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HomeMy WebLinkAboutCarrowmoor Solar - Final Site Plan PB Packet 11-7-2023 PLANNING DEPARTMENT MEMO To: Planning Board Members From: Christine Balestra, Planner Date: October 31, 2023 RE: Proposed Carrowmoor Solar – Final Site Plan Review Please find attached materials related to the proposed Carrowmoor large-scale community solar photovoltaic system project, located at 1358 Mecklenburg Road (NYS Route 79). The project is scheduled for the November 7, 2023, Planning Board meeting for consideration of final site plan review. The project involves installing a 5MWac single-axis sun tracking solar array system on approximately 30-acres of land, along with two inverter/transformer equipment pads, battery energy storage, new overhead utility (NYSEG) interconnects and poles, an eight-foot-tall perimeter fence, stormwater management facilities, access drive, and other site elements. The Planning Board granted preliminary site plan approval for this project, with conditions, on September 5, 2023. The applicant has satisfied all conditions required to be met prior to final site plan review that were indicated in the preliminary site plan resolution (Resolution No. 2023-025). The attached application materials include a narrative that lists the changes to the project that comply with the conditions listed in the resolution. The attached Final Site Plan Review packet of materials includes: 1. Town of Ithaca Engineering 10/10/23 revised comment letter 2. Applicant narrative, titled “Changes Following Preliminary Approval” 3. Draft final resolution for the board to consider, with draft conditions of approval 4. Revised civil drawing set that shows the following revisions since preliminary approval: a. Corrected project address on all sheets b. Corrected fence height (now consistent on all sheets and in all documents) c. Revised screening locations, planting plans on sheets C201 and C202, with details (detail #2) on Sheet C504 d. Notes on all relevant sheets that reference invasive species control methods e. Light pole specifications and details – one light pole at 20 feet tall, with LED color temperature of 4000K* – See Sheets C201 and C504 5. Revised Decommissioning Plan *The board should discuss reducing the color temperature of the proposed light pole to 3000K to be consistent with other LED lighting that has been approved by the board for other projects. Please call me at (607) 273-1721 ext. 121 or email me at cbalestra@town.ithaca.ny.us if you have any questions. Att. cc: Ryan McCune, Nexamp Lauren Rodriguez, LaBella Associates (emailed) Celia Flynn, LaBella Associates (emailed) Emily Lukasik, LaBella Associates (emailed) DEPARTMENT OF ENGINEERING Stormwater, Sanitary Sewer, Potable Water, Roads, Parks, and Trails 114 Seven Mile Drive, Ithaca, N.Y. 14850 ENGINEERING@TOWN.ITHACA.NY.US PHONE: 607.273.1656 FAX: 607.272.6076 www.town.ithaca.ny.us ENGINEERING MEMORANDUM FROM: Daniel Thaete P.E., Director of Engineering David O’Shea P.E., Senior Civil Engineer TO: Ryan McCune, Nexamp CC: Town of Ithaca Planning Board DATE: July 18, 2023; Preliminary Review September 12, 2023; Revised Material Submission Review October 10, 2023; Final Site Plan Review RE: Carrowmoor Solar We have reviewed the above referenced project’s Stormwater Pollution Prevention Plan (SWPPP) narrative dated May 2023, and last revised May 2023 August 2023 September 2023, and the associated plan set dated April 10, 2023, last revised August 9, 2023 September 15, 2023. We offer the following comments: Please do not submit responses, updated calculations, or plans until a fter the Preliminary Site Plan Planning Board meeting. If you would like to meet to discuss these items prior, we would be happy to schedule a meeting. General • If spoils from the project will be deposited within the Town of Ithaca, the spoils site must be included in the SWPPP and further approval of the site may be required. o 9/12/23: Satisfied • Please ensure all documents coincide. The Operations and Maintenance Plan (June 2023) references stormwater practices that are not proposed. This document should also be updated based on applicable comments contained within this document. The SWPPP narrative and plan notes reference/list sediment traps as a practice to be implemented but the plan set does not show these devices. The decommissioning plan references soil stockpiles but the SWPPP plan set states to spread evenly. Please update the appropriate document. If stockpiles are to be saved, please denotation their location on the plan set. o 9/12/23: Satisfied • Please review the local law requirements pertaining to the Environmental Monitor (EM) requirements and update the general notes page accordingly. o 9/12/23: Acknowledged by Applicant SWPPP • A stormwater maintenance and reporting agreement and access easement will need to be executed prior to issuance of a building permit. o 9/12/23: Acknowledged by Applicant • Prior to signing the MS4 acceptance letter, a “final SWPPP” must be provided for review and approval. These items need to be addressed prior to Final Site Plan Approval • Update the SWPPP plan set to identify temporary topsoil storage locations with appropriate erosion and sediment controls. o 9/27/2023: Prior to signing of the MS4 acceptance, update the plan set to accurately identify the location and size the stock piles. Over 1,000 CY of materials is being removed from the driveway and stored long term. • Please update C001 to correct number order typo. o 9/27/2023: Satisfied • Per Chapter 4, Section 4.5, Page 4-11 of the NYS Stormwater Management Design Manual: “When the predevelopment land use is agriculture, the curve number for the pre-development condition shall be “taken as meadow.” It appears that a “Row Crop” with a CN of 91 was utilized. Please revise the model accordingly and review the pre vs post analysis. In the post condition devices, it appears you will be utilizing gravel diaphragms to maintain sheet flow. The Time of Concentration in the post condition can be altered to utilize a sheet flow condition for a majority of the flow path. If water bars are utilized the path should be reviewed for impacts to the Tc. • Update the narrative to include annual inspections of all permanent stormwater practices and conveyance systems by a qualified professional prior to October. An inspection report shall be generated and provided to the Town in accordance with the reporting agreement. o 9/12/23: Satisfied • Update the narrative and plan set to identify the need for MS4 approval prior to NOI and NOT submissions to DEC. The Town of Ithaca is an “MS4 Additionally Designated Area.” o 9/12/23: Satisfied • A vast majority of the proposed panels do not generally follow the existing contours. We have consulted with the regional DEC office. To meet criteria 3 of scenario 1 of the NYSDEC Memorandum for solar panel construction , water bars and/or level spreaders must be installed in accordance with the NYS Standards and Specifications for Erosion and Sediment Control (aka “Blue Book”). If you do not wish to install these devices, you must comply with Table 2 of the Construction General Permit. o Revise the plan set to eliminate the water bar annotation and detail. If you wish to utilize water bars, the plans needs to be revised to be in conformance with the blue book. The water bars must be askew from the contours to a stabilized conveyance system. This may require attenuation. As drawn, water bars are not properly designed. o 9/27/2023: Satisfied • Please update detail 3, C502 to include the 1” gap between panels. Please also indicate panel size and width between rows. This does not appear to be called out on the plan set. o 9/12/23: Satisfied • Access Road o Please verify if the access road is pervious or impervious. The narrative lists the roads as pervious while the plan set indicates the roads to be impervious. ▪ 9/12/23: Satisfied o If pervious, provide additional information on detail 4, C502 of the intended aggregate. Additional information will need to be included in the narrative and plan set for decompaction of the roadway. ▪ 9/12/23: Satisfied o Please review the modeling for consistency between catchment curve numbers. ▪ 9/12/23: Satisfied • Update the narrative and calculation worksheets to identify the area of impervious per catchment. o 9/12/23: Satisfied • Update section 5.1 of the narrative to include temporary stabilization measures such as mulching. o 9/12/23: Satisfied • Update the plan set and narrative to include stabilization application rates. o 9/12/23: Satisfied • Update the plan set and narrative to include winter stabilization requirements. o Revisions are not sufficient. Identify when winter stabilization requirements are in effect, the rate of stabilization, and the required time frame of stabilization. o 9/27/2023: Satisfied • Update the plan set and narrative to include a construction sequence. o Update the plan set to include the construction sequence. o 9/27/2023: Satisfied • Please review the plan set for conformance with the NYS Stormwater Management Design Manual requirements pertaining to grass filter strips. The maximum slope is 8%. The plans do not appear to meet the maximum contributing length criteria. The average contributing slope shall be 3% unless a flow spreader is used. o 9/12/23: Satisfied • Update the plans to identify how the laydown area will be constructed. The area must be a stabilized surface. o 9/12/23: Satisfied • Update the plans to includes erosion control devices at the eastern entrance and where trenching will occur from the site to the NYSEG connection. o 9/12/23: Satisfied • Update the plans to include a level spreader to maintain sheet flow at the discharge of the 6” SICPP near the middle of the site. Provide calculations for this device. o The level spreader depicted on the plan set is not in conformance with the Blue Book or the SWPPP. Please update the plan set to be in conformance with the Figure 3.7 of the Blue Book. o 9/27/2023: Satisfied • Update the plans and narrative accordingly to call out areas that are to receive decompaction measures. Include this in the construction sequence. o 9/12/23: Satisfied • Additional silt fence and/or sediment logs need to be added to the plans. The plans greatly exceed the allowable slope length/fence length outlined in the Blue Book. o Revise the plan set to include devices spaced in accordance with page 5.54 of the Blue Book. o 9/27/2023: Satisfied Carrowmoor Solar – Project Narrative – Town of Ithaca Changes Following Preliminary Approval Per Town Law, Carrowmoor Solar has prepared a list of changes that have taken place within the plans to address concerns expressed during both the public hearing, and in subsequent comments by the Town engineer and Planning Staff. The changes that have taken place since the Preliminary Approval in accordance with the requests by the town board and staff comments, those changes include; - Change of Address from 1340 Mecklenburg Rd to 1358 Mecklenburg Rd. These changes have taken place on the following materials; o Application (online) o Project Narrative o Civil Design o Electrical Diagrams o Agricultural Data Statement o Full EAF – Part 1 o Emergency Response Plan o Operations and Maintenance Plan o Decommissioning Plan o Project SWPPP o Wetland Report - Civil Design o Inclusion of revised screening plan with schedule. o Inclusion of intended lighting and specs o Changes to the stormwater plan to reflect concerns raised by the Town Engineering staff. o Slight changes in racking orientation to account for revised tolerance numbers by the racking provider o Fence height has been clarified as 8’ throughout the project site. - SWPPP o Changes to the SWPPP to address engineering comments per the Town of Ithaca Letter dated 9/12/2023. - Project Narrative o Changes to address design changes, permitting process, and changes to the plan set since preliminary approvals had been issued. - Decommissioning Plan o Removal of all references to chain link fencing. - Electrical Diagrams o Inclusion of pad-mounted utility line diagrams to align with most recent approved civil sets. PROPOSED RESOLUTION: Final Site Plan Approval Carrowmoor Large-Scale Solar Energy System Tax Parcel No. 27.-1-15.2 1358 Mecklenburg Road Town of Ithaca Planning Board, November 7, 2023 WHEREAS: 1. This action involves consideration of Final Site Plan Approval for the proposed Carrowmoor large-scale community solar photovoltaic system project, located at 1358 Mecklenburg Road. The project involves installing a 5MWac single-axis sun tracking solar array system on approximately 30-acres of land, along with two inverter/transformer equipment pads, solar energy battery storage, new overhead utility (NYSEG) interconnects and poles, an eight-foot- tall perimeter fence, stormwater management facilities, access drive, and other site elements. Rancich Family Limited Partnership, Owner; Nexamp Solar, Applicant; Ryan McCune, Agent; 2. This is a Type I Action for which the Town of Ithaca Planning Board, acting as lead agency in coordinating the environmental review with respect to this project, on September 5, 2023, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Full Environmental Assessment Form Part 1, submitted by the applicant, Parts 2 and 3, prepared by Town Planning staff, and other application materials; 3. The Planning Board, at a public hearing held on November 7, 2023, has reviewed and accepted as adequate an application narrative titled “Changes Following Preliminary Approval,” Carrowmoor Solar – Project Narrative - Town of Ithaca,” a set of drawings titled “Carrowmoor Solar, 1358 Mecklenburg Road, Ithaca, NY,” prepared by LaBella, dated 10/17/2023, including sheets C001, C002, C101, C201-C203, C301-302, C501-504, E601, a Decommissioning Plan, and other application materials; and 4. Project plans, and related information, were duly delivered to the Tompkins County Planning and Sustainability Department per New York State General Municipal Law §§239-l et seq., and such Department responded in a June 29, 2023, letter from Katherine Borgella, Tompkins County Commissioner of Planning, pursuant to §§239-l, -m, and -n of the New York State General Municipal Law, determining that the proposed action will have no significant county-wide or inter-community impact; NOW THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby grants Final Site Plan Approval for the proposed Carrowmoor Solar project, located at 1358 Mecklenburg Road, as described in the materials listed in Whereas #3 above, subject to the following conditions: a. Before issuance of a building permit, submission to the Planning Department of a Jurisdictional Determination letter issued by the Army Corps of Engineers (ACOE) that confirms that the ACOE concurs that the project will not impact any wetlands, b. Before issuance of a building permit, submission to the Planning Department of a copy of NYSDOT Highway work permit(s), c. Before issuance of a building permit, scheduling of a coordination meeting with the Applicant’s Environmental Monitor, and the Town Engineering, Planning, and Codes Departments, d. Before