedat1150DanbyRoad,Ithaca,NY14850;isseekingrelieffromTownofIthacaCodesection270-71YardregulationsE.(2)(Accessorybuildings)toinstallashedinthesideyard.TownofIthacaCode270-71E.(2)requiresaccessorybuildingstooccupyrearyard.TheapplicantisalsoseekingrelieffromTownofIthacaCode271-3SpecialLandUseDistrictNo.1(Wiggins)B.(4)(b)toinstallashedapproximately10fromthebuilding.TownofIthacaCode271-3B.(4)(b)requires29’spacebetweenbuildings.ThepropertyislocatedinSpecialLandUseDistrictNo.1(Wiggins)PlannedDevelopmentZoneandaMediumDensityResidentialZonetaxparcel36-1-4.5. iVarianceCodeSection270-71and271-3InternalTaskstobeCompletedMeetingResult(FirstAppearance)IMaterialsForGML-239WereSent09/11/2024IDeadlineforHearingNoticetoJournalIPublicHearingNoticeWasSent10/10/202410/11/2024INeighborNotificationLettersWereSentIDateSignWasPicked-up10/11/2024IMaterialPacketsSenttoZBAMembers10/11/2024HistoricalOnlyIAddressaffiliatedwithrequestIStatusApplicant’sInformationApplicantisIstheprimarypointofcontactforapplicationdifferentthantheapplicant?*PropertyOwnerNo DescriptionBriefDescriptionofVarianceRequest*Requestingtwovariancesinordertoinstalla10by20shedthatisneededtostorebanquetequipmentinclosedproximitytothemeetingspaceatLaTourelleHotel.Thefirstvarianceistoputtheshed19closertothehotelthanrquiredbyTownLawandthesecondvarianceistolocatetheshedinthesideyard.AreaVarianceCriteriaForm1.Willanundesirablechangebeproducedinthecharacteroftheneighborhoodorbeadetrimenttonearbyproperties?*NoReasons:Theshedwillnotbevisiblebyneighborsastheviewwillbeobstructedbythebuildingandbythetreesonthenorthernpropertyline.2.Canthebenefitsoughtbytheapplicantbeachievedbyafeasiblealternativetothevariance?*NoReasons:Locatingtheshedintherecommendedlocationwillmakeiteasiertomovebanquetequipmentfromstoragetothemeetingspace.Theonlyotheroptionwouldbetoexpandthebuildingwhichwouldbeextremelyexpensive.3.Istherequestedvariancesubstantial?*No Reasons:Theshedisonly10’by20’andtherequestedvarianceisnotsubstantialgiventhenatureofthehotelandmeetingsbusiness.4.Wouldthevariancehaveanadverseimpactonthephysicalorenvironmentalconditionsintheneighborhood?*NoReasons:Itwouldonlybevisiblebyhotelandmeetingguests.5.Istheallegeddifficultyselfcreated?*NoReasons:Thehotelneedsadditionalstoragespaceforbanquetequipment,primarilytablesandchairs.Thecurrentavailablestorageisinsufficienttomeetcustomerneedsfortheiruseofthemeetingspace.AffidavitTheUNDERSIGNEDrespectfullysubmitthisapplicationrequestinganappearancebeforetheZoningBoardofAppeals.Byfilingthisapplication,IgrantpermissionformembersofTheTownofIthacaZoningBoardofAppealsorTownstafftoentermypropertyforanyinspection(s)necessarythatareinconnectionwithmyapplication.Iacknowledge,thatcompletedapplicationsarescheduledonafirst-comefirst-servebasisandthatalldocumentsideallybesubmittedforty-five(45)daysadvanceoftheproposedmeetingdate,togetherwiththerequiredapplicationfee.Failuretodosomayresultinadelayinmyhearing. DigitalSignature*MeetingDate0WilliamMinnock10/22/2024Aug30,2024PAYMENTINFORMATIONAftersubmission,CodeDepartmentAdministrationwillreviewtheapplicationandmaterialsprovided.Afterreview,andemailwithinstructionsforpayingthefeeonlinewithcreditcardorE-checkwillbesenttotheapplicant.Ifitispreferredtopaybycheck,cashormoneyorder:*MailtoCodeEnforcement,TownHall215N.TiogaSt.Ithaca,NY14850*DropoffduringbusinesshourstoTownHallM-F8-4*PlaceinlockedboxnexttothedoorontheBuffaloStsideofTownHallAttachmentsDetermination/DenialLetterBLD-24-110DenialEmail8-23-24.pdfUploadedbyDanaMagnusononSep3,2024at9:59AMSurveyand/orPlansREQUIREDShedLocation.pdfUploadedbyJasonSidleonAug30,2024at5:27PMSpecia’LandUseDistrictNo.1(Wiggins).pdfSpecialLandUseDistrictNo.1(Wiggins).pdfUploadedbyLoriKofoidonOct11,2024at11:19AMHistoryDateActivity10/11/2024,11:40:08LoriKofoidchangedDeadlineforHearingNoticetoJournalfrom‘“toAM“10/10/2024”onRecordZBAA-24-2610/11/2024,11:40:08LoriKofoidchangedMaterialPacketsSenttoZBAMembersfrom“toAM“10/11/2024”onRecordZBAA-24-26 1 Dana Magnuson From:Dana