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Home My WebLink AboutZBA Packet 2024-02-27Town of Ithaca 2/16/2024 ZBAA-23-30 Zoning Board of Appeals Area Variance Application Status: Active Submitted On: 11/17/2023 Primary Location 602 Elmira Rd Ithaca, NY 14850 Owner Cedar Rock Inc Anderson Rd 51 Buﬀalo, NY 14225 Applicant Michael Lasell 315-486-0501 mike.lasell@mblengineering.com 16510 Balch Place Mannsville, New York 13661 Internal Only-Review Tax Parcel No. 31.-3-4 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? Yes GML-239 Reason for Review* The right of way of any existing or proposed county or state road Type of Variance Area Variance Appearance Date for Variance 2/27/24 ZBAA-23-30 about:srcdoc 1 of 12 2/16/2024, 9:14 AM Variance Code Language ZBAA-23-30 Appeal Cedar Rock Inc., Owner of 602 Elmira Rd.; Michael Lasell, Applicant/Agent; is seeking relief from Town of Ithaca Code sections 270-171.6D(12) (a)[2] (Window and door area), 270-171.6D(14) (Building entrance orientation and design), 270-171.6F(2)(a) (Parking lot siting), 270-171.6F(5)(b) (access Management), 270-171.6G(1)(a) (Pedestrian and bicycle facilities), 270-226 (More than one building on a lot), and 270-219.5E (Prohibited activities in Stream Setback Zone 2) Town of Ithaca Code section 270-171.6D(12)(a)[2] requires a 10% - 40% window or door glazing area on interior side elevations (fake windows can substitute for up to 50% of the required transparent areas), where the applicant is proposing to utilize fake windows and doors instead. Town of Ithaca Code section 270-171.6D(14) requires a principal building to incorporate a speciﬁc design element and requires the public entry of a principal building , with street frontage, to face the busiest street, where located at an intersection, where the applicant is proposing to not incorporate design elements for buildings 2,3,4,5,&6 and where buildings 2, 3, & 6 are not frontingthe busiest street. Town of Ithaca Code section 270-171.6F(2)(a) requires oﬀ street parking areas, fronting Elmira Road, to be in the rear or side yard, where the applicant is proposing to locate parking in the front yard. Town of Ithaca Code section 270-171.6F(5)(b) requires a corner lot to locate the vehicle access from the secondary street, not the principal street, where the applicant is proposing to have vehicle access oﬀ Elmira Road (NYS-Route 13), which is the principal street. Town of Ithaca Code section 270-171.6G(1)(a) requires a principal building to have a minimum 5’ paved walkway connecting the main entrance to the public right of way, where the applicant is proposing to not have a minimum 5’ paved pedestrian walkway connecting buildings 2,3,4,5,&6 to the public right of way. Town of Ithaca Code section 270-226 allows for multiple principal buildings to be located on a lot, in a non- residential zone, but requires that the space between such principal buildings be at least equal to the sum of the side yards or the sum of the rear and front yards to be calculated as if each building were located on its own induvial lot, where the applicant is proposing to have multiple principal buildings on a single lot that would not meet the front, side, or rear yards as calculated based on the current zone where there buildings are to be located. Town of Ithaca Code section 270-219.5E prohibits construction or installation of a parking lot, parking space, or impervious surface in stream setback zone 2, where the applicant is proposing to construct an impervious area located within a portion of stream setback zone 2. The current property is located in the Light Industrial Zone district and the Inlet Valley Center overlay zone, Tax Parcel No. 31.-3-4 ZBAA-23-30 about:srcdoc 2 of 12 2/16/2024, 9:14 AM Variance Code Section 270-171.6D(12)(a)[2] (Window and door area), 270-171.6D(14) (Building entrance orientation and design), 270-171.6F(2) (a) (Parking lot siting), 270-171.6F(5)(b) (access Management), 270-171.6G(1)(a) (Pedestrian and bicycle facilities), 270-226 (More than one building on a lot), and 270-219.5E (Prohibited activities in Stream Setback Zone 2) Internal Tasks to be Completed Meeting Result (First Appearance) – Materials For GML-239 Were Sent 01/23/2024 Deadline for Hearing Notice to Journal 02/15/24 by 12 noon Public Hearing Notice Was Sent 02/14/2024 Neighbor Notiﬁcation Letters Were Sent 02/19/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members 02/19/2024 Historical Only Address aﬃliated with request Status ZBAA-23-30 about:srcdoc 3 of 12 2/16/2024, 9:14 AM Applicant's Information Applicant is* Engineer Is the primary point of contact for application diﬀerent than the applicant?* No If the applicant is NOT the owner, a letter/email from owner designating the applicant as agent or a copy of the contract with owner's signature will need to be provided. Description Brief Description of Variance Request* Area Variance Criteria Form 1. Will an undesirable change be produced in the character of the neighborhood or be a detriment to nearby properties?* No IV Overlay District ha many parameters that do not ﬁt the type of buildings proposed, a use variance for the storage facility was received but there are multiple variances needed. The attached narrative outlines each varience listed below: Entrance of Minor Street1. Parking in front of building2. Glazing SF on Primary Building3. Stream Setback4. Principle Structure entrance5. Principle Structure Sidewalk from Public way6. Principle Structure Facing Main Street7. Internal Setback from buildings to each building8. ZBAA-23-30 about:srcdoc 4 of 12 2/16/2024, 9:14 AM Reasons: 2. Can the beneﬁt sought by the applicant be achieved by a feasible alternative to the variance?* No Reasons: 3. Is the requested variance substantial?* No Reasons: 4. Would the variance have an adverse impact on the physical or environmental conditions in the neighborhood?* No Reasons: Curently parking is in front yard on adjacent building to the west and the proposed use for storage will have very little people parking to enter oﬃce, majority will go through the gate and park at each storage unit. The entrance coming from the minor Street (Five Mile Drive) is signiﬁcantly down gradient and does not provide as much site distance as Elmira Road. The other items do not work with this type of structure. Refer to attached narrative for further information. See attached narrative. None of the proposed variances are substantial in nature and do not change the impact of the property. Following some variances for example would make a larger impact on the property (for example combining buildings to remove entrance requirements). The project will not impact the environment. The stream setback not being met will treat the water before being directed toward the stream with a smaller setback then the code requires. ZBAA-23-30 about:srcdoc 5 of 12 2/16/2024, 9:14 AM 5. Is the alleged diﬃculty self-created?* No Reasons: Aﬃdavit The UNDERSIGNED respectfully submit this application requesting an appearance before the Zoning Board of Appeals. By ﬁling this application, I grant permission for members of The Town of Ithaca Zoning Board of Appeals or Town staﬀ to enter my property for any inspection(s) necessary that are in connection with my application. I acknowledge, that completed applications are scheduled on a ﬁrst-come ﬁrst-serve basis and that all documents ideally be submitted forty-ﬁve (45) days advance of the proposed meeting date, together with the required application fee. Failure to do so may result in a delay in my hearing. Digital Signature* Michael Lasell Nov 17, 2023 Meeting Date 11/17/2023 PAYMENT INFORMATION After submission, Code Department Administration will review the application and materials provided. After review, and email with instructions for paying the fee online with credit card or E-check will be sent to the applicant. If it is preferred to pay by check, cash or money order: *Mail to Code Enforcement, Town Hall 215 N. Tioga St, Ithaca, NY 14850 *Drop oﬀ during business hours to Town Hall M-F 8-4 *Place in locked box next to the door on the Buﬀalo St side of Town Hall The new overlay district has brought these new requirements. This was not self- created. ZBAA-23-30 about:srcdoc 6 of 12 2/16/2024, 9:14 AM Date Activity 2/12/2024, 3:16:46 PM Marty Moseley changed Variance Code Section from "" to "270-171.6D(12)(a)[2] (Window and door area), 270-171.6D(14) (Building entrance orientation and de..." on Record ZBAA-23-30 2/12/2024, 3:17:16 PM Marty Moseley changed Variance Code Language from "<div><strong>ZBAA-23-30 Appeal Cedar Rock Inc., Owner of 602 Elmira Rd.; Michael Lasell, Applican..." to "<div><strong>ZBAA-23-30 Appeal Cedar Rock Inc., Owner of 602 Elmira Rd.; Michael Lasell, Applican..." on Record ZBAA-23-30 2/12/2024, 3:20:17 PM Marty Moseley added attachment ZBA Stream setback requirements .pdf to Record ZBAA-23-30 2/13/2024, 9:53:32 AM Marty Moseley submitted a change request on Record ZBAA-23-30 2/14/2024, 8:55:44 AM C.J. Randall approved approval step Planning Approval (Planning Department) on Record ZBAA-23-30 2/14/2024, 2:33:31 PM Chris Balestra (she/her) added attachment Ithaca Self Storage - 602 Elmira Road - SEQR all parts and maps.pdf to Record ZBAA-23-30 2/14/2024, 2:36:03 PM Chris Balestra (she/her) removed attachment Ithaca Self Storage - 602 Elmira Road - SEQR all parts and maps.pdf from Record ZBAA-23-30 2/14/2024, 2:41:29 PM Chris Balestra (she/her) added attachment Ithaca Self Storage - ZBA SEQR all parts and maps.pdf to Record ZBAA-23-30 2/14/2024, 9:01:10 PM Michael Lasell submitted a new version of Record ZBAA-23-30 2/15/2024, 10:50:02 AM Dan Thaete approved approval step Engineering Approval (Engineering Department) on Record ZBAA-23-30 Timeline Label Activated Completed Assignee Due Date Planning Approval (Planning Department) 1/22/2024, 5:10:16 PM 2/14/2024, 8:55:44 AM C.J. Randall 2/14/2024 Engineering Approval (Engineering Department) 1/22/2024, 5:10:16 PM 2/15/2024, 10:50:02 AM Dan Thaete - 239 - GML Sent 1/23/2024, 2:42:31 PM 1/23/2024, 2:59:32 PM Lori Kofoid - ZBAA-23-30 about:srcdoc 11 of 12 2/16/2024, 9:14 AM Label Activated Completed Assignee Due Date Payment 11/17/2023, 2:21:49 PM 11/17/2023, 3:56:52 PM Michael Lasell - Application In-take Review 11/17/2023, 8:49:50 AM 11/17/2023, 2:21:49 PM Emily Banwell 11/18/2023 GML-239 County Review 1/22/2024, 5:10:16 PM 1/29/2024, 11:19:44 AM Lori Kofoid - Zoning Board of Appeals Meeting 1/23/2024, 3:00:11 PM - Lori Kofoid - Review - Code Enforcement/Zoning Dept. 11/17/2023, 2:21:49 PM 1/22/2024, 5:10:16 PM Marty Moseley - Notice Pick-up (You will be emailed again when ready) - - -- Close & Archive Record - - -- Issuance of Meeting Result - - -- ZBAA-23-30 about:srcdoc 12 of 12 2/16/2024, 9:14 AM  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 1 OF 6 November 14, 2023 Revised - January 16, 2024 Town of Ithaca Planning Department 215 North Tioga Street Ithaca, NY 14850 Re: Project Narrative – Proposed Storage Facility The purpose of this letter is to express Rudra Management’s interest in constructing a self-storage facility on their vacant land, located at 602 Elmira Road, Ithaca, NY (the “Property”).              Project:  Rudra Management proposes the construction of approximately 24,700 square feet of self-storage space, which will be comprised of both traditional drive-up storage units, as well as indoor climate- controlled storage units. The project will be split into two phases. Phase One will entail the construction of climate-controlled and traditional drive-up storage units, and Phase Two will be all climate-controlled. Unit sizes will vary to meet the Community’s needs. The project will utilize the public water system for its fire suppression and bathroom, but will install on site septic for its single use toilet. We anticipate construction to last 6 to 8 months. About Rudra Management:  Rudra Management is a real estate development company that builds, owns and operates 25+ hotels in the Western New York area. At the helm, Jay Patel has extensive experience in development and construction. Once example of their work is The Holiday Inn Express & Suites, 371 Elmira Road, which is located down the road from the Property. The hotel project was considered a “ground-up” construction project that transformed a neglected site into a thriving local business. Rudra Management hopes to continue their successful track record by diversifying their portfolio with a self-storage facility, as their market research has determined a demand in the Ithaca area. Rudra Management has hired Line 42 Architecture to consult and assist with the development process. Having worked together on other successful projects in the past, Rudra Management and Line 42 Architecture bring a collective experience that will ensure this project comes to fruition in a reasonable amount of time. About Line 42 Architecture: Line 42 Architecture, PLLC is a design firm specializing in self-storage and multifamily housing. Joshua Best, AIA, Founding Principal has developed, designed, constructed and operated four other self-storage facilities in the Buffalo, NY area with his company Best Brothers Development, LLC. His most recent ground-up construction was a facility located in Orchard Park, NY, which is similar to Rudra Management’s proposed facility for Ithaca, NY. Best Brothers Development, LLC is a homegrown company that specializes in operating and assisting in commercial real estate development ventures. Their services include site acquisition, architectural design, construction management, technical and operational assistance. Their focus is on multi-family housing, self-storage and hotel development.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 2 OF 6 Use Variance Request: 1. Revise conditions to previously approved use variance with permit number 23-2. The pervious Use Variance had a condition that required the project to meet the Inlet Valley Overlay District. Specific Area Variances are required with the proposed previously approved use within that Overlay District so the condition needs to be removed or revised with variances allowed. Area Variance Request: 1. Entrance off Elmira Road (171.6F(5)(b)) a. This makes the most sense for the project. It was welcomed when we received the use variance and the DOT is in favor of it. We have modified the layout to ensure safety. The site slopes downhill and we are utilizing the existing site topography for our 2nd phase building with a walkout basement. Entering on 5 Mile Drive would not be desirable with our design approach. Additionally, it would be awkward coming around the corner to the intersection and result in more tree clearing and land disturbance. Site distance is not currently met and trees causing the restriction are off property. There is also considering stacking on 5 Mile Drive from the intersection that could cause cars trying to enter the facility to block cars traveling north on Five Mile Drive, see photo below. i. 2. Parking Infront of building (171.6F.(2)(a)) a. This also was shown to the ZBA when approving our use variance. The nature of the storage business is security and this requires keeping traffic out of the secure zone past the gate. Prospective customers typically rent online and are sent a gate code via email or mobile app. Very rarely will a customer utilize the parking and come into the office.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 3 OF 6 3. Fire sprinklers in non-climate-controlled buildings (270-171.4) a. We have designed a fire sprinkler system for our two climate-controlled buildings facing the street (buildings 1 & 6). For the non-climate-controlled buildings (2,3,4 &5) we request a variance from the Ithaca code that is above and beyond NYS code. Our non- climate-controlled buildings will have fire walls per NYS code to minimize fire spread and we plan on exceeding NYS code by installing a fire/smoke alarm system in all buildings on property. Our main security gate will be keyed for fire department access and we have fire apparatus turning maneuverability throughout the property. 