issuance of a building permit, approval of the Decommissioning Plan and Bond by the Attorney for the Town and the Engineering Department, and e. Before issuance of any Certificates of Compliance, submission of a copy of the final Medium Voltage approval and signoff from NYSEG, following its final design review of the project. Decommissioning Plan – Carrowmoor Solar September 10th , 2023 Carrowmoor Solar, LLC (The Company), has prepared this Decommissioning Plan (Plan) for its proposed solar photovoltaic facility to be constructed on private property located at 1358 Mecklenburg Rd, Ithaca, NY, tax map number 27-1-15.2. The parcel is .36 miles west of Westhaven Rd and 1.2 mi East of Sheffield Rd. The Plan describes the process for decommissioning the Facility in accordance with state and local requirements. Facility Description The Facility will consist of a 5,000-kilowatt (or 5 megawatts, MW) alternating current (AC) capacity solar power-generating array secured within an NEC-compliant farm fence surrounding the solar panels and equipment, accessed through a locked gate located inside the property. Each Facility will include the following site features: • PV Modules, inverter(s), and transformer (filled with biodegradable mineral oil) • Combiner boxes and switchgear • Battery storage • Concrete pad(s) • Screw or driven piles and racking to support the PV modules • DC and AC wiring and conduit • A gravel access drive • Stormwater management features including swales • Landscaping • Exterior 8-foot agricultural fencing • A metal security gate at the entrance to the array area • Overhead utility lines and poles Stakeholders Role Contact Information Carrowmoor Solar, LLC System Owner Attn: Carrowmoor Solar 101 Summer St, Flr 2 Boston, MA 02110 Phone: 617.431.1440 Email: Legal@Nexamp.com Town of Ithaca – Codes Office Town Code Enforcement and Site Inspection Town of Ithaca Codes Office 215 N Tioga St Ithaca, NY 14850 Phone: 1 607 273 1721 Town of Ithaca – Planning Board Site Plan Jurisdiction Town of Ithaca Planning Board Chair 215 N Tioga St Ithaca, NY 14850 Phone: 1 607 273 1721 Town of Ithaca – Town Board Decommissioning Bond Holder Town Board 215 N Tioga St Ithaca, NY 14850 Phone: 1 607 273 1721 NYSEG Utility Operator Distributed Generation Office 18 Link Drive Binghamton, NY Rancich Family LTD Partnership Landowner PO BOX 547, Ithaca, NY 14851-0547 All listed stakeholders will receive a copy of the decommissioning plan when executed, and will receive revised copies when revisions are made. All subsequent changes to the Decommissioning Plan will need to be approved by the Town Board, and recorded with the County Clerk upon execution. Expected Lifetime Carrowmoor Solar, LLC has a land lease agreement with the owner of the parcel in question for upwards of 40 years, and has permission to operate the system during that time. Panels are warrantied for 25 years, and the Company anticipates the replacement of inverters with equivalent models as necessary. The project is expected to operate for a bare minimum of 25 years, but is expected to operate for the full term of its lease with the landowner. Triggers and Notices Decommissioning plan will be implemented if the following circumstances occur, per guidance in the Town of Ithaca Local Law §270-219.1-C(4)(i)(i) • lack of production for six continuous months (or for 12 of any 18 months); • lack of a current local permit; • failure to maintain any required decommissioning bond or other security; and • a violation of any site plan conditions or permit conditions that continues more than 90 days after the Town provides written notice of such violation. Every effort will be made to adhere to the decommissioning event criteria outlined above. However, the asset owner will have an opportunity for appeal for extension of the abandonment timeline with adequate proof that the delay can be attributed to supply chain, permitting, or labor issues outside of the owner’s complete control. Prior to the decommissioning plan execution, the asset owner will transmit an electronic notice followed by a hard copy letter to the Town Clerk and/or Code Enforcement Office in the event of any decommissioning, sale, transfer, or any event that may result in partial or complete decommissioning of the site. Notices will be delivered to the addresses below; Town of Ithaca Code Enforcement Office Email: codes@town.ithaca.ny.us 215 North Tioga St Ithaca, NY 14850 Decommissioning Plan The Facility will be decommissioned by completing the following major steps: Dismantlement, Demolition, and Disposal or Recycle; and Site Stabilization, as further described below. In addition to the tasks outlined below, Carrowmoor Solar agrees that all Decommissioning obligations will be done in accordance with the Town of Ithaca’s Zoning Law, Local Law 10, 2023, Section 6; Construction Standards, hereto attached at Exhibit A to this agreement, and NYS Department of Agriculture and Markets (NYSDAM) Guidelines, as set forth in the NYSDAM Guidelines for Agricultural Mitigation for Solar Energy Projects (Revised October 18th, 2019), Hereto attached as Exhibit B to this agreement. Carrowmoor Solar has the sole responsibility to remove the system per the terms of this agreement, and the terms of its lease agreement with the Rancich Family Limited Partnership. Should Carrowmoor Solar be sold or transferred, all Decommissioning responsibilities will transfer to the owning entity. Should Carrowmoor Solar fail to complete its decommissioning obligations, a surety will be provided to the Town to pay for the costs associated with Decommissioning the system. Decommissioning timeline is anticipated to be about six months (180 days) and will be weather dependent, with extensions resulting due to the time of year and overall weather conditions as to not adversely affect the land or provide unsafe working conditions for site employees. Soil Decompaction and stabilization may prolong the decommissioning process due to seasonality of these activities and the need to protect soil from erosion. Dismantlement, Demolition, and Disposal or Recycle A significant portion of the components that comprise each Facility will include recyclable or re-saleable components, including copper, aluminum, galvanized steel, and modules. Due to their re-sale monetary value, these components will be dismantled, disassembled, and recycled rather than being demolished and disposed of. Typically, salvage value is taken into account when estimating net decommissioning costs. Nexamp has proceeded to omit those costs to alleviate concerns about recycling availability and market instability. Following coordination with NYSEG (“Utility”) regarding timing and required procedures for disconnecting each Facility from the utility distribution network, all electrical connections to the system will be disconnected and all connections will be tested locally to confirm that no electric current is running through them before proceeding. All electrical connections to the PV modules will be severed at each module, and the modules will then be removed from their framework by cutting or dismantling the connections to the supports. Modules will be removed and sold to a purchaser or recycler. In the event of a total fracture of any modules, the interior materials are silicon-based and are not hazardous. Disposal of these materials at a landfill will be permissible. The PV mounting system framework will be dismantled and recycled. The metal piles will be removed and recycled. All other associated structures will be demolished and removed from the site for recycling or disposal. This will include the site fence and gates, which will likely be reclaimed or recycled. Grade slabs will be broken and removed to a depth of four feet below grade, and clean concrete will be crushed and disposed of off-site or recycled (reused either on- or off- site). The portion of the gravel access road created specifically for the project, will be removed as well. Aboveground utility poles owned by Carrowmoor Solar, LLC will be completely removed and disposed of off-site in accordance with utility best practices. Any overhead wires will be removed from each Facility and will terminate at the utility-owned connections inside the property. Underground wires buried less than 4’ deep will be removed per Town of Ithaca regulations(§270-219.1-C(4)(i)(v).Stock The access road will remain in place to the final utility-owned electrical poles and the Utility will be responsible for dismantling those overhead wires and poles under its ownership. Coordination with The Utility, personnel will be conducted to facilitate removal of any poles and overhead wires located on the site. A final site walkthrough will be conducted to remove debris and/or trash generated during the decommissioning process, and will include removal and proper disposal of any debris that may have been wind-blown to areas outside the immediate footprint of each Facility being removed. All solid and/or hazardous waste will be disposed of in accordance with local, state, and federal regulations. Should the Town have reason to suspect the contamination of soils on the property, following confirmation of said contamination by third party contractor, soils will be removed and disposed of in accordance with local, state and federal regulations. Road Removal All access road materials will be removed, and graded areas will be returned to grade using unless otherwise specified by the landowner. Re-graded area will be seeded and stabilized immediately upon completion. Stormwater Feature Removal All stormwater features will be removed and regraded. Where appropriate, vegetation will be removed and all stormwater features will be filled. Re-graded area will be seeded and stabilized immediately upon completion. Screening Removal Removal of screening will be conditional based on Town feedback at the time of Building Permit Review. Without explicit town approval, all vegetative screening features will remain on site following decommissioning. Should removal be mandated, screening will be disposed of offsite in an appropriate manner. Where appropriate and necessary, soil depressions will be filled. Re-graded area will be seeded and stabilized immediately upon completion. Soil Management and Site Stabilization It is anticipated that the removal of the facility will cause disturbance of rmore than 5 acres, and will thus be subect to a SPDES permit and SWPPP. Erosion control measures will be designed and established with the Town at the time of Building Permit issuance. Per Town regulations, all agricultural areas shall be decompacted to a depth of 18” following removal of materials from the site. Rocks and large aggregate will be removed from site and topsoil replaced. The areas of each Facility that are disturbed during decommissioning will be re-graded to establish a uniform slope and stabilized via hydroseeding with a ground treatment approved by the Building Inspector. Environmental Monitoring Given the Project’s limits of disturbance is anticipated to be less than 50 acres, an environmental monitor is not required according to NYSDAM guidelines. Per the Town of Ithaca’s local law, a monitor would be required if prime soils existed on site, but as this is not the case we do not anticipate a local requirement for this oversight during active decommissioning. Instead, the asset owner will coordinate with the Town to hire a qualified environmental monitor who will consult on the restoration, and post-construction monitoring for no less than two years. Inspections shall take place in spring, summer and fall per Town Regulations. Permitting Requirements Given the size and location of each Facility, several approvals will be obtained prior to initiation of the decommissioning process. Table 1 provides a summary of the expected approvals if the decommissioning were to take place in April 2023. Noting that the decommissioning is expected to occur at a much later date, the permitting requirements listed in the table below will be reviewed at that time and updated based on then current local, state, and federal regulations. Table 1. Current Permitting Requirements for Decommissioning Permit Agency Threshold/Trigger State Pollutant Discharge Elimination System (SPDES) General Permit for Discharges from Construction Activity New York State Department of Environmental Conservation (NYSDEC) Ground disturbance of greater than 1 acre with discharge to wetlands or water bodies. Requires preparation of a Stormwater Pollution Prevention Plan, including erosion and sedimentation controls. Building Permit Town Building Department A building permit must be obtained for any construction, alteration, repair, demolition, or change to the use or occupancy of a building. Decommissioning Surety Proposal – Carrowmoor Solar August 3rd, 2023 Consistent with the approach it has taken in other communities, Carrowmoor Solar, LLC, offers to provide a decommissioning surety bond, to be posted prior at the commercial operation date, in the amount of $499,875.00, for decommissioning of the solar and BESS systems in the unlikely event that the company is unable to meet its contractual obligations for solar project removal and restoration. The decommissioning bond, of which Carrowmoor Solar will serve as the principal and the Town of Ithaca shall serve as the as the obligee, starting at the commercial operation date, shall remain in place for the life of the system and for 18 months following the removal of the system. The Town shall have the right to draw on this bond should it be made aware that the system has not produced energy and conveyed it to the electric grid for any 12 consecutive months. Upon drawing on the balance of the bond, the Town assumes responsibility for the decommissioning of the system. In developing the decommissioning surety bond, the company utilized recent decommissioning costs estimate from similar Community Solar and storage projects. The estimation leading to this rate is attached to this proposal as Exhibit B. These costs have been affirmed by our engineering partners at LaBella Associates. A memorandum documenting their diligence has been attached to this plan as Exhibit C. This bond will be reviewed every three years until which time the company’s decommissioning obligations have been fulfilled. Carrowmoor Solar agrees to submit revised removal cost estimates to the Town and the bond company on three-year intervals. Posted bonds will reflect this estimate for the next three years, until which time the costs of removal are reassessed. The bond’s start date shall be the first month following the commercial operation date of the facility. The bond has no set term, and will remain in place for until 18 months following system removal. Below is a summary of the analysis: Project Size (MWAC) 5 Decommissioning 25% Adder $399,900.00 $99,975.00 Total $499,875.00 [Signatures on the following page] Carrowmoor Solar, LLC agrees that if the surety is not renewed or cancelled it will forfeit its Certificate of Occupancy and right to continue to operate until a replacement surety has been posted. TOWN OF ITHACA, NY Authorized Signature: _________________________ Name: Title: Supervisor Rancich Family Limited Partnership Authorized Signature: _________________________ Name: Title: Landowner CARROWMOOR SOLAR, LLC Authorized Signature: _________________________ Name: Title: EXHIBIT C – Decommissioning Estimate Category Deco Total MODULES $37,500.00 BESS $37,500.00 MODULE MOUNTING $28,000.00 BOS EQUIPMENT $12,500.00 INVERTERS $12,000.00 DAS $2,000.00 ELECTRICAL - MATERIAL Array Wiring $12,500.00 MV overhead conductor & equipment $3,400.00 DC equipment $40,000.00 $25,500.00 LABOR Racking Removal $55,000.00 Module Removal $10,000.00 CIVIL FEATURE REMOVAL Access Roads & Laydown areas $55,000.00 Stormwater management features removal $17,500.00 Trenching & directional boring $10,000.00 Seeding / Hydroseeding $12,500.00 Equipment & Storage Pads $5,000.00 FENCING & GATE $14,000.00 CONSTRUCTION MANAGEMENT Permits $2,000.00 Environmental Monitor $4,500.00 General Conditions $3,500.00 TOTAL $399,900.00 Bond No. ______________________ Philadelphia Indemnity Insurance Company Solar Facility Decommissioning Bond KNOW ALL MEN BY THESE PRESENTS: That Carrowmoor Solar, LLC (hereinafter called the Principal), and Philadelphia Indemnity Insurance Company (hereinafter called the Surety), a corporation duly organized under the laws of the Comm onwealth of Pennsylvania, are held and firmly bound unto The Town of Ithaca(hereinafter called the Obligee), in the full and just sum of Four Hundred Ninety Nine Thousand Eieght Hundred Seventy Five and 00/100 Dollars ($499,875.00), the payment of which sum, well and truly to be made, the said Principal and Surety bind themselves, and each of their heirs, administrators, executors, and assigns, jointly and severally, firmly by these presents. WHEREAS, the Obligee has issued the Principal a special use permit related to the construction of a solar facility at 1358 Mecklenburg Rd, issued on__________, and as a requirement of such permit the Principal is obligated to remove the Solar Facility equipment from property upon discontinuance of service. WHEREAS, the Obligee has agreed to accept this bond as security for performance of Principal's obligations under said permit during the time period this bond remains in effect. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal shall perform its obligations under said permit as stipulated above, then this obligation shall be void, otherwise to remain in full force and effect, unless otherwise cancelled as hereinafter provided. PROVIDED HOWEVER, that this bond is executed subject to the following express provisions and conditions: 1. In the event of default by the Principal, Obligee shall deliver to Surety a written statement of the details of such default within 30 days after the Obligee shall learn of the same, such notice to be delivered by certified mail to address of said Surety as stated herein. 2. This bond may be terminated or canceled by surety by giving not less than sixty (60) days written notice to the Obligee, stating therein the effective date of such termination or cancellation. Such notice shall not limit or terminate any obligations resulting from default by the Principal that may have accrued under this bond as a result of default by Principal prior to the effective date of such termination. No claim, action, suit or proceeding shall be instituted against this bond unless same be brought or instituted and process served one year after termination or cancellation of this bond. 4. No right of action shall accrue on this bond for the use of any person, corporation or entity other than the Obligee named herein or the heirs, executors, administrators or successors of the Obligee. 5. The aggregate liability of the surety is limited to the penal sum stated herein regardless of the number of years this bond remains in force or the amount or number of claims brought against this bond. 6. If any conflict or inconsistency exists between the Surety's obligations as described in this bond and as may be described in any underlying agreement, permit, document or contract to which this bond is related, then the terms of this bond shall prevail in all respects. 7. It is expressly understood and agreed that this bond does not cover or guarantee rent or lease payments of any kind. 8. Sixty (60) days prior to the date that the annual premium for the bond is due, the Principal shall provide to the Obligee proof that such payment has been made. In the event the Principal fails to provide proof of payment 60 days in advance, the Obligee must provide written notice to the Principal allowing 30 days to cure. Should the Principal fail to provide such proof of payment and pay the annual premium for the bond in full thirty (30) days prior to the payment date, the Obligee may call on the full bond amount. 9. This bond shall not bind the Surety unless the bond is accepted by the Obligee. If the Obligee objects to any language contained herein, within 30 days of the date this bond is signed and sealed by the Surety, Obligee shall return this bond, certified mail or express courier, to the Surety at its address at: Philadelphia Indemnity Insurance Company One Bala Plaza East, Suite 100 Bala Cynwyd, PA 19004-1403 Failure to return the bond as described above shall constitute Obligee's acceptance of the terms and conditions herein. IN WITNESS WHEREOF, the above bounded Principal and Surety have hereunto signed and sealed this bond effective this day of , 20 . Principal Surety Carrowmoor Solar, LLC Philadelphia Indemnity Insurance Company By: _______________________________ By: ____________________________________ One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 1 of 9 COMMERCIAL OUTDOOR RSX1 LEDArea Luminaire Specifications Catalog Number Notes Type Introduction The new RSX LED Area family delivers maximum value by providing significant energy savings, long life and outstanding photometric performance at an affordable price. The RSX1 delivers 7,000 to 17,000 lumens allowing it to replace 70W to 400W HID luminaires. The RSX features an integral universal mounting mechanism that allows the luminaire to be mounted on most existing drill hole patterns. This “no-drill” solution provides significant labor savings. An easy-access door on the bottom of mounting arm allows for wiring without opening the electrical compartment. A mast arm adaptor, adjustable integral slipfitter and other mounting configurations are available. EPA (ft2@0°):0.57 ft2 (0.05 m2) Length:21.8” (55.4 cm) (SPA mount) Width:13.3” (33.8 cm) Height:3.0" (7.6 cm) Main Body 7.2” (18.4 cm) Arm Weight: (SPA mount):22.0 lbs (10.0 kg) Hit the Tab key or mouse over the page to see all interactive elements. L W H Options Finish Shipped Installed HS House-side shield 7 PE Photocontrol, button style 8,9 PER7 Seven-wire twist-lock receptacle only (no controls) 9,10,11 SF Single fuse (120, 277, 347) 5 DF Double fuse (208, 240, 480) 5 SPD20KV 20KV Surge pack (10KV standard) FAO Field adjustable output 9 DMG 0-10V dimming extend out back of housing for external control (control ordered separate) 9 Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 9) NLTAIR2 PIRHN nLight AIR generation 2, with Networked, Bi-Level motion/ambient sensor 9, 12, 13, 14 BAA Buy America(n) Act Compliant CCE Coastal Construction15 *Note: NLTAIR2 PIRHN with nLight Air can be used as a standalone or networked solution. Sensor coverage pattern is affected when luminaire is tilted. Shipped Separately (requires some field assembly) EGS External glare shield 7 EGFV External glare full visor (360° around light aperture) 7 BS Bird spikes 16 DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD Textured White WW Ordering Information EXAMPLE: RSX1 LED P4 40K R3 MVOLT SPA DDBXD RSX1 LED Series Performance Package Color Temperature Distribution Voltage Mounting RSX1 LED P1 P2 P3 P4 30K 3000K 40K 4000K 50K 5000K R2 Type 2 Wide R3 Type 3 Wide R3S Type 3 Short R4 Type 4 Wide R4S Type 4 Short R5 Type 5 Wide 1 R5S Type 5 Short 1 AFR Automotive Front Row AFRR90 Automotive Front Row Right Rotated AFRL90 Automotive Front Row Left Rotated MVOLT (120V-277V) 2 HVOLT (347V-480V) 3 XVOLT (277V-480V) 4 (use specific voltage for options as noted) 120 3 277 5 208 3 347 5 240 3 480 5 SPA Square pole mounting (3.0" min. SQ pole for 1 at 90°, 3.5" min. SQ pole for 2, 3, 4 at 90°) RPA Round pole mounting (3.2" min. dia. RND pole for 2, 3, 4 at 90°, 3.0" min. dia. RND pole for 1 at 90°, 2 at 180°, 3 at 120°) MA Mast arm adaptor (fits 2-3/8" OD horizontal tenon) IS Adjustable slipfitter (fits 2-3/8" OD tenon) 6 WBA Wall bracket 1 WBASC Wall bracket with surface conduit box AASP Adjustable tilt arm square pole mounting 6 AARP Adjustable tilt arm round pole mounting 6 AAWB Adjustable tilt arm with wall bracket 6 AAWSC Adjustable tilt arm wall bracket and surface conduit box 6 Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. *See ordering tree for detailsDesign Select options indicated by this color background. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 2 of 9 COMMERCIAL OUTDOOR Ordering Information NOTES 1 Any Type 5 distribution, is not available with WBA. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 3 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz). 4 XVOLT driver not available with P1 or P2. XVOLT driver operates on any line voltage from 277V-480V (50/60 Hz). XVOLT not available with fusing (SF or DF) and not available with PE. 5 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 6 Maximum tilt is 90° above horizontal. 7 It may be ordered as an accessory. 8 Requires MVOLT or 347V. 9 Two or more of the following options cannot be combined including PE, DMG, PER7, FAO and NLTAIR2 PIRHN. (Exception: PE and FAO can be combined; also PE and DMG can be combined.) 10 Compatible with standard twist-lock photocells for dusk to dawn operation or advanced control nodes that provide 0-10V dimming signals. Wire 4/Wire 5 wired to dimming leads on driver. Wire6/Wire7 capped inside luminaire. Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 11 For units with option PER7, the mounting must be restricted to +/- 45° from horizontal aim per ANSI C136.10-2010. 12 Must be ordered with PIRHN. 13 Requires MVOLT or HVOLT. 14 Must be ordered with NLTAIR2. For additional information on PIRHN visit here. 15 CCE option not available with WBA, WBASC, AASP, AARP, AAWB, AAWBSC, EGS, EGFV and BS. 16 Must be ordered with fixture for factory pre-drilling. 17 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. Accessories Ordered and shipped separately. House Side Shield External Glare Shield External 360 Full Visor RSX1HS RSX1 House side shield (includes 1 shield) RSX1HSAFRR U RSX1 House side shield for AFR rotated optics (includes 1 shield) RSX1EGS (FINISH) U External glares hield (specify finish) RSX1EGFV (FINISH) U External glare full visor (specify finish) RSXRPA (FINISH) U RSX Universal round pole adaptor plate (specify finish) RSXWBA (FINISH) U RSX WBA wall bracket (specify finish) 1 RSXSCB (FINISH) U RSX Surface conduit box (specify finish, for use with WBA, WBA not included) DLL127F 1.5 JU Photocell -SSL twist-lock (120-277V) 17 DLL347F 1.5 CUL JU Photocell -SSL twist-lock (347V) 17 DLL480F 1.5 CUL JU Photocell -SSL twist-lock (480V) 17 DSHORT SBK U Shorting cap 17 External Shields Pole/Mounting Informatiion HANDHOLE ORIENTATION A Handhole B C D Accessories including bullhorns, cross arms and other adpaters are available under the accessories tab at Lithonia's Outdoor Poles and Arms product page. Click here to visit Accessories. RSX1 - Luminaire EPA Fixture Quantity & Mounting Configuration Single 2 @ 90 2 @ 180 3 @ 90 3 @ 120 4 @ 90 2 Side by Side 3 Side by Side 4 Side by Side Mounting Type Tilt SPA - Square Pole Adaptor 0 ° 0.57 1.03 1.05 1.52 1.36 2.03 1.31 1.7 2.26 RPA - Round Pole Adaptor 0.62 1.08 1.15 1.62 1.46 2.13 1.36 1.8 2.36 MA - Mast Arm Adaptor 0.49 0.95 0.89 1.36 1.2 1.87 1.23 1.54 2.1 IS - Integral Slipfitter AASP/AARP - Adjustable Arm Square/Round Pole 0 °0.57 1.03 1.05 1.52 1.36 2.03 1.31 1.7 2.26 10°0.68 1.34 1.33 2 1.74 2.64 1.35 2.03 2.71 20°0.87 1.71 1.73 2.56 2.26 3.42 1.75 2.62 3.49 30°1.24 2.19 2.3 3.21 2.87 4.36 2.49 3.73 4.97 40°1.81 2.68 2.98 3.85 3.68 5.30 3.62 5.43 7.24 45°2.11 2.92 3.44 4.2 4.08 5.77 4.22 6.33 8.44 50°2.31 3.17 3.72 4.52 4.44 6.26 4.62 6.94 9.25 60°2.71 3.66 4.38 5.21 5.15 7.24 5.43 8.14 10.86 70°2.78 3.98 4.54 5.67 5.47 7.91 5.52 8.27 11.03 80°2.76 4.18 4.62 5.97 5.76 8.31 5.51 8.27 11.03 90°2.73 4.25 4.64 6.11 5.91 8.47 5.45 8.18 10.97 *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data.Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 RSX POLE DRILLING RSX STANDARD ARM & ADJUSTABLE ARM 5.25” 2.65” Drilling Template Mounting Option Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 Head Location Side B Side B & D Side B & C Round Pole Only Side B, C & D Side A, B, C & D #8 Drill Nomenclature DM19AS DM28AS DM29AS DM32AS DM39AS DM49AS Tenon O.D.RSX Mounting Single 2 at 180°2 at 90°3 at 120°3 at 90°4 at 90° 2 - 3/8"RPA, AARP AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 320 AS3-5 390 AS3-5 490 2 - 7/8"RPA, AARP AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" RPA, AARP AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Round Tenon Mount - Pole Top Slipfitters Drill/Side Location by Configuration Type One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 3 of 9 COMMERCIAL OUTDOOR Performance Data Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 45°C 113°F 0.96 50°C 122°F 0.95 Current (A) Performance Package System Watts (W)120V 208V 240V 277V 347V 480V P1 51W 0.42 0.25 0.21 0.19 0.14 0.11 P2 72W 0.60 0.35 0.30 0.26 0.21 0.15 P3 109W 0.91 0.52 0.45 0.39 0.31 0.23 P4 133W 1.11 0.64 0.55 0.48 0.38 0.27 Electrical Load Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.97 >0.95 >0.92 Projected LED Lumen Maintenance To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s RSX Area homepage. Photometric Diagrams Isofootcandle plots for the RSX1 LED P4 40K. Distances are in units of mounting height (20’). 