Magnuson Sent:Friday, August 23, 2024 12:36 PM To:Jason Sidle Cc:Bill Minnock Subject:Building Permit Application BLD-24-110 for 1150 Danby Road/La Tourelle Has Been Denied Hello Jason, Building Permit Application BLD-24-110 for 1150 Danby Road has been denied due to proposed location of shed. Per Town Law Chapter 271 Zoning: Special Land Use Districts 271-3 Special Land Use Districts No. 1 (Wiggins). B. (4) This Planned Development Zone includes all lots and area requirements of the Medium- Density Residential Zone except as modified below: (b) Spaces between buildings. The distance between any two structures shall be no less than the average height of both, except that a shorter distance may be allowed if the resulting space is to be used and maintained as a fire lane. The proposed shed location of 10’ from the building in north side yard requires 29’ per Town Law noted above. The proposed location may require 2 area variances from the Town Zoning Board of Appeals. 1) Shed location 19’ closer to hotel 2) Shed proposed in side yard and required in rear yard per Town Law Article IX Medium Density Residential Zones 270-71 Yard regulations. E. Accessory buildings https://ecode360.com/8661882#8661928 Director of Planning CJ Randall noted via email 7/3/24 that the proposed shed site plan modification would not require site plan approval. CJ also noted Town Code § 270-68C, "up to three accessory buildings other than a garage or a building occupied by a detached accessory dwelling unit are permitted as of right; ...unless the lot is three acres or larger, in which event the aggregate area of the accessory buildings may not exceed total footprint of 2,000 square feet." Below is the link for a Zoning Board of Appeals area variance application; https://ithacany.portal.opengov.com/categories/1084/record-types/6461 This email can be submitted as the determination/ denial required for the application. Please let me know if you have any questions. Thank you, Dana Magnuson Senior Code Enforcement/Electrical Town of Ithaca 215 N.Tioga St. Ithaca, NY 607-273-1783 ext.131 dmagnuson@townithacany.gov www.town.ithaca.ny.us COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. September 18, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Area Variance for proposed La Tourelle shed located at 1150 Danby Road, Tax Parcel #36.-1-4.5, La Tourelle Partners LLC, Owner; Jason Sidle, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability § 271-3. Special Land Use District No. 1 (Wiggins). [Adopted 8-13-1984 by L.L. No. 3-1984] A. WHEREAS: (1) The Planning Board has extensively reviewed the proposed "La Tourelle" development of Walter J. and Joyce Y. Wiggins at public hearings duly and properly held during the Winter and Spring of 1984. (2) On June 5, 1984, the project was granted final site plan approval by the Planning Board. (3) All necessary environmental reviews have been completed, after which it was determined that the project would have no significant impact on the environment. (4) The Planning Board has determined that: (a) There is a need for the proposed use in the proposed location. (b) The existing and probable future character of the neighborhood will not be adversely affected. (c) The proposed change is in accordance with a comprehensive plan of development in the Town. (5) The Planning Board has recommended that the Zoning Ordinance be amended to permit this development as proposed and reviewed. B. NOW THEREFORE BE IT RESOLVED: [Amended 11-10-1988 by L.L. No. 11-1988; 12-13-2004 by L.L. No. 11-2004; 5-7-2012 by L.L. No. 5-2012] (1) Section 270-6 of the Town of Ithaca Code includes in the list of permissible districts a district designated as "Special Land Use District No. 1," which district is now considered and hereafter referred to as "Planned Development Zone No. 1." (2) (Reserved) (3) The uses and structures permitted in this Planned Development Zone are: [Amended 5-12-2014 by L.L. No. 