4. Glazing SF Added to Primary Building a. We comply with the glazing requirement but need to seek relief from interior elevation requirements as the interior layout does not allow glazing. False windows and doors are being utilized. 5. Stream Setback Variance (219.5D) a. Zone 1 and 2 are defined on the plan from stream bank full elevation. Because of slopes it pushes Zone 1 to 60-feet and therefore Zone 2 has some access road within it on the west side. Because this water on this pavement does not enter into Zone 1 and is collected and conveyed through a stormwater device, the setback is being maintained with flow length. Also, the area is currently cleared and limited grading is required. 6. Principle Structure Public Entrance (Buildings 2-6 - 270-171.6D.(14)) a. A variance is being requested for pedestrian access to each building. The main building where people enter, we have provided pedestrian access, the other buildings do not have main entrances as they are walk up storage facilities. An alternative was looked at to connect the two main front buildings, but this would negatively impact the aesthetics only to meet the main entrance criteria. 7. Principle Structure Sidewalk Connectivity (270-171.6 G.(1)(a)) a. A variance is being requested for sidewalk connectivity from the main street. Per the previous variance there would be no main entrances to provide access too. 8. Principle Structure Facing Main Street (2, 3, and 6 - 270-171.6D.(14)(b)) a. A variance is being requested for the requirement of the principal building facing the major highway. Our second building currently faces 5 Mile Drive as it fits the site better and creates a more aesthetic building mass. 9. Building Setback from adjacent buildings (270-225) a. A variance is being requested for building setbacks between buildings which are required to meet yard setbacks. Being a multiple building facility which the buildings are complimentary to each other and run from the main building with services including offices, bathroom, fire protection, gas and electric this does not apply well to this use.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 4 OF 6 Estimated Trip Generation: ITE Trip Generation – 38 Daily Trips, 4 Peak AM Hour and 7 Peak PM Hour. Estimated Fire Flow Requirements: Fire flow for the heated structures will be Ordinary Hazard Group II and require 250 GPM hose stream and 0.2 GMP/SF for 1500-SF. Each building will require 550-GPM with a total required flow of 1,100 GPM. Provided fire flow at nearest hydrant has been calculated from the provided fire flow from R0440 which had a static PSI at 125 and 1250 GPM at 80 PSI. The hydrant nearest site is 23-feet higher which would have a pressure reduction of approximately 10-psi which still is well within the required fire demands. Energy Code Supplement: Commercial Compliance Summary for Easy Path/ Prescriptive Path Projects must earn at least 12 points Points Pursuing with current design: • Air source heat pump = 4 • Heating systems in heating space = 1 • Efficient building shape = 1 • Right-lighting = 1 • Modest window to wall ratio = 1 • Renewable energy system = 1-6 • Electric vehicle parking space = 1 • Walkability = 1 • Custom energy improvement = 1 Total = 12-16 Points Article XXA Inlet Valley Overlay District270-117.6 Design Standards and Guidelines To quote the Inlet Valley Overlay District Purpose: “Recognizing the importance of existing commercial and light industrial use... The overlay district aims to preserve and build upon the most appealing aspects of the Inlet Valley’s rural and agricultural character, and enhance the area’s appeal as a recreational destination among residents and visitors. The outcome of development under these provisions will add to the area’s tourism and transportation assets, enhance the synergistic relationship between the area’s businesses and attractions, and reinforce its sense of place. Inlet Valley Center. This overlay zone intends to foster a compact mix of destinations. It is centered generally, around the existing light industrial, neighborhood commercial and planned development zones”. The proposed storage facility is aligned with the statement above. Evidence of design standard compliance is outlined below and exemplifies that this project will “enhance the area’s appeal”.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 5 OF 6 Building Design: We have been sensitive to the design of this project, ensuring we are adding to the charm of Ithaca, rather than building a standard storage facility. This state-of-the-art facility offers growth opportunity for businesses and individuals alike. Our design is site specific and our approach was thoughtful to the surroundings. Given the major road intersection, the most logical site entrance is shown on the renderings and the DOT is in favor as well. We aim to align with the existing street fabric. The design will stay true to the current roots of light industrial and will be elevated by the climate control buildings that shield the industrial buildings from the street. The buildings wrap the corner and follow the site topography stepping down the site. 1) Style neutrality: Simple massing with wood “lodge” like touches tie into local area and references a camp ground welcome house. 2) Elevation and wall form: Stone, Clapboard siding and roof trim. 3) Wall articulation: Central “timber” projection (5’) breaks up the massing and acts and acts as a beacon for the project. Windows further break up the massing along the street frontage and the rear/ side elevations have changes in materials and false windows to further break down the scale and comply with the regulations. 4) Consistent design on visible elevations: we comply with this statement from the guidelines “Elevations on a building that are visible from or facing a street must have a similar style and quality of materials, windows, doors, trim, decorative moldings, and wall articulation.” See elevations. 5) Building Construction: Our principal buildings fronting Elmira Road will be engineered specific for this site. 6) Roof form: Our roof slope is 6:12 with 18” overhangs complying with the guidelines. 7) Roof materials: We are using standing seam metal, complying with the guidelines. 8) Cladding materials: Our primary cladding material will be Clapboard (fiber cement) and will cover 100% of the buildings 9) Cladding materials and building color in general: We are using Natural earth tones with non- reflective finish. See elevations.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 6 OF 6 10) Change of cladding of color on an outside wall: we comply. See elevations: 11) Trim: We comply. See elevations 12) Window and door area: We comply. See elevations. 13) Window and door design: we comply. See elevations. 14) Building entrance orientation and design: we comply. See elevations. 15) Formula architecture: we comply. See elevations. 16) Rooftop and building mounted equipment: We comply. See elevations Additionally, see drawings as we also comply with: E. Landscaping F. Parking G. Pedestrian and bicycle facilities H. Fences and walls J. Service and equipment areas K. Utilities L. Outdoor lighting M. Signs COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. February 5, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Area Variances for proposed Self Storage Facility located at 602 Elmira Road, Tax Parcel #31.-3-4, Cedar Rock Inc., Owner; Michael Lasell, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We do, however, have the following comment on the proposed action: • The proposed driveway access for this project is located in a high-traffic volume merge area along a State Highway and may require some specific type of driveway, access dimensions, or other requirements in order to ensure safe ingress and egress. The applicant should work with NYSDOT to ensure these requirements are met for safe ingress and egress from the property. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability Requirements for the Zoning Board of Appeals for variances requested for the stream setback section of the Town of Ithaca Code, Chapter 270. Town of Ithaca Code 270-219.5 I. Variances. The Zoning Board of Appeals may grant variances from the requirements of this section (Stream setback) pursuant to § 270-235 of this chapter. A variance from the requirements of this section is an area variance, provided any use proposed to be located within the stream setback is a permitted use in the relevant zoning district. In addition to the items required by the Town for all variance applications, the applicant shall provide a proposed mitigation plan that offsets the effects of the proposed encroachment into the stream setback, if such a plan is possible for the parcel that is the subject of the variance application. Where a Planning Board approval (such as site plan, subdivision or special permit approval) is also sought pursuant to the provisions of this chapter, the Planning Board shall make a recommendation to the Zoning Board of Appeals on any proposed mitigation plan that is submitted to the Zoning Board of Appeals in connection with a variance application. Failure of the Planning Board to make a recommendation before the Zoning Board of Appeals must act as required by law shall not preclude action by the Zoning Board of Appeals nor otherwise affect the validity of any actions taken by the Zoning Board of Appeals Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland 2. Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: Ithaca Self-Storage 602 Elmira Road - Ithaca Construction of a Self-Storage facility with 6 buildings which include indoor heated storage and standard mini-storage of approximately 24,700-SF. Project includes a 20,700s.f. building footprint (24,700s.f. total gross floor area, as Buildings 1 & 6 are two-stories), along with parking, landscaping, stormwater management facilities, and other project elements. Rudra Managaement 716.481.9888 jay@rudramgmt.com 51 Anderson Road Buffalo NY 14225 4 Ithaca ZBA, County Planning, NYSDOT, Ithaca Planning Board, NYSDEC, Town Board 4 3.0 1.90 3.0 4 4 Light industry (warehouses), vacant land Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? Elmira Road is served by TCAT Route 67 c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? Please see part 3 Please see part 3 An offsite water main extension will be required to provide public water to this parcel. IF an exemption is approved by the Town Board. If exemption is not approved, then an offsite sanitary sewer main extension will be required. Project received a Use Variance on 8/21/2023 4 4 4 4 4 4 4 4 4 4Onsite wastewater treatment for a single bathroom. 4 4 4 4 Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ 4 4 4 4 4 4 4 4 4 4 Michael Lasell 3/15/2023 Engineer PRINT FORM EAF Mapper Summary Report Tuesday, February 28, 2023 12:29 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report Page 1 of 2 No, or small impact may occur Moderate to large impact may occur 1. 2.Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5.Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6.Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7.Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9.Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10.Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” Please see Part 3 for further explanation of 1, 2, 3, 5, 7, and 10 below Ithaca Self Storage - 602 Elmira Rd PB Site Plan 2-20-24; ZBA area variances 2-27-24 4 4 4 4 4 4 4 4 4 4 4 4 PRINT FORM Page 2 of 2 Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered “moderate to large impact may occur”, or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. ______ Signature of Responsible Officer in Lead Agency _______________________________________________ Date _ _ _ ________ _ ________ Name of Lead Agency _________________David Squires___________________ Print or Type Name of Responsible Officer in Lead Agency _________________________________________________ ________________ Chair_________________________ Title of Responsible Officer ______ ____ ____ _ _ _____ __ _ _ _ _ _____________ Signature of Preparer (if different from Responsible Officer) 4 PLEASE SEE ATTACHED Town of Ithaca Zoning Board of Appeals Christine Balestra, Senior Planner Ithaca Self Storage- 602 Elmira Rd PB site plan 2-20-24;ZBA area variances 2-27-24 PRINT FORM 1 Short Environmental Assessment Form – Part 3 Determinaon of Signiﬁcance Project: Ithaca Self Storage, 602 Elmira Road Acons: Site Plan Approval, Planning Board (PB) Area Variances, Zoning Board of Appeals (ZBA) Acceptance/Dedicaon of Certain Ulies, Town Board (TB) Dates: February 20, 2024 (PB), February 27, 2024 (ZBA), Yet to be determined (TB) Physical characteristics of the property: The proposed self-storage facility will be located on vacant property that was utilized as a fill-site for the storage of fill and construction materials during the NYS Department of Transportation’s (DOT) Route 13/Route 13A intersection and Cayuga Inlet bridge reconstruction projects in the mid-1990’s. Approximately 80% of the property is relatively flat and clear of vegetation. However, approximately one quarter of the site, particularly the north and west edges, and along the NYSDOT right-of-way to the east, contains steep slopes and manmade fill mounds in various stages of natural re-vegetation. Those areas of the property also contain first succession vegetation (mostly young birch, locust, and sycamore trees) along with some larger deciduous and evergreen trees, overgrown shrubs, and tall grasses. This property used to contains a stream that is a tributary to the Cayuga Inlet. During the NYS reconstruction projects, a portion of the stream was piped underneath and across the property to outlet culverts on the northeast and west sides of the property, where it currently flows exposed off the property and onto adjacent properties. The stream eventually filters into a NYS DEC regulated wetland and Unique Natural Area located on the east side of NYS Route 13A. Some of the most significant slopes found on the property are located along the stream bank in the north and west areas. 1. Will the proposed acon create a material conﬂict with an adopted land use plan or zoning regulaons? Small impact may occur. The 2014 Comprehensive Plan and Future Land Use Map has characterized this property as “Natural/Open” and “Inlet Valley Gateway.” According to the Comprehensive Plan, this poron of Elmira Road is intended “to be a seng for a mix of oﬃce, small- scale retail, hospitality, tourism, and agritourism uses, with low impact light industrial, arsanal industrial, and skilled trade uses.” The Town Board adopted the Inlet Valley Overlay District (IVOD) zoning on February 13, 2023 to meet the goals of the Comprehensive Plan. However, the IVOD prohibits self-storage facilies. Unl two February, 2023months ago, the property containing the proposed Ithaca Self-Storage project was zoned Light Industrial, which permied self-storage facilies with site plan approval by the Planning Board. Now that the zoning has changed, the project requires a use variance from the Zoning Board of Appeals along with site plan approval from the Planning Board. The ZBA granted the use variance for the project on August 21, 2023. The project also requires area variances from the ZBA from the following provisions of the IVOD (or other secons of Town Code): 2 1. §270-171.6 F (5) (b) – The property is on a corner lot. Access is oﬀ Elmira Road (NYS Route 13), which is a primary street, instead of oﬀ a secondary street (Five Mile Drive/NYS Route 13A). The IVOD regulaons require access oﬀ of a secondary street on corner lots. Given the presence of slopes, large drainage ditches, traﬃc condions, and poor site distances along Five Mile Drive, the access from Emira Road appears to be the safest and most praccal access for the project. 2. §270-171.6 F (2) (a) – The IVOD regulaons prohibit parking in the front yard. Parking is proposed in the front yard. This was shown as part of the project and was supported by the PB and ZBA during the use variance and sketch reviews. There are only 5 parking spaces proposed for the project, and they are located in a safe manner, buﬀered by proposed landscaping. There will be no signiﬁcant adverse aesthec or traﬃc impacts associated with having parking in the front yard of this project. 