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 R3R3 R4 R5R2 LEGEND 0.1 fc 0.5 fc 1.0 fc 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 AFRAFR 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ B ] - RSX2 LED P6 40K AFRL90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30752 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 15 Area > 0.5fc 8044 Page 1 of 1Template Print 7 29 201http://www.visua -3d.com/tools/template/Print.aspx?SessionID=388595 AFRL90AFRL90 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ A ] - RSX2 LED P6 40K AFRR90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30623 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 14 Area > 0.5fc 8325 Page 1 of 1Template Print 7 29 201http://www.visua -3d.com/tools/template/Print.aspx?SessionID=388595 AFRR90AFRR90 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 4 of 9 COMMERCIAL OUTDOOR Performance Data Performance Package System Watts Distribution. Type 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 51W R2 6,482 1 0 1 126 7,121 1 0 1 139 7,121 1 0 1 139 R3 6,459 1 0 2 127 7,096 1 0 2 139 7,096 1 0 2 139 R3S 6,631 1 0 1 129 7,286 1 0 2 142 7,286 1 0 2 142 R4 6,543 1 0 2 128 7,189 1 0 2 141 7,189 1 0 2 141 R4S 6,313 1 0 1 124 6,936 1 0 1 136 6,936 1 0 1 136 R5 6,631 3 0 2 130 7,286 3 0 2 143 7,286 3 0 2 143 R5S 6,807 3 0 1 133 7,479 3 0 1 147 7,479 3 0 1 147 AFR 6,473 1 0 1 127 7,112 1 0 1 139 7,112 1 0 1 139 AFRR90 6,535 2 0 2 127 7,179 2 0 2 140 7,179 2 0 2 140 AFRL90 6,562 2 0 1 128 7,210 2 0 2 140 7,210 2 0 2 140 P2 72W R2 8,991 2 0 1 123 9,878 2 0 1 135 9,878 2 0 1 135 R3 8,959 2 0 2 124 9,843 2 0 2 137 9,843 2 0 2 137 R3S 9,198 2 0 2 126 10,106 2 0 2 139 10,106 2 0 2 139 R4 9,077 2 0 2 126 9,972 2 0 2 139 9,972 2 0 2 139 R4S 8,757 1 0 2 122 9,622 2 0 2 134 9,622 2 0 2 134 R5 9,198 4 0 2 128 10,106 4 0 2 140 10,106 4 0 2 140 R5S 9,443 3 0 1 131 10,374 3 0 1 144 10,374 3 0 1 144 AFR 8,979 2 0 1 125 9,865 2 0 1 137 9,865 2 0 1 137 AFRR90 9,064 3 0 2 124 9,959 3 0 2 137 9,959 3 0 2 137 AFRL90 9,102 3 0 2 125 10,001 3 0 2 137 10,001 3 0 2 137 P3 109W R2 12,808 2 0 1 117 14,072 2 0 2 129 14,072 2 0 2 129 R3 12,763 2 0 2 117 14,023 2 0 2 129 14,023 2 0 2 129 R3S 13,104 2 0 2 120 14,397 2 0 2 132 14,397 2 0 2 132 R4 12,930 2 0 2 119 14,206 2 0 2 130 14,206 2 0 2 130 R4S 12,475 2 0 2 114 13,707 2 0 2 126 13,707 2 0 2 126 R5 13,104 4 0 2 120 14,397 4 0 2 132 14,397 4 0 2 132 R5S 13,452 3 0 2 123 14,779 3 0 2 136 14,779 3 0 2 136 AFR 12,791 2 0 1 117 14,053 2 0 2 129 14,053 2 0 2 129 AFRR90 12,913 3 0 3 118 14,187 3 0 3 130 14,187 3 0 3 130 AFRL90 12,967 3 0 2 118 14,247 3 0 3 130 14,247 3 0 3 130 P4 133W R2 14,943 2 0 2 112 16,417 2 0 2 123 16,417 2 0 2 123 R3 14,890 2 0 3 112 16,360 2 0 3 123 16,360 2 0 3 123 R3S 15,287 2 0 2 115 16,796 2 0 2 126 16,796 2 0 2 126 R4 15,085 2 0 3 113 16,574 2 0 3 125 16,574 2 0 3 125 R4S 14,554 2 0 2 109 15,991 2 0 2 120 15,991 2 0 2 120 R5 15,287 4 0 2 115 16,796 4 0 2 126 16,796 4 0 2 126 R5S 15,693 4 0 2 118 17,242 4 0 2 130 17,242 4 0 2 130 AFR 14,923 2 0 2 112 16,395 2 0 2 123 16,395 2 0 2 123 AFRR90 15,065 3 0 3 113 16,551 3 0 3 124 16,551 3 0 3 124 AFRL90 15,128 3 0 3 114 16,621 3 0 3 125 16,621 3 0 3 125 Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 5 of 9 COMMERCIAL OUTDOOR Dimensions & Weights L W H Length: 22.8” (57.9 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.2” (18.4 cm) Arm RSX1 with Round Pole Adapter (RPA) Note: RPA — Round Pole mount can also be used to mount on square poles by omitting the round pole adapter plate shown here. L W H Length: 23.2” (59.1 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 3.5” (8.9 cm) Arm RSX1 with Mast Arm Adapter (MA) 7/16" locking thru bolt/nut provided L W H Length: 20.7” (52.7 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.6” (19.3 cm) Arm RSX1 with Adjustable Slipfitter (IS) 7/8" KO - fits 1/2" NPT water- tight fitting Luminaire Weight by Mounting Type Mounting Configuration Total Luminaire Weight SPA 22 lbs RPA 24 lbs MA 22 lbs WBA 25 lbs WBASC 28 lbs IS 25 lbs AASP 25 lbs AARP 27 lbs AAWB 28 lbs AAWSC 31 lbs One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 6 of 9 COMMERCIAL OUTDOOR Dimensions L W H Length: 23.6" (59.9 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 8.9” (22.6 cm) Arm RSX1 with Wall Bracket (WBA) Wall Bracket (WBA) Mounting Detail 4.5 7.0 L W H Length: 25.3” (64.3 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 9.2” (23.4 cm) Arm RSX1 with Wall Bracket with Surface Conduit Box (WBASC) 3/4" NPT taps with plugs - Qty (4) provided Surface Conduit Box (SCB) Mounting Detail 4.4 7.0 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 7 of 9 COMMERCIAL OUTDOOR Dimensions L W H Length: 25.3” (65.3 cm) AASP 26.3” (66.8 cm) AARP Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.2” (18.2 cm) Arm RSX1 with Adjustable Tilt Arm - Square or Round Pole (AASP or AARP) NOTE: RPA - Round Pole mount can also be used to mount on square poles by omitting the round pole adapter plate shown here. 7/8" KO - fits 1/2" NPT water- tight fitting Notes AASP: Requires 3.0" min. square pole for 1 at 90°. Requires 3.5" min. square pole for mounting 2, 3, 4 at 90°. AARP: Requires 3.2" min. dia. round pole for 2, 3, 4 at 90°. Requires 3.0" min. dia. round pole for mounting 1 at 90°, 2 at 180°, 3 at 120°. L W H Length: 27.1” (68.8 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 8.9” (22.6 cm) Arm RSX1 with Adjustable Tilt Arm with Wall Bracket (AAWB) Wall Bracket (WBA) Mounting Detail 4.5 7.0 7/8" KO - fits 1/2" NPT water- tight fitting One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 8 of 9 COMMERCIAL OUTDOOR Dimensions L W H Length: 28.8” (73.2 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 9.2” (23.4 cm) Arm RSX1 with Adjustable Tilt Arm with Wall Bracket and Surface Conduit Box (AAWSC) Surface Conduit Box (SCB) Mounting Detail 4.4 7.0 3/4" NPT taps with plugs - Qty (4) provided 7/8" KO - fits 1/2" NPT water- tight fitting Automotive Front Row - Rotated Optics (AFRL90/R90) AFRR90 AFRL90 (Example: 2@180 - arrows indicate direction of light exiting the luminaire) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2018-2023 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX1 Area LED Rev. 06/27/23 Page 9 of 9 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The RSX LED area family is designed to provide a long-lasting, energy-efficient solution for the one- for-one replacement of existing metal halide or high pressure sodium lighting. The RSX1 delivers 7,000 to 17,000 lumens and is ideal for replacing 70W to 400W HID pole-mounted luminaires in parking lots and other area lighting applications. CONSTRUCTION The RSX LED area luminaire features a rugged die-cast aluminum main body that uses heat- dissipating fins and flow-through venting to provide optimal thermal management that both enhances LED performance and extends component life. Integral “no drill” mounting arm allows the luminaire to be mounted on existing pole drillings, greatly reducing installation labor. The light engines and housing are sealed against moisture and environmental contaminants to IP66. The low-profile design results in a low EPA, allowing pole optimization. All mountings are rated for minimum 1.5 G vibration load per ANSI C136.31. 3G Mountings: Include SPA, RPA, MA, IS, AASP, and AARP rated for 3G vibration. 1.5G Mountings: Include WBA, WBASC, AAWB and AAWSC rated for 1.5G vibration. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures superior adhesion as well as a minimum finish thickness of 3 mils. The result is a high-quality finish that is warrantied not to crack or peel. COASTAL CONSTRUCTION (CCE) ptional corrosion resistant construction is engineered with added corrosion rotection in materials and/or pre-treatment of base material under superÝurable paint. Provides additional corrosion protection for applications nearÜoastal areas. Finish is salt spray tested to over 5,000 hours per ASTM B117 with cribe rating of 10. Additional lead-times apply. OPTICS Precision acrylic refractive lenses are engineered for superior application efficiency, distributing the light to where it is needed most. Available in short and wide pattern distributions including Type 2, Type 3, Type 3S, Type 4, Type 4S, Type 5, Type 5S, AFR (Automotive Front Row), and AFR rotated AFRR90 and ARFL90. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted on metal-core circuit boards and aluminum heat sinks to maximize heat dissipation. Light engines are IP66 rated. LED lumen maintenance is >L92/100,000 hours. CCT’s of 3000K, 4000K and 5000K (minimum 70 CRI) are available. Fixtures ship standard with 0-10v dimming driver. Class 1 electronic drivers ensure system power factor >90% and THD <20%. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The RSX LED area luminaire has a wide assortment of control options. Dusk to dawn controls include MVOLT and 347V button-type photocells and NEMA twist-lock photocell receptacles. nLIGHT AIR CONTROLS The RSX LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing with photocontrol functionality and is suitable for mounting heights up to 40 feet. No commissioning is required when using factory default settings that provide basic stand-alone motion occupancy dimming that is switched on and off with a built-in photocell. See chart above for motion sensor default out-of-box settings. For more advanced wireless functionality, such as group dimming, nLight AIR can be commissioned using a smartphone and the easy-to- use CLAIRITY app. nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Integral “no-drill” mounting arm allows for fast, easy mounting using existing pole drillings. Select the “SPA” option for square poles and the “RPA” option to mount to round poles. Note, the RPA mount can also be used for mounting to square poles by omitting the RPA adapter plate. Select the “MA” option to attach the luminaire to a 2 3/8” horizontal mast arm or the “IS” option for an adjustable slipfitter that mounts on a 2 3/8” OD tenon. The adjustable slipfitter has an integral junction box and offers easy installation. Can be tilted up to 90° above horizontal. Additional mountings are available including a wall bracket, adjustable tilt arm for direct-to-pole and wall and a surface conduit box for wall mount applications. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. U.S. Patent No. D882, 146S BUY AMERICAN ACT Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT regulations. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. nLight Control - Sensor Coverage and Settings Motion Sensor Default Settings - Option PIRHN Option Dimmed State (unoccupied) High Level (when occupied) Photocell Operation Dwell Time (occupancy time delay) Ramp-up Time (from unoccupied to occupied) Ramp-down Time (from occupied to unoccupied) NLTAIR2 PIRHN Approx. 30% Output 100% Output Enabled @ 1.5FC 7.5 minutes 3 seconds 5 minutes nLight Sensor Coverage Pattern NLTAIR2 PIRHN Top Side *Note: NLTAIR2 PIRHN default settings including photocell set-point, high/low dim rates, and occupancy sensor time delay are all configurable using the Clairity Pro App. Sensor coverage pattern shown with luminaire at 0°. Sensor coverage pattern is affected when luminaire is titled. CA R R O W M O O R S O L A R 13 5 8 M E C K L E N B U R G R O A D I T H A C A , N Y 1 4 8 5 0 NE X A M P PR O J E C T N O : 2 2 3 0 7 1 3 IS S U E D F O R R E V I E W 10 / 1 7 / 2 0 2 3 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 PROJECT NO: 2230713 APRIL 2023 REVISED JUNE 27, 2023 REVISED JULY 12, 2023 REVISED AUGUST 9, 2023 REVISED SEPTEMBER 15, 2023 REVISED OCTOBER 17, 2023 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 LOCATION MAP N.T.S. NEXAMP 105 N. Tioga Street, Suite 200 Ithaca, NY 14850 607-319-4136 labellapc.com PROJECT LOCATION Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C001 GENERAL NOTES, LEGEND, AND DRAWING INDEX LEGEND DRAWING INDEX 1.THE CONTRACTOR ALONE SHALL BE RESPONSIBLE TO LOCATE UTILITIES OUTSIDE THE RIGHT-OF-WAY INCLUDING PRIVATE ROADS. 2.SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS AND EQUIPMENT, INCLUDING SPECIAL CUTTING DEVICES, NECESSARY TO PERFORM THE WORK CONTAINED IN THIS CONTRACT. 4.THE SIZES AND MATERIAL OF CONSTRUCTION OF WATER MAINS, SANITARY SEWERS AND STORM SEWERS TO REMAIN ARE REPUTED. THE CONTRACTOR SHALL VERIFY SIZES OF ALL UTILITIES WHERE CONNECTIONS TO SAID EXISTING UTILITIES ARE REQUIRED. EXCAVATION TO VERIFY THESE UTILITIES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR REMOVAL. 6.UNLESS OTHERWISE INDICATED ON THE PLANS OR DIRECTED BY THE ARCHITECT/ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING AND PROTECTING FROM DAMAGE ALL TREES, SHRUBS AND PLANTS IN THE VICINITY OF THE PROPOSED WORK. 7.THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED TO REMAIN FOR THE DURATION OF THE CONTRACT. 8.ANY SITE AMENITY, UTILITY, STREET APPURTENANCE, OR OTHER ITEM WHICH BECOMES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND BY THE CONTRACTOR AS DETERMINED BY THE PROJECT MANAGER OR ARCHITECT/ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. 9.APPROVAL BY THE MS4 (TOWN OF ITHACA) IS REQUIRED PRIOR TO NOI AND NOT SUBMISSIONS TO THE DEC. THE TOWN OF ITHACA IS AN "MS4 ADDITIONALLY DESIGNATED AREA". 10.AN ENVIRONMENTAL MONITOR (EM) MUST BE HIRED BY APPLICANT AT THE DISCRETION OF THE TOWN TO OVERSEE ALL CONSTRUCTION, RESTORATION, AND FOLLOW-UP MONITORING. 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS AND DIMENSIONS. 2.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE NEW YORK AT 811 TO REQUEST UTILITY STAKEOUT OF ALL PUBLIC UTILITIES. 3.WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN ACTIVE AND FUNCTIONAL FACILITY. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MINIMIZE DISRUPTION TO THE OPERATIONS OF THE FACILITY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC, VISITORS AND EMPLOYEES FROM HARM AS A RESULT OF HIS CONSTRUCTION ACTIVITIES. 4.THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES, STRUCTURES, AND APPURTENANCES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES, STRUCTURES, AND APPURTENANCES IN THE PATH OF AND ADJACENT TO THE PROPOSED WORK. 5.SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 6.CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED TO REMAIN FOR THE DURATION OF THE CONTRACT. 7.THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNMENT, LOCAL FIRE DEPARTMENT AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) AS NECESSARY AND SHALL OBTAIN ANY REQUIRED PERMITS PRIOR TO BEGINNING WORK. COPIES OF ANY REQUIRED PERMITS SHALL BE PROVIDED TO THE OWNER PRIOR TO BEGINNING THE WORK. 8.CONTRACTOR SHALL REMOVE FROM SITE, MATERIALS NOT INDICATED TO BE SALVAGED INCLUDING ALL DEBRIS. ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF CONTRACTOR WHO SHALL LEGALLY DISPOSE OF SAME. 9.ALL TREES, SHRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BY CONSTRUCTION OPERATIONS, SHALL BE REPLACED IN-KIND AS DIRECTED BY THE ARCHITECT/ENGINEER AND/OR OWNER'S DESIGNATED REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 10.THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO THE EXISTING BUILDINGS FOR THE DURATION OF THE CONTRACT. 11.WHEN EXISTING CONSTRUCTION WHICH IS TO REMAIN IS DAMAGED DURING THE COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT SHALL BE REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS AS MUCH AS POSSIBLE, AT NO COST TO THE OWNER. ALL REPAIRS AND/OR REPLACEMENTS WILL BE SUBJECT TO OWNERS APPROVAL. 12.COORDINATE LOCATION OF TEMPORARY CONSTRUCTION FENCE AND TEMPORARY STONE STAGING AREA WITH OWNER 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS. 2.THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY MARKERS AND RIGHT-OF-WAY MARKERS IN THE AREA OF CONSTRUCTION. 3.ANY IRON PINS, MONUMENTS OR OTHER ITEMS DEFINING PROPERTY LINES WHICH ARE DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PROPERLY TIED AND ACCURATELY RESET BY A NYS LICENSED SURVEYOR UPON COMPLETION OF THE WORK. 4.HORIZONTAL DATUM BASED OFF NAD83. 5.VERTICAL BASED OFF OF NAVD88. 6.TOPOGRAPHY AS SURVEYED BY LABELLA ASSOCIATES IN FEBRUARY 2023. 1.CONTRACTOR SHALL COORDINATE ANY STORM SEWER REPLACEMENT WITH THE NYSDOT AND THE TOWN OF ITHACA. 2.CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRIC SERVICE LINES WITH NYSEG. 