11-2014; 8-7-2017 by L.L. No. 12-2017] (a) Any use permitted in a Medium-Density Residential Zone. (b) The operation of a hotel or motel to be used as a bed-and-breakfast inn, with site plan approval by the Planning Board. (c) The existing construction and use of that portion of the premises formerly and/or now used and occupied as the L'Auberge du Cochon Rouge Restaurant and the Barn Apartments as shown on the final site plans and/or the survey map of "A Portion of the Lands of Walter J. and Joyce Y. Wiggins," dated July 3, 1984. (d) A spa facility, attached to a hotel or motel, as defined and limited in § 271-3B(5)(a)[6] below. (e) Seasonal camping facilities, as defined and limited in § 271-3B(5)(a)[7] below. Town of Ithaca, NY § 271-3 § 271-3 Downloaded from https://ecode360.com/IT1944 on 2024-10-11 :3-1 (f) Signs, subject to the provisions in Subsection B(4)(e) below. (4) This Planned Development Zone includes all lots and area requirements of the Medium- Density Residential Zone except as modified below: (a) Side yards may not be less than 30 feet. (b) Spaces between buildings. The distance between any two structures shall be no less than the average height of both, except that a shorter distance may be allowed if the resulting space is to be used and maintained as a fire lane. (c) Height. No structure shall be greater than 55 feet from the lowest point at grade to the highest point on the roof line. (d) Stories: No more than two stories. However, as many as four dwelling units may be constructed in the basement of the first phase of the development. (e) Signs shall be governed by Ithaca Town Code Chapter 270, Zoning, Article XXIX, Signs. In addition to the provisions that apply to all signs, the specific provisions applicable to signs located in the Commercial and Industrial Zones shall apply, except up to two freestanding signs identifying the on-site establishments are allowed instead of the one freestanding sign provided for in Article XXIX. [Added 8-7-2017 by L.L. No. 12-2017] (5) Notwithstanding the provisions of Subsection B(3), above, the following particular covenants and restrictions shall govern the use of the lands in this Planned Development Zone No. 1, otherwise known as "La Tourelle." (a) The only new construction and use permitted in the above zone shall be a hotel or inn containing no more than 80 units for guests, and the following additional facilities, all of which construction may occur in phases: [1] Tennis courts, enclosed or otherwise. [2] Swimming pools (for guests of the inn). [3] Cabanas or other similar accessory structures related to tennis courts and swimming. [4] Pond or other body of water. [5] Restaurant or other food service establishment. [6] Spa facility of not more than 5,000 square feet of total interior floor area, open to hotel guests and the general public, consisting of: [a] Spaces for one or more of the following activities: massages, facials, manicures, pedicures, hair care, and tanning; [b] Related lounges, locker rooms, showers, saunas, steam baths, and wading pool; Town of Ithaca, NY § 271-3 § 271-3 Downloaded from https://ecode360.com/IT1944 on 2024-10-11 :3-2 [c] Shop (not more than 100 square feet in size) for the sale of spa therapeutic and aesthetic products; and [d] Other facilities related to the spa activities authorized above. [7] Seasonal camping facilities consisting of: [Added 5-12-2014 by L.L. No. 11-2014] [a] No more than 25 seasonal luxury tents for overnight lodging; [b] Related commons lobby tent (one tent up to 40 feet by 60 feet), dining/ lounge tent (one tent up to 20 feet by 40 feet), bathroom and shower facilities, fire circle, hot tub, office space, and grills; [Amended 4-13-2015 by L.L. No. 2-2015] [c] Other facilities related to the seasonal camping activities authorized above. (b) (Reserved)1 (c) No building permit shall be issued for a building or structure within Planned Development Zone No. 3, nor shall