3. §270-171.4 & Town Code Chapter 225 – Sprinklers are only proposed for two out of the six buildings. The IVOD regulaons reference Town Code, Chapter 225. The project complies with NYS Code when it comes to sprinkling the structures, but it does not comply with Town Code, which is more restricve than NYS Code. The climate-controlled facilies (buildings 1 and 6) will be sprinkled. Building 1 contains an oﬃce that will be occupied. However, the non-climate controlled buildings will not have sprinklers. These buildings are largely unoccupied, as they are designed for the storage of things and not for the purpose of human habitaon or occupaon. To migate ﬁre-related impacts, the non-climate controlled buildings will have ﬁre-rated walls, per NYS Code provisions. There are no ancipated adverse environmental impacts associated with not sprinkling four out of the six proposed buildings. 4. §270-171.6 D (12) (a) [2] – The window and door interior side building elevaons do not comply with glazing requirements for the interior site layout of the buildings. The IVOD requires interior side elevaons of buildings to contain between 10 and 40% glazing (glass) per building story, in the form of windows or doors. Fake windows or doors can be substuted up to 50% of the me. The interior layout of the proposed buildings cannot meet the glazing requirement. The requirement is an aesthec feature that creates a pleasing aesthec for public-facing aspects of buildings. Four of the six structures do not face a public street and cannot be seen by the public. All exterior (public/road facing) aspects of the buildings comply with the glazing requirement. There are not ancipated signiﬁcant adverse aesthec impacts associated with granng a variance from the interior glazing provisions for the buildings. 5. §270-219.5 – Stream Setback Law – The property contains a stream along the western boundary that is regulated by Town Code §270-219.5, which prohibits development and limits soil disturbing acvies within designated stream setbacks. For this project, the stream that is regulated requires a 50-foot setback per stream side, with “zone 1” being the 30-foot area immediately adjacent to the stream and “zone 2” being the remaining 20-foot area next to zone 1. The proposal contains a small poron of a retaining wall, dry swale, and driving lane 3 that comprises approximately 200s.f. total area that impedes into stream setback zone 2 along the northwest corner of the project. The dry swale is permied in zone 2, but the other features are prohibited without an area variance. Aside from a variance, this requires a migaon plan that oﬀsets the eﬀects of the proposed encroachment into the stream setback. The applicant proposes to oﬀset erosion impacts through the ulizaon of stormwater devices that will capture sediment before it is conveyed back into the stream. Addionally, the applicant proposes to install non-invasive, deer resistant planngs immediately adjacent to the proposed retaining wall in zone 2, to migate the disturbance to the riparian buﬀer that currently exists. This will serve to migate impacts to the stream. 6. §270-171.6 D (14), -D (14) (b), -G. (1) (a), and §270-225 – Requested variances from these Code provisions are a result of having mulple “principal” (main) buildings on one parcel. The self-storage proposal involves six buildings on one parcel, which is typical of a self-storage use. However, the IVOD provisions were wrien with one principal building per parcel in mind. As such, the requirements related to public entrance locaon, sidewalk connecvity, and structures facing the main street would usually only apply to one structure on a parcel. In this case, there are six “principal” buildings, so all six theorecally need to have a public entrance, connect to the main street via sidewalks, and face the main street. This is not possible for the self-storage project and would not likely be possible for any mulple structured project on this property. The applicant provides for pedestrian access from Elmira Road/NYS Route 13 to Building 1, which contains the oﬃce (the only public space in the project). But all other buildings on the property are not designed for public access – they are walk-up storage facilies. Construcng all six buildings to face Elmira Road/NYS Route 13, each with its own public entrance, and each with sidewalk connecons to Elmira Road would be impraccal and illogical. Although self-storage facilies are currently prohibited in the IVOD, they do not necessarily create a material conﬂict with the IVOD provisions. Part of the goal of the IVOD is to enhance the Elmira Road corridor’s disncve characteriscs by fostering and building on the semi-rural assets that currently exist. Self-storage facilies are typical uses found in semi-rural landscapes, although they are generally unaracve and detract from the aesthec of an area. The IVOD’s architectural design standards and requirements would provide an opportunity for the proposed Ithaca Self-Storage project to show sensivity to the surrounding natural area, with elements that would beare in context with the semi-rural character of Elmira Road. To that end, the self-storage structures in the IVOD may be more aracve than typical self-storage buildings. 2. Will the proposed acon result in a change in the use or the intensity of the use of land? Small impact may occur. This property has been vacant for many decades. Developing the property at all will change the use and the intensity of the use of land. It is a highly disturbed site, due to the NYS DOT projects menoned above. Addionally, the property contains a NYS DOT right-of-way with steep slopes that would create a challenge for most types of development. There was a proposal for a self- 4 storage facility on the property in 2010, but the applicant only appeared before the Planning Board for a sketch plan review and never returned for approval. The IVOD provisions allow many types of uses for this property that would change the use and intensity of the use of the land, e.g., bed and breakfasts, hotels, veterinary clinics, day care centers, health/ﬁtness uses, restaurants, professional oﬃces, retail and commercial uses, small light industrial uses, cultural facilies, etc. The proposed Ithaca Self-Storage project is a less intense use of land than other permied uses. 3. Will the proposed acon impair the character or quality of the exisng community? Small impact may occur. The Elmira Road corridor has a very diverse community character. The IVOD provisions are speciﬁcally designed to create an aracve and appealing character for the corridor that is safe and inving to residents and visitors. Some porons of the IVOD design standards are required and some are strongly encouraged (“must” versus “should”). If the Zoning Board grants the use variance, the board could consider condioning the approval on requiring the project to comply with all IVOD’s Design Standards and Guidelines (§270-171.6), regardless of whether they are required or encouraged. The Zoning Board granted the use variance for the project, and the applicant has complied as closely as possible with the IVOD design standards. The proposed building designs are signiﬁcantly diﬀerent than typical self-storage structures, and This would ensure that the Ithaca Self-Storage facility will enhance the character of the community and comply with the design aesthec intended for the Inlet Valley Corridor. The project includes a landscaping plan that contains a mix of deciduous and coniferous trees and shrubs. The proposed planngs will serve to buﬀer the aesthec impact of Buildings 1, 2, and 6 from the public view. There are also planngs proposed along the Elmira Road frontage of the parking lot, serving as an addional aesthec buﬀer. The plan complies with the IVOD landscaping provisions. In terms of site lighng, the project includes two site light poles, along with 49 wall pack lights. The light poles are 18 feet tall, with one located at the Elmira Road entrance and the other located along northeastern corner of the property. The proposed poles comply with all Town Code provisions, including shielding, and are proposed to be 3000K LED color temperature (according to drawing C105 and the lighng speciﬁcaon sheets provided in the applicaon materials). The wall pack lights are proposed for the buildings themselves; and there are two manufacturers listed on the plans. The Amon wall pack light speciﬁcaon sheets do not specify a color temperature, but the lights comply with the IVOD provisions and the provisions of the Town Outdoor Lighng Law. The Lumark wall packs will be 3000K LED color temperature, although it’s unclear from the materials if the lights will have fully shielded cutoﬀs. Staﬀ recommends fully shielded-cutoﬀ wall packs, as they will essenally guarantee that no light polluon or glare will occur with the project. 5. Will the proposed acon result in an adverse change in the exisng level of traﬃc or aﬀect exisng infrastructure for mass transit, biking, or walkway? Small impact may occur. Self-storage facilies typically have much lower traﬃc impacts than other commercial and retail uses. This is primarily because self-storage facilies do not aract exisng traﬃc (e.g., like a fast-food restaurant 5 would) nor are they desnaons for most people (e.g., state park, recreaonal facility). According to the most recent manual of the Instute of Traﬃc Engineering, the project is expected to generate around 38 daily trips total, with 4 trips during the peak AM hour and 7 trips during the peak PM hour. Comparavely, the most recent average daily traﬃc count from the Elmira Road (NYS Route 13)/Five Mile Drive (NYS Route 13A) intersecon to the City of Ithaca line numbered 1,451 cars during the peak PM hour (2020 traﬃc counts from NYS, as reported by the Ithaca-Tompkins County Transportaon Council). Elmira Road receives around 17,000 cars a day on average, so Tthere is no expected change to the exisng level of traﬃc associated with the self-storage project., and t The project will not aﬀect exisng infrastructure for mass transit, biking, or walkways. The proposed use will require another highway curb cut oﬀ NYS Route 13/Elmira Road. The applicant has located the new access as far from the intersecon of NYS Route 13 and NYS Route 13A as safely possible, given the property’s slopes and sight lines from the intersecon. The NYS DOT will need to approve this access locaon, and the Zoning Board and Planning Boards may condion their approvals on the NYS DOT approval. 7. Will the proposed acon impact exisng: a. public/private water supplies? Public water supply will be delivered to the development via a 320 LF 8-inch ducle iron water main extension along Elmira Road. This extension will provide for the installaon of one ﬁre hydrant and associated domesc water service to the facility. Impacts to the West Hill water system will be negligible. b. public/private wastewater treatment ulies? The development proposes the installation of a private onsite wastewater treatment system (OWTS). The installation of an OWTS is permissible only through Town Board exemption, as the applicant is required, by Town Law, to connect to the public sewer system. The installation of an OWTS or connection to the town sewer system will have negligible impacts. 10. Will the proposed acon result in an increase in the potenal for erosion, ﬂooding, or drainage problems? The drawings submied by the applicant for the Zoning Board use variance show a signiﬁcant increase in impervious surfaces associated with the development. Preserving exisng vegetaon where it is more established, especially along the stream bank and slopes, and providing a landscaping plan that contains nave, non-invasive tree and plant species, will reduce the overall impacts of the development. The applicant will beis required to comply with all applicable Town and/or NYS DEC Stormwater Management Regulaons to address water quality and water quanty issues. Regarding Part 1, queson 12b: According to the NYS Oﬃce of Parks, Recreaon and Historic Preservaon Cultural Resources Informaon System program, the property is in an area that could be archaeologically sensive. However, this is a highly disturbed site, due to a 1990’s NYS DOT reconstrucon project. Therefore, any archaeological resources would have been discovered with prior disturbances. 6 Regarding Part 1, queson 13a: As menoned above, there is a stream located adjacent to the property on the north and west sides. Although the stream is piped and culverted on the property, the applicant will be required to comply with the Town of Ithaca Stormwater Management Law and NYS DEC stormwater regulaons to ensure protecon of the stream during and post construcon. There is also a NYS DEC regulated wetland and Tompkins County Unique Natural Area located across NYS Route 13A, approximately 460+/- feet northeast of the property. The wetland and UNA will be unaﬀected by the proposed use. LANDSCAPE & MATERIAL PLAN 602 Elmira road Ithaca, NY Rudra Management Schematic Design December 2023 UP DN N FIRE DEPARTMENT CONNECTION AIR SOURSE HEAT PUMP KEY PAD W/ KEYED ACCESS FOR FIRE DEPARTMENT 6" DIA. x 52" H BOLLARDS (WHITE) TYP. ALL BUILDING CORNERS 3' METAL VERTICAL PIVOT GATE (BLACK) BICYCLE PARKING 3' WOOD FENCE (WARM CEDAR) EV PARKING 3' WOOD FENCE (WARM CEDAR) 3' WOOD FENCE (WARM CEDAR) AIR SOURSE HEAT PUMP EV PARKING LOADING LOADING LOADING EXIT ENTE R EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN AR JC JC JC JC JC JC JC JC JC JC JC JC CA CA CA CA CA CA CA CA GT GT GT AR AR AR AR E L M I R A R O A D 5 MILE DRIV E GT SOLAR PANELS SOLAR PANELS BUILDING 1 BUI L D I N G 6 BUILDING 4 BUILDING 5 BU I L D I N G 3 BU I L D I N G 2 LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6. 2. THE CONTRACTOR SHALL SUPPLY PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN. ANY DISCREPANCIES BETWEEN QUANTITIES SHOWN ON THE PLANT SCHEDULE AND THOSE REQUIRED BY THE CONTRACT DRAWINGS SHALL NOT ENTITLE THE CONTRACTOR TO ADDITIONAL REMUNERATION. 3. THE CONTRACTOR SHALL VERIFY AND VISUALLY INSPECT FINAL SELECTION OF PLANT MATERIALS WITH THE OWNER PRIOR TO INSTALLATION. 4. ALL PLANTING LOCATIONS SHALL BE STAKED OUT AND APPROVED IN THE FIELD BY THE OWNER PRIOR TO INSTALLATION. 5. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR MECHANICAL DAMAGE. THE OWNER RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. 6. CONTRACTOR MAY SUBSTITUTE ANY OF THE PLANTINGS LISTED IN THE PLANT SCHEDULE DUE TO AVAILABILITY WITH APPROVAL BY THE OWNER PRIOR TO INSTALLATION. 7. EXISTING VEGETATION SHALL REMAIN UNDISTURBED IN ALL AREAS WHICH ARE NOT PART OF THE PROPOSED PROJECT. 8. GUARANTEE: A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: 1) GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2) REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; 3) REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO THE OWNER. B. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER THE BEGINNING OF THE GUARANTEE PERIOD SHALL NOT EXTEND THE GUARANTEE PERIOD OF THESE PARTICULAR PLANTS. THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE GUARANTEE PERIOD SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF PLACEMENT. 8. MULCH: PROVIDE MINIMUM 3" THICK LAYER OF BROWN SHREDDED BARK MULCH. MULCH SHALL BE USED ONLY AS TREE COLLARS AND IN PLANTING BEDS. 9. PRE-EMERGENT: 1) APPLY TO MULCH IN PLANTING AREAS TO PROHIBIT WEED GROWTH. IF WEEDS APPEAR IN TREATED AREAS DURING THE FIRST YEAR, LANDSCAPER SHALL RETURN TO REMOVE ALL WEEDS AT NO ADDITIONAL COST. 2) PROVIDE A MIXTURE WITH ACTIVE INGREDIENTS CONSISTING OF "A-A-A-TRIFLUORO-2, 6-DINITRO-N, N-DIPROPYL-P-TOLUIDINE" (1.75% OF TOTAL MIXTURE) AND INACTIVE INGREDIENTS (98.25% OF TOTAL MIXTURE). MANUFACTURER: "GREEN GOLD" BY LEBANON CHEMICAL CORP. OR EQUAL. 10. WEED BARRIER FABRIC: 1) APPLY TO PLANTING BEDS BELOW MULCH. 2) PROVIDE BLACK POLYPROPYLENE SHEET 27 MILS THICK, 4 OZ./SQ. YD., GRAB TENSILE STRENGTH PER ASTM D-4632; 90LB (MACHINE DIRECTION) 50 LBS. (CROSS MACHINE DIRECTION). PROVIDE DEWITT "WEED BARRIER" OR APPROVAL EQUAL. DO NOT INSTALL WITHIN THE BIORETENTION AREA. 11. WATER ALL PLANTINGS THOROUGHLY IMMEDIATELY AFTER PLANTING AND THEN REGULARLY TO MAINTAIN PLANT HEALTH AND GROWTH. TOPSOIL NOTES 1. ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PLANTED, MULCHED, PAVED, ETC. SHALL BE TOPSOILED AND SEEDED. TOPSOIL TO BE INSTALLED TO A MINIMUM 3" DEPTH IN AREAS OF SEED. SEED SHALL BE FRESH, CLEAN, NEW-CROP SEED MIXED IN WITH SPECIES AND VARIETY CONFORMING TO FEDERAL AND STATE STANDARDS. 2. PROVIDE AND INSTALL A MULCH ADEQUATE TO PROTECT THE SEEDING DURING ITS GROWING PERIOD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE APPROPRIATE MULCHING TECHNIQUES FOR THE PARTICULAR SITE CONDITIONS AND ACQUIRE APPROVAL OF THE SAME FROM THE OWNER. 3. TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE, NATURAL LOAM FREE OF SUBSOIL, CLAY LUMPS, BRUSH, TWIGS, ENVIRONMENTAL CONTAMINANTS, STONES OR OTHER DELETERIOUS MATERIALS LARGER THAN 2" IN GREATEST DIMENSION. 4. PROPOSED TOPSOIL SHALL BE TESTED BY INDEPENDENT TESTING FACILITY WITH TEST RESULTS SUBMITTED TO THE ENGINEER FOR APPROVAL. CONTRACTOR SHALL PAY FOR ALL TESTING. ACCEPTANCE OF TOPSOIL SHALL BE BASED UPON TEST RESULTS. ONE TEST SHALL BE PERFORMED PER 100 C.Y. OF TOPSOIL. SIEVE PERCENT PASSING 1/4" 65-100 1" 85-100 NO. 200 20-60 5. NATURAL TOPSOIL MAY BE AMENDED WITH APPROVED MATERIALS, BY APPROVED METHODS, TO MEET THE ABOVE SPECIFICATIONS. SEEDING NOTES 1. ALL AREAS TO BE SEEDED SHALL BE SOWN WITH THE FOLLOWING SEEDING MIX: 30% NASSAU KENTUCKY BLUEGRASS, 25% BELMONT KENTUCKY BLUEGRASS , 25% KENTUCKY BLUEGRASS , 20% FINE TEXTURE RYE 2. WEED SEED CONTENT SHALL NOT EXCEED 0.25%. 3. THE SEED MIXTURE SHALL BE DISTRIBUTED BY MEANS OF HYDRO-SEEDING. 4. THE FERTILIZER SHALL BE 5-10-5 COMMERCIAL GRADE FERTILIZER APPLIED AT THE MANUFACTURER'S RECOMMENDED APPLICATION RATE. 5. SEEDING APPLICATION RATE SHALL BE 5 LBS PER 1,000 SQ. FT. 6. WATER THOROUGHLY IMMEDIATELY AFTER SEEDING AND THEN REGULARLY TO MAINTAIN PLANT HEALTH AND GROWTH. STONE MULCH & BOULDERS STONE MULCH 1. ALL STONE AREAS WHERE SHOWN ON THE PLAN. 2. 4" DEPTH MIX OF #2 AND #3 ROUNDED WASHED STONE. 3. FINISHED GRADE TO BE FLUSH WITH ADJACENT LAWN, PLANT BED OR PAVEMENT. BOULDERS 1. ALL BOULDERS WHERE SHOWN ON THE PLAN. 2. LARGE BOULDERS TO BE APPROX. 3 FEET BY 4 FEET. SMALL BOULDER GROUPINGS TO VARY IN SIZE FROM 12 INCHES TO 24 INCHES. SCALE: 1" = 20' 0 10'20'40' PRECAST STONE FACE WALL VERTICAL PIVOT GATE BUILDING 1 & 6 - EXTERIOR ELEVATIONS & FLOOR PLAN 602 Elmira road Ithaca, NY Rudra Management Schematic Design December 2023 ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 10 ' - 0 " 11 ' - 0 " 21 ' - 0 " 18" BACKLIT LETTERS (26 SF)DARK SKY COMPLIANT DOWNWARD LIGHTING 3A 43A 6 2 3 (3 1/2") 3 (5 1/2")13BFDC 28.52% GLAZING ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 4 1 3 (5 1/2")FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM (3 1/2") ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 4 1 3 (5 1/2")FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM (3 1/2") 7 ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 1 FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & 3 TRIM (3 1/2") 2 140'-0" 5' - 0 " 110'-0"30'-0" 40 ' - 0 " 5' - 0 " 35 ' - 0 " 55'-0"55'-0"30'-0" HVAC STORAGE TOILET OFFICE/ LOBBY ENTE R LOADING SCALE: 1/8" = 1'-0"1 BUILDING 1 - SOUTH ELEVATION SCALE: 1/8" = 1'-0"2 BUILDING 1 - NORTH ELEVATION SCALE: 1/8" = 1'-0"3 BUILDING 1 - WEST ELEVATION SCALE: 1/8" = 1'-0"4 BUILDING 1 - EAST ELEVATION SCALE: 1/8" = 1'-0"5 BUILDING 1 - FLOOR PLAN MATERIAL 1 MATERIAL 2 MATERIAL 3 MATERIAL 3A MATERIAL 3B MATERIAL 4 MATERIAL 5 MATERIAL 5A MATERIAL 6 MATERIAL 7 STONE VENEER CLAPBOARD (FIBER CEMENT) TRIM (COMPOSITE) TRIM (COMPOSITE) FENCE (SYNTHETIC WOOD) METAL ROOF (STANDING SEAM) GARAGE DOORS (CORRUGATED METAL) GARAGE DOORS (CORRUGATED METAL) WINDOWS (ALUMINUM) DOORS (STEEL) DESERT SUNRISE "EARTH TONES" PEARL GRAY CRISP WHITE COPPER PENNY WARM CEDAR ASH GRAY SHALE (TO MATCH SIDING) ROYAL BLUE (INTERIOR ONLY) CRISP WHITE CRISP WHITE ID CLADDING MATERIAL COLOR *ALL CLADDING MATERIALS TO BE MATTE OR NON-REFLECTIVE FINISH MATERIAL KEY: BUILDING 2, 3, 4 & 5 - EXTERIOR ELEVATIONS 602 Elmira road Ithaca, NY Rudra Management Schematic Design December 2023 6' - 0 " 9' - 0 " 15 ' - 0 " 4 2 3 (7 1/4")5 3 (3 1/2") 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 4 3 (7 1/4")3 (3 1/2")FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM (3 1/2") 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 1 4 2 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 80'-0" 20 ' - 0 " 30'-0"80'-0" 110'-0" 5' - 0 " 25 ' - 0 " 9' - 0 " 8' - 6 " 17 ' - 6 " 4 3 (7 1/4")5 2 SOLAR PANELS 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R 4 3 (7 1/4")5 2 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R 4 3 2 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R SCALE: 1/8" = 1'-0"2 BUILDING 2 & 3 - EAST ELEVATION SCALE: 1/8" = 1'-0"3 BUILDING 2 & 3 - WEST ELEVATION SCALE: 1/8" = 1'-0"4 BUILDING 2 & 3 - NORTH & SOUTH ELEVATION SCALE: 1/8" = 1'-0"1 BUILDING 2 & 3 - FLOOR PLAN SCALE: 1/8" = 1'-0"5 BUILDING 3 & 4 - FLOOR PLAN SCALE: 1/8" = 1'-0"6 BUILDING 3 & 4 - SOUTH ELEVATION SCALE: 1/8" = 1'-0"7 BUILDING 3 & 4 - NORTH ELEVATION SCALE: 1/8" = 1'-0"8 BUILDING 3 & 4 - EAST & WEST ELEVATION MATERIAL 1 MATERIAL 2 MATERIAL 3 MATERIAL 3A MATERIAL 3B MATERIAL 4 MATERIAL 5 MATERIAL 5A MATERIAL 6 MATERIAL 7 STONE VENEER CLAPBOARD (FIBER CEMENT) TRIM (COMPOSITE) TRIM (COMPOSITE) FENCE (SYNTHETIC WOOD) METAL ROOF (STANDING SEAM) GARAGE DOORS (CORRUGATED METAL) GARAGE DOORS (CORRUGATED METAL) WINDOWS (ALUMINUM) DOORS (STEEL) DESERT SUNRISE "EARTH TONES" PEARL GRAY CRISP WHITE COPPER PENNY WARM CEDAR ASH GRAY SHALE (TO MATCH SIDING) ROYAL BLUE (INTERIOR ONLY) CRISP WHITE CRISP WHITE ID CLADDING MATERIAL COLOR *ALL CLADDING MATERIALS TO BE MATTE OR NON-REFLECTIVE FINISH MATERIAL KEY: RUDRA MANAGEMENT 602 ELMIRA ROAD TOWN OF ITHACA TOMPKINS COUNTY REVISED DECEMBER 8, 2023 MBL ENGINEERING, PLLC 16510 BALCH PLACE MANNSVILLE, NY 13661 CONTRACT DRAWINGS PROJECT LOCATION ITHACA SELF STORAGE 325 UP DN EXIT ENTER ≥ ≥ ≥ ≥ SITE OWNER RUDRA MANAGEMENT 51 ANDERSON RD BUFFALO, NY 14225 PLAN NOTES: 1. STREAM SETBACKS FROM FULL BANK. 2. PROPERTY IS SUBJECT TO TOWN OF ITHACA ZONING PROVISIONS REGARDING STREAM SETBACKS. UP DN EXIT ENTER 3+15 2+00 3+00 UP DN EXIT ENTER UP DN EXIT ENTER 3+15 2+00 3+00 0+00 1+00 GATE DRY S W A L E # 2 DR Y S W A L E # 1 UP DN EXIT ENTER WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 13 WLA MH: 13 WLA MH: 13 WLB MH: 7.5WLB MH: 7.5 LA-SLII-HS MH: 18 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLC MH: 12 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 LA-VW MH: 18 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.5 0.7 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.4 0.2 0.4 0.7 0.9 1.0 1.6 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.7 0.2 0.2 0.4 0.9 1.2 1.5 1.6 1.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 0.6 0.2 0.2 0.3 0.4 0.8 1.2 1.4 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.2 0.3 1.7 1.9 0.6 0.6 0.9 1.0 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.7 0.5 1.5 1.2 10.4 1.7 0.7 0.4 0.6 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.7 1.2 3.7 10.0 2.0 0.5 0.4 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 1.9 2.3 2.0 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.9 1.7 10.9 2.5 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 1.1 3.4 7.9 11.4 2.4 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.8 1.2 1.9 0.8 0.5 7.4 2.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.9 0.8 0.8 0.8 1.8 6.5 4.4 0.9 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.9 2.8 2.6 1.8 6.4 3.9 2.8 0.8 12.4 1.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.8 3.6 1.7 2.7 1.6 2.5 1.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.7 0.6 8.3 3.1 3.3 6.2 1.4 2.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.7 1.5 7.9 5.5 4.1 1.2 1.4 2.9 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.5 1.2 1.2 2.0 1.6 2.5 7.3 2.4 0.9 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.4 0.2 0.4 1.7 6.5 0.0 5.5 3.9 1.8 1.0 0.5 0.6 1.1 1.2 0.5 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.4 0.1 0.3 0.6 1.2 1.5 7.2 0.9 0.8 1.0 1.9 3.5 0.0 3.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.3 0.7 0.8 1.3 2.2 2.5 1.4 0.4 5.9 1.3 1.6 5.2 7.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 4.0 7.0 1.4 1.8 0.9 0.4 3.3 1.0 1.5 5.6 1.3 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 2.0 7.8 2.6 0.4 0.6 0.7 0.5 0.7 1.1 8.5 1.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 0.2 0.1 0.7 0.5 0.6 1.6 2.4 1.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.3 4.6 1.0 0.1 0.9 1.5 0.9 2.8 8.6 3.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.2 7.4 7.2 1.3 1.4 1.8 11.0 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.4 1.1 2.3 0.9 0.8 1.2 11.3 1.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 2.8 3.8 1.0 3.4 1.2 4.3 7.7 1.6 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 1.3 4.9 0.9 2.3 1.8 0.9 2.8 2.8 3.2 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.4 0.3 0.4 0.5 0.8 0.7 3.3 0.7 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 1.0 2.9 11.4 0.9 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 6.8 4.6 1.6 3.7 0.9 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 1.6 0.5 2.0 2.8 1.4 0.8 0.7 0.7 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.8 0.7 0.6 0.7 0.8 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1 0.01 Luminaire Schedule Symbol Qty Label Arrangement Lum Lumens Arrgmt Lum Lumens Lum Watts Arrgmt Watts Total Watts LLD LDD BF LLF BUG Rating Description MH 1 LA-SLII-HS Single 3754 3754 34 34 34 0.950 0.950 1.000 0.903 B1-U0-G1 GPC-SA1A-730-U-SL2-HSS 18 1 LA-VW Single 4775 4775 34 34 34 0.950 0.950 1.000 0.903 B3-U0-G1 GPC-SA1A-730-U-5WQ 18 15 WLA Single 1786 1786 28 28 420 0.950 0.950 1.000 0.903 B1-U0-G0 AMON WALL-840-070253 7, 13 25 WLB Single 1526 1526 13.5 13.5 337.5 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS1A-W 7.5 9 WLC Single 2164 2164 20.7 20.7 186.3 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS2A-W 9, 12 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Object_11_Planar Illuminance Fc 0.41 12.4 0.0 N.A.N.A. EXIT ELMIRA ROAD (NYS ROUTE 13/34/96) 33 ' R CONCRETE GUTTER PROPOSED ASPHALT PAVEMENT, SEE DETAIL 'B', THIS SHEET NYSDOT R.O.W. / PROPERTY LINE ℄ PROPOSED UNDERGROUND ELECTRIC 30.0' 33 ' R 39.8' 20 . 7 ' 446 445 44 4 444 443 442 441 440 443 442 NYSDOT R.O.W. / PROPERTY LINE PROPOSED COMMUNICATION LINE "DEER CROSSING NEXT 1 MILE" SIGN EX. UP L393 9 EX. UP 77782 1 "MERGING TRAFFIC" SIGN EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC PROPOSED HYDRANT PROPOSED END CAP PROPOSED 8" DI CL 52 WATER LINE E.O.L. E.O.L. 11 . 0 ' 15 . 1 ' (V A R I E S ) 7. 5 ' (V A R I E S ) TOPSOIL & SEED WITHIN R.O.W. PER NYSDOT SECTION 610.1402 & 610.1601 (TYP. BOTH SIDES) CONCRETE GUTTER DRIVEWAY OFFSET LINE 44 6 44 5 44 4 44 6 445 DRY S W A L E # 2 E.O.L. E.O.S.E.O.S. 11 . 0 ' 4. 8 ' (V A R I E S ) 21 . 0 ' (V A R I E S ) CONCRETE GUTTER TO REMAIN SAWCUT TO PROVIDE NEAT EDGE PROPOSED HEAVY DUTY SHOULDER, SEE DETAIL 'A', THIS SHEET 10.0'50.0' 3. 0 ' 6. 4 ' (V A R I E S ) NYSDOT STANDARD GENERAL PLAN NOTES 1. THE ROADWAY SHALL BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. 2. ROADSIDE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. 3. MATERIALS, EQUIPMENT AND VEHICLES SHALL NOT BE STORED OR PARKED WITHIN THE NEW YORK STATE RIGHT-OF-WAY. 4. WORK ZONE TRAFFIC CONTROL SHALL COMPLY WITH THE 2009 EDITION OF THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE NEW YORK STATE SUPPLEMENT, AND SHALL BE IN ACCORDANCE WITH THE NYSDOT CONTRACT OR HIGHWAY WORK PERMIT DOCUMENTS AND AS DEEMED NECESSARY BY THE NYS ENGINEER IN CHARGE. 5. NOTIFY NEW YORK STATE DEPARTMENT OF TRANSPORTATION RESIDENT ENGINEER AT THE APPLICABLE RESIDENCY, THREE WORKING DAYS PRIOR TO WORKING IN THE STATE RIGHT-OF-WAY. ONONDAGA EAST ONONDAGA WEST CORTLAND/TOMPKINS OSWEGO CAYUGA/SENECA (315) 458-1910 (315) 672-8151 (315) 756-7072 (315) 963-3730 (315) 539-3112 6. NOTIFY DIG SAFELY NEW YORK THREE WORKING DAYS PRIOR TO DIGGING, DRILLING OR BLASTING AT 1-800-962-7962, FOR A UTILITY STAKE-OUT. 7. ALL WORK CONTEMPLATED AND MATERIALS USED WITHIN THE NYS RIGHT-OF-WAY SHALL BE COVERED BY AND IN CONFORMITY WITH THE NYS DEPARTMENT OF TRANSPORTATION MAY 1, 2008 SPECIFICATIONS BOOK AND ANY SUBSEQUENT ADDENDA ALONG WITH ANY APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION STANDARD SHEETS, EXCEPT AS MODIFIED IN THESE PLANS AND IN THE ITEMIZED PROPOSAL. METRIC UNITS MAY BE CONVERTED TO ENGLISH. 8. QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 402 OF THE STANDARD SPECIFICATIONS. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED DEPTHS. 9. NO NIGHT WORK WILL BE ALLOWED UNLESS PRIOR APPROVAL IS GIVEN BY THE DEPARTMENT. ADDITIONAL MAINTENANCE AND PROTECTION OF TRAFFIC WILL BE REQUIRED INCLUDING THE ADDITION OF REFLECTIVE MATERIALS AND LIGHTING. 10. HAZARDOUS WASTE NOTIFICATION - THE PERMITTEE ACCEPTS THE RIGHT-OF-WAY OF THE STATE HIGHWAY IN ITS' AS IS CONDITION. THE DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO THE ABSENCE OF UNDERGROUND TANKS, STRUCTURES, FEATURES OR SIMILAR IMPEDIMENTS TO THE COMPLETION OF THE WORK PERMITTED HEREUNDER. SHOULD PERMITTEE FIND SOME PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION SHALL HAVE NO OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE DEAL WITH SUCH PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS. THE DEPARTMENT WILL PERMIT THE PERMITTEE TO REMOVE, MODIFY OR OTHERWISE DEAL WITH SUCH UNDERGROUND TANKS, STRUCTURE FEATURE OR IMPEDIMENT IF SUCH IS DONE IN A MANNER WHICH MEETS ACCEPTABLE ENGINEERING PRACTICE AND IS PRE-APPROVED BY THE DEPARTMENT OF TRANSPORTATION. SHOULD PERMITTEE DETERMINE THAT SUCH UNFORESEEN UNDERGROUND IMPEDIMENT RENDERS PERMITTEE=S WORK AS AUTHORIZED BY THIS PERMIT UNFEASIBLE, PERMITTEE SHALL HAVE THE OPTION OF RESTORING THE HIGHWAY TO ITS ORIGINAL CONDITION AND NOT PERFORMING SUCH WORK. 11. OPEN CUTTING OF THE ROADWAY SHALL NOT BE ALLOWED UNLESS PERMISSION IS GRANTED IN WRITING, BY THE REGIONAL TRAFFIC ENGINEER. NOT TO SCALE NYSDOT ASPHALT CONCRETE PAVEMENT SECTIONB PAVEMENT SECTION NOTES: 1. ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2. TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 407.0102 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. SPECIAL NOTE PG BINDER AND MIX DESIGN LEVEL REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 404 ASPHALT PAVEMENT ITEMS IN THIS SUBMITTAL. PG BINDER USE A PG 64S-22 (STANDARD) MEETING THE REQUIREMENTS OF AASHTO M 332, STANDARD SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS CREEP RECOVERY (MSCR), FOR THE PRODUCTION OF ASPHALT MIXTURES FOR THIS PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. WHEN TERMINAL BLEND CRM PG BINDER IS USED, THE FOLLOWING SHALL APPLY: • CRUMB RUBBER PARTICLES SHALL BE FINER THAN #30 SIEVE SIZE. • THE CRM PG BINDER SHALL BE STORAGE-STABLE AND HOMOGENEOUS. • THE DYNAMIC SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-MM GAP. • THE CRM PG BINDER SHALL BE 99% FREE OF PARTICLES RETAINED ON THE 600 ΜM SIEVE AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. USE OF POLYPHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS PROHIBITED FOR MIXTURES UNDER THIS CONTRACT. THIS PROHIBITION ALSO APPLIES TO THE USE OF PPA AS A CROSS-LINKING AGENT FOR POLYMER MODIFICATION. MIX DESIGN THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORDANCE WITH THE CRITERIA SPECIFIED IN THE ASPHALT PAVEMENT ITEMS THAT ARE APPROPRIATE FOR THE MIXTURE DESIGN LEVEL OF 50 GYRATIONS. NOTE: THE PG BINDER FOR THIS PROJECT MAY BE MODIFIED WITH CRM ADDITIVES TO MEET THE REQUIREMENTS STATED ABOVE. HANDLING OF THE ASPHALT MIXTURE SHALL BE DISCUSSED AT PRE-CONSTRUCTION AND PRE-PAVING MEETINGS. 1.5" TOP COURSE: NYSDOT ITEM 404.098301 - 9.5 F3 ASPHALT COURSE, 80 SERIES COMPACTION 2.5" BINDER COURSE: NYSDOT ITEM 404.198901 - 19 F9 ASPHALT COURSE, 80 SERIES COMPACTION 8" MIN. COMPACTED SUBBASE COURSE NYSDOT ITEM 304.15 SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL NYSDOT ITEM 207.21 12 " ED G E O F S H O U L D E R 6" NYSDOT ITEM NO. 404.258901 F9 BASE COURSE, 80 SERIES COMPACTION PLACED IN TWO LIFTS 2.0" NYSDOT ITEM NO. 404.198901 - 19 F9 BINDER COURSE, 80 SERIES COMPACTION 1.5" NYSDOT ITEM NO. 404.098301 - 9.5 F3 TOP COURSE, 80 SERIES COMPACTION 12" MIN. NYSDOT ITEM NO. 304.15 TYPE 4 SUBBASE RESTORE WHITE EDGE LINE WITH 4" WHITE EPOXY 685.11 ITEM 407.0102 TACK COAT BETWEEN COURSES ITEM 407.0102 TACK COAT VERTICAL EDGES MIRAFI 600X OR EQUAL NYSDOT 207.21 NOT TO SCALE NYSDOT HEAVY DUTY SHOULDER DETAILA PAVEMENT SECTION NOTES: 1. ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2. TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL HMA LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 418.7603 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. 3. PROVIDE ASPHALT JOINT SEALANT (ITEM NO. 418.7603) BETWEEN THE EXISTING AND PROPOSED ASPHALT. 430 440 450 430 440 450 0+00 1+00 2+00 3+00 3+15 A C-501 A C-501 NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. RESERVED PARKING 3' - 0 " 3' - 0 " 2' - 0 " M I N . 3' - 0 " 1' - 6 " 6" 1'-6" MUTCD #P4-6C BLUE & GREEN ON WHITE (SINGLE & BACK-TO-BACK ARRANGEMENTS) 2" DIA. ROUND OR SQUARE GALVANIZED STEEL POST 6" SCHEDULE 40 STEEL PIPE FILL W/ CONCRETE ROUND TOP PAINTED YELLOW ONE WRAP OF #30 ROOFING FELT PAVEMENT SURFACE GRANULAR SUBBASE SUBGRADE 3000 PSI CONCRETE NOT TO SCALE RESERVED PARKING SIGN IN PARKING LOT/DRIVED NOT TO SCALE ASPHALT CONCRETE PAVEMENT DETAILA 12 " 1-1/2" HOT MIX ASPHALT; TOP COURSE NYSDOT ITEM 403.178202M-TYPE 6F2 3" HOT MIX ASPHALT; BINDER COURSE NYSDOT ITEM 403.138902M-TYPE 3 COMPACTED SUBBASE COURSE NYSDOT ITEM 304.12 - TYPE 2 (2 LIFTS) SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL 18' (TYP.) 24' (VARIES) SEE SITE PLAN18' (TYP.) 60' 9' (T Y P . ) 9' - 0 " 9' - 0 " 9' - 0 " 3'-0" O.C. (TYP.) 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 REFLECTORIZED PAVEMENT SYMBOL - BLUE NYSDOT ITEM 685.14 12" WIDE SOLID YELLOW REFLECTORIZED PAVEMENT STRIPES (TYP.) NYSDOT ITEM 685.12 NOTE: 1. PAVEMENT MARKINGS SHALL BE EPOXY REFLECTORIZED AS SPECIFIED IN THE NYSDOT STANDARD SPECIFICATIONS SECTION 685, AND IN CONFORMANCE WITH THE MUTCD. HANDICAP PARKING SPACE STRIPING TYPICAL PARKING SPACE STRIPING HANDICAP PARKING SIGN (TYP.) NO PARKING SIGN NOT TO SCALE STRIPING DETAILSC NOT TO SCALE TYPICAL SIDEWALK DETAILB CONCRETE SIDEWALK WIDTH VARIES SEE SITE PLANS 6" 6" FINISHED GRADE COMPACTED SUBGRADE COMPACTED SUBBASE WELDED WIRE FABRIC 4"x4" MESHNOTES: 1. CONCRETE SHALL BE 4000 P.S.I. (MIN.) AIR ENTRAINED CONCRETE. 2. FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED EVERY 25', AND MARKED JOINTS SHALL BE AT 5' SPACING AND FORMED BY A GROOVING TOOL. 3. ALL EXPANSION JOINTS SHALL BE FILLED WITH BITUMINOUS FILLER MATERIAL. 4. CONCRETE SURFACE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. 5. MATERIALS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 608. SLOPE 1/4" PER FT. AWAY FROM BUILDING SEWER MAIN WATER MAIN 5' MIN.5' MIN. WATER 5' MIN.5' MIN. 6" EXISTING GRADE HORIZONTAL VERTICAL WATER SEWER 10 ' M I N . SECTION 6"6" C-502 A C-502 A NOTE: 1. IF DISTANCE FROM WATER MAIN TO SEWER JOINT IS LESS THAN 5' MIN., THEN ALL SEWER JOINTS WITHIN 10' SHALL BE ENCASED IN CONCRETE. (CONCRETE SHALL BE INSTALLED TO NEXT BELL OR COLLAR BEYOND THE 5' MIN.) NOTE: 1. A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE MAINTAINED BETWEEN WATER MAINS AND ALL STORM AND SANITARY SEWERS. ANY DEVIATION OF THE MINIMUM 10' HORIZONTAL SEPARATION SHALL BE APPROVED BY THE REVIEWING AGENCY PRIOR TO CONSTRUCTION. PIPE JOINTS SHALL BE ENCASED IN CONCRETE AT THIS LOCATION. LENGTH OF ENCASEMENT SHALL BE 2' AT EACH JOINT. 6" PER MANFACTURER D FINISHED GRADE TRENCH EXCAVATION SIDE SLOPE PER OSHA REQUIREMENTS COMPACTED TO 95% PIPE EMBEDMENT 12" TYP. 4" TOPSOIL & SEED DE P T H V A R I E S (W A T E R - M I N . 5 ' - 0 " ) 12 " 6" 12" LAWN AREA PAVED AREA PAVEMENT SECTION SEE DETAIL NOTE: 1. CONTRACTOR SHALL RESTORE UNIMPROVED SURFACES WITH TOPSOIL AND SEED. 2'-6" 1' - 6 " (M I N . ) AS R E Q U I R E D 2' - 0 " (M A X . ) NOTE: 1. DO NOT BLOCK HYDRANT DRAIN PORT WITH CONCRETE. 2. HYDRANT SHALL BE KENNEDY K81. 3. HYDRANT SHALL HAVE 4' HIGH REFLECTIVE FIBERGLASS MARKER BOLTED TO HYDRANT FLANGE. 4. IF HIGH GROUNDWATER EXISTS, CONTRACTOR SHALL PLUG WEEP HOLES AND NOTE ON HYDRANT. HYDRANT UNDISTURBED EARTH 3000 PSI CONCRETE 0.5 CUBIC YARD GRANULAR STONE 3000 PSI CONCRETE GATE VALVE ADJUSTABLE VALVE BOX 4" OF 3000 PSI CONCRETE FINISHED GRADE UNDISTURBED EARTH HARNESSED JOINTS (TYP.) 1'-6" (SQUARE) FINAL GRADE 5' - 0 " M I N . C O V E R 3'-0" MIN. 2' - 0 " VALVE BOX COVER SHALL BE LABELED "WATER" TWO OR THREE PIECE CAST IRON VALVE BOX 4" GATE VALVE MECHANICAL JOINT RESTRAINED ADAPTER (TYP.) WATER MAIN VIEW ROTATED FOR CLARITY #4 STEEL REBAR ANCHOR ROD (TYP.) BEND AS REQ'D 3000 PSI CONCRETE ANCHOR BLOCK 3'-0" WIDE SELECT GRANULAR MATERIAL 6" AA C B B 3000 PSI CONCRETE 3000 PSI CONCRETE UNDISTURBED EARTH PIPE SIZE DIMENSION 8" 1'-8" 1'-8" 1'-8" A B C ELEVATIONPLAN PROPOSED 8" WATER MAIN 5" STORZ QUICK CONNECT NOT TO SCALE TAP SLEEVE & VALVE (TS&V) DETAILH NOT TO SCALE TYPICAL THRUST BLOCK FOR TEE, TAP SLEEVE AND VALVE (TS&V)G NOT TO SCALE TYPICAL SEWER & WATER SEPARATION DETAILF NOT TO SCALE TYPICAL UTILITY TRENCH DETAILK NOT TO SCALE VALVE BOX DETAILI NOT TO SCALE TYPICAL HYDRANT INSTALLATION DETAILJ 6" 6" 18 " 4" 4"9"4" 6" O R 1 2 " 6" O R 9 " TOP OF CURB GRADE LINE BOTTOM OF CURB 4,000 P.S.I. AIR-ENTRAINED PORTLAND CEMENT CONCRETE 1 1\2' R ASPHALT FILLER (50-60) NYSDOT ITEM 702 SEE PAVEMENT SECTION THIS SHEET COMPACTED SUBGRADE NYSDOT ITEM 304.15M - OPTIONAL TYPE VERTICAL FACE NOTES: 1. CURB SHALL BE CAST IN PLACE; NYSDOT ITEM 609.04 - TYPE B150. 2. EXPANSION JOINTS SHALL BE OF 1/2" PREMOLDED BITUMINOUS JOINT FILLER PLACED AT 12 FOOT INTERVALS, TO FULL DEPTH OF CURB. UPON REMOVAL OF FORMS AND/OR FINAL FINISHING, ALL CONCRETE TO BE SPRAYED WITH WHITE - PIGMENTIC MEMBRANE CURING COMPOUND. TAPE R E D A T : 4 1 SITE CURB TERMINAL TYPICAL SECTION 1 3 NOT TO SCALE SITE CURBING DETAILSE NOTES: 1. GALVANIZED END SECTION SHALL BE ORDERED ONE SIZE LARGER THAN NOMINAL DIAMETER OF PIPE WHEN ATTACHING TO SICPP. 2. END SECTIONS TO BE INSTALLED ON ALL PROPOSED STORM SEWER INLETS AND OUTLETS. PROPOSED GRADE 3/8" ANCHOR BOLTS THRU TOE PLATE (TYP) SIZE VARIES NOT TO SCALE FLARED END SECTIONA 12 " 12" 3000 PSI CONCRETE 3000 PSI CONCRETE 2"VARIES 8" (MAX.) 2" 4" ℄ CROSS SECTION ELEVATION NOT TO SCALE PEA GRAVEL STRIP DETAILC 1'-6"12" 1' 6" M I N . PEA GRAVEL MIRAFI 600X OR APPROVED EQUALCOMPACTED SUBGRADE COMPACTED SUBBASE MIRAFI 600X OR APPROVED EQUAL 6" TOPSOIL, SEED AND MULCH PROPOSED GRADE SEE GRADING AND DRAINAGE PLANS PAVEMENT SECTION 1' VARIES (L1) L1 A C-503 C-503 A GALVANIZED END SECTION STORM OUTLET EXTEND RIP-RAP TO TOP OF PIPE 6" SELECT GRANULAR MATERIAL RIP-RAP LIGHT, MEDIUM OR HEAVY STONE FILLING FILTER FABRIC MIRAFI 160N OR APPROVED EQUAL NOT TO SCALE RIP-RAP APRON DETAILB W2W1 6" 18 " PIPE SIZE DIMENSION 12"4' 8' 8' W1 W2 L1 3 1 1 3 SECTION PLAN VIEW DRY SWALE TABLE BOTTOM TOP OUTLET WQV DEPTH DS-1 DS-2 441.0439.0 1.5 442.0440.0 1.5 NOT TO SCALE DRY SWALE DETAILE WIDTH 6' 8' 440.5 441.5 COMPACTED SUBGRADE 1 FILTER FABRIC MIRAFI 160N OR EQUAL UNDERDRAIN 4"Ø PERFORATED CORRUGATED POLYETHYLENE TUBING RUN TO DAYLIGHT 8" NYSDOT ITEM 203.07 MATERIAL DESIGNATION 703-0202, MEETING NO. 2 SCREEN-SIZE DESIGNATION 18" MIN. PERMEABLE SOIL MEETING NYSDOT ITEM 208.0103 22 BIORETENTION AND DRY SWALE SOIL 2" 5' CL 4" TOPSOIL, SEED & MULCH NOTE: 1. CLEANOUTS SHALL BE INSTALLED EVERY AT THE START OF EACH RUN PER DETAIL ON THIS SHEET. T.O.B. SPILL WAY ELEV. BOTTOM ELEV. 4 LENGTH 88' 55' NOT TO SCALE INFILTRATION BASIN SECTIOND 100-YEAR WSE WATER QUALITY VOLUME BASIN BOTTOM SEEDED WITH WQ SEED MIX FOREBAY BERM EMERGENCY SPILLWAY OUTLET PIPE 1 4 MIN. SEDIMENT FOREBAY AS REQUIRED TOP OF BERM INLET PIPE (TYP.) DAYLIGHT UNDERDRAIN 4" PERF. HDPE UNDERDRAIN IN STONE DRAINAGE LAYER AT UNDERDRAIN LOCATIONS 6" TOPSOIL WITH 6" DRAINAGE STONE ABOVE AND BELOW 4" UNDERDRAIN 1. 2 ' INFILTRATION BASIN TABLE BOTTOM TOP OUTLET WQV DEPTH INF-1 INF-2 437.0435.0 1.5 433.5432.0 1.0 436.5 433.0 10-YEAR ELEV. 100-YEAR ELEV. 10-YEAR ELEV. 100-YEAR ELEV. 436.27 432.11 436.66 432.56 440.63 440.82 440.86 441.46 4" PERFORATED UNDERDRAIN 6" 6" (TYP) 3'-0" SLOPE 3000 PSI CONCRETE GRADE SLAB VALVE BOX COVER COUNTER SUNK PLUG PVC SCH 40 ELBOW PVC SCH 40 ELBOW PVC ADAPTER 6" LAYER OF NYSDOT ITEM NO. 203.07 SELECT FILL COMPACTED TO 95% DENSITY PROPOSED GRADE #4@6" EACH WAY TOP & BOTTOM 4" SCH 40 PVC CLEANOUT STACK NOT TO SCALE DRY SWALE CLEANOUTJ SET TRENCH 12" MAX. BELOW EXISTING GRADE ” ” “” “” Town of Ithaca 3/15/2024 ZBAA-23-31 Zoning Board of Appeals Area Variance Application Status: Active Submitted On: 12/10/2023 Primary Location 4 Schickel Rd Unit EZC Carolinas LLC Ithaca, NY 14850 Owner EZC Carolinas LLC 21525 Sandy Cove Rd Cornelius, NC 28031 Applicant Mark Martinek 231-735-1271 mark@greenscenelg.com 2079 Dryden Rd Freeville, NY 13068 Internal Only-Review Tax Parcel No. 36.-2-14 Is Planning Dept. Approval Required? No Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? Yes GML-239 Reason for Review* The right of way of any existing or proposed county or state road Type of Variance Area Variance Appearance Date for Variance 1/23/24; 2/27/24; 3/26/24 ZBAA-23-31 about:srcdoc 1 of 15 3/15/2024, 11:14 AM Variance Code Language ZBAA-23-31 Appeal of EZC Carolinas LLC, owners; Mark Martinek, Agent; of 4 Schickel Road, Ithaca, NY, 14850; is seeking relief from Town of Ithaca Code section 270-61 (Building area) to build a 24'x26'’ garage building in the rear yard. Town of Ithaca Code 270-61 allows for a maximum building area of 10%, where the proposed building area would be increase to approximately 18%. The current property is located in the Low-Density Residential Zone, Tax Parcel No. 36.-2-14 Variance Code Section 270-61 Internal Tasks to be Completed Meeting Result (First Appearance) Adjourned Meeting Result (Second Appearance) Adjourned Is Applicant Ready to Re-Appear? Yes Additional Meeting is Additional Meeting with Public Hearing Materials For GML-239 Were Sent 01/08/2024 Deadline for Hearing Notice to Journal 3/14/24 Public Hearing Notice Was Sent 03/13/2024 Neighbor Notiﬁcation Letters Were Sent 03/15/2024 Date Sign Was Picked-up 03/08/2024 Material Packets Sent to ZBA Members 03/15/2024 ZBAA-23-31 about:srcdoc 2 of 15 3/15/2024, 11:14 AM Historical Only Address aﬃliated with request Status Applicant's Information Applicant is* Contractor Is the primary point of contact for application diﬀerent than the applicant?* No If the applicant is NOT the owner, a letter/email from owner designating the applicant as agent or a copy of the contract with owner's signature will need to be provided. Description Brief Description of Variance Request* Looking to get a variance for the construction of a 28x26 detached Garage. Looking for a buildable percentage of lot variance. Area Variance Criteria Form 1. Will an undesirable change be produced in the character of the neighborhood or be a detriment to nearby properties?* No ZBAA-23-31 about:srcdoc 3 of 15 3/15/2024, 11:14 AM Reasons: I do not believe so. The Storage Building will be in the backyard and mostly not visible. 2. Can the beneﬁt sought by the applicant be achieved by a feasible alternative to the variance?* No Reasons: The existing home is built on a slab and had no stage. The existing garage is big enough to hold the 2 vehicles and then has no storage. 3. Is the requested variance substantial?* No Reasons: I this the are variance I am applying for is 341 sq ft. 4. Would the variance have an adverse impact on the physical or environmental conditions in the neighborhood?* No Reasons: I do not believe so. The storage building will be in the backyard and mostly not visible. ZBAA-23-31 about:srcdoc 4 of 15 3/15/2024, 11:14 AM 5. Is the alleged diﬃculty self-created?* No Reasons: When the property was purchase, there was no storage for any lawn equipment or outside furniture. Aﬃdavit The UNDERSIGNED respectfully submit this application requesting an appearance before the Zoning Board of Appeals. By ﬁling this application, I grant permission for members of The Town of Ithaca Zoning Board of Appeals or Town staﬀ to enter my property for any inspection(s) necessary that are in connection with my application. I acknowledge, that completed applications are scheduled on a ﬁrst-come ﬁrst-serve basis and that all documents ideally be submitted forty-ﬁve (45) days advance of the proposed meeting date, together with the required application fee. Failure to do so may result in a delay in my hearing. Digital Signature* Mark Martinek Dec 10, 2023 Meeting Date 02/27/2024 PAYMENT INFORMATION After submission, Code Department Administration will review the application and materials provided. After review, and email with instructions for paying the fee online with credit card or E-check will be sent to the applicant. If it is preferred to pay by check, cash or money order: *Mail to Code Enforcement, Town Hall 215 N. Tioga St, Ithaca, NY 14850 *Drop oﬀ during business hours to Town Hall M-F 8-4 *Place in locked box next to the door on the Buﬀalo St side of Town Hall ZBAA-23-31 about:srcdoc 5 of 15 3/15/2024, 11:14 AM COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. January 16, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Area Variance for proposed storage building located at 4 Schickel Road, Tax Parcel #36.-2-14, EZC Carolinas LLC, Owner; Mark Martinek, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability Narrative for The Area Variance for the Storage Building at 4 Schickel Rd We are seeking the variance to be able to construct a 28x26 Detached Garage in the Backyard. The existing home has no storage for lawn tools, lawn machinery, outside furniture, Trailer with ATV and UTV, Shop area etc. The home is built on a cement slab. (No Basement) The existing attached garage is 22x20. It will fit the 2 cars, but has no room for anything else. We would like to build the storage building to store Lawn Equipment and Tools, Outdoor Furniture, Atv’s, Have a Workshop and etc. COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. January 16, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Area Variance for proposed storage building located at 4 Schickel Road, Tax Parcel #36.-2-14, EZC Carolinas LLC, Owner; Mark Martinek, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability ZBAA-24-1 about:srcdoc 1 of 7 1/26/2024, 2:53 PM ZBAA-24-1 about:srcdoc 2 of 7 1/26/2024, 2:53 PM ZBAA-24-1 about:srcdoc 3 of 7 1/26/2024, 2:53 PM ZBAA-24-1 about:srcdoc 4 of 7 1/26/2024, 2:53 PM ZBAA-24-1 about:srcdoc 5 of 7 1/26/2024, 2:53 PM 1 Michael Kuo From:Mark Stonier <MStonier@town.ithaca.ny.us> Sent:Wednesday, January 10, 2024 10:53 AM To:Michael Kuo Cc:Marty Moseley; Michael Niechwiadowicz Subject:fence BLD 23-234 Michael, This email will serve as the denial to your permit BLD 23-234 due to the new fence being installed that is eight feet high. This is not permissible per the town’s local zoning ordinances, as six feet is the allowable maximum height without a variance. Cornell will need this denial email to allow them to apply for a variance applica&on to seek a variance to install this fence with the town’s ZBA board to install the fence. It would also be advisable that Cornell reaches out to the director of planning to see if there are any planning concerns with the exterior changes being made due to this proposed project. Un&l this is resolved the building permit applica&on will remain on hold. Best, Mark Stonier Electrical Inspector/ Code Enforcement Officer Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 MStonier@town.ithaca.ny.us (607)273-1783 ext.116 Facilities and Campus Services Michael R. Kuo Project Manager 119 Humphreys Service Building Ithaca, New York 14853 c. 347.885.9121 e. michael.kuo@cornell.edu Diversity and Inclusion are a part of Cornell University’s heritage. We’re an employer and educator recognized for valuing AA/EEO, Protected Veterans, and Individuals with Disabilities January 18, 2024 Town of Ithaca Code Enforcement & Zoning 215 North Tioga Street Ithaca, NY 14850 Attn: Marty Moseley Re: East Hill Plaza Joint Backup Call Center Dear Mr. Moseley: The purpose of this letter is to support the application for an Area Variance from the Zoning Board of Appeals and provides a narrative description the subject project and circumstances under which strict observance of the Town Code would impose practical difficulties and/or unnecessary hardship. The Joint Backup Call Center is a partnership between Tompkins County Public Safety and Cornell University Public Safety to create a redundant, offsite location to provide emergency communications services. This site was selected due physical conditions that made it the most viable location: · Tompkins County is seeking to construct a backup location for their primary emergency dispatch center. Cornell University is providing office space at East Hill Plaza, a Cornell-owned building for shared use between the two public safety entities. · Multiple, alternative sites within the County were evaluated and this site was selected because of unique characteristics, including immediate availability, adequate size, central location and close proximity to major arterial roads and direct line-of-sight with existing public safety communications towers. The County was granted a variance to Code Section EBC-1006.2 under Petition #2023-048 which is subject to the following conditions: 1) Structural separation of the call center from the rest of the building will be provided. 