1.THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF OSHA, AND ANY OTHER AGENCY HAVING JURISDICTION WITH REGARD TO SAFETY PRECAUTIONS WITH TRENCHING OPERATIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO SUPPLEMENT REQUIREMENTS ESTABLISHED BY THESE AGENCIES. IN THE CASE OF A CONFLICT BETWEEN REQUIREMENTS OF OTHER JURISDICTIONAL AGENCIES AND THESE DOCUMENTS, THE MORE STRINGENT REQUIREMENT ON THE CONTRACTOR SHALL APPLY. 2.SHEETING, IF REQUIRED DURING CONSTRUCTION, IS CONSIDERED TO BE PART OF THIS CONTRACT AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 3.ALL TRENCHES THROUGH PAVEMENT SHALL BE SAW CUT PRIOR TO EXCAVATION AND AGAIN PRIOR TO PAVEMENT RESTORATION. 4.CONTRACTOR SHALL ADJUST THE RIMS OF ALL MANHOLES, CATCH BASINS, VALVE BOXES AND OTHER UTILITY SITE STRUCTURES TO MEET FINISHED GRADE IN AREAS REQUIRING REPAVING OR REGRADING AS PART OF THE WORK, INCLUDING THOSE THAT MAY NOT BE SHOWN ON THE PLANS. 5.VOIDS LEFT BY UTILITY OR STRUCTURE REMOVAL OR GRUBBING OPERATIONS SHALL BE BACKFILLED AND PROPERLY COMPACTED WITH STRUCTURAL FILL (NYSDOT ITEM 304.12) IN AREAS UNDER AND WITHIN 5 FEET HORIZONTALLY OF ALL STRUCTURES, BUILDINGS AND PAVEMENTS. IN GRASSED AREAS, VOIDS LEFT SHALL BE FILLED AND PROPERLY COMPACTED WITH SUITABLE ON-SITE OR IMPORTED EARTHEN BACKFILL. ALL DISTURBED AREAS SHALL BE RESTORED. 6.THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO PREVENT THE INTRODUCTION OF GROUNDWATER INTO THE TRENCHES/EXCAVATIONS. PROVIDE ALL EQUIPMENT NECESSARY TO MAINTAIN THE GROUNDWATER LEVEL AS NECESSARY. 7.THE CONTRACTOR SHALL PLACE AT MINIMUM 6 INCHES OF CLEANED SCREENED TOPSOIL IN ALL DISTURBED AREAS PRIOR TO SEEDING. 1.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND LOCAL GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND STANDARDS. CONTRACTOR SHALL SUBMIT PROPOSED EROSION CONTROL PLAN INCLUDING SEQUENCING OF WORK TO THE ENGINEER FOR REVIEW PRIOR TO START OF WORK. 2.UTILIZE CONSTRUCTION METHODS/TECHNIQUES, WHICH WILL LIMIT THE EXPOSED EARTHEN AREAS AND MINIMIZE THE EFFECT OF EARTH DISTURBANCE ACTIVITIES ON SOIL EROSION. THE AREA OF DISTURBANCE SHALL BE LIMITED TO A MAXIMUM OF 5 ACRES UNLESS A 5 ACRE WAIVER IS APPROVED BY THE NYSDEC. 3.ALL SEDIMENTATION BARRIERS AND OTHER TEMPORARY OR PERMANENT MEASURES SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. PLANS SHOW THE SUGGESTED MINIMUM MEASURES REQUIRED. 4.REMOVAL OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE COMPLETED AT THE APPROVAL OF THE OWNER AND ENGINEER. THE COST OF REMOVING THESE MEASURES SHALL ALSO BE INCLUDED IN THE BID PRICE. 5.FOR THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROTECT ALL ON-SITE, ADJACENT AND/OR DOWNSTREAM STORM/SANITARY SEWERS, AND/OR OTHER WATER COURSES FROM CONTAMINATION BY WATER BORNE SILTS, SEDIMENTS, FUELS, SOLVENTS, LUBRICANTS OR OTHER POLLUTANTS ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT. 6.DURING CONSTRUCTION NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO STORM/SANITARY SEWERS, DITCHES OR OTHER WATERS OF NEW YORK STATE, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS OR OTHER DEVICES BE ALLOWED TO ENTER ANY STORM/SANITARY SEWERS, DITCHES, RIVERS, OR WATER COURSES. 7.ALL EXCAVATED OR IMPORTED EARTHEN STOCKPILES SHALL BE SUITABLY STABILIZED AND PROTECTED BY SILT FENCE SO THAT IT CANNOT REASONABLY ENTER ANY WATER BODY, OR STORM OR SANITARY SEWER. 8.ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE WORK FOR EROSION AND POLLUTION CONTROL SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. 9.THE CONTRACTOR SHALL BE REQUIRED TO TREAT TRAVELED AREAS TO CONTROL DUST. WATER SHALL BE APPLIED TO SUCH TRAVELED AREAS AS THE ARCHITECT/ENGINEER OR OWNER'S DESIGNATED REPRESENTATIVE MAY DESIGNATE. THE NUMBER OF APPLICATIONS AND THE AMOUNT OF WATER SHALL BE BASED UPON FIELD AND WEATHER CONDITIONS. 10.ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT WHICH WILL NOT BE SUBJECT TO FURTHER EARTHWORK OR CONSTRUCTION ACTIVITIES SHALL BE PERMANENTLY SEEDED TO ESTABLISH GRASS, AND MULCHED WITH HAY OR STRAW WITHIN ONE WEEK OF FINAL DISTURBANCE. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. 11.CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE COORDINATED WITH THE OWNER PRIOR TO START OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCE(S), AS SHOWN ON THE PLANS SHALL BE PROVIDED. ALL DISTURBED AREAS SHALL BE RESTORED. 12.ALL CATCH BASINS/DRAINAGE INLETS SHALL HAVE STONED INLET PROTECTION AROUND THEM AND GEOTEXTILE FABRIC OVER THE GRATE TO PREVENT SEDIMENTATION FROM ENTERING THE STORM SYSTEM. 13.TILL ALL COMPACTED SOILS LOCATED IN LAWN AREAS TO RESTORE THE ORIGINAL PROPERTIES OF THE SOIL PRIOR TO SEEDING. 14.THE NYS DEC BLUE BOOK REQUIRES A MULCH APPLICATION RATE OF 2 TONS/ACRE AND A SEED APPLICATION RATE OF 200 LBS/ACRE. 15.IF STRAW MULCH ALONE IS USED FOR WINTER STABILIZATION, THE APPLICATION RATE SHALL BE 4 TONS PER ACRE. OTHER MANUFACTURED MULCHES SHALL BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. 16.WINTER STABILIZATION APPLIES TO ALL CONSTRUCTION ACTIVITIES INVOLVED WITH ONGOING LAND DISTURBANCE AND EXPOSURE BETWEEN NOVEMBER 15TH TO THE FOLLOWING APRIL 1ST. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN THREE BUSINESS DAYS. UTILITY NOTES GRADING NOTES EROSION AND SEDIMENT CONTROL NOTES GENERAL NOTES SURVEY NOTES DEMOLITION NOTES C001 GENERAL NOTES, LEGEND, AND DRAWING INDEX C002 OVERALL SITE PLAN C101 EXISTING CONDITIONS AND DEMOLITION PLAN C102 EXISTING CONDITIONS AND DEMOLITION PLAN C201 SITE AND UTILITY PLAN C202 SITE AND UTILITY PLAN C203 TURNING MOVEMENTS C301 GRADING AND EROSION CONTROL PLAN C302 GRADING AND EROSION CONTROL PLAN AND ROAD PROFILE C501 CONSTRUCTION DETAILS C502 CONSTRUCTION DETAILS C503 CONSTRUCTION DETAILS C504 CONSTRUCTION DETAILS EXISTING PROPOSED DESCRIPTION PROJECT BENCHMARK / CONTROL POINTS TREE PROTECTION WETLAND WETLAND BUFFER TREE/VEGETATION LIMIT FENCE BUILDING/STRUCTURE PROPERTY LINE SETBACK LINE EASEMENTS RIGHT-OF-WAY PE BLDG ⅊⅊ SIGN DECIDUOUS TREE CONIFEROUS TREE UTILITY POLE WITH LIGHT END SECTION UTILITY POLE ST STORM LINE OVERHEAD ELECTRIC UE UE UNDERGROUND ELECTRIC COMMUNICATIONS MAJOR CONTOUR510 MINOR CONTOUR EROSION FENCE 509 STABILIZED CONSTRUCTION ENTRANCE OUTLET PROTECTION TREE STUMP 1.WELL COMPACTED SUBGRADE SHALL BE UTILIZED UNDERNEATH CONSTRUCTION OF PAVEMENT AND CONCRETE BASES. 2.ALL STAKEOUT FOR THE PROPOSED SITE IMPROVEMENTS SHALL BE COMPLETED BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.IF ANY DISCREPANCIES ARE NOTED BETWEEN THESE CONSTRUCTION DOCUMENTS AND INFORMATION PROVIDED OR AN ERROR IS SUSPECT, IT SHALL BE IMMEDIATELY REPORTED TO THE CONSTRUCTION MANAGER AND LABELLA ASSOCIATES PROJECT MANAGER IN WRITING. 4.ANY PROOF-ROLLING OF EXPOSED SUBBASE BY A MINIMUM 10 TON SMOOTH DRUM ROLLER SHALL BE DONE UNDER THE GUIDANCE OF, AND OBSERVED BY, QUALIFIED ENGINEERING PERSONNEL PRIOR TO PLACEMENT OF SUBBASE MATERIAL. THE ROLLER SHOULD BE OPERATED IN THE STATIC MODE AND COMPLETE AT LEAST TWO (2) PASSES OVER THE EXPOSED SUBGRADES. 5.THE PRELIMINARY WETLANDS DELINEATION WERE COMPLETED BY LABELLA ASSOCIATES IN JANUARY 2023. FURTHER INVESTIGATION IS NEED TO DEFINE THESE AREAS. 6.PARCEL LINES AS SHOWN BY A.TOMPKINS COUNTY TAX MAP, FOR THE TOWN OF ITHACA. B.MAP TITLED, "AS-BUILT SURVEY FOR CROWN CASTLE-WESTHAVEN/MECKLENBURG ROAD SITE SURVEY," PREPARED BY JONATHAN MURPHY PROFESSIONAL LAND SURVEY, DATED JANUARY 27, 2017. C.MAP TITLED, "MAP OF SURVEY FOR PARCEL OF LAND CONVEYED TO ROBERT DRAKE," PREPARED BY ROBERT S. RUSSLER JR., DATED MARCH 2003. D.MAP TITLED," MAP SHOWING LANDS OF ROBERT J. WELLS & GEORGE W. IDEMAN," PREPARED BY MILTON GREENE, DATED NOVEMBER 20, 1973. E.MAP TITLED, "SURVEY MAP SHOWING THE LANDS OF JAN H. & SUSAN J. SUWINKSI," PREPARED BY T.G. MILLER P.C., DATED DECEMBER 27, 2016. F.DEED BETWEEN JOHN E. RANCICH AND RANCICH FAMILY LIMITED PARTNERSHIP DATED SEPTEMBER 21, 2012 AND FILED IN THE TOMPKINS COUNTY CLERK'S OFFICE AS INSTRUMENT NO. 597581-003. 7.PERVIOUS GRAVEL SECTIONS SHALL BE PROTECTED FROM VEHICLE AND MACHINERY TRAFFIC THROUGHOUT THE DURATION OF THE PROJECT. PRIOR TO PERVIOUS ROAD INSTALLATION, THE AREA MUST BE DECOMPACTED AS PER THE NYSDEC DEEP RIPPING AND DECOMPACTION GUIDANCE DOCUMENT PROVIDED IN APPENDIX H OF THE SWPPP. 8.TO MINIMIZE THE SPREAD OF INVASIVE SPECIES DURING CONSTRUCTION, CONSIDER THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPs) A.CLEAN ALL CONSTRUCTION EQUIPMENT OF MUD, SEEDS, VEGETATION, AND OTHER DEBRIS AS YOU MOVE FROM ONE AREA TO ANOTHER. B.EXCAVATE TOPSOIL SEPARATELY FROM SUBSOIL FOR APPROPRIATE BACKFILLING. C.RETURN ALL GROUND DISTURBANCE TO PRE-CONSTRUCTION CONDITIONS AND STABILIZE DISTURBED AREAS WITH SEEDING AND MULCH AS SOON AS POSSIBLE. SITE NOTES 1.CONSTRUCTION ACTIVITIES ON THIS SITE MUST COMPLY WITH THE NYS DEPARTMENT OF AGRICULTURE AND MARKETS (NYDAM) PUBLISHED GUIDELINES FOR CONSTRUCTION MITIGATION FOR AGRICULTURAL LANDS LAST REVISED OCTOBER 18, 2019. THE FOLLOWING REPRESENTS ONLY A CONSOLIDATED SUMMARY OF THE GUIDELINES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE COMPLETE GUIDELINES AND COMPLY WITH THE APPLICABLE REQUIREMENTS DURING CONSTRUCTION. 2.NEXAMP WILL HIRE OR DESIGNATE AN ENVIRONMENTAL MONITOR (EM) TO OVERSEE CONSTRUCTION, RESTORATION, AND FOLLOW-UP MONITORING IN AGRICULTURAL LANDS. THE EM SHALL BE AVAILABLE FOR CONSULTATION AND/OR ON-SITE WHENEVER CONSTRUCTION OR RESTORATION WORK THAT CAUSES GROUND DISTURBANCE IS OCCURRING ON LESS THAN 50 ACRES OF AGRICULTURAL LAND. 3.STRIPPED TOPSOIL SHALL BE STOCKPILED FROM WORK AREAS AND KEPT SEPARATE FROM OTHER EXCAVATED MATERIAL UNTIL THE COMPLETION OF THE FACILITY FOR FINAL RESTORATION. TOPSOIL SHALL BE STRIPPED TO MATERIALS STORAGE AND LAYDOWN AREA AND STABILIZED ACCORDING TO PLANS. EXCESS TOPSOIL SHALL BE SPREAD EVENLY IN AGRICULTURAL AREAS WITHIN THE LIMIT OF DISTURBANCE OR AS NOTED ON THE PLANS. IN NO CASE SHALL THE SPREADING OF EXCESS TOPSOIL ALTER THE HYDROLOGY OF THE AREA. 4.FOR ALL OPEN-CUT EXCAVATIONS, TOPSOIL AND SUBSOIL SHALL BE SEGREGATED. WHEN OPEN-CUT TRENCHING IS PROPOSED, TOPSOIL STRIPPING IS REQUIRED FROM THE WORK AREA ADJACENT TO THE TRENCH (INCLUDING SEGREGATED STOCKPILE AREAS AND EQUIPMENT ACCESS). 5.TOPSOIL STOCKPILE AREAS AND TOPSOIL DISPOSAL AREAS SHALL BE CLEARLY INDICATED IN THE FIELD AND ON THE PLANS. 6.TOPSOIL STOCKPILES ON AGRICULTURAL AREAS LEFT IN PLACE PRIOR TO OCTOBER 31 SHALL BE SEEDED WITH AROOSTOOK WINTER RYE OR EQUIVALENT AT AN APPLICATION RATE OF THREE BUSHELS (168 LB) PER ACRE AND MULCHED WITH STRAW AT A RATE OF TWO TO THREE BALES PER 1000 SF. 7.TOPSOIL STOCKPILES ON AGRICULTURAL AREAS LEFT IN PLACE BETWEEN OCTOBER 31 AND MAY 31 SHALL BE MULCHED WITH STRAW AT A RATE OF TWO TO THREE BALES PER 1000 SF TO PREVENT SOIL LOSS. 8.THE SURFACE OF THE ACCESS ROADS LOCATED OUTSIDE OF THE FENCED AREA AND CONSTRUCTED THROUGH AGRICULTURAL FIELDS SHALL BE LEVEL WITH THE ADJACENT FIELD SURFACE UNLESS OTHERWISE NOTED. 9.THE CONTRACTOR SHALL ENSURE THAT NO VEHICLES OR EQUIPMENT ARE ALLOWED OUTSIDE THE DESIGNED LIMIT OF DISTURBANCE. VEHICLE AND EQUIPMENT TRAFFIC, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE ACCESS ROADS AND/OR DESIGNATED WORK AREAS WITH THE EXCEPTION OF LOW GROUND PRESSURE EQUIPMENT. 10.ALL BURIED UTILITIES LOCATED WITHIN THE FENCED AREA MUST HAVE A MINIMUM COVER DEPTH OF 18 INCHES IF LOCATED WITHIN CONDUIT AND 24 INCHES IF DIRECT BURIED. 11.ALL BURIED UTILITIES LOCATED OUTSIDE OF THE FENCED AREA SHALL HAVE A MINIMUM COVER DEPTH OF 48 INCHES IF LOCATED WITHIN CROPLAND, HAYLAND OR IMPROVED PASTURE AREAS. IN AREAS WHERE THE DEPTH OF SOIL OVER BEDROCK IS LESS THAN 48 INCHES THE ELECTRICAL CONDUCTORS MUST BE BURIED BELOW THE SURFACE OF THE BEDROCK IF FRIABLE/RIPPABLE OR AS NEAR AS POSSIBLE TO THE SURFACE OF THE BEDROCK. ALL BURIED UTILITIES LOCATED IN UNIMPROVED GRAZING AREAS OR ON LAND PERMANENTLY DEVOTED TO PASTURE SHALL HAVE A MINIMUM COVER DEPTH OF 36 INCHES. WHERE ELECTRICAL CONDUCTORS ARE BURIED DIRECTLY BELOW THE GENERATION FACILITY'S ACCESS ROAD OR IMMEDIATELY ADJACENT TO THE ACCESS ROAD THE MINIMUM DEPTH OF COVER MUST BE 24 INCHES. 12.EXCESS STRIPPED TOPSOIL SHALL NOT BE UTILIZED FOR FILL WITHIN THE PROJECT AREAS. 13.EXCESS CONCRETE WILL NOT BE BURIED OR LEFT ON THE SURFACE IN ACTIVE AGRICULTURAL AREAS. CONCRETE TRUCKS WILL BE WASHED OUTSIDE OF ACTIVE AGRICULTURAL AREAS. ON-SITE DISPOSAL OF SUBSOIL AND ROCK UNEARTHED FROM CONSTRUCTION RELATED ACTIVITIES IS NOT PERMISSIBLE IN ACTIVE AGRICULTURAL LANDS. 14.CONTRACTOR TO REPAIR ALL SURFACE OR SUBSURFACE DRAINAGE STRUCTURES DAMAGED DURING CONSTRUCTION. 15.RESTORATION WORK ON AGRICULTURAL LAND SHALL BE COMPLETED DURING FAVORABLE (WORKABLE, RELATIVELY DRY) CONDITIONS AND NOT WHILE SOILS ARE IN A WET OR PLASTIC STATE OF CONSISTENCY. 16.IN ALL CONTINUED USE AGRICULTURAL LAND WHERE THE TOPSOIL WAS STRIPPED, SUBSOIL DECOMPACTION SHALL BE CONDUCTED PRIOR TO TOPSOIL REPLACEMENT TO A DEPTH OF 18 INCHES WITH A TRACTOR MOUNTED DEEP RIPPER OR HEAVY-DUTY CHISEL PLOW. 17.CONTRACTOR SHALL SEED ALL AREAS FROM WHICH VEGETATION WAS REMOVED OR DESTROYED WITH THE SEED MIX SPECIFIED BY OWNER. NYS DEPT OF AGRICULTURE AND MARKETS NOTES COMPOST FILTER SOCK CONSTRUCTION FENCE FO FO FO FO FO FO FO FO X X X X X E E E EEE X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 8.0840 3.7200 91.1959 UEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE PE PE PE PE PE PE PE OE OE OE Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C002 OVERALL SITE PLAN C002 1 OVERALL SITE PLAN SCALE: 1"=120' 0'120'240'360' C101 C201 C301 C102 C202 C302 N X X X X X X X X E E E EEE X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C101 EXISTING CONDITIONS AND DEMOLITION PLAN C101 1 EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: 1"=80' 0'80'160'240' MATCH TO SHEET C102 N REMOVE AND RELOCATE EXISTING STEEL GATE. REPLACE STEEL GATE IF DAMAGED. REMOVE EXISTING 15" CMP CULVERT AND END SECTIONS. FO FO FO FO FO FO MECKLENBURG RD. / N.Y.S. ROUTE 79 (66' WIDE R.O.W.) 0'80'160'240' Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C102 EXISTING CONDITIONS AND DEMOLITION PLAN C102 1 EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: 1"=80' MATCH TO SHEET C101 N X X X X X X X X E E E EEE X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE 7.62' 16.29' 16.29' 16.29' 16.29' 16.29' 10' 10 ' 16.29' 16.29' 102' 20' 20 ' 75' 75 ' 75' 20 ' 57.5' 86.25' 706.77' SIDE SETBACK 89 . 9 6 ' R E A R SE T B A C K 65' 16.29' 16.29' 191.38' SIDE SETBACK 57.5' 86.25' 86.25' 76 ' R30' ( T Y P . ) R55' R55' R30' R30 ' 20' 16.29' 16.29' 24.43' 28 . 0 3 ' 24.44' 24.44' 24.41' 24 . 8 4 ' 25.56' 24 . 8 4 ' 25.56' 27 . 7 9 ' 18 . 6 2 ' 17 . 2 8 ' 18 . 4 ' 24 . 9 4 ' 16.29' LAYDOWN AREA NEW 8' TALL AGRICULTURAL FENCE NEW SOLAR PV ARRAY NEW SOLAR PV ARRAY NEW SOLAR PV ARRAY NEW SOLAR PV ARRAY PROPERTY SETBACK LINE NEW 24' VEHICLE GATE NEW CONCRETE EQUIPMENT PAD UNDERGROUND ELECTRICAL LINES (TYP.) NEW 4' PERSONNEL GATE NEW 24' SNOW REMOVAL GATE NEW 4' PERSONNEL GATE NEW 20' IMPERVIOUS GRAVEL ACCESS ROAD NEW 20' IMPERVIOUS GRAVEL ACCESS ROAD NEW 4' PERSONNEL GATE NEW 4' PERSONNEL GATE VEGETATED FILTER STRIP VEGETATED FILTER STRIP DEER RESISTANT TREE VEGETATIVE SCREEN. TREES SHOWN ARE FOR LOCATION AND SCHEMATIC PURPOSES ONLY. REFER TO THE PLANTING DETAILS AND PLANTING SCHEDULE FOR QUANTITY, SPACING, SPECIES, AND PLANTING HEIGHT REQUIREMENTS. NEW PERVIOUS TURNAROUND. NEW CONCRETE EQUIPMENT PAD (INVERTER AND TRANSFORMER) AREA TO BE PROTECTED FROM VEHICLE AND MACHINERY TRAFFIC DURING CONSTRUCTION. AREA MUST BE DECOMPACTED PRIOR TO PERVIOUS GRAVEL GRAVEL INSTALLATION. NEW SOLAR PV ARRAY ENERGY STORAGE PROVIDE TEMPORARY CONSTRUCTION ACCESS GRAVEL (±4,800 SF) AUXILIARY PAD DISTURBED AREAS TO RECEIVE SOLAR SEED MIX: ERNMX-147 "FUZZ AND BUZZ MIX - PREMIUM" DISTURBED AREAS TO RECEIVE SOLAR SEED MIX: ERNMX-147 "FUZZ AND BUZZ MIX - PREMIUM" DISTURBED AREAS TO RECEIVE SOLAR SEED MIX: ERNMX-147 "FUZZ AND BUZZ MIX - PREMIUM" DISTURBED AREAS TO RECEIVE SOLAR SEED MIX: ERNMX-147 "FUZZ AND BUZZ MIX - PREMIUM" DISTURBED AREAS TO RECEIVE SOLAR SEED MIX: ERNMX-147 "FUZZ AND BUZZ MIX - PREMIUM" AREA TO BE PROTECTED FROM VEHICLE AND MACHINERY TRAFFIC DURING CONSTRUCTION. AREA MUST BE DECOMPACTED PRIOR TO LEVEL SPREADER INSTALLATION. NEW DOWNWARD FACING DARK SKY COMPLIANT LIGHT STST Y ST ST ST ST ± 39LF 18" SICPP @ 1.75% ± 146LF 6" SICPP @ 4.73% END SECTION INV= 1114.65 END SECTION DRAIN BASIN 12" DIA. RIM=1116.62 E INV=1114.25 END SECTION INV= 1114.65 END SECTION INV= 1113.96 END SECTION INV= 1107.33 FLOW SPREADER ENTRANCE WIDTH 10' LENGTH 10' SLOPE 0% SEE DETAILS SHEET MAINTAIN SLOPE OF 10% OR LESS 20' TRANSITION SCALE: 1"=80' N 0'80'160'240' MATCH TO SHEET C202 C201 SITE AND UTILITY PLAN C201 1 SITE AND UTILITY PLAN PROJECT DATA PARCEL INFORMATION APPLICANT CARROWMOOR SOLAR LLC OWNER RANCICH FAMILY LIMITED PARTNERSHIP PARCEL ADDRESS 1358 MECKLENBERG ROAD, ITHACA, NY 14850 TAX NUMBER 027.-1-15.2 PARCEL AREA (TOTAL)93.65 ACRES TOTAL PROJECT AREA 29.3 ACRES EXISTING IMPERVIOUS WITHIN PROJECT AREA 0.00 ACRES PROPOSED IMPERVIOUS WITHIN PROJECT AREA 0.99 ACRES SYSTEM SIZE 5.0 MW AC UTILITY POLE COUNT 3 PANEL COVERAGE 8.85 ACRES TOTAL DISTURBANCE AREA ±28.22 ACRES ZONING INFORMATION REQUIRED PROPOSED CLASSIFICATION AGRICULTURAL AGRICULTURAL FRONT SETBACK 50 FT ±859 FT SIDE SETBACK 75 FT ±192 FT REAR SETBACK 75 FT ±90 FT LOT COVERAGE 12% MAX ±10.6% Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 INVASIVE SPECIES NOTES: 1.TO PREVENT THE ACCIDENTAL INTRODUCTION OF INVASIVE PLANTS DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, ALL TRACKED EQUIPMENT INVOLVED IN EARTHWORK SHALL BE CLEANED TO REMOVE PLANTS, SEEDS AND PROPAGULES THAT MAY BE HITCH HIKING, PRIOR TO ARRIVAL ON-SITE. 2.IF TRACKED EQUIPMENT IS USED IN EARTH WORK ON A PORTION OF A PROJECT WHERE INVASIVE SPECIES ARE KNOWN TO EXIST, THIS PORTION OF THE EARTHWORK SHALL BE CONDUCTED LAST, OR THE EQUIPMENT SHALL BE CLEANED PRIOR TO USE ON ANY PORTION OF THE SITE THAT IS KNOWN TO BE FREE OF INVASIVE PLANTS. 3.IF EQUIPMENT INVOLVED IN EARTHWORK IS CONTAMINATED WITH INVASIVE SPECIES, THE EQUIPMENT SHALL BE CLEANED PRIOR TO MOVING INTO UNCONTAMINATED AREAS. CLEANING SHALL CONSIST OF USING PHYSICAL MEANS AND HAND TOOLS, SUCH AS BRUSHES, BROOMS, RAKES OR SHOVELS, ON ALL TRACK AND BUCKET/BLADE COMPONENTS TO ADEQUATELY REMOVE ALL VISIBLE DIRT AND PLANT DEBRIS. 4.IF WATER IS USED, THE WATER/SLURRY SHALL BE CONTAINED SO AS TO RESTRICT INTRODUCTION OF INVASIVE PLANTS, SEEDS AND PROPAGULES INTO THE PROJECT OR OFF-SITE THROUGH FUTURE SURPLUS MATERIAL DISPOSAL. PLANT SCHEDULE QTY.ABRV SCIENTIFIC NAME COMMON NAME INSTALLED SIZE CONDITION SPACING 15 15 25 25 AA CC JS JC AMELANCHIER ARBOREA 'SNOWCLOUD' CERCIS CANADENSIS JUNIPERUS VIRGINIANA 'EMERALD SENTINEL' JUNIPERUS COMMUNIS SNOWCLOUD AMELANCHIER EASTERN REDBUD EMERALD SENTINEL EASTERN RED CEDAR COMMON JUNIPER 8' HT. 8' HT. 8' HT. 8' HT. B&B B&B B&B B&B 8' O.C. 6' O.C. FO FO FO FO FO FO MECKLENBURG RD. / N.Y.S. ROUTE 79 (66' WIDE R.O.W.) UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE PE PE PE PE PE PE PE PE PE PE UE OE OE OE OE PROPERTY SETBACK LINE PROPERTY SETBACK LINE UNDERGROUND ELECTRICAL LINES (TYP.) NEW IMPERVIOUS ACCESS ROAD CUSTOMER PAD EQUIPMENT UTILITY PAD MOUNT RECLOSER UTILITY RISER POLE (URP) UNDERGROUND ELECTRICAL TO BE ROUTED THROUGH EXISTING GAP IN TREELINE TO AVOID TREE CLEARING. RELOCATED STEEL GATE. REPLACE STEEL GATE IF DAMAGED. VEGETATED FILTER STRIP VEGETATED FILTER STRIP PERMANENT STORMWATER MANAGEMENT EASEMENT NEW PERVIOUS TURNAROUND EXISTING POLE GATE PROPOSED POLE GATE UTILITY PAD EQUIPMENT NEW UTILITY POLE (POI) AREA TO BE PROTECTED FROM VEHICLE AND MACHINERY TRAFFIC DURING CONSTRUCTION. AREA MUST BE DECOMPACTED PRIOR TO PERVIOUS GRAVEL GRAVEL INSTALLATION. NEW 20' IMPERVIOUS GRAVEL ACCESS ROAD VEGETATED FILTER STRIP DISTURBED AREAS TO RECEIVE SOLAR SEED MIX: ERNMX-147 "FUZZ AND BUZZ MIX - PREMIUM" 75' 75' 60' 85 9 . 2 1 ' F R O N T S E T B A C K 25 ' 75' 75 ' 11 9 ' - 1 0 . 5 " 30' 60' 86.25' 57.5' 86.25' 57.5' 20' 20' R95' R75' R55' R33 'R33' DEER RESISTANT TREE VEGETATIVE SCREEN. TREES SHOWN ARE FOR LOCATION AND SCHEMATIC PURPOSES ONLY. REFER TO THE PLANTING DETAILS AND PLANTING SCHEDULE FOR QUANTITY, SPACING, SPECIES, AND PLANTING HEIGHT REQUIREMENTS. DEER RESISTANT TREE VEGETATIVE SCREEN. TREES SHOWN ARE FOR LOCATION AND SCHEMATIC PURPOSES ONLY. REFER TO THE PLANTING DETAILS AND PLANTING SCHEDULE FOR QUANTITY, SPACING, SPECIES, AND PLANTING HEIGHT REQUIREMENTS. ST ST ST ± 45LF 18" SICPP @ 2.67% ± 81LF 15" CMP @ 2.40% END SECTION INV= 1119.40 END SECTION INV= 1118.20 END SECTION INV= 1129.59 END SECTION INV= 1131.54 0'80'160'240' SCALE: 1"=80' N MATCH TO SHEET C201 C202 SITE AND UTILITY PLAN C202 1 SITE AND UTILITY PLAN 12/31/2024 Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 PLANT SCHEDULE QTY.ABRV SCIENTIFIC NAME COMMON NAME INSTALLED SIZE CONDITION SPACING 15 15 25 25 AA CC JS JC AMELANCHIER ARBOREA 'SNOWCLOUD' CERCIS CANADENSIS JUNIPERUS VIRGINIANA 'EMERALD SENTINEL' JUNIPERUS COMMUNIS SNOWCLOUD AMELANCHIER EASTERN REDBUD EMERALD SENTINEL EASTERN RED CEDAR COMMON JUNIPER 8' HT. 8' HT. 8' HT. 8' HT. B&B B&B B&B B&B 8' O.C. 6' O.C. INVASIVE SPECIES NOTES: 1.TO PREVENT THE ACCIDENTAL INTRODUCTION OF INVASIVE PLANTS DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, ALL TRACKED EQUIPMENT INVOLVED IN EARTHWORK SHALL BE CLEANED TO REMOVE PLANTS, SEEDS AND PROPAGULES THAT MAY BE HITCH HIKING, PRIOR TO ARRIVAL ON-SITE. 2.IF TRACKED EQUIPMENT IS USED IN EARTH WORK ON A PORTION OF A PROJECT WHERE INVASIVE SPECIES ARE KNOWN TO EXIST, THIS PORTION OF THE EARTHWORK SHALL BE CONDUCTED LAST, OR THE EQUIPMENT SHALL BE CLEANED PRIOR TO USE ON ANY PORTION OF THE SITE THAT IS KNOWN TO BE FREE OF INVASIVE PLANTS. 3.IF EQUIPMENT INVOLVED IN EARTHWORK IS CONTAMINATED WITH INVASIVE SPECIES, THE EQUIPMENT SHALL BE CLEANED PRIOR TO MOVING INTO UNCONTAMINATED AREAS. CLEANING SHALL CONSIST OF USING PHYSICAL MEANS AND HAND TOOLS, SUCH AS BRUSHES, BROOMS, RAKES OR SHOVELS, ON ALL TRACK AND BUCKET/BLADE COMPONENTS TO ADEQUATELY REMOVE ALL VISIBLE DIRT AND PLANT DEBRIS. 4.IF WATER IS USED, THE WATER/SLURRY SHALL BE CONTAINED SO AS TO RESTRICT INTRODUCTION OF INVASIVE PLANTS, SEEDS AND PROPAGULES INTO THE PROJECT OR OFF-SITE THROUGH FUTURE SURPLUS MATERIAL DISPOSAL. FO FO FO FO FO FO MECKLENBURG RD. / N.Y.S. ROUTE 79 (66' WIDE R.O.W.) ST ST ST UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE PE PE PE PE PE PE PE PE PE PE WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r UE OE OE OE OE WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB-67 WB-67 X X X X X X X X E EEE X X X X X X X X X Y ST ST ST ST FLOW SPREADER ENTRANCE WIDTH 10' LENGTH 10' SLOPE 0% SEE DETAILS SHEET MAINTAIN SLOPE OF 10% OR LESS 20' TRANSITION UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE SU - 4 0 - S i n g l e U n i t T r u c k WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r WB-67 SU-40 0'80'160'240' Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 SCALE: 1"=80' N C203 TURNING MOVEMENTS C203 2 TURNING MOVEMENTS 0'80'160'240' SCALE: 1"=80' N C203 1 TURNING MOVEMENTS SU-40 AERIAL SINGLE UNIT TRUCK AERIAL (FORWARD MOVEMENT) SU-40 AERIAL SINGLE UNIT TRUCK (BACKWARDS MOVEMENT) VEHICLE BODY PATH (FORWARD MOVEMENT) VEHICLE BODY ENVELOPE (FORWARD MOVEMENT) VEHICLE BODY PATH (BACKWARDS MOVEMENT) VEHICLE BODY ENVELOPE (BACKWARDS MOVEMENT) VEHICLE TRACKING LEGEND WB-67 AERIAL INTERSTATE SEMI-TRAILER (FORWARD MOVEMENT) WB-67 AERIAL INTERSTATE SEMI-TRAILER (BACKWARDS MOVEMENT) X X X X X X X X E E E EEE X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX STST 1115 11 1 7 1119 1093 1094 1095 1096 1097 109 8 10 9 9 110 0 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1111 1112 1113 1114 11 1 6 11 2 1 1120 1119 111 6 11 1 5 11 1 5 11 1 0 11 1 0 11 0 5 109 6 Y ST ST ST ST 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 21 + 0 6 1092 111 51116 11 0 5 INSTALL AND MAINTAIN 2 ROWS OF SILT FENCE INSTALL AND MAINTAIN CONSTRUCTION FENCE INSTALL AND MAINTAIN CONSTRUCTION FENCE INSTALL AND MAINTAIN 2 ROWS OF SILT FENCE INSTALL AND MAINTAIN CONSTRUCTION FENCE INSTALL AND MAINTAIN 2 ROWS OF SILT FENCE INSTALL AND MAINTAIN 2 ROWS OF SILT FENCE INSTALL AND MAINTAIN CONSTRUCTION FENCE INSTALL AND MAINTAIN CONCRETE WASHOUT DRAINAGE SWALE FIRST 10 LF OF FILTER STRIP SHALL NOT EXCEED 2% GRADE. GRADE OF REMAINING WIDTH VARIES RESTORE LAYDOWN AREA TO VEGETATED CONDITIONS AFTER COMPLETION OF CONSTRUCTION CONSTRUCTION FENCE TO BE INSTALLED AND MAINTAINED THROUGH THE DURATION OF PROJECT FIRST 10 LF OF FILTER STRIP SHALL NOT EXCEED 2% GRADE. GRADE OF REMAINING WIDTH VARIES OUTLET PROTECTION (TYP.) RESTORE TEMPORARY CONSTRUCTION ACCESS AREAS TO VEGETATED CONDITIONS AFTER COMPLETION OF CONSTRUCTION INSTALL AND MAINTAIN NEW PEA GRAVEL DIAPHRAGM. DEVICE TO BE PROTECTED FROM VEHICLE AND MACHINERY TRAFFIC DURING CONSTRUCTION. (TYP.) INSTALL AND MAINTAIN NEW PEA GRAVEL DIAPHRAGM. DEVICE TO BE PROTECTED FROM VEHICLE AND MACHINERY TRAFFIC DURING CONSTRUCTION. (TYP.) INSTALL AND MAINTAIN COMPOST FILTER SOCK UNTIL FINAL STABILIZATION HAS BEEN REACHED (TYP.) INSTALL AND MAINTAIN COMPOST FILTER SOCK UNTIL FINAL STABILIZATION HAS BEEN REACHED (TYP.) ± 39LF 18" SICPP @ 1.75% ± 146LF 6" SICPP @ 4.73% END SECTION INV= 1114.65 END SECTION DRAIN BASIN 12" DIA. RIM=1116.62 E INV=1114.25 END SECTION INV= 1114.65 END SECTION INV= 1113.96 END SECTION INV= 1107.33 1117.70 1118.501118.501118.501118.50 1117.701117.701117.70 1118.201118.20 1118.201118.20 FLOW SPREADER ENTRANCE WIDTH 10' LENGTH 10' SLOPE 0% SEE DETAILS SHEET MAINTAIN SLOPE OF 10% OR LESS 20' TRANSITION TEMPORARY TOPSOIL STOCKPILE AREA (TYP.) Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 SCALE: 1"=80' 0'80'160'240' MATCH TO SHEET C302 C301 GRADING AND EROSION CONTROL PLAN C301 1 GRADING AND EROSION CONTROL PLAN N CONSTRUCTION SEQUENCING 1.PRE-CONSTRUCTION MEETING. 2.DELINEATE DISTURBED AREAS AND INSTALL ORANGE CONSTRUCTION FENCE FOR PROTECTED AREAS. 3.INSTALL SILT FENCE & STABILIZED CONSTRUCTION ENTRANCE. 4.SETUP PERIMETER CONTROLS. 5.REMOVE, STOCKPILE AND STABILIZE TOPSOIL. 6.PERFORM ROUGH GRADING AND INSTALL CULVERTS AND LEVEL SPREADERS. 7.INSTALL SOLAR ARRAY AND APPURTENANCES. MAINTAIN DISTURBANCE UNDER 5 ACRES AT ANY ONE TIME UNLESS A 5 ACRE WAIVER IS GRANTED BY THE NYSDEC AND THE TOWN OF ITHACA. 8.DECOMPACT PERVIOUS ACCESS ROAD AREAS AND INSTALL PERVIOUS ACCESS ROAD SECTIONS. 9.TEMPORARILY STABILIZE ALL DISTURBED AREAS. 10.PERFORM FINAL STABILIZATION. 11.THE EXISTING GRAVEL ACCESS ROAD THROUGH TAX PARCEL 72-1.25.123 SERVES AN ACTIVE AND OPERATIONAL SOLAR ARRAY. THE ACCESS ROAD MUST BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION SUCH THAT EMERGENCY VEHICLES CAN SAFELY ACCESS THE ARRAY. ANY DAMAGE TO THE EXISTING ROAD THAT WOULD PREVENT EMERGENCY VEHICLE ACCESS MUST BE REPAIRED IMMEDIATELY. THE EXISTING ACCESS ROAD SHALL BE RETURNED TO ITS EXISTING CONDITION AT THE SUBSTATIONAL COMPLETION OF CONSTRUCTION. 12.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONCE 80% STABILIZATION HAS BEEN ACHIEVED. INVASIVE SPECIES NOTES: 1.TO PREVENT THE ACCIDENTAL INTRODUCTION OF INVASIVE PLANTS DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, ALL TRACKED EQUIPMENT INVOLVED IN EARTHWORK SHALL BE CLEANED TO REMOVE PLANTS, SEEDS AND PROPAGULES THAT MAY BE HITCH HIKING, PRIOR TO ARRIVAL ON-SITE. 2.IF TRACKED EQUIPMENT IS USED IN EARTH WORK ON A PORTION OF A PROJECT WHERE INVASIVE SPECIES ARE KNOWN TO EXIST, THIS PORTION OF THE EARTHWORK SHALL BE CONDUCTED LAST, OR THE EQUIPMENT SHALL BE CLEANED PRIOR TO USE ON ANY PORTION OF THE SITE THAT IS KNOWN TO BE FREE OF INVASIVE PLANTS. 3.IF EQUIPMENT INVOLVED IN EARTHWORK IS CONTAMINATED WITH INVASIVE SPECIES, THE EQUIPMENT SHALL BE CLEANED PRIOR TO MOVING INTO UNCONTAMINATED AREAS. CLEANING SHALL CONSIST OF USING PHYSICAL MEANS AND HAND TOOLS, SUCH AS BRUSHES, BROOMS, RAKES OR SHOVELS, ON ALL TRACK AND BUCKET/BLADE COMPONENTS TO ADEQUATELY REMOVE ALL VISIBLE DIRT AND PLANT DEBRIS. 4.IF WATER IS USED, THE WATER/SLURRY SHALL BE CONTAINED SO AS TO RESTRICT INTRODUCTION OF INVASIVE PLANTS, SEEDS AND PROPAGULES INTO THE PROJECT OR OFF-SITE THROUGH FUTURE SURPLUS MATERIAL DISPOSAL. FO FO FO FO FO FO MECKLENBURG RD. / N.Y.S. ROUTE 79 (66' WIDE R.O.W.) PE PE PE PE PE PE PE PE PE PE ST ST ST 112 4 112 3 1124 1125 1126 1127 1128 1129 113 0 1131 1132 113 3 11 2 1 11 2 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 10 7 4 10 7 5 INSTALL AND MAINTAIN CONSTRUCTION ENTRANCE AT FIRST 50 LF OF ACCESS ROAD OUTLET PROTECTION (TYP.) INSTALL AND MAINTAIN SILT FENCE (TYP.) MATCH TO EXISTING GRADE MATCH TO EXISTING GRADE MATCH TO EXISTING GRADE FIRST 10 LF OF FILTER STRIP SHALL NOT EXCEED 2% GRADE. GRADE OF REMAINING WIDTH VARIES CONSTRUCTION FENCE TO BE INSTALLED AND MAINTAINED THROUGH THE DURATION OF PROJECT ± 45LF 18" SICPP @ 2.67% ± 81LF 15" CMP @ 2.40% END SECTION INV= 1119.40 END SECTION INV= 1118.20 END SECTION INV= 1129.59 END SECTION INV= 1131.54 1080 1090 1100 1110 1120 1130 1140 1150 1080 1090 1100 1110 1120 1130 1140 1150 0+00 11 3 3 . 2 6 11 3 3 . 2 9 0. 0 3 11 3 0 . 0 6 11 3 0 . 9 4 0. 8 8 0+50 1+00 11 2 9 . 4 2 11 2 9 . 8 2 0. 3 9 11 2 8 . 5 0 11 2 8 . 5 3 0. 0 4 1+50 2+00 11 2 6 . 3 9 11 2 6 . 0 7 -0 . 3 2 11 2 3 . 3 9 11 2 3 . 4 7 0. 0 8 2+50 3+00 11 1 9 . 8 2 11 2 2 . 4 6 2. 6 3 11 1 8 . 8 7 11 2 1 . 9 9 3. 1 2 3+50 4+00 11 1 9 . 6 7 11 2 2 . 2 1 2. 5 4 11 2 1 . 8 2 11 2 2 . 5 9 0. 7 8 4+50 5+00 11 2 3 . 5 8 11 2 3 . 4 2 -0 . 1 6 11 2 4 . 2 7 11 2 4 . 3 0 0. 0 3 5+50 6+00 11 2 4 . 0 8 11 2 3 . 9 7 -0 . 1 1 11 2 3 . 3 3 11 2 2 . 3 3 -1 . 0 0 6+50 7+00 11 2 0 . 9 4 11 1 9 . 6 1 -1 . 3 2 11 1 5 . 8 1 11 1 7 . 4 5 1. 6 4 7+50 8+00 11 1 4 . 7 6 11 1 7 . 8 4 3. 0 8 11 1 8 . 1 3 11 2 0 . 2 6 2. 1 3 8+50 9+00 11 2 1 . 0 8 11 2 0 . 4 5 -0 . 6 3 11 2 0 . 5 1 11 1 9 . 9 5 -0 . 5 6 9+50 10+00 11 1 9 . 5 8 11 1 9 . 4 5 -0 . 1 3 11 1 9 . 1 6 11 1 8 . 7 4 -0 . 4 2 10+50 11+00 11 1 8 . 3 3 11 1 7 . 7 7 -0 . 5 6 11 1 6 . 9 0 11 1 6 . 7 7 -0 . 1 3 11+50 12+00 11 1 5 . 3 5 11 1 6 . 1 3 0. 7 8 11 1 4 . 8 0 11 1 5 . 9 6 1. 1 6 12+50 13+00 11 1 5 . 1 9 11 1 5 . 8 0 0. 6 0 11 1 3 . 8 5 11 1 4 . 9 3 1. 0 8 13+50 14+00 11 1 3 . 0 4 11 1 3 . 3 0 0. 2 6 11 1 1 . 8 3 11 1 1 . 6 5 -0 . 1 8 14+50 15+00 11 1 0 . 0 2 11 1 0 . 0 3 0. 0 2 11 0 8 . 4 0 11 0 8 . 4 3 0. 0 3 15+50 16+00 11 0 6 . 8 1 11 0 6 . 6 2 -0 . 1 8 11 0 4 . 7 0 11 0 4 . 3 6 -0 . 3 4 16+50 17+00 11 0 1 . 8 7 11 0 1 . 9 0 0. 0 3 11 0 0 . 0 2 11 0 0 . 1 6 0. 1 4 17+50 18+00 10 9 9 . 6 3 10 9 9 . 4 0 -0 . 2 3 10 9 8 . 9 7 10 9 8 . 9 0 -0 . 0 7 18+50 19+00 10 9 8 . 0 2 10 9 8 . 1 3 0. 1 1 10 9 7 . 0 1 10 9 6 . 8 1 -0 . 2 0 19+50 20+00 10 9 5 . 5 0 10 9 5 . 1 8 -0 . 3 2 10 9 3 . 6 1 10 9 3 . 5 6 -0 . 0 5 20+50 21+00 10 9 1 . 9 2 10 9 1 . 9 4 0. 0 2 21+10 GRADE BREAK STA= 0+00.00 ELEV= 1133.29 GR A D E B R E A K S T A = 8 + 6 1 . 3 0 EL E V = 1 1 2 0 . 8 4 GR A D E B R E A K S T A = 2 1 + 0 6 . 3 8 EL E V = 1 0 9 1 . 7 3 PVI STA:0+50.00 PVI ELEV:1130.57 K:14.99 LVC:66.88 BV C S : 0 + 1 6 . 5 6 BV C E : 1 1 3 2 . 5 6 EV C S : 0 + 8 3 . 4 4 EV C E : 1 1 3 0 . 0 7 PVC PVT PVI STA:2+44.72 PVI ELEV:1123.28 K:13.62 LVC:64.87 BV C S : 2 + 1 2 . 2 8 BV C E : 1 1 2 5 . 3 0 EV C S : 2 + 7 7 . 1 5 EV C E : 1 1 2 2 . 8 0 PVC PVT PVI STA:3+44.72 PVI ELEV:1121.80 K:33.65 LVC:75.00 BV C S : 3 + 0 7 . 2 2 BV C E : 1 1 2 2 . 3 5 EV C S : 3 + 8 2 . 2 2 EV C E : 1 1 2 2 . 0 8 LOW PT. STA:3+56.98 LOW PT ELEV:1121.98PVCPVT PVI STA:4+69.72 PVI ELEV:1122.74 K:33.33 LVC:50.00 BV C S : 4 + 4 4 . 7 2 BV C E : 1 1 2 2 . 5 5 EV C S : 4 + 9 4 . 7 2 EV C E : 1 1 2 3 . 3 0 PVC PVT PVI STA:7+65.17 PVI ELEV:1115.94 K:9.32 LVC:100.00 BV C S : 7 + 1 5 . 1 7 BV C E : 1 1 1 8 . 7 6 EV C S : 8 + 1 5 . 1 7 EV C E : 1 1 1 8 . 4 9 LOW PT. STA:7+67.70 LOW PT ELEV:1117.28PVC PVT PVI STA:11+81.30 PVI ELEV:1116.14 K:43.31 LVC:75.00 BV C S : 1 1 + 4 3 . 8 0 BV C E : 1 1 1 6 . 8 9 EV C S : 1 2 + 1 8 . 8 0 EV C E : 1 1 1 6 . 0 4 PVC PVT PVI STA:14+51.60 PVI ELEV:1111.58 K:772.34 LVC:100.00 BV C S : 1 4 + 0 1 . 6 0 BV C E : 1 1 1 3 . 2 5 EV C S : 1 5 + 0 1 . 6 0 EV C E : 1 1 0 9 . 9 8 PVC PVT PVI STA:17+36.60 PVI ELEV:1100.03 K:25.00 LVC:100.00 BV C S : 1 6 + 8 6 . 6 0 BV C E : 1 1 0 2 . 5 3 EV C S : 1 7 + 8 6 . 6 0 EV C E : 1 0 9 9 . 5 3 PVC PVT PVI STA:0+07.50 PVI ELEV:1133.10 K:4.16 LVC:14.42 BVCS:0+00.29 BVCE:1133.28 EVCS:0+14.71 EVCE:1132.67 LOW PT. STA:??? LOW PT ELEV:??? HIGH PT. STA:0+00.29 HIGH PT ELEV:1133.28 PVC PVT PVI STA:1+52.60 PVI ELEV:1129.03 K:21.10 LVC:100.00 BV C S : 1 + 0 2 . 6 0 BV C E : 1 1 2 9 . 7 8 EV C S : 2 + 0 2 . 6 0 EV C E : 1 1 2 5 . 9 1 PVC PVT PVI STA:5+94.72 PVI ELEV:1125.55 K:19.02 LVC:150.00 BV C S : 5 + 1 9 . 7 2 BV C E : 1 1 2 3 . 8 6 EV C S : 6 + 6 9 . 7 2 EV C E : 1 1 2 1 . 3 2 HIGH PT. STA:5+62.51 HIGH PT ELEV:1124.34PVC PVT PVI STA:10+31.51 PVI ELEV:1119.14 K:75.00 LVC:75.00 BV C S : 9 + 9 4 . 0 1 BV C E : 1 1 1 9 . 5 1 EV C S : 1 0 + 6 9 . 0 1 EV C E : 1 1 1 8 . 3 9 PVC PVT PVI STA:13+26.60 PVI ELEV:1115.75 K:24.48 LVC:75.00 BV C S : 1 2 + 8 9 . 1 0 BV C E : 1 1 1 5 . 8 5 EV C S : 1 3 + 6 4 . 1 0 EV C E : 1 1 1 4 . 5 0 PVC PVT PVI STA:16+01.60 PVI ELEV:1106.78 K:55.65 LVC:100.00 BV C S : 1 5 + 5 1 . 6 0 BV C E : 1 1 0 8 . 3 8 EV C S : 1 6 + 5 1 . 6 0 EV C E : 1 1 0 4 . 2 8 PVC PVT PVI STA:19+01.60 PVI ELEV:1098.38 K:44.50 LVC:100.00 BV C S : 1 8 + 5 1 . 6 0 BV C E : 1 0 9 8 . 8 8 EV C S : 1 9 + 5 1 . 6 0 EV C E : 1 0 9 6 . 7 6 PVC PVT -1.00% -3.25% -1.00% -3.25% 15" STORM SEWER CROSSING INV:1130.65 18" STORM SEWER CROSSING INV:1118.84 18" STORM SEWER CROSSING INV:1114.22 TWO (2) 18" STORM SEWER CROSSING INV:1114.22 6" STORM SEWER CROSSING INV:1112.24 -2.50%-5.97% -1.50% -6.24% -1.48%0.75%2.25% 5.09%-1.00% -2.00% -0.27% -3.33% -3.20% -5.00% -1.00% -3.25% -5.64% 0'80'160'240' Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 SCALE: 1"=80' MATCH TO SHEET C301 C302 GRADING AND EROSION CONTROL PLAN AND ROAD PROFILE C302 2 GRADING AND EROSION CONTROL PLAN N 0'80'160'240' HORIZONTAL SCALE: 1"=80' VERTICAL SCALE: 1" = 16' C302 1 ACCESS ROAD PROFILE INVASIVE SPECIES NOTES: 1.TO PREVENT THE ACCIDENTAL INTRODUCTION OF INVASIVE PLANTS DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, ALL TRACKED EQUIPMENT INVOLVED IN EARTHWORK SHALL BE CLEANED TO REMOVE PLANTS, SEEDS AND PROPAGULES THAT MAY BE HITCH HIKING, PRIOR TO ARRIVAL ON-SITE. 2.IF TRACKED EQUIPMENT IS USED IN EARTH WORK ON A PORTION OF A PROJECT WHERE INVASIVE SPECIES ARE KNOWN TO EXIST, THIS PORTION OF THE EARTHWORK SHALL BE CONDUCTED LAST, OR THE EQUIPMENT SHALL BE CLEANED PRIOR TO USE ON ANY PORTION OF THE SITE THAT IS KNOWN TO BE FREE OF INVASIVE PLANTS. 3.IF EQUIPMENT INVOLVED IN EARTHWORK IS CONTAMINATED WITH INVASIVE SPECIES, THE EQUIPMENT SHALL BE CLEANED PRIOR TO MOVING INTO UNCONTAMINATED AREAS. CLEANING SHALL CONSIST OF USING PHYSICAL MEANS AND HAND TOOLS, SUCH AS BRUSHES, BROOMS, RAKES OR SHOVELS, ON ALL TRACK AND BUCKET/BLADE COMPONENTS TO ADEQUATELY REMOVE ALL VISIBLE DIRT AND PLANT DEBRIS. 4.IF WATER IS USED, THE WATER/SLURRY SHALL BE CONTAINED SO AS TO RESTRICT INTRODUCTION OF INVASIVE PLANTS, SEEDS AND PROPAGULES INTO THE PROJECT OR OFF-SITE THROUGH FUTURE SURPLUS MATERIAL DISPOSAL. PLAN SECTION B-B BB STAPLE DETAIL NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3.PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5.KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. 3' T Y P . 4" 2" 10' TYP. 10 ' T Y P . 1 8" DIA. STEEL WIRE CONCRETE WASHOUT AREA WITH STRAW BALES N.T.S.C501 6 STAPLES (2 PER BALE) IMPERMEABLE SHEETING STRAW BALE (TYP.) WOOD OR METAL STAKES (2 PER BALE) BINDING WIRE STRAW BALE (TYP.)IMPERMEABLE SHEETING STAKE (TYP.) GROUND CABLE 4" M I N . 2' - 6 " 3" MIN (TYP.)3" MIN (TYP.) 6" M I N . ( T Y P . ) UNTREATED NATIVE SOIL CLEAN, DRY BACKFILL CUSHION EARTH UNDISTURBED TRENCH NOTES: 1.ADDITIONAL MISCELLANEOUS CABLES FROM FIELD DEVICES SUCH AS TEMPERATURE TRANSMITTERS, METEOROLOGICAL STATIONS, REFERENCE MODULES, SIGNAL, GROUND SHALL UTILIZE THE UNDERGROUND TRENCH SYSTEM WHERE IT IS APPLICABLE. CABLES SHALL BE INSTALLED AT LAYERS AS INDICATED. 2.THE TRENCH DETAIL BELOW SHOWS A SAMPLE NUMBER OF DC FEEDER CABLES FROM DC COMBINER BOXES. SPECIFIC CABLE QUANTITIES ARE SHOWN IN RESPECTIVE DETAIL SECTION. 3.TRENCHING MUST COMPLY WITH THE LATEST STANDARDS. 4.CLEAN FILL REQUIREMENTS: TRENCHING BEDDING SHALL BE SAND OR ROCK-FEE FILL SCREENED TO A MAXIMUM 1/4" SIZE AS A CUSHING (FREE OF SHARP EDGE MATERIAL, ROTTING WOOD OR ORGANIC MATTER THAT MIGHT ATTRACT INSECTS). THE CABLES SHALL BE COVERED WITH "CLEAN FILL" SAND OR SOFT EARTH, FREE FROM STONES, ROCKS OR OTHER MATERIAL THAT MAY DAMAGE THE CABLE DURING BACKFILL. 5.THE CABLES CROSS-SECTION AND THE NUMBER SHOWN IS ONLY AN EXAMPLE. ALL CABLES SHALL BE IN ACCORDANCE WITH STANDARDS AND SHALL BE SIZED ACCORDING TO USE AND TYPE OF INSTALLATION. 4" M I N . 2' - 6 " 3" MIN (TYP.)3" MIN (TYP.) 6" M I N . ( T Y P . ) DETECTABLE MARKER TAPE GROUND CABLE DC CABLES FROM COMBINER BOXES TO INVERTER DC CABLES FROM STRINGS TO COMBINER BOXES3' MAX. TYPICAL TRENCH DETAILS N.T.S.C501 4 DETECTABLE MARKER TAPE DC CABLES FROM COMBINER BOXES TO INVERTER DC CABLES FROM STRINGS TO COMBINER BOXES IN 2" PVC CONDUIT.3' MAX. PI P E O. D . NOTE: BEDDING AND BACKFILL MATERIAL INSTALLED & COMPACTED IN MAXIMUM 6" LIFTS. DIM. APIPE DIA. UP TO 18" 19" TO 36" OVER 36" 1'-0" (MIN.) 1'-6" (MIN.) 2'-0" (MIN.) 6" 9" 12" DIM. B STORM SEWER TRENCH AND PIPE BEDDING N.T.S.C501 7 AT EXISTING PAVEMENT: INITIAL SAWCUT TYPICAL EACH SIDE OF TRENCH. (SEE PAVEMENT JOINT DETAIL FOR PAVEMENT RESTORATION) EXISTING OR PROPOSED SURFACE SAFE OPERATION SHEET PILING (AS REQUIRED) PI P E Z O N E B A A 6" MIN. IN ROCK PIPE O.D. A 6" MIN. IN ROCK FOR SURFACE RESTORATION REFER TO ADDITIONAL DETAILS TRENCH BACKFILL MATERIAL -ROADWAY SIDEWALK AND ALL DRIVEWAY AREAS: SELECT GRANULAR FILL. -NON PAVED AREAS: SHALL BE COMMON EARTH BACKFILL WARNING TAPE PIPE BEDDING MATERIAL: NYSDOT 703-0201 50-50 MIXTURE OF PRIMARY SIZE 1 & 2 IN ROCK, BACKFILL PIPE ZONE WITH SAND C501 9 GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) NOTES: 1.CONDUCTORS TO BE 1000V RATED FOR DIRECT BURIIAL. MEDIUM VOLTAGE CONDUCTORS FROM PS1 TO BE RATED FOR CLASS 35KV, AND MEDIUM VOLTAGE CONDUCTORS FROM PS2 TO BE RATED FOR CLASS 15KV. 2.CONDUCTORS OF THE SAME CIRCUIT TO BE NEXT TO EACH OTHER; COMBINER CIRCUITS TO BE SPACED 4.5" FROM EACH OTHER UNLESS POSTED OTHERWISE (HORIZONTAL/VERTICAL DIRECTIONS). 3.COMMUNICATIONS TO BE BURIED 1' AWAY FROM ALL POWER CONDUCTORS. USE DIRECT BURY RATED FIBER CABLE. 4.3" OR 4" PVC SCH80 JUMP-CONDUIT SHALL BE UTILIZED FOR ROW-TO-ROW STRING CIRCUITS WIRING. 5.POWER SUPPLY CABLES TO ARC FAULT CIRCUIT INTERRUPTION CIRCUITS SHALL BE LOCATED AT A MINIMUM 1' FROM DC CIRCUITS. 6.CONTRACTOR SHALL SIZE THE ROW-TO-ROW JUMPER CONDUIT FOR THE CONDUCTORS USED, WITH PVC SCHEDULE 80. A TOTAL OF 60 #10 HOMERUN CABLES CAN FIT INTO A STANDARD 4" PVC CONDUIT. CONTACT THE ENGINEER IF ADDITIONAL GUIDANCE IS REQUIRED. SILT FENCE NYS DEC DETAIL: SILT FENCE NOTES: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABLINKA 140N, OR APPROVED EQUAL. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUAL. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. FLOW 1 1 4" SQUARE HARDWOOD 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND10' MAX. C. TO C. 16 " M I N . 20 " M I N . 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING WITH FILTER CLOTH UNDISTURBED GROUND PERSPECTIVE VIEW SECTION VIEW COMPACTED SOIL FLOW EMBED FILTER CLOTH A MIN. OF 6" IN GROUND FLOW WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING WITH FILTER CLOTH 6" MI N . HE I G H T O F FI L T E R = 1 6 " MI N . SYMBOL N.T.S.C501 8 FIXED KNOT FARM FENCE 24' WIDE FIXED KNOT FARM FENCE DOUBLE SWING GATE N.T.S.C501 1 ALL JOINTS ARE WELDED TO MAKE A RIGID FRAME BRACE RAIL CENTER GATE STOP OR APPROVED EQUAL DROP BAR OR APPROVED EQUAL PROVISION PROVISION FOR PADLOCK AND KNOX BOX SIGN IDENTIFYING OWNER AND EMERGENCY CONTACT FIXED KNOT WIRE MESH OR APPROVED EQUAL 8' (TYP.) MATCH FENCE HEIGHT 6" MIN. 12" MIN. DIA. (TYP.) 4' MIN. ADJUST TO FROST DEPTH PER GEOTECH REPORT (TYP.) 24' WIDE OPENING MIN. HINGE POST (TYP.) 3" CLEAR NOTES 1.INSTALL ALL FENCING COMPONENTS PER MANUFACTURES SPECIFICATIONS. 2.ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. 3.HINGE POSTS MAY BE TIMBER IF CONTRACTOR DESIRES, TIMBER HINGE POSTS DO NOT NEED TO BE SET IN CONCRETE. UTILIZE HINGE THRU BOLTS TO CONNECT TO TIMBER HINGE POSTS OR LAG SCREWS, PER MANUFACTURERS RECOMMENDATIONS. 4.IF CONTRACTOR UTILIZES METAL HINGE POST THAN POSTS SHALL BE SET IN CONCRETE AS SHOWN ON DETAIL. 5.BRACING REQUIRED AT FOR ALL GATES. SEE FIXED KNOT FARM FENCE DETAIL. 6.FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK® PRO, 12.5 GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR APPROVED EQUAL 7.BRACE RAIL SHOWN FOR REFERENCE ADDITIONAL BRACE RAILS MAY BE REQUIRED (NOT SHOWN) OR TRUSS RODS MAY BE REQUIRED PER MANUFACTURES RECOMMENDATIONS CORNER OR END POST WIRE STRAINER 12.5 GAUGE TENSILE WIRE BRACE PIN BRACE PIN TOP POST / BRACE RAIL BRACE POST LINE POST ALL FENCE WIRE TO BE MIN. 2" ABOVE GROUND NOTES 1.INSTALL ALL FENCING COMPONENTS PER MANUFACTURES SPECIFICATIONS. 2.ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. 3.ALL SQUARE POSTS TO BE MIN. 5"X5" NOMINAL SIZE OR ROUND POST WITH MIN. 5" OR 6" DIAMETER PRESSURE TREATED WOOD OR APPROVED EQUAL. PREFER POSTS TO HAVE A CHAMFERED TOP. 4.ALL LINE POST TO BE SET TO A MIN. DEPTH OF 4' BELOW GRADE, ALL CORNER, END OR GATE POSTS SHALL BE SET TO A MIN. DEPTH OF 6' BELOW GRADE, UNLESS OTHERWISE NOTED. 5.FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK® PRO, 12.5 GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR APPROVED EQUAL. 6.BRACING IS REQUIRED AT ALL CORNER, END, AND GATE POSTS. DOUBLE BRACING (TWO BRACE ASSEMBLIES IN A ROW) SHOULD BE USED FOR STRAIGHT RUNS OF FENCE THAT EXCEED 1,000 LF. AN ADDITIONAL BRACE ASSEMBLY SHOULD BE INSTALLED MID SPAN FOR STRAIGHT RUNS OF FENCE THAT EXCEED 1,320 LF. ADDITIONAL BRACING MAY BE STILL BE REQUIRED OVER UNEVEN TERRAIN, CONTRACTOR SHALL INSTALL ADDITIONAL BRACING AS NEEDED IF DEFLECTION IS NOTICED DURING TENSIONING. FIXED KNOT WIRE MESH TYP. SEE NOTE 5. 2 X H MIN. 2.5 X H PREFERRED H = 8' 10' O.C. INCREASING SPACING MUST BE PRE-APPROVED BY OWNER BURY DEPTH SEE NOTE 4 FIXED KNOT WIRE MESH OR APPROVED EQUAL ALL JOINTS ARE WELDED TO MAKE A RIGID FRAME PROVISION FOR PAD LOCK LATCH POST POST TOP 3" CLEAR 4' WIDE OPENING MIN. HINGE POST 8' (TYP.) MATCH FENCE HEIGHT ROUND POST HINGE (TYP.) 6" MIN. 12" MIN. DIA. (TYP.) 4' MIN. ADJUST TO FROST DEPTH PER GEOTECH REPORT (TYP.) NOTES 1.INSTALL ALL FENCING COMPONENTS PER MANUFACTURES SPECIFICATIONS. 2.ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. 3.HINGE POSTS MAY BE TIMBER IF CONTRACTOR DESIRES, TIMBER HINGE POSTS DO NOT NEED TO BE SET IN CONCRETE. UTILIZE HINGE THRU BOLTS TO CONNECT TO TIMBER HINGE POSTS OR LAG SCREWS, PER MANUFACTURERS RECOMMENDATIONS. 4.IF CONTRACTOR UTILIZES METAL HINGE POST THAN POSTS SHALL BE SET IN CONCRETE AS SHOWN ON DETAIL. 5.BRACING REQUIRED AT FOR ALL GATES. SEE FIXED KNOT FARM FENCE DETAIL. 6.FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK® PRO, 12.5 GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR APPROVED EQUAL 7.BRACE RAILS AND/ OR TRUSS RODS ARE NOT SHOWN, MAY BE REQUIRED PER MANUFACTURES RECOMMENDATIONS FIXED KNOT FARM PERSONNEL GATE N.T.S.C501 2 GEOTEXTILE FABRIC (MIRAFI 180N OR APPROVED EQUAL) MIN. 6", 3/4" STONE 6", 3/4" CRUSHED STONE MIN.12" STRUCTURAL FILL MIN. 6" (TYP.) MIN. 36" (TYP.) FINISH GRADE COMPACTED SUBGRADE (SUITABLE SOIL MATERIAL) BEDDING SAND MIN. 6" COVER ELEC. CONDUIT SIZE VARIES 3" COMPACTED SAND SEE STRUCTURAL DRAWINGS FOR CONCRETE PAD DETAILSMIN. 4" SLAB ABOVE GRADE MIN. 4", 1-1/2" STONE, FLUSH WITH PAD SUBSOIL EQUIPMENT FOUNDATION N.T.S.C501 5 PEA GRAVEL DIAPHRAGM N.T.S.C501 3 2'-0" 1'-6" CLEAN WASHED PEA GRAVEL GEOTEXTILE FABRIC (MIRAFI 140N OR APPROVED EQUAL) SLOPE (SEE PLANS) 2" - 4 " D R O P 1' - 0 " MAINTENANCE NOTES 1.PEA GRAVEL DIAPHRAGMS SHOULD BE INSPECTED EVERY 2 TO 3 YEARS FOR EXCESS SEDIMENTATION AND CLOGGING. REPLACE PEA GRAVEL IF NECESSARY. 2.CONTRACTOR TO PROVIDE AS-BUILTS TO THE TOWN OF THE SIZE AND LOCATIONS OF THE DIAPHRAGMS Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C501 CONSTRUCTION DETAILS TYPICAL SITE LAYOUT N.T.S.C502 3 SOLAR MODULE VARIES (REFER TO PLANS)VARIES (REFER TO PLAN) PROPOSED FENCE LINE PROPOSED FENCE LINE TA B L E L E N G T H V A R I E S (R E F E R T O P L A N ) SEE PLAN SOLAR MODULE EXISTING GROUND MOTOR POST (TYP.) 0- 6 " M I N . STABILIZED CONSTRUCTION ENTRANCE N.YS DEC DETAIL: STABILIZED CONSTRUCTION ACCESS CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3.THICKNESS - NOT LESS THAN SIX (6) INCHES. 4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. C502 2 3'5:1 10 ' M I N . 12 ' M I N . 50' MIN. 6" MI N . 50' MIN. 12' MIN. PLAN VIEW EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT FILTER CLOTHEXISTING GROUND EXISTING GROUND PROFILE VIEW SYMBOL STONE ACCESS ROAD DETAIL C502 4 12' OR AS SHOWN ON PLANS 12" CRUSHED STONE GEOTEXTILE FABRIC SUBGRADE 1 EXISTING GRADE 2%6 GRASS FILTER STRIP (TYP.) (SEE PLANS FOR LOCATIONS) ORANGE CONSTRUCTION FENCE N.T.S.C502 6 10' MAX. 2' M I N . 5' M I N . 2" x 2" WOODEN OR STEEL STAKES GEOTEXTILE ORANGE HIGHLY VISIBLE FENCING 2" GALVANIZED WIRE STAPLE TEMPORARY SOIL STOCKPILE N.T.S.C502 5 MIN. SLOPE MIN. SLOPE SLOPE OR LESS1 2 NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1V:2H. 3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH SILT FENCING, THEN STABILIZED WITH VEGETATION OR COVERED. 4.SEE SPECIFICATIONS AND DETAIL FOR INSTALLATION OF SILT FENCE. SILT FENCE VEGETATIVE FILTER STRIP N.T.S.C502 1 10' LONG GRADED AREA MAX SLOPE OF 2% LENGTH VARIES, SEE PLANS. THE ENTIRE FILTER STRIP AREA MUST RESULT IN A COMBINED MAX SLOPE OF 12% WITH THE UPSLOPE AREA NOTES: 1.NO DEVELOPMENT IS ALLOWED ON FILTER STRIP AREA. IMPERVIOUS SURFACE TREE PLANTING N.T.S.C502 7 24 "60° 3" AS PER A.A.N. STANDARDS SET TRUNK PLUM, LEAN SLIGHTLY INTO PREVAILING 3" POLYPROPYLENE STRAP OR GARDEN HOSE NO. 12 GALV. PLIABLE STEEL WIRE (TWIST TO TIGHTEN)(ALLOW FOR SOME SWAY) - 2 STRANDS 2"X2" STAKE (THREE SIDED) 3" MULCH OPTION FOR AREAS WITH GOOD DRAINAGE UNDISTURBED EARTH GUYING: FOR ALL TREES LARGER THAN 4" CALIPER RODENT GUARD FLAGGING WEED BARRIER EARTH SAUCER FINISH GRADE 2"X4"X48" WOOD STAKES: NOTCHED LOAMY TOPSOIL MIXTURE: 4 PARTS TOPSOIL, 1 PART ALL-GRO COMPOST MIX NOTE: 1.STAKING: FOR ALL TREES 4" CALIPER OR LESS. REMOVE STAKES ONE YEAR AFTER PLANTING. 2.USE 8' STAKES DRIVE 4' BELOW GROUND SURFACE. 3.GUYING: FOR ALL EVERGREEN TREES AND ALL TREES TALLER THAN 12'. USE SAME WIRE AS FOR STAKING. USE THREE PER TREE, EQUALLY SPACED. DO NOT TWIST WIRE TO TIGHTEN: USE 1/2"X6" TURNBUCKLE. 4.ROOT COLLAR TO BE SLIGHLY ABOVE SURROUNDING GRADE. 5.MULCH CAN NOT BE MORE THAN 1" THICK AT ROOT COLLAR EXTENDING OUT AT LEAST 6" FROM THE BARK, THEN IT CAN BE THICKENED. 6.MULCH IS TO BE PLACED 3 TO 6 INCHES AWAY FROM THE TRUNK. 7.KRAFT WRAP PAPER SHALL NOT BE PERMITTED FOR RODENT GUARD. 3. 7 2 ' 8.08' 1" Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C502 CONSTRUCTION DETAILS VARIES (24' MAX.) VARIES (24' MAX.) 8" M I N . PLAN TYPICAL CUT SECTION GENERAL NOTES: 1.PROVIDE A 4800 LB/FT ENCHANCED WOVEN GEOTEXTILE SEPERATION LAYER AND INSTALL PERMANUFACTURER RECOMMENDATIONS INCLUDING OVERLAPS BASED ON SUB GRADE CBR. 2.THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS OF EACH INTERLEAF AND END TO END CONNECTION. 3.PROVIDE ATRA ANCHORS TO KEEP PANELS OPEN FOR INFILL AS REQUIRED. 4.GEOWEB INFILL SHALL BE 3/4" TO 1.5" CRUSHED AGGREGATE WITH FINES LIMITED TO LESS THAN 10% TO ALLOW FREE DRAINAGE. 5.LIMIT THE DROP OF INFILL TO PREVENT PANEL DISTORTION. 6.ASSUME HS-20 LOADING. PERMEABLE ACCESS ROAD GENERAL NOTES: 1.USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E. PROVIDE ACCESS FOR MOWING EQUIPMENT REPAIR OR MAINTENANCE, ETC.) 2.LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESS ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. 3.REMOVE STUMPS, ROCKS AND DEBRIS AS NECESSARY, FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND COMPACTION LEVEL. 4.REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER. COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDES STORMWATER DRAINAGE. 5.GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED. 6.REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA THAT IMPEDES STORMWATER DRAINAGE. 7.ROADWAY WIDTH TO BE DETERMINED BY CLIENT. 8.THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2% IN MOST CASES AND SHOULD NOT EXCEED 5%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EXCEED 15%. 9.LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICH MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FOR POST-CONSTRUCTION USE, SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. 10.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF THE LIMITED USE PERVIOUS ACCESS IS COMPLETED DURING INITIAL PHASES OF CONSTRUCTION, A STANDARD NEW YOK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE CONSTRUCTED AND UTILIZED TO REMOVE SEDIMENT FROM CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 11.THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 12.PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY DRAINED AREAS, HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. 13.THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOW COULD NOT BE AVOIDED. THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, HOWEVER WHEN DEALING WITH 5%-15% GRADES NOT PARALLEL TO THE CONTOUR, A ROADSIDE DITCH MAY BE REQUIRED. THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FOR GRASSED WATERWAYS AND VEGETATED WATERWAYS ARE APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS PRACTICE. RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLET REQUIREMENTS OF THE REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TO PRE-DEVELOPMENT CONDITIONS. 14.IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE PERVIOUS ACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSIST OF UNIFORM VEGETATION (I.E. BUFFER), 20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. 15.THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITE ASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HAS BEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE APPENDIX A OF GP-0-20-001 FOR THE DEFINITION OF “ALTER THE HYDROLOGY…”), THE DESIGN MUST INCLUDE THE NECESSARY DETENTION/RETENTION PRACTICES TO ATTENUATE THE RATES (10 AND 100 YEAR EVENTS) TO PRE-DEVELOPMENT CONDITIONS. VARIES (24' MAX.)8" M I N . TYPICAL FILL SECTION GRAVEL MATERIAL GEOGRID MATERIAL, PRESTO GEOSYSTEMS GEOWEB LOAD SUPPORT SYSTEM (OR APPROVED EQUAL) LIMITED USE ACCESS ROAD TO BE FLUSH WITH ENTRANCE AND MATCH EXISTING ELEVATION EXISTING GRADE GEOTEXTILE FABRIC TO BE USED IN PLACID SOIL AREAS ONLYEXISTING SUBGRADE EXISTING GRADE CUT LINE FILL CUT AREA WITH GRAVEL MATERIAL GEOWEB SYSTEM (TYP.) GEOTEXTILE FABRIC EXISTING GRADE GEOTEXTILE FABRICCOMPACTED EXISTING SUBGRADE, PREPARED SUBGRADE CBR=2.0% FILL AREA WITH GRAVEL MATERIAL 6" THICK GEOWEB SYSTEM (TYP.) COMPACTED EXISTING SUBGRADE, PREPARED SUBGRADE CBR=2.0% 1:4 SLOPE TO EXISTING GRADE 12" MIN. GRAVEL MATERIAL 2" WE A R SU R F A C E ATRA ANCHOR 24 " NO. 4 (1/2") BAR ATRA STAKE CLIP LIMITED USE PERVIOUS ACCESS ROAD - 0% TO 10% SLOPES N.T.S.C503 1 GEOWEB MATERIAL NOTES: 1.THE GEOWEB, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 10%. THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS SLOPE OF 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 4.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4” CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 5.GEOWEB SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL. GEOWEB SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4” CRUSHED STONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 7.THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION, TYING AND CONNECTIONS. 8.PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS. 9.COMPACT THE SOIL TO A MINIMUM 95% STANDARD PROCTOR. 10.VERIFY THAT THE SUBGRADE STRENGTH. IF UNACCEPTABLE, THE SOILS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. 11.WHERE REQUIRED, PROVIDE GEOTEXTILE SEPARATION LAYER. 12.WHERE REQUIRED, PLACE AND COMPACT SUBBASE MATERIAL TO A MINIMUM 95% STANDARD PROCTOR. 13.EXPAND THE GEOWEB SECTIONS INTO POSITION AND CONNECT THE END TO END INTERLEAF CONNECTIONS WITH ATRA KEYS. 14.PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS AND COMPACT TO A MINIMUM 95% STANDARD PROCTOR. 15.PROVIDE ADDITIONAL SURFACE MATERIAL, AS SPECIFIED. BASIS OF DESIGN: PRESTO GEOSYSTEMS GEOWEB; 670 NORTH PERKINS STREET, APPLETON, WI; 800-548-3424 OR 920-738-1222; INFOR@PRESTOGEO.COM; WWW.PRESTOGEO.COM WOVEN GEOTEXTILE MATERIAL NOTES: 1.SPECIFIED GEOTEXTILE WILL ONLY BE UTILIZED IN PLACID SOILS. PLACID SOILS CONSIST OF POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED PARTICLES AND ARE PRONE TO RUTTING. PLACID SOILS ARE TYPICALLY PRESENT IN LOW-LYING AREAS WITH HYDROLOGIC SOILS GROUP (HSG) OF C OR D, OR AS SPECIFIED FROM AN ENVIRONMENTAL SCIENTIST, SOIL SCIENTIST, OR GEOTECHNICAL DATA. 2.THE CONCERN FOR POTENTIAL REDUCTION OF NATIVE INFILTRATION RATES DUE TO THE GEOTEXTILE MATERIAL WOULD NOT BE A SIGNIFICANT CONCERN IN POORLY DRAINED SOILS WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE MATERIALS IS CRUCIAL FOR LONG TERM OPERATION AND MAINTENANCE. BASIS OF DESIGN: TENCATE MIRAFI RSI-SERIES WOVEN GEOSYNTHETICS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C503 CONSTRUCTION DETAILS TEMPORARY LAYDOWN YARD SECTION NOT TO SCALE CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE - USE 6 INCHES OF SUBBASE COURSE, NYSDOT CRUSHER RUN, TYPE 2 STONE OR APPROVED EQUAL. 2.THICKNESS - NOT LESS THAN SIX (6) INCHES. 3.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4.A MOUNTABLE BERM SHALL BE PROVIDED ON THE UPHILL SIDE OF THE TEMPORARY STAGING AREA WITH 5:1 SLOPES. 5.MAINTENANCE - THE TEMPORARY LAYDOWN AREA SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 6.WHEN WASHING OF MATERIAL/EQUIPMENT IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 7.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 8.WHEN CONSTRUCTION IS COMPLETE, REMOVE STONE AND GEOTEXTILE. TILL A MINIMUM OF 12" IN ORDER TO RESTORE THE ORIGINAL PROPERTIES OF THE SOIL. INSTALL 6" OF TOPSOIL AND SEED AND MULCH WITH PERMANENT SEED MIXTURE. SEE SHEET C002 FOR ADDITIONAL RESTORATION INFORMATION. C504 4 3'5:1 6" MI N . EXISTING PAVEMENT MOUNTABLE BERM ON UPHILL SIDE (OPTIONAL) MIRAFI 500X FILTER CLOTH OR APPROVED EQUAL EXISTING GROUND PROFILE VIEW UNDISTURBED AREA PLACED FILTER MEDIA 2" X 2" WOODEN SPIKES PLACED 10' O.C. COMPOST FILTER SOCK 12 " MI N . A A SLOPE SAME ELEVATION 1 1 1 1 1 22 1 H (Ft) SLOPE (FT/FT) X = B B PROFILE SECTION A-A SECTION B-B SYMBOL STONE CHECK DAM N.T.S.C504 1 NOTES: 1.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2.SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATION OF THE CREST OF THE DOWNSTREAM DAM IS THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT OUTING AROUND THE DAM. 4.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES. CUTOFF TRENCH DESIGN BOTTOM PERMEABLE GEOTEXTILE FILTER FABRIC CUTOFF TRENCH 18" WIDE, 6" DEEP TOE 1.5' MIN. 18" (x) SPACING VARIES DEPENDING ON CHANNEL SLOPE (H ) C R E S T 24 " M A X A T C E N T E R 6" 24 " M A X AT C E N T E R 9" MI N . VEGETATIVE BARRIER DETAIL VARIES, SEE PLANT SCHEDULE VA R I E S , S E E P L A N T S C H E D U L E N.T.S. NOTES: .ALL TREES ILL E ALLE AN RLAPPE IC ALLOS TE TREES TO E REPLANTE IT TE ORIGINAL SOIL STILL CLINGING TO TE PLANT S ROOTS AN RECE TE AMONT OF PLANT SOC RING TRANSPLANTING. FRTER ASE ON CONERSATIONS IT LOCAL NRSERIES ALL OF TESE SPECIES CAN E SAFELY PRNE AN TRIMME ITOT TE RIS OF AMAGING TE TREES. 2.INITIAL PLANTING: ·TE TREES AN SES ILL E PLANTE EITER EARLY TO MILE OF SPRING OR EARLY TO MILE OF FALL ECASE TESE SEASONAL TIMEFRAMES PROIE MOERATE TEMPERATRES AN NATRAL RAIN. ·FOR TE FIRST TO EES TE PLANTS ILL E ATERE EERY AY EITER Y TE APPLICANT OR Y NATRE. ·TE INITIAL PLANTINGS ILL E MLCE TO OL MOISTRE ARON TE ASE NETRALIE TE TEMPERATRE AN CONTRITE ORGANIC MATTER TROG COMPOSTING. ·FOR TE REMAINER OF TE FIRST MONT TE PLANTS CAN E ATERE ONE TO TO TIMES PER EE. 3.FIRST YEAR: · TREES ILL E PRNE AN TRIMME ANNALLY AS NEEE TO MAINTAIN EIGT. 4.LONG-TERM MAINTENANCE: ·SEMI-ANNAL ISAL INSPECTIONS OF TE TREES. TREES ILL E PRNE AN TRIMME ANNALLY TO MAINTAIN A EIGT OF MAIMM 2 FT IC ILL PROIE AEATE SCREENING AN PREENT SAING ON TE SOLAR PANELS. AITIONAL PRNING ILL E PERFORME AS NEEE TO MAINTAIN EIGT. PRNING AN TRIMMING ILL E PLANNE FOR EARLY TO MILE OF SMMER FOLLOING TE SPRING TREE GROT. ·NATRAL EGETATIE SCREENING AS SON ON TE SITE PLAN ILL E MAINTAINE SIMILARLY AN REPLACE IN TE CASE OF FAILRE IF FAILRE IS A RESLT OF TRIMMING AN RESLTS IN AERSE ISAL IMPACTS. C504 2 FLOW SPREADER N.Y.S. DEC DETAIL: FLOW SPREADER CONSTRUCTION SPECIFICATIONS: 1.THE MATTING SHOULD BE A MINIMUM OF 4FT WIDE EXTENDED 6 INCHES OVER THE WEIR AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES IN LENGTH. 2.ENSURE THAT THE WEIR IS LEVEL TO UNIFORMLY SPREAD DISCHARGE. 3.THE WIER SHALL BE PLACED IN UNDISTURBED SOIL NOT FILL. 4.A 20 FOOT TRANSITION SECTION WILL BE CONSTRUCTED FROM THE DIVERSION CHANNEL TO THE SPREADER TO SMOOTHLY BLEND THE DIFFERENT DIMENSION AND GRADES. 5.THE RUNOFF DISCHARGE WILL BE OUTLETED ONTO A STABILIZED VEGETATED SLOPE NOT EXCEEDING 10%. 6.SEED AND MULCH THE DISTURBED AREA IMMEDIATELY AFTER CONSTRUCTION. C504 5 D = 6 " M I N . DE P T H 3.5'.5' WIDTH VARIES 2' - 3' 3' 20' TRANSITION LENG T H O F STAB I L I Z E D OUTLE T 10-15 5-10 0-5 Q(cfs) E.W.(ft) D(ft) LENGTH(ft) FLOW 24 16 10 0.7 0.6 0.5 30 20 10 E.W. - ENTRANCE WIDTH D - DEPTHPLAN VIEW CROSS SECTION 2"x12" WEIR - PRESSURE TREATED STAPLE IN PLACE MATTING BURIED EDGE EN T R A N C E WI D T H SLOPE S S=0.0% COMPOST FILTER SOCK NYS DEC DETAIL: COMPOST FILTER SOCKC504 3 UNDISTURBED AREADISTURBED AREA BLOWN/PLACED FILTER MEDIA 2" X 2" WOODEN SPIKES PLACED 10' O.C. COMPOST FILTER SOCK 12 " MI N . EXISTING CONTOURS DISTURBED AREA UNDISTURBED AREA 8' 2" X 2" WOODEN STAKES PLACED 10' O.C. 12" DIA. COMPOST FILTER SOCK FL O W FL O W PLAN VIEW SECTION VIEW INVASIVE SPECIES NOTES: 1.TO PREVENT THE ACCIDENTAL INTRODUCTION OF INVASIVE PLANTS DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, ALL TRACKED EQUIPMENT INVOLVED IN EARTHWORK SHALL BE CLEANED TO REMOVE PLANTS, SEEDS AND PROPAGULES THAT MAY BE HITCH HIKING, PRIOR TO ARRIVAL ON-SITE. 2.IF TRACKED EQUIPMENT IS USED IN EARTH WORK ON A PORTION OF A PROJECT WHERE INVASIVE SPECIES ARE KNOWN TO EXIST, THIS PORTION OF THE EARTHWORK SHALL BE CONDUCTED LAST, OR THE EQUIPMENT SHALL BE CLEANED PRIOR TO USE ON ANY PORTION OF THE SITE THAT IS KNOWN TO BE FREE OF INVASIVE PLANTS. 3.IF EQUIPMENT INVOLVED IN EARTHWORK IS CONTAMINATED WITH INVASIVE SPECIES, THE EQUIPMENT SHALL BE CLEANED PRIOR TO MOVING INTO UNCONTAMINATED AREAS. CLEANING SHALL CONSIST OF USING PHYSICAL MEANS AND HAND TOOLS, SUCH AS BRUSHES, BROOMS, RAKES OR SHOVELS, ON ALL TRACK AND BUCKET/BLADE COMPONENTS TO ADEQUATELY REMOVE ALL VISIBLE DIRT AND PLANT DEBRIS. 4.IF WATER IS USED, THE WATER/SLURRY SHALL BE CONTAINED SO AS TO RESTRICT INTRODUCTION OF INVASIVE PLANTS, SEEDS AND PROPAGULES INTO THE PROJECT OR OFF-SITE THROUGH FUTURE SURPLUS MATERIAL DISPOSAL. SITE LIGHTING FIXTURE AND POLE SCHEDULE TYPE LIGHTING FIXTURE POLE REMARKSDESCRIPTIONMFG/CATALOG NUMBER LUMENS VOLTAGE DISTRIBUTION FINISH DESCRIPTION HEIGHT MFG/CATALOG NUMBER LP-1 LED AREA LIGHT LITHONIA #RSX1 LED P4 40K R4 MVOLT SPA SF BS DBLXD SPA 25,000 120-277V TYPE 4 BLACK SQUARE, STRAIGHT, ALUMINUM 20 FT LITHONIA SSA 20 5G DM19AS DBLXD BLACK FINISH ON POLE AND FIXTURE; PROVIDE PHOTOCELL (#DLL127F1.5JU) COORDINATE DIMENSIONS PRIOR TO INSTALL 20 ' 18" 48 " 18 " M I N . POLE LIGHT LP-1 POLE POLE BASE - SEE DETAIL GRADE GROUND LUG WITH #8 AWG CU TO REBAR IN FOOTING BASE PLATE AND ANCHOR BOLTS BY MANUFACTURER (3)#3 OR (2) #4 TIES WITHIN TOP 5" OF THE PIER GROUND LUG - CONNECTOR TO BE LISTED FOR CONCRETE EMBEDMENT 1" PVC CONDUITS #3 TIES @ 12" O.C. CONCRETE f'c = 3500 PSI (4)#4 VERTICAL 3" MINIMUM 3" M I N I M U M 2" X 4" HANDHOLE FINISHED GRADE . LIGHT POLE BASE DETAIL NOT TO SCALEC504 7POLE LIGHT FIXTURE DETAIL NOT TO SCALEC504 6 Revisions NO:DATE:DESCRIPTION: 1 06/27/23 REVISED PER TOWN COMMENTS 2 07/12/23 REVISED PER FIELD MEETING 3 08/09/23 REVISED PER TOWN COMMENTS 4 09/15/23 REVISED PER TOWN COMMENTS 5 10/17/23 REVISED PER TOWN COMMENTS NO T F O R C O N S T R U C T I O N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2023 LaBella Associates VE R S I O N 2 3 . 1 NEXAMP 101 SUMMER STREET, 2ND FLOOR BOSTON, MASSACHUSETTS 02110 CARROWMOOR SOLAR 1358 MECKLENBURG ROAD ITHACA, NY 14850 2230713 PLANNING BOARD REVIEW 10/17/2023 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: 018281 LAND SURVEYING: 017976 GEOLOGICAL: 018750 EXP:EXP: JLE MWM 3/31/2024 C504 CONSTRUCTION DETAILS