any existing building or structure in such Zone be changed, unless the proposed building or structure is in accordance with a site plan approved by the Planning Board, or with a modified site plan approved by the Planning Board (where Article XXIII requires Planning Board approval for modifications), pursuant to the provisions of Article XXIII and other applicable provisions of Chapter 270. (d) (Reserved) (e) No portion of the outside area of the Planned Development Zone shall be used for the service of food or beverages, nor any public assembly, nor dancing or musical activities; except as follows: [1] At any time subsequent to the adoption of this section the Town Board may adopt regulations by resolution or by amendment of the Town Zoning Law to implement the provisions of this section, which may also include a requirement that the owner or his duly authorized representative, obtain a special permit from a person designated by the Town Board for that purpose to permit the use of portions of the outdoors area in the immediate vicinity of the La Tourelle structure for limited, temporary or occasional serving of food and beverage for the guests of La Tourelle for special occasions such as weddings or other social occasions. Such regulations shall be adopted only after a public hearing has been held, notice of which has been published in the official newspaper, at least five days prior to such hearing and written notice thereof has been mailed or delivered personally to the owner of the above project, or to his duly authorized representative, and to such other owners of 1. Editor's Note: Former Subsection B(5)(b), regarding exterior design, specifications and plans, as amended, was repealed 5-7-2012 by L.L. No. 5-2012. Town of Ithaca, NY § 271-3 § 271-3 Downloaded from https://ecode360.com/IT1944 on 2024-10-11 :3-3 property, as the Town Board may direct. Until such time as such regulations may be adopted, the lands may be used for the outdoor activities, as described above, without a permit. (f) No noise originating on the property contained in this Planned Development Zone shall exceed the limits set forth in Town of Ithaca Code § 270-155 or in Town of Ithaca Code Chapter 184, whichever is more restrictive. (g) Ingress and egress shall be through the driveway leading to State Highway Route 96B past the restaurant as shown on the final site plan and survey map dated July 3, 1984. (h) All construction must comply with all applicable laws, codes, ordinances, rules and regulations. (i) These covenants may be enforced by the owner of any land lying within 500 feet of the boundaries of this zone, and/or by the Town of Ithaca. (j) The above restrictive covenants shall run with the land and shall be incorporated in a document which shall be signed by the owner and recorded in the Tompkins County Clerk's office. No portion of the building shall be occupied or otherwise used unless a valid certificate of occupancy has been issued. (6) This Planned Development Zone shall be added and hereby is added to the Official Zoning Map of the Town of Ithaca at the location given in Schedule A below.2 (7) In the event that any portion of this section is declared invalid by a court of competent jurisdiction, the validity of the remaining portions shall not be affected by such declaration of invalidity. (8) The Town reserves for itself, its agencies, and all other persons having an interest, all remedies and rights, to enforce the provisions of this section, including, without limitation, actions for an injunction or other equitable remedy, or action and damages, in the event the owner of the parcel covered by this section fails to comply with any of the provisions thereof. Schedule A Description of Portion of Land of Walter J. and Joyce Y. Wiggins Zoned as Special Land Use District (now known as Planned Devel- opment Zone) No. 1 [Amended 11-10-2008 by L.L. No. 18-2008] Situate in the Town of Ithaca, County of Tompkins, State of New York. Beginning in the center line of New York State Route 96B at the south- east corner of lands of Laurent and Kaethe Bessou, designated as Tax Parcel No. 6-36-1-4.3: 2. Editor's Note: Said Schedule A is included at the end of § 271-3. Town of Ithaca, NY § 271-3 § 271-3 Downloaded from https://ecode360.com/IT1944 on 2024-10-11 :3-4 1. Thence southerly along said center line 435 feet more or less, to the northeast corner of property of Irene Stout, designated as Tax Parcel No. 6-36-1-5; 2. Thence westerly 200 feet more or less, to the northwest corner of said Stout property; 3. Thence southerly 100 feet more or less, to the southwest corner of said Stout property and the north line of lands of Fairview Manor Realty Co., Tax Parcel No. 6-36-1-6; 4. Thence westerly in part along a northerly property line of lands of Fairview Manor Realty Co., and designated as Tax Parcel No. 6-36-1-6, 1100 feet to a point; 5. Thence northerly through the lands of Wiggins, 935 feet more or less to the southerly boundary of lands now or formerly of An- thony Leonardo, designated as Tax Parcel No. 6-37-2-20.2; 6. Thence easterly along Leonardo's southerly line 600 feet to a point; 7. Thence southerly, in part along the west line of Bessou's proper- ty (designated as Tax Parcel No. 6-36-1-4.3) 400 feet more or less to their southwest corner; 8. Thence easterly along Bessou's southerly line, 700 feet more or less to the center line of Route 96B and the Point of Beginning. Containing 20.3 acres, more or less. Notwithstanding the foregoing, pursuant to Local Law No. 18 of the Year 2008, the following lands shall not be zoned as Special Land Use District (now known as Planned Development Zone) No. 1 and shall in- stead be zoned as Low Density Residential: Situate in the Town of Ithaca, County of Tompkins, State of New York. Beginning at a point in the northerly property line of lands of Walter J. Wiggins and Joyce Y. Wiggins (L.477/p.726), being also the current northerly line of Town of Ithaca Tax Map Parcel Number 36.-1-4.5, which point of beginning is located North 78° 13' 37" West a distance of 1,069.74 feet from a point in the center line of Danby Road – New York State Route 96-B, which point in the center line of Danby Road is locat- ed 812.84', more or less, northerly from the intersection of the center line of said Danby Road with the center line of Schickel Road; Thence South 86° 12' 31" East a distance of 359.10' to a set 3/4 inch rebar and survey cap, said point being along the westerly boundary of lands now or formerly of Bessou (483131-001); Town of Ithaca, NY § 271-3 § 271-3 Downloaded from https://ecode360.com/IT1944 on 2024-10-11 :3-5 Thence North 04° 01' 50" West a distance of 357.75' to a pin in the southern property line of lands now or formerly of Leonardo (269/34), said course passing through a set 3/4 inch rebar and survey cap at 298.18'; Thence North 78° 04' 49" West a distance of 599.56' along said southerly boundary of Leonardo to a existing pin in the said southerly line of Leonardo, said course passing through a set 3/4 inch rebar and survey cap at 399.18'; Thence South 04° 01' 50" East a distance of 411.16' to a set 3/4 inch re- bar and survey cap in the northwesterly corner of lands now or formerly of Wiggins (477/726); Thence South 78° 13' 37" East a distance of 229.39' to a set 3/4 inch re- bar and survey cap, said point being the point and place of beginning. The above-described premises are shown on a survey map entitled "Pro- posed Subdivision - Lands of Kaethe Bessou, Nathalie Bessou, and Xavier Bessou, Town of Ithaca – County of Tompkins, State of New York," as surveyed in May of 2008 and certified on May 30, 2008 by Michael J. Reagan, P.L.S. (#049829), said premises showing an area that is part of existing Town of Ithaca Tax Map Parcel Number 36.-1-4.2. Town of Ithaca, NY § 271-3 § 271-3 Downloaded from https://ecode360.com/IT1944 on 2024-10-11 :3-6