2) Provide emergency generator capacity to 72-hours. 3) Locate the transfer switch from the main building to inside the call center. 4) Re-routing the emergency power feeder underground instead of through the main building. 5) Installing full sprinkler coverage within the call center. 6) All new communications infrastructure supporting the center shall not be anchored to the main building. The request for a variance is to seek permission to install a generator screen at a height of 8’-0”. The Town Code limits fence height to 6’-0” with various exceptions that do not apply to this installation. The requested height is the minimum required to properly enclose and screen the equipment. The existing screen currently encloses an existing transformer has a height of 7’-0”. If you have any questions or require additional information, please feel free to contact me at any time. Sincerely, Michael R. Kuo CC: Michael Niechwiadowicz STATE OF NEW YORK DEPARTMENT OF STATE O NE C OM M ER CE P LAZA 99 W ASH INGT ON A VENUE ALBANY, NY 12231-0001 WWW.DOS.NY.GOV KATHY C. HOCHUL GOVERNOR R OBERT J. R ODRIGUEZ SECRETARY OF S TATE CAPITAL REGION – SYRACUSE BOARD OF REVIEW ---------------------------------------------------------- In the Matter of the Petition of: DECISION TOMPKINS COUNTY DEPARTMENT OF EMERGENCY RESPONSE For a Variance to the New York State Uniform Fire Prevention and Building Code PETITION NO. 2023-0248 ---------------------------------------------------------- Upon the application of TOMPKINS COUNTY DEPARTMENT OF EMERGENCY RESPONSE, and upon taking testimony and hearing argument thereon at a duly noticed hearing before the Capital Region – Syracuse Board of Review, also held via videoconference call (WebEx) at the following location, Hughes State Office Building, 333 East Washington Street, First Floor, Room B, Syracuse, NY 13202, and upon all other papers in this matter, the Board makes the following determination. NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to alterations to a tenant space, approximately 1,314 square feet in area, Construction Type IIB, one story in height, located at East Hill Plaza, 315-369 Pine Tree Road, Suite 180, Town of Ithaca, County of Tompkins, New York State. The petitioner is seeking relief from: 19 NYCRR Part 1227, The Existing Building Code of New York State, Section 1006.2, which states: Where a change of occupancy results in a structure being assigned to a higher risk category, the structure shall satisfy the requirements of Sections 1608 and 1609 of the Building Code of New York State for the new risk category. 19 NYCRR PART 1227, The Existing Building Code of New York State, Section 1006.3, which states: Where a change of occupancy results in a building being assigned to a higher risk category, the building shall satisfy the requirements of Section 1613 of the Building Code of New York State for the new risk category using full seismic forces. [The petitioner requests relief to allow alterations that do not fully comply with the referenced sections.] Petition No. 2023-0248 Page 2 FINDINGS OF FACT 1. The Petitioner states that the building is of mixed use, retail and office occupancies; the building was constructed in 1970 as a retail mall, approximately 112,000 square feet, 1 story in height; the subject space is one story in height, 1,314 square feet in size, located in the northeast corner of the building. 2. The subject building’s construction type is Type IIB noncombustible unprotected construction. 3. The subject building’s occupancies are ‘B’ Business, communications center and Section 309.1 Mercantile ‘M’, retail stores. 4. The Petitioner states the change of occupancy of the business office space to an Emergency Communication Center initiated the change of Risk Category from type II to type IV for structural analysis of the existing building’s structure. 5. The increase in snow load, wind load and seismic resistance safety factors due to the new Category IV status revealed that the existing structure is deficient structurally. 6. The Petitioner states that the building space is being leased from Cornell University, and that extensive structural upgrades to the space would be an excessive economic burden and would impose an additional delay for completion. 7. The County’s alternative Emergency Response Communication Center will share space with Cornell University Public Safety Alternative Communication Center allowing for close cooperation between the University and County emergency management personnel. 8. The Petitioner states that the location is optimal, fiber optic communication lines are present, the site provides “a line of sight” to the Tompkins County Radio Tower and Verizon 16 CAMA trunks (911) and 2 ALI lookup circuits, essential to communications. 9. The Petitioner proposes structurally separating the two perimeter sides that adjoin the building, thus allowing the building to perform as two independent structures. 10. The Petitioner states that the new space is to be protected by a sprinkler system, which is not required. 11. The Petitioner states that the existing space’s perimeter consist of one 12-inch concrete masonry wall and the remaining other three are 8-inch concrete masonry walls. The owner could not identify if the concrete masonry walls were reinforced or not. 12. The Petitioner’s Code Compliance Officer has testified that the University is designing the Communication Center in accordance with standard UL 827. Petition No. 2023-0248 Page 3 13. The representative from the City of Ithaca Fire Department Fire Marshall testified that the City Fire Department does not oppose the granting of a variance. 14. The local Code Official has been consulted in this matter and neither supports nor opposes the granting of variance under Part 1205. CONCLUSIONS OF LAW This proposed variance will not substantially adversely affect the Uniform Code’s provisions for health, safety and security. Strict compliance Uniform Fire Prevention and Building Code with sections above would entail practical difficulties, unnecessary hardship or would otherwise be unwarranted because such would create an excessive and unreasonable economic burden; would inhibit achievement of some other important public policy; would be unnecessary in light of alternatives which, without a loss in the level of safety, achieve the intended objective of the code. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1227, The Existing Building Code of New York State, Section 1006.2, and Section 1006.3, be GRANTED with the following conditions: 1. The Petitioner shall add a code compliant automatic sprinkler system and the system shall not be a limited area sprinkler system. 2. The Petitioner shall verify that the structural independence and improvements proposed as identified in Exhibit C, be completed at designed. Furthermore, it should be noted that the decision of the Board is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. Acting Chairman Andrew Garlock, and members, Gail Swistak, Jeffery Hinderliter and James Burton all concur. So ordered. Capital Region – Syracuse Board of Review ----------------------------------------------- By: Andrew Garlock, Acting Chairman Date: TJD: nc COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. February 5, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Area Variance for proposed East Hill Plaza Fence located at 361 Pine Tree Road, Tax Parcel #62.-2-1.121, Cornell University, Owner; Michael Kuo, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):Agriculture □ Urban □ Forest SEAF 2019 Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local ag ency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 12.a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. February 5, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Area Variance for proposed East Hill Plaza Fence located at 361 Pine Tree Road, Tax Parcel #62.-2-1.121, Cornell University, Owner; Michael Kuo, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability CBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCB CB CBCB CBCB CB CB CB CB CB CBCBCBCBCBCBCBCBCBCBCBCBCBCBCB CB CBCBCBCBCB CBCB CB CBCB CB CB CB CB CB CB CB CB CB CB CBCBCBCBCB CB CB CBCBCBCBCBCB CBCBCBCB CB CB CB CB CBCB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CB CB CB CB CB CB CBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCBCB CB CB CBCBCBCB CB CB CB CB CBCBCB CB CBCBCBCBCB CB CB 191920202021212121202020201919 191920202021212121202020201919 191920202021212121202020201919 191920202021212121202020201919 1919202020212121212020202019191919 212020202021 2121212121212121212121212121 CBCBCBCBCBCBCBCBCB21345678UTILITY TUNNEL HORSE TRACKHORSE TRACKFOOTBRIDGEDECKDECKDECKCDCDPOOLDECK DECK PAVED PARKING PAVED PARKING POOL P U PAVED PARKING PAVED PARKING PAVED PARKING PAVED PARKING ARKING NPAVED PAVED PARKING UNPAVED PARKING UNPAVED PARKING ATHLETIC FIELDPOOLMONUMENTPLATFORM STANDS SCOREBOARD ATHLETIC FIELD FP FPFPSCOREBOARD POOL DECK DEBRIS DEBRIS DECK DECK DECK DECK PAVEDPAVEDPARKING PARKING PARKINGPARKINGPARKING PARKING PARKING PAVED PAVED PAVEDPAVEDUNPAVED PAVED PAVED PARKING PARKING PAVED PARKING PAVED PARKING PAVED PARKING STACK FOUNTAIN ROCKS ROCKS ROCKS DECK DECK DECKPOOL DECK PARKING GARAGE DECK DECK DECK POOL DIARBOR UNPAVED PARKING PAVED PARKING POSTS PARKING PARKING ROCKS PARKING POSTS PARKING PARKING PLATFORM PARKING PARKING AREA PAVED PAVED PAVED PAVED PAVED PAVED UNPAVED DECK BUILD O.H. DECK DECK DECK O.H. DECK O.H. O.H. PLAYGROUND CD DECK DECK DECK DECK DECK OH PLAYGROUND BUILD. O. H. UNPAVED PARKING DECK BLD OH DECK BLDG.OH DECK DECK BLD. OH TENNIS COURT TENNIS COURT DECK DECK TENNIS COURTS S S POOL DECK S MB DE C K DECK S S MB LP DE C K S S S DECK DECK DECK CD BUILD O.H.STEPS GOLFCOURSEGOLFCOURSE GOLFCOURSE GOLFCOURSEGOLF COURSEGOLF COURSEGOLF COURSEPARKINGPARKINGPARKINGPARKINGPARKINGPARKING GOLFCOURSEDRIVEOBSCURED BASEBALLFIELDPARKING TANKGOLFCOURSEGOLFCOURSEPARKINGPARKINGPARKINGPARKINGPARKINGS/PS/PS/P S/PS/PS/P S/P S/P S/P S/P S/P SILO SILO PARKING GOLFCOURSEGOLFCOURSE GOLFCOURSE GOLFCOURSE GOLFCOURSE SCALES/P S/PFP DAM PLAY AREA TANK PARKING PIPE LINE PIPELINE PIPE L I N E PIP E L I N E PIP ELI NE PIPELINE PIPELINE PIPE LINE PIPE L I N E PIPELINE FP FP S/P S/P PARKING POOL POOL RW PLAYGROUND NEW YORK STATE ROUTE 13ROADBROWNMATERIALWITH A COVERONLYONLY#53 BROWNROAD CBORD#61 BROWNROAD#55BROWNROAD#20 THORNWOODDRIVE #33 THORNWOODDRIVE #22 THORNWOODDRIVE #95 BROWNROADB&T PARKPONDCOURTYARD BYMARRIOTT NEW YORK STATE ROUTE 13 POOL TANK TANK CB DECK DECK DECK SUB-STATION TANK TANK TANK PILE DECKS POOL DECK DECK DECK DECK DECK DECK DECK DECK POOL DECK TANK STACK DECK DECK DECK DECK DECK DECK DECK DECK DECKS ROCKS DECK DECK DECK CONC. SLAB POOL TANK TANK DECK DECK DECK TANKPOOL CB SUB-STATION TANK TANK SSDECKDECKDECKDECKDECKDECKDECKDECKDECKSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPAVEDPARKINGPAVEDPARKINGPAVEDPARKINGPAVED PARKINGPAVEDPARKINGPAVEDPARKINGSDECKOBSCUREDPAVED PARKINGSSPAVED PARKINGPAVEDPARKINGPAVEDPARKINGSSPOOLCEMETERYCEMETERYCEMETERYCEMETERYC E M E T E R YPARKINGPAVEDPAVEDPARKINGPARKINGBRIDGE U/CROAR U/CROAR U/CBASEBALLSEWAGEFACILITYT/CPOSTSSSPOSTSPAVEDPARKINGVillage of Cayuga HeightsTown of IthacaCity of Ithaca Ci t y o f I t h a c a To w n o f I t h a c a To w n o f I t h a c a To w n o f D r y d e n Town of Ithaca Town of Drydenxxxxxxxxxxxxxxxxxxxxxxx Ostrander Barn **Building is Buried** RAMP RWDECKDECKDECKDECKDECKDECKDECKDECK DECKDECKDECKSTACKPLAYGROUNDPLAYGROUNDDECKDECKDECKDECKDECKDECKB.B.COURTRECREATION AREAPAVEDPARKINGROCKSDECKDECKDECKPAVED PARKINGPAVEDPARKINGTANKDECKFOOTBRIDGEDECKOBSCUREDROCK OUTCROPSOBSCUREDROCK OUTCROPPAVEDPARKINGTRELLISDECKDECKSSSPAVED PARKINGPAVEDPARKING 231 SS S ELECTRIC UP FPBLBLBLBLBLBL 911BUILDING S S SSS S S S S S S S S BLBLBLBLBLBLBLBLBLBLBLBL726 Univ. Ave.**Site of removed undergroundoil tank and contaminated soil.Contact EH&S prior to digging** **Remnants of formerMorse Chemical labin this area; soil maycontain chemicaland heavy metal residuals.Contact EH&Sprior to anysubsurface work.** X XX X X X X X X SPSP DEC K UPBL Location of former refuse disposal site. Do not excavate in this vicinity until contacting EH&S at 255-8200 for further details. Buried solid waste is present at this location. Location of former undergroundpetroleum storage tanks removed in1993 and 1996. Exploratory test pitsor borings are recommended in thisarea to determine whether residualcontamination is present. Excesscontaminated soils will need to beproperly disposed of. Contact EH&Sat 255-8200 for further details.Location of former undergroundpetroleum stoage tanks removed in1996. Exploratory test pits or boringsare recommended in this area to determinewhether residual contamination is present.Excess contaminated soils will need to beproperly disposed of. Contact EH&S at255-8200 for further details. Location of former transformer storage area. Exploratory test pits or borings are recommended in this area to determine whether residual contamination is present. Excess contaminated soils will need to be properly disposed of. Contact EH&S at 255-8200 for further details. Location of oil-filled transformers. Exploratory test pits or borings are recommended in this area to determine whether residual contamination is present. Excess contaminated soils will need to be properly disposed of. Contact EH&S at 255-8200 for further details. Location of 2003 oil spill. Exploratorytest pits or borings are recommendedin this area to determine whetherresidual contamination is present.Excess contaminated soils will needto be properly disposed of. ContactEH&S at 255-8200 for further details. Area of multiple historical Ethylene Glycol releases. Exploratory test pits or borings are recommended in this area to determine whether residual contamination is present. Excess contaminated soils will need to be properly disposed of. Contact EH&S at 255-8200 for further details. Do not excavate in this vicinity until contacting EH&S at 255-8200 for further details. Buried solid waste is present at this location. Former pesticide residue dump. Do not excavate in this vicinity until contacting EH&S at 255-8200 for further details. Location of former Ostrander Barn. Exploratory test pits or borings are recommended in this area to determine whether residual contamination is present. Excess contaminated soils will need to be properly disposed of. Contact EH&S at 255-8200 for further details. BLBLBLSIGN APPROX LOCATIONBURIED ELEVATEDTANK FOOTERSAPPROX LOCATIONBURIED ELEVATEDTANK FOOTERSAPPROX LOCATIONBURIED ELEVATEDTANK FOOTERSBLBLBALLFIELDTANKSETTLINGPONDSSETTLINGPONDS#35 THORNWOODDRIVE#15 THORNWOODDRIVE Location of Cornell Bore Hole Observatory Contact EH&S at 255-8200 for further details. 2583E 2583F 2583H 40 12 7273 123 247 46 26 56 25 66 74 274 79 118 117 341 795 172 170 172B 172C 172D 10003 10026 10027 10064 10050 173 10004 10065 10066 10063 172A 10068 10051 xxxx UP UP 2583D 2583G 104 105 105 998 36 10055 180 180A 180B 180C EXTERIOR ELEVATION 1 X-100 X-100 1 1 INTERIOR ELEVATION 1 X-100 SECTION MARKER 1 X-100 ENLARGED DETAIL CONSTRUCTION KEYED NOTE DEMOLITION KEYED NOTE DRAWING REVISION NOTE LINETYPE: TO BE PROVIDED / NEW LINETYPE: DEMOLITION / TO BE RELOCATED LINETYPE: EXISTING TO REMAIN # # # 1 11 11 PHOTO/ VIEW REFERENCE1/ A-101 GENERAL T-001 TITLE SHEET CIVIL C-101 SITE DEMOLITION & IMPROVEMENT PLANS STRUCTURAL S-001 STRUCTURAL GENERAL NOTES S-101 STRUCTURAL ROOF PLANS S-501 DETAILS S-502 DETAILS S-503 DETAILS S-504 DETAILS ARCHITECTURAL A-001 GENERAL NOTES, STRUCTURAL DETAILS AND WALL TYPE A-002 CODE COMPLIANCE PLAN A-101 DEMOLITION, RENOVATION & FINISH PLANS A-102 REFLECTED CEILING PLANS A-103 ROOF DEMOLITION AND RENOVATION PLANS A-601 SCHEDULES AND DETAILS FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 Cornell University EAST HILL PLAZA JOINT BACKUP CALL CENTER T-001 15841375 TITLE SHEET FE DESIGN MEW 2583 NOVEMBER 10, 2023 EAST HILL PLAZA JOINT BACKUP CALL CENTER 361 PINE TREE ROAD ITHACA, NEW YORK 14850BUILDING CODE SUMMARY APPLICABLE CODES 2020 NYS BUILDING CODE 2020 NYS EXISTING BUILDING CODE 2020 NYS FIRE CODE 2020 NYS PLUMBING CODE 2020 NYS MECHANICAL CODE 2020 NYS ENERGY CONSERVATION CODE 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2010 AMERICANS WITH DISABILITIES ACT (ADA) PROJECT SUMMARY THIS PROJECT INCLUDES DESIGN FOR A NEW JOINT BACKUP CALL CENTER FOR CUPD AND TOMPKINS COUNTY. A NEW 50KW GENERATOR WITH 72 HOUR CAPACITY WILL BE INCLUDED TO SERVE THE CALL CENTER. THE EXISTING FENCE ENCLOSURE WILL BE MODIFED TO PROVIDE VISUAL SCREENING. A NEW FLUSH HOLLOW METAL EXTERIOR DOOR AND FRAME WILL BE INSTALLED TO PROVIDE A SECURE ENTRANCE INTO THE CALL CENTER. ADDITIONALLY, THE WORK REQUIRED TO SUPPORT THE VARIANCE PETITION NO 2023-0248, (SEE PROJECT SCOPE FOR FULL DESCRIPTION). ALL WORK WILL COMPLY WITH UNIVERSITY STANDARDS AND APPLICABLE CODES. THE PROJECT IS ALTERATION LEVEL 2. ALTERATION LEVEL 2 LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION: IIB CLASSIFICATION OF HAZARDS: HIGH-RISE BUILDING: NO EXTINGUISHING REQUIREMENTS: THE BUILDING IS PARTIALLY SPRINKLERED OCCUPANCY OF AREA OF WORK: BUSINESS (B) GENERAL SYMBOLS LEGEND SHEET INDEX PROJECT SCOPE • • • • • • THE INTENT OF THIS PROJECT IS THE CREATION OF A NEW JOINT BACKUP CALL CENTER FOR CUPD AND TOMPKINS COUNTY. IN ADDITION TO THE WORK TIED TO THE VARIANCE, THE WORK WILL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING SCOPE, : THE INSTALLATION OF A GENERATOR, TRANSFER SWITCH, STEPDOWN TRANSFORMER, DISTRIBUTION PANEL, VARIOUS RECEPTACLES, RE-WIRING OF EXISTING CIRCUITS AND TELECOMMUNICATIONS WORK. ADDITIONALLY, INFILL OF AN EXISTING OPENING IN AN EXTERIOR WALL WITH NEW DOOR, FRAME AND CMU BLOCK, AND AN ENLARGED FENCED GENERATOR ENCLOSURE WITH BOLLARD PROTECTION WILL BE INSTALLED. THE WORK REQUIRED TO SUPPORT THE VARIANCE PETITION NO 2023-0248 STRUCTURAL SEPARATION OF THE WORK AREA FROM THE REMAINDER OF EAST HILL PLAZA DESIGN AND DETAIL STRUCTURAL AND ARCHITECTURAL SOLUTION FOR HORIZONTAL AND VERTICAL EXPANSION JOINTS PROVIDE SPRINKLER SYSTEM THROUGHOUT THE WORK AREA IN COMPLIANCE WITH NFPA 13. UPGRADE THE GENERATOR TO 72-HOUR CAPACITY. MODIFY THE TRANSFER SWITCH. REROUTE THE EMERGENCY FEEDER UNDERGROUND INSTEAD OF THROUGH THE PLAZA. SITE LOCATION - EAST HILL PLAZA KEY PLAN - FIRST FLOOR LEVEL AREA OF WORK EAST HILL PLAZA 2583AREA OF WORK FIRE PROTECTION FP-001 FIRE PROTECTION GENERAL NOTES AND SYMBOL LEGENDS FP-101 FIRE PROTECTION RENOVATION PLAN MECHANICAL M-001 MECHANICAL GENERAL NOTES AND SYMBOL LEGENDS M-101 MECHANICAL RENOVATION PLAN ELECTRICAL E-001 GENERAL NOTES AND SYMBOL LEGENDS E-101 ELECTRICAL RENOVATION PLAN E-102 ELECTRICAL RENOVATION PLAN E-103 ELECTRICAL REFLECTED CEILING PLAN E-301 ONE-LINE DIAGRAMS E-401 DETAILS E-402 DETAILS E-501 SCHEDULES PERSPECTIVE VIEW ELLIS HOL L O W R O A D MITCHE L L S T R E E T PIN E T R E E R O A D 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 CONCRETE LOADING DOCK EXIST. XFMR 1 2 5/ C-101 3 1 PLANTING BED EXISITNG BUILDING 4 5 1 LINE OF AWNING ABOVE PLANTING BED CONCRETE LOADING DOCK EXISITNG BUILDING 4 2 1. 0 ' 4. 3 ' NEW GENERATOR OUT TO OUT 15.6' 1 EXIST. XFMR OU T T O O U T 21 . 5 ' 11.5'11.5'1.3' LINE OF AWNING ABOVE 4 ± 2 7 . 8 ' 8. 8 ' 4 3 6/ C-101 2 5 6 7. 0 ' 7. 0 ' 7. 0 ' 4.6'5.4'5.4' 15.4' 21 . 0 ' 5 INSTALL 6" DIAMETER YELLOW "IDEAL SHIELD" OVER ALL BOLLARDS, AVAILABLE AT (313) 842-7290 OR WWW.IDEALSHIELD.COM 6 5/8" O.D. STEEL PIPE BOLLARD FILLED WITH CONCRETE SLOPE CONCRETE SEAL JOINT WITH RUBBERIZED ASPHALT CRACK FILLER OR POLYURETHANE CAULK, FLUSH WITH ADJACENT PAVEMENT ISOLATION JOINT AIR ENTRAINED CONCRETE BASE 4' - 0 " 3 ' - 0 " 6" 1' - 6" TYPE 4 SUBBASE, NYSDOT ITEM #304.14, APPROVED ASPHALT MILLINGS OR APPROVED RUBBLIZED CONCRETE MAY BE USED IN BOTTOM LIFT AND SHALL NOT EXCEED 3" IN THICKNESS FILTER FABRIC MIRAFI 500X OR EQUIVALENT 4 1/2" COMPACTED NYSDOT SUPERPAVE 19MM BINDER (402.197903)* COMPACTED SUBGRADE NOTES: 1. ALL SUBGRADE MATERIALS ARE EXISTING AND SHOWN FOR REFERENCE ONLY. PLACE TACK COAT BETWEEN ALL ASPHALT LAYERS. 2. SEAL ALL SEAMS WITH ADJACENT ASPHALT WITH HOT ASPHALITIC CRACK SEALER. 1.5" COMPACTED NYSDOT SUPERPAVE 9.5MM TOP COURSE, F3 (402.097303) 15" COMPACTED TYPE 2 SUBBASE, NYSDOT ITEM #304.12 (LEDGEROCK) 3 " 15 " APPLY JOINT ADHESIVE TO ALL LONGITUDINAL/ TRANSVERSE JOINTS FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER C-101 15841375 SITE DEMOLITION & IMPROVEMENT PLANS J. TOFTE EWK 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 SCALE:1" = 10'-0"1 SITE DEMOLITION PLAN 0'5'10' 20' SCALE: 1" = 10'-0" SCALE: 1" = 10'-0"2 SITE IMPROVEMENT PLAN C-101 GENERAL NOTES 1.0 CONTRACTOR SHALL MAINTAIN A CLEAN, SAFE, AND ORDERLY WORKSITE AT ALL TIMES. 2.0 REFER TO ARCHITECTURAL PLANS FOR FENCE AND FENCE POST FOUNDATION DETAILS. NOT TO SCALE3BOLLARD IN PAVEMENT DETAIL PHOTO REFERENCE5EXISTING ENCLOSURE PERSPECTIVE PHOTO REFERENCE6NEW ENCLOSURE PERSPECTIVE NOT TO SCALE4HEAVY DUTY ASPHALT PAVEMENT DETAIL (SUPERPAVE) C-101 KEYED DEMOLITION NOTES 1 BLACK OUT EXISTING STRIPING WITH PAVEMENT SEALER AS SHOWN. 2 FOUR (4) EXISTING POSTS TO BE REMOVED AS SHOWN. SAWCUT EXISTING PAVEMENT AND EXCAVATE AS REQUIRED FOR SIX (6) NEW POSTS. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3 SAWCUT EXISTING PAVEMENT AS REQUIRED FOR THREE (3) NEW CONCRETE FILLED BOLLARDS. 4 SAWCUT EXISTING PAVEMENT IN PREPARATION FOR NEW 10" THICK CONCRETE GENERATOR PAD. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5 SEE ELECTRICAL DRAWINGS FOR ADDITIONAL TRENCHING INFORMATION. # #C-101 KEYED IMPROVEMENT NOTES 1 PROVIDE THREE (3) NEW 48" TALL CONCRETE FILLED BOLLARDS PER PLAN. EASTERNMOST BOLLARD SHALL HAVE A POST MOUNTED 18" PEDESTRIAN CROSSING SIGN TO PROTECT CROSSWALK, ORIENTED TO FACE ONCOMING TRAFFIC AS IT APPROACHES THE CURVE IN THE ROAD. SIGN AND SIGN POST TO BE PROVIDED BY CORNELL TRANSPORTATION. 2 PROVIDE PAVEMENT RESTORATION AT FOUR (4) FORMER AND SIX (6) NEW POST LOCATIONS, AND TRENCH PER DETAIL 4/ C-101. SEE 6/ A-601 FOR FENCE POST DETAIL. 3 PROVIDE NEW CONCRETE GENERATOR PAD. SEE ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 4 PROVIDE ±100 LF NEW WHITE PAVEMENT MARKING IN A SMOOTH ARC TO MEET EXISTING AS SHOWN AFTER PAVEMENT RESTORATION. 5 PROVIDE NEW WHITE CROSSWALK PAVEMENT MARKING AFTER PAVEMENT RESTORATION. REFRESH EXISTING CROSSWALK MARKINGS TO REMAIN. 6 PROVIDE NEW YELLOW CENTER STRIPE RESTORATION AFTER PAVEMENT RESTORATION. 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 TWO-WAY SLAB # INCHES THICK S# S# ONE-WAY SLAB # INCHES THICK W_X__ c = __STEEL BEAM OF SIZE W_X__ AND CAMBER c WP# STEEL BEAM WITH WALL PLATE TYPE # STEEL BEAM WITH BEARING PLATE TYPE # BP# STEEL BEAM WITH MOMENT CONNECTION W#CONCRETE WALL # INCHES THICK WF#CONCRETE WALL FOOTING TYPE # F#CONCRETE SPREAD FOOTING TYPE # CBP#COLUMN BASE PLATE TYPE # COLUMN UP/DOWN STEEL COLUMN W_X__ c = __EXIST. STEEL BEAM OF SIZE W_X__ AND CAMBER c EXIST. STEEL COLUMN A ALT ALTERNATE ALUM ALUMINUM AVG AVERAGE B BLDG BUILDING C CJ CONTROL JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CRS COURSE(S) D DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DN DOWN DWG DRAWING E EA EACH EJ EXPANSION JOINT EL ELEVATION EPDM RUBBER ROOF MEMBRANE EQ EQUAL EW EACH WAY (E),EXISTING EXIST EXT EXTERIOR F FD FLOOR DRAIN FDN FOUNDATION FFE FINISH FLOOR ELEVATION FRP FIBER REINFORCED POLYESTER FT FOOT/FEET FTG FOOTING G GA GAGE GALV GALVANIZED H HT HEIGHT L LB(S)POUND(S) M MFR MANUFACTURER MAT MATERIAL MAX MAXIMUM MIN MINIMUM N N/A NOT APPLICABLE NTS NOT TO SCALE O O.C.ON CENTER OD OUTSIDE DIAMETER P +/-PLUS OR MINUS PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED Q QTY QUANTITY R RD ROOF DRAIN REQ REQUIRED REV REVISION S SHTG SHEATHING SIM SIMILAR SF SQUARE FOOT/ FEET SS STAINLESS STEEL STL STEEL STD STANDARD T TOS TOP OF STEEL TYP TYPICAL U UNO UNLESS NOTED OTHERWISE V VIF VERIFY IN FIELD W W/O WITHOUT WD WOOD SYMBOLS &AND @ AT #POUND(S) GROUND SNOW LOAD, Pg 40 PSF FLAT-ROOF SNOW LOAD, Pf 34 PSF SNOW LOAD IMPORTANCE FACTOR, Is 1.20 THERMAL FACTOR, Ct 1.0 DRIFT SURCHARGE LOAD, Pd N/A TO SCOPE SNOW DRIFT WIDTH, w BASIC WIND DESIGN SPEED, V 125 MPH WIND EXPOSURE CATEGORY C RISK CATEGORY IV INTERNAL PRESSURE COEFFICIENT, GCpi +/-0.18 MWRFS DESIGN PRESSURE COEFFICIENT, qz 27.5 PSF C&C DESIGN PRESSURE COEFFICIENT, qcc N/A TO SCOPE SEISMIC IMPORTANCE FACTOR, Ie 1.50 Ss 0.13g S1 0.05g ASSUMED SOIL SITE CLASS D SDS 0.160g SD1 0.08g SEISMIC DESIGN CATEGORY C SEISMIC FORCE-RESISTING SYSTEM(S)CANTILEVERED UNREINFORCED MASONRY SHEAR WALLS BASE SHEAR, V 18 KIPS SEISMIC RESPONSE COEFFICIENT, CS 0.139 RESPONSE MODIFICATION COEFFICIENT, R 1.5 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE DESIGN PARAMETERS EXPOSURE FACTOR, Ce 1.0 SLOPED ROOF FACTOR, Cs N/A ALLOWABLE WIND DESIGN SPEED, Vasd 97 MPH SN O W L O A D S WI N D L O A D S SOIL DESIGN PRESSURE, ASSUMED 1500 PSF RAIN INTENSITY, i 2.35 INCHES/HR SE I S M I C L O A D S N/A TO SCOPE NOTE: SERVICE LOAD WINDS WERE BASED ON V = 82 MPH FROM THE 25 YEAR RETURN STORM. SEISMIC LOADS GOVERNED THE EXPANSION JOINT DESIGN BECAUSE THE FULL RISK CATEGORY IV LOADING WAS UTILIZED. HOWEVER, FROM A PRACTICAL STANDPOINT, ONLY THE RISK CATEGORY II LOADING WOULD NEED TO BE DESIGNED FOR FROM A SERVICE LOAD STANDPOINT SINCE THE ADJACENT BUILDING IS NOT DESIGNED FOR MORE THAN RISK CATEGORY II LOADING. WIDE FLANGE MEMBERS A992, Fy = 50 KSI STRUCTURAL STEEL GRADES HSS RECTANGULAR MEMBERS CHANNELS AND ANGLES A500 GRADE B, Fy = 46 KSI A36, Fy = 36 KSI HSS ROUND MEMBERS A500 GRADE B, Fy = 42 KSI PLATES A572, Fy = 50 KSI PIPES A53, Fy = 35 KSI THREADED RODS F1554 GRADE 36, Fy = 36 KSI FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER S-001 15841375 STRUCTURAL GENERAL NOTES Q. OLSEN-BIEBER QCO 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 CODES & GENERAL REQUIREMENTS 1. PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH THE 2020 NEW YORK STATE EXISTING BUILDING CODE AND THE 2020 NEW YORK STATE BUILDING CODE. THE FOLLOWING CODES AND STANDARDS ARE REFERENCED IN THE PROJECT DOCUMENTS: A. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE B. ACI 530-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES C. ACI 530.1-13 SPECIFICATIONS FOR MASONRY STRUCTURES D. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS E. ASCE7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WITH SUPPLEMENT NO. 1 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF WORK. TESTING & INSPECTIONS 1. OWNER SHALL RETAIN THE SERVICES OF AN INSPECTION AGENCY TO PERFORM THE FOLLOWING SERVICES. ADDITIONAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 2. THE PLACEMENT OF ALL CONCRETE REINFORCEMENT SHALL BE INSPECTED 3. CONCRETE CYLINDERS SHALL BE TAKEN IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. IN ABSENCE OF LOCAL CODE REQUIREMENTS, ONE SET OF 5 CYLINDERS SHALL BE TAKEN FOR EACH DAY'S POUR: (2) 7-DAY, (2) 28-DAY, AND (1) HOLD. 4. STRUCTURAL STEEL LAYOUT SHALL BE INSPECTED. ALL BOLTED AND WELDED CONNECTIONS SHALL BE INSPECTED. ADDITIONAL TESTING WILL BE REQUIRED IF WELDERS ARE NOT AWS CERTIFIED FOR STRUCTURAL STEEL. 5. SEE STATEMENT OF SPECIAL INSPECTIONS FOR ADDITIONAL TESTING AND INSPECTION REQUIREMENTS. SUBMITTALS 1. CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR REVIEW AND APPROVAL BY ENGINEER OF RECORD: A. CONCRETE a. SHOP DRAWINGS WITH REINFORCEMENT LAYOUT b. ALL PRODUCT DATA FOR ADMIXTURES, CONCRETE COMPONENTS, AND REINFORCEMENT c. CONCRETE MIX DESIGN WITH STRENGTH TESTING DATA d. CURING PRODUCTS AND METHODS e. TEST DATA FROM 7 DAY BREAKS AND 28 DAY BREAKS f. INSPECTION REPORTS B. POST-INSTALLED ANCHORS a. PRODUCT DATA FOR EPOXY ADHESIVE b. PRODUCT DATA FOR ANCHORS AND SCREEN TUBES C. STRUCTURAL STEEL a. PRODUCT DATA FOR STEEL STRENGTH AND MATERIAL PROPERTIES b. SHOP DRAWINGS WITH PIECE DETAILS AND ERECTION PLANS c. WELDER CERTIFICATES OR QUALITY CONTROL AND QUALITY ASSURANCE PLANS IF WELDERS ARE NOT CERTIFIED AS STRUCTURAL WELDERS D. MISCELLANEOUS STRUCTURAL a. NONSHRINK GROUT PRODUCT DATA E. EXPANSION JOINT a. PRODUCT DATA FOR ALL COMPONENTS b. SHOP DRAWING OF EXPANSION JOINT PIECES WITH DETAILS OF CONNECTIONS BETWEEN ADJACENT COMPONENTS (SIMILAR PRESENTATION OF INFORMATION AS STEEL ERECTION PLANS AND PIECE DETAILS) CAST IN PLACE CONCRETE 1. CLEAR COVER FOR REINFORCING STEEL SHALL BE PER ACI 318-14 TABLE 20.6.1.3.1. 2. PORTLAND CEMENT SHALL BE TYPE I, TYPE II, OR TYPE I-II AND SHALL MEET THE REQUIREMENTS OF ASTM C-150. 3. WATER REDUCING ADMIXTURES SHALL MEET THE REQUIREMENTS OF ASTM C-494. HIGH RANGE WATER REDUCING ADMIXTURES, OR SUPERPLASTICIZERS, SHALL MEET THE REQUIREMENTS OF ASTM C-494 TYPE F OR TYPE G. 4. AIR-ENTRAINING ADMIXTURES SHALL MEET THE REQUIREMENTS OF ASTM C-260. AIR-ENTRAINMENT SHALL BE PER ACI 318-14 TABLE 19.3.3.1 WHERE AIR- ENTRAINING ADMIXTURES ARE USED. 5. RETARDING AND ACCELERATING ADMIXTURES SHALL MEET THE REQUIREMENTS OF ASTM C-494. 6. STEEL REINFORCING BARS SHALL MEET THE REQUIREMENTS OF ASTM A-615 (OR A-775 FOR EPOXY COATED) AND SHALL BE GRADE 60. WELDED WIRE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM A-1064 OR ASTM A-884 FOR EPOXY COATED. 7. FOR CONCRETE EXPOSED TO MOISTURE, 15% TO 20% OF THE CEMENTITIOUS MATERIAL SHALL BE REPLACED WITH CLASS F FLY ASH CONFORMING TO ASTM C-618. 8. NORMAL WEIGHT AGGREGATES SHALL MEET THE REQUIREMENTS OF ASTM C-33 AND THE FOLLOWING CRITERIA: a. COARSE AND FINE AGGREGATES MUST BE FROM A NYSDOT APPROVED SOURCE AND NOT BE FLAGGED FOR ASR. b. THE MINIMUM BULK SSD SPECIFIC GRAVITY OF THE COARSE AGGREGATE ON THE NEW YORK STATE DOT POSTED TEST RESULTS SHALL BE 2.67. c. THE MAXIMUM ABSORPTION OF THE COARSE AGGREGATE ON THE NEW YORK STATE DOT POSTED TEST RESULTS SHALL BE 1.2% 9. THE DENSITY OF THE CONCRETE MIX SHALL BE 145 PCF +/-5 PCF FOR NORMAL WEIGHT CONCRETE. 10. EXTERIOR SLABS ON GRADE SHALL HAVE THE CONCRETE DURABILITY DESIGN CLASSIFICATIONS PER ACI 318-14 TABLE 19.3.1.1 OF C2, S0, W1, AND F3. CONCRETE MIX DESIGNS SHALL MEET THE REQUIREMENTS OF ACI FOR THOSE CATEGORIES. 11. CONCRETE PRODUCER SHALL VERIFY THAT SUBMITTED CONCRETE MIXES DO NOT EXCEED THE MAXIMUM WATER-SOLUBLE CHLORIDE ION LIMITS PER THIS EXPOSURE CLASS AS STATED IN ACI 318-14 TABLE 19.3.2.1. 12. CAST IN PLACE CONCRETE SHALL BE WET CURED FOR A MINIMUM OF SEVEN DAYS. THE WET CURING COVERS SHALL COMPLY WITH ASTM C-171 FOR REFLECTANCE/MOISTURE RETENTION AND CONTAIN EITHER AN UN-PIGMENTED NON-WOVEN POLYPROPYLENE FABRIC OR 10 OZ BURLAP. UTILIZE TRANSGUARD 4000 BY REEF INDUSTRIES, ULTRACURE DOT BY SIKA, BURLENE, OR AN APPROVED EQUAL. 13. THE WATER CEMENT RATIO SHALL BE 0.39 +/-0.03. THE CONTRACTOR IS NOT PERMITTED TO ADD MORE WATER THAN IS SPECIFIED ON THE SUBMITTED MIX DESIGNS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. CONTRACTOR IS REQUIRED TO CLEARLY NOTE ON THE DELIVERY TICKET THE QUANTITY OF WATER WITHHELD AT THE BATCHING PLANT THAT CAN BE ADDED ONSITE. 14. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI UNLESS NOTED OTHERWISE ON THE DRAWINGS. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL BE ASTM FABRICATED AND ERECTED IN ACCORDANCE WITH AISC "STEEL CONSTRUCTION MANUAL" AND ALL WORK SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES." 2. GRADES OF STRUCTURAL STEEL TO BE PER TABLE THIS SHEET U.O.N. 3. ALL BOLTED CONNECTIONS TO BE MADE WITH A325 OR A490 TYPE N HIGH STRENGTH BOLTS UNLESS GALVANIZED BOLTS ARE SPECIFIED. WHERE GALVANIZED BOLTS ARE SPECIFIED ON THE DRAWINGS, GALVANIZED BOLTS SHALL CONFORM TO ASTM A153, CLASS C AND SHALL BE HOT-DIP GALVANIZED . 4. ALL NUTS SHALL MEET REQUIREMENTS OF ASTM A-563 DH OR ASTM A-194 2H. 5. ALL WASHERS SHALL MEET REQUIREMENTS OF ASTM F-436. 6. ALL BOLT HOLES IN STEEL MEMBERS SHALL BE 1/16" LARGER IN DIAMETER THAN THE NOMINAL SIZE OF THE BOLT USED, U.N.O. ON DRAWINGS. 7. WELDING SHALL MEET THE REQUIREMENTS OF THE "STRUCTURAL WELDING CODE" AWS D1.1-2006. ELECTRODES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI AND BE LOW-HYDROGEN TYPE. THE LENGTH OF WELD SPECIFIED ON THE DRAWINGS IS THE MINIMUM EFFECTIVE LENGTH OF THE WELD. ALL WELDS TO BE A MINIMUM 1/4" FILLET WELD U.N.O. ON DRAWINGS. 8. ALL INTERIOR STEEL SHALL BE PAINTED IN THE SHOP WITH BENJAMIN MOORE COROTECH PAINT, BENJAMIN MOORE SUPER SPEC HP (DTM, URETHANE, OR PRIMER) PAINT, BENJAMIN MOORE ULTRA SPEC HP DTM PAINT, OR APPROVED EQUAL U.N.O. ON THE DRAWINGS. PAINT SELECTION MUST BE REVIEWED AND APPROVED BY ENGINEER OF RECORD. 9. ALL STEEL SHALL BE INSTALLED WITH CAMBER UP EXCEPT WHERE NOTED OTHERWISE ON DRAWINGS AND AT CANTILEVERS WHERE STEEL SHALL BE INSTALLED WITH CAMBER DOWN. 10. NO FABRICATION SHALL PROCEED PRIOR TO SHOP DRAWING APPROVAL. SHOP DRAWINGS MARKED "REJECTED" OR "REVISE AND RESUBMIT" MAY NOT BE FABRICATED WITHOUT ADDITIONAL CHANGES BEING MADE. 11. DEVELOPMENT OF STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUPERVISED BY A NEW YORK STATE-REGISTERED PROFESSIONAL ENGINEER AND SHALL INCLUDE DETAILS FOR APPLICATIONS AND ASSEMBLY OF ALL STRUCTURAL MEMBERS; INCLUDE DETAILS OF CUTS, CONNECTIONS, HOLES, AND OTHER PERTINENT DATA; AND INDICATE WELDS BY STANDARD AWS 2.1 SYMBOLS SHOWING SIZE, LENGTH, AND TYPE OF EACH WELD. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 12. SPLICING OF STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE, AND CONNECTION TO BE MADE. POST-INSTALLED ANCHORS 1. UNLESS NOTED OTHERWISE ON DRAWINGS, THE FOLLOWING PRODUCTS ARE TO BE USED WITH THE FOLLOWING BASE MATERIALS: a. CONCRETE –HILTI HIT HY200R, DEWALT AC200+, DEWALT AC100+ GOLD b. CONCRETE MASONRY UNITS –HILTI HIT HY270, DEWALT AC100+ GOLD STRUCTURAL GENERAL NOTESSTRUCTURAL GENERAL NOTES CONT'DABBREVIATIONS LEGEND EXPANSION JOINT 1. WHERE MASONRY WALL IS CUT FOR INSTALLATION OF EXPANSION JOINT, SURFACE OF MASONRY MUST BE PREPARED IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS FOR EJ. THIS INCLUDES, BUT IS NOT LIMITED TO, THE SUBSTRATES BEING CLEAN, PARALLEL, AND PLUMB (AND/OR LEVEL). 2. ALL REFERENCES ON DRAWINGS TO EXPANSION JOINT USE TERMINOLOGY FROM BASIS OF DESIGN MANUFACTURER (SIKA EMSEAL). NEW MEP/FP OPENINGS 1. FOR OPENINGS IN THE MASONRY WALLS WHICH ARE LESS THAN 1'-4" WIDE, NO LINTELS ARE NEEDED. 2. FOR OPENINGS IN MASONRY WALLS WHICH ARE 1'-4" WIDE OR LARGER, CONTACT EOR FOR LINTEL REQUIREMENTS. 3. CONTRACTOR SHALL TAKE CARE WHEN CUTTING ROOF DECK AND MASONRY WALLS SO AS NOT TO DAMAGE THE STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO STRUCTURE AND MUST CONTACT EOR IF ANY OF THE STRUCTURE IS DAMAGED OR IF UNFORESEEN EXISTING CONDITIONS PREVENT THE INSTALLATION OF THE NEW OPENINGS AND/OR NEW FRAMING PER THE CONTRACT DOCUMENTS. 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 S-504 1________ EXPANSION JOINT AT LOW ROOF LEVEL AREA TO BE SEPARATED EJ SEGMENT A EJ SEGMENT D EJ SEGMENT F S-502 1________ EXPANSION JOINT AT HIGH ROOF ELEVATION AREA TO BE SEPARATED BEAM SEAT BEAM SEAT BEAM SEAT BEAM SEAT BEAM SEAT BEAM SEAT TRANSITION A-B EJ SEGMENT B TRANSITION B-C EJ SEGMENT A EJ SEGMENT C NOTE: WHERE "BEAM SEAT" IS CALLED FOR, SEE DETAIL 3/S-500 S-504 1________ EXPANSION JOINT AT MID ROOF LEVEL AREA TO BE SEPARATED TRANSITION C-D-E EJ SEGMENT E EJ SEGMENT A TRANSITION E-F EJ SEGMENT F FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER S-101 15841375 STRUCTURAL ROOF PLANS Q. OLSEN-BIEBER QCO 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 0' 4' 6'12' SCALE: 3/16" = 1'-0" 2' SCALE: 3/16" = 1'-0"1 LOW ROOF SCALE: 3/16" = 1'-0"3 HIGH ROOF SCALE: 3/16" = 1'-0"2 MID ROOF 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 SECTION THROUGH JOIST SIDE VIEW OF JOIST TOP VIEW OF JOIST 6"X1'-7"X1/2" PLATE 3"X3"X1/2" PLATE CUT AS SHOWN, TWO LOCS. C6X8.2 CHANNEL BOLTED TO THE WALL, TWO LOCS TEFLON PAD 6"X1'-7"X1/2" PLATE 2'-8" LONG C6X8.2, TWO LOCS. 3"X3"X1/2" PLATE, TWO LOCS. EIGHT (8) 3/4" DIA. SS THREADED RODS EMBEDDED A MINIMUM OF 2" INTO THE EXISTING CMU WALL WITH DEWALT AC100+ GOLD EPOXY. IF CMU IS UNGROUTED, PROVIDE SS SCREEN TUBES. INSTALL ANCHORS IN CELLS NOT JOINTS. PROVIDE 4"X1" SLOTTED HOLES CENTERED IN CHANNEL FOR ANCHORS. 1" NONSHRINK GROUT BETWEEN NEW PLATE AND EXISTING WALL PROVIDE TWO (2) 4" LONG SLOTTED HOLES IN PLATE-FASTEN EXISTING JOIST TO PLATE WITH TWO (2) 3/4" DIA. BOLTS, CENTER BOLT IN SLOT DURING INSTALLATION, NUTS SHALL BE SNUG TIGHT TO ALLOW CONNECTION TO SLIP NOTES 1. FOR CLARITY, NOT ALL COMPONENTS AND DETAILS ARE SHOWN IN EACH VIEW. 2. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING DURING INSTALLATION. 5/16 5/16 5/16 8" 8" 8" 1' - 0 1/2" DEMO AREA OF CMU IMMEDIATELY AROUND JOIST SO THAT CONNECTION CAN SLIP AFTER INSTALLATION. APPROX. 18" X 6" X 8" PER BEAM SEAT FOR PRICING DEMO AREA OF CMU IMMEDIATELY AROUND JOIST SO THAT CONNECTION CAN SLIP AFTER INSTALLATION. APPROX. 18" X 6" X 8" PER BEAM SEAT FOR PRICING TRIM HORIZONTAL PLATE AS SHOWN 2" 2" SEGMENT TRANSITION EJ PRODUCT EXPANSION JOINT KEY A 4" VERTICAL SEISMIC COLORSEAL 4" ROOFING ASSEMBLY JOINTB C D E F A-B B-C C-D-E E-F 4" PRE-FABRICATED PARAPET TRANSITION 4" PRE-FABRICATED PARAPET TRANSITION 4" VERTICAL SEISMIC COLORSEAL 4" PRE-FABRICATED UNIVERSAL 90 BOOT TRANSITION 4" VERTICAL SEISMIC COLORSEAL 4" VERTICAL SEISMIC COLORSEAL 4" ROOFING ASSEMBLY JOINT 4" PRE-FABRICATED PARAPET TRANSITION NEW EQUIPMENT 4" 10 " 6" G R A V E L 3" C L R 2" CLR CHAMFERED EDGES #5@12" O.C. E.W. NOTES: 1. PROVIDE 6" GRAVEL (#1s AND #2s) BELOW NEW CONCRETE PAD. 2. TOP OF CONCRETE PAD SHALL BE MAXIMUM 4" ABOVE FINISHED GRADE. 3. REINFORCING STEEL SHALL BE EPOXY COATED. PROVIDE REINFORCEMENT AS SHOWN ABOVE. 4. SEE CIVIL AND ELECTRICAL DWGS FOR LOCATION OF PAD AND COORDINATION WITH EQUIPMENT INSTALLATION. 5. SEE S-001 FOR CONCRETE GENERAL NOTES AND SPECIFICATIONS. 1 1 / 2 " C L R 6 X 6 -W2.9 X W2.9 WELDED WIRE MESH FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER S-501 15841375 DETAILS Q. OLSEN-BIEBER QCO 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 SCALE:1 1/2" = 1'-0"3 BEAM SEAT DETAIL NOT TO SCALE13D VIEW OF EXPANSION JOINTS EXPANSION JOINT SEGMENT A EXPANSION JOINT SEGMENT B EXPANSION JOINT SEGMENT C EXPANSION JOINT SEGMENT E EXPANSION JOINT SEGMENT F S-502 S-504 0' 6" 1'1.5' SCALE: 1 1/2" = 1'-0" 3" S-503 EXPANSION JOINT SEGMENT D 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION SCALE:1" = 1'-0"2 EXTERIOR EQUIPMENT PAD 11 10 2023 PHOTO 01 PHOTO 02 DUCT COORDINATE WITH CONDUIT SEG M E N T A SEGMENT B TRANSITION A-B SE G M E N T A ROO F D E C K EXIS T . 1 2 " ( N O M ) CMU W A L L SEPA R A T E D C A L L C E N T E R S U I T E REMA I N I N G P O R T I O N OF EX I S I T N G B U I L D I N G INSULATION 4" PRE-FABRICATED PARAPET TRANSITION EXPANSION JOINT FROM EMSEAL SEISMIC COLORSEAL TRANSITION COMPONENTS. 4" WIDE VERTICAL SIKA EMSEAL SEISMIC COLORSEAL JOINT, WHITE (SEGMENT A) EMSEAL ROOF JOINT (SEGMENT B) EXIST. INSULATION, THICKNESS VARIES EXIST. EPDM ROOFING MEMBRANE NEW STIFFENED SEAT WITH SLIDING CONNECTION TO EXIST- BAR JOIST SHOWN SCHEMATICALLY, SEE S-501 FOR DETAILS NEW 4" GAP BETWEEN ROOF DECK AND WALL INSTALL SHEET METAL WITH SAME GAGE AS EXISTING ROOF DECK TO SUPPORT PARALLEL EDGE AND CREATE 4" GAP- FASTEN TO JOISTS. FASTEN TO EXISTING DECK @ 2'-0" O.C. NEW EMSEAL ROOF JOINTNEW EPDM ROOFING SYSTEM MARRY NEW VAPOR BARRIER WITH EXISTING DEMO MIN. 4" WIDE PIECE OF METAL DECK. COORDINATE CUT LOCATION WITH DECK FLUTES TO MAINTAIN CONNECTION TO JOISTS. MAX. DEMO 12". SEE ARCH DWGS FOR LOCATION SEE ARCH. ROOF PLANS FOR DEMO SCOPE AT ROOF MEMBRANE NOMINAL MATERIAL SIZE DEPTH VARIES WITH VA R I E S (6.4 MM) 1/4" WATERTIGHT FACTORY APPLIED SILICONE BELLOWS (NUMBER OF BELLOWS VARIES WITH NOMINAL MATERIAL SIZE) MICROSPHERE-MODIFIED 100% ACRYLIC-IMPREGNATED PRE- COMPRESSED FOAM (CONTAINS NO WAX OR WAX COMPOUNDS) FIELD APPLED CORNER BEAD ALONG SIDE OF COS AS SHOWN- BOTH SIDES (SILICONE SUPPILED BY EMSEAL) SCALE: 1 1/2" = 1'-0"1 DETAIL AT ROOF EXPANSION JOINT SCALE: 1 1/2" = 1'-0"2 DETAIL AT ROOF DEMOLITION FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER S-502 15841375 DETAILS Q. OLSEN-BIEBER QCO 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 NOT TO SCALE4TRANSITION A-B 0' 6" 1' 1.5' SCALE: 1 1/2" = 1'-0" 3" SCALE: 1 1/2" = 1'-0"3 VERTICAL EXPANSION JOINT DETAIL 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 PHOTO 03 PHOTO 04-A COORDINATE WITH CARD READER HARDWARE- COORDINATE WITH CONDUIT FOR CARDREADER ON INTERIOR OF SUITE 190 COORDINATE WITH CONDUIT FOR EXIT LIGHTING SE G M E N T C SEGMENT E TRANSITION C-D-E SEGMENT D EXIST. CMU WALL EXIST. CM U W ALLLOW ROOF MID ROOF HIGH R O O F EMSEAL ROOFJOINT 4" SEISMIC COLORSEAL "BOOT" UNIVERSAL 90 TRANSITION FROM C TO E SEGMENT C AND D ARE ONE CONTINUOUS INTERIOR PIECE 4" SEISMIC COLORSEAL VERTICAL EXPANSION JOINT (SEGMENT C) PARAPET TRANSITION FROM SEGMENT B TO SEGMENT C- SIMILAR TO TRANSITION AT A TO B EMSEAL ROOFJOINT (SEGMENT B) INSULATION 4" SEISMIC COLORSEAL VERTICAL EXPANSION JOINT (SEGMENT C) FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER S-503 15841375 DETAILS Q. OLSEN-BIEBER QCO 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 NOT TO SCALE1TRANSITIONS B-C AND C-D-E 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 EXIST. PVC ROOF MEMBRANE AND INSULATION, THICKNESS VARIES NEW EMSEAL ROOF JOINT 4" NEW PVC ROOFING SYSTEM MARRY NEW VAPOR BARRIER WITH EXISTING GYPSUM BOARD SHEATHING 1. 2. NOTE: REMOVE ROOF MEMBRANE AT CURB. SEE ARCH. ROOF PLANS FOR SCOPE. DEMO ROOF DECK FROM CMU TO JOIST. DEMO PORTION OF CMU CURB TO FACILITATE DEMO OF ROOF DECK. SEE PLANS FOR LENGTH OF DEMO REQUIRED. MEETING WITH EOR IS REQUIRED ONCE ROOF DECK HAS BEEN EXPOSED. LOCATION OF JOIST RELATIVE TO WALL MUST BE CONFIRMED IN THE FIELD. QUANTITY OF DECK TO BE REMOVED MUST BE CONFIRMED IN THE FIELD WITH EOR. SECTION: DEMO SCOPE NOTE 1 4 1/2" SEISMIC COLORSEAL EXPANSION JOINT ON EXTERIOR OF CMU WALL (SEGMENT F) INSULATION EMSEAL ROOFJOINT (SEGMENT E) MID ROOF LOW ROOF EXIS T . C M U W A L L EXIST . C M U W A L L PRE-FABRICATED 4" WIDE PARAPET TRANSITION FROM SEISMIC COLORSEAL MATERIAL. CONNECTS SEGMENTS E AND F. WELDED CONNECTION TO SEGMENT F PHOTO 04-B PHOTO 05 SEGMENT E TRANSITION E-F SE G M E N T F SCALE: 1 1/2" = 1'-0"1 SECTION NOT TO SCALE2TRANSITION E-F FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER S-504 15841375 DETAILS Q. OLSEN-BIEBER QCO 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 0' 6" 1' 1.5' SCALE: 1 1/2" = 1'-0" 3" 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 WALL - EXISTING WALL - METAL STUD/ GWB WALL - CONCRETE WALL - CMU WALL - BRICK ITEMS FOR DEMOLITION DOOR/ WALL - EXISTING DOOR/ WALL - NEW DOOR/ WALL - DEMOLITION TAG - DOOR TAG - WINDOW TAG - WALL TAG - ROOM # CENTER LINE PHOTO REFERENCE LEVEL MARKER COLUMN GRID MARKER ELEVATION MARKER ELEVATION CHANGE ARROWS BREAK LINE SYMBOLS 0' - 0" 101 1t X-X X CL 1 NameElevation A101 1 1 1 0 DN UP 1-HOUR FIRE SEPARATION 2-HOUR FIRE SEPARATION NOT IN CONTRACT MATCHLINE W-1 1 1/2" METAL FURRING, 25 GA. AT 24" O.C. SEALANT, CONTINUOUS BOTH SIDES 5/8" GYPSUM WALL BOARD ON METAL FRAMING, BRACE AS REQUIRED. WALL BASE 5/8" 8" CMU, SMOOTHED AND SCORED TO MATCH EXISTING. FULLY GROUTED. SEE 2/A-001 FOR ADDITIONAL INFORMATION. (1) LAYER OF 5/8" GYPSUM WALL BOARD FINISH LEVEL 4 (TAPE, SPACKLE, SAND) PRIME AND PAINT (1 COAT OF PRIMER, 1 COAT OF TOPCOAT) 2 1/2" POLYISOCYANURATE INSULATION, (MIN. R-13.3) 8" WIDE PRECAST LINTEL ABOVE DOOR, SEE 2/A-001 AND STRUCTURAL NOTES. SCORE TO MATCH EXISTING CMU. 8" CMU INFILL, SMOOTHED SCORED ARCHITECTURAL UNIT TO MATCH EXISTING 8" WIDE PRECAST LINTEL, SEE STRUC. NOTES FOR REINF. DOOR AND FRAME, SEE A-601 EX. W10 W/ PL. LINTEL (TO BE REMOVED), SEE STRUC. NOTES FOR SHORING & REPLACE W/ NEW CMU AS NEEDED EX. ROOF BAR JOIST BEARING (BEYOND), TEMP. SHORE AS NEEDED DURING WORK, SEE STRUC. NOTES 8" CMU INFILL DOWEL #4 INTO EX. FOUNDATION & PROVIDE #4 BAR GROUTED SOLID IN CMU CORE, (4 LOCS.) JUNCTION BOX FOR FUTURE CARD ACCESS AND DOOR OPERATOR, LOCATE 3'-6" AFF. SEE ELECTRICAL JUNCTION BOX FOR FUTURE CAMERA BY OTHERS, LOCATE 80" AFF. SEE ELECTRICAL ABBREVIATIONS A & AND @ AT ACT ACOUSTICAL CEILING TILE ALT ALTERNATE ALUM ALUMINUM AVG AVERAGE AFF ABOVE FINISH FLOOR B BD BOARD BLDG BUILDING BOD BOTTOM OF DECK BSMT BASEMENT C CG CORNER GUARDS CJ CONTROL JOINT CLG CEILING CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONT CONTINUOUS CORR CORRIDOR CPT CARPET CRS COURSE(S) CT CERAMIC TILE D DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DO DOOR OPENING DWG DRAWING E EA EACH EJ EXPANSION JOINT ELEC ELECTRIC ELEV ELEVATION/ ELEVATOR EPDM RUBBER ROOF MEMBRANE EQ EQUAL EX'G EXISTING EXT EXTERIOR F FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FFE FINISH FLOOR ELEVATION FPRF FIREPROOF(ING) FRP FIBER REINFORCED POLYESTER FT FOOT/FEET FTG FOOTING G GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL GL GLASS GWB GYPSUM WALL BOARD H HC HANDICAPPED HT HEIGHT HM HOLLOW METAL HR HOUR HVAC HEATING, VENTILATING & AC J JAN JANITOR L LAV LAVATORY LB/# POUND LGMF LIGHT GAGE METAL FRAMING M MFR MANUFACTURER MAT MATERIAL MAX MAXIMUM MEZZ MEZZANINE MIN MINIMUM MO MASONRY OPENING MTL METAL N NA NOT APPLICABLE NIC NOT IN CONTRACT NR NOT RATED NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OPNG OPENING OSB ORIENTER STRAND BOARD P +/- PLUS OR MINUS PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED Q QTY QUANTITY R R RISER RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIGERATOR REQ REQUIRED REV REVISION RO ROUGH OPENING RTU ROOF TOP UNIT S SHTG SHEATHING SIM SIMILAR SF SQUARE FOOT/ FEET SS STAINLESS STEEL STL STEEL STD STANDARD T T TREAD T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPERATURE TOS TOP OF STEEL TV TELEVISION TYP TYPICAL U UEV UNEVEN DOORS W/ VISION PANEL UEF UNEVEN FLUSH DOOR UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD W W/O WITHOUT WD WOOD FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER A-001 15841375 GENERAL NOTES, STRUCTURAL DETAILS AND WALL TYPE M. WALKER MEW 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 GENERAL NOTES 1.0 DESIGN, CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE, LATEST REVISION, THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. WHERE ITEMS CAN NOT BE REPAIRED TO A ""NEW CONDITION"", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER, WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND / OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (i.e. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CONTRACTOR EXACT LOCATION OF ALL ITEMS. 8.0 ALL PENETRATIONS (EXISTING OR NEW) THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. PROVIDE AND INSTALL LABELING REQUIRED BY CODE. LABELS SHALL INCLUDE PENETRATION TYPE WITH UL LISTING USED, MATERIAL USED, DATE INSTALL AND NAME OF INSTALLER. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED. 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO THE PROJECT AREA. ANY DAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. NOT TO SCALE1EXTERIOR WALL TYPE SCALE: 1/4" = 1'-0"2 WALL ELEVATION STRUCTURAL NOTES 1.0 GENERAL 1.1 DESIGN LOADS DEAD LOAD 20 PSF ROOF LIVE LOAD 30 PSF 1.2 CONSTRUCTION TEAM SHALL EXPOSE AND CONFIRM ALL EXISTING STRUCTURAL CONDITIONS AND INFORM THE DESIGN TEAM OF CONDITIONS AT VARIANCE WITH THOSE SHOWN ON THE DRAWINGS. 1.3 THE CONSTRUCTION TEAM IS RESPONSIBLE FOR THE DESIGN OF TEMPORARY BRACING AND SHORING AS NEEDED, TO ENSURE VERTICAL AND LATERAL STABILITY OF THE ENTIRE STRUCTURE DURING DEMOLITION OR CONSTRUCTION OPERATIONS. 1.4 ALL MEANS AND METHODS OF SAFELY REMOVING THE EXISTING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONSTRUCTION TEAM. 2.0. WOOD 2.1 ALL FRAMING EXPOSED TO WEATHER SHALL BE PRESSURE TREATED SOUTHERN PINE NO.2 PER "NDS FOR WOOD CONSTRUCTION." MIN. PROPERTY MEMBERS SHAL LBE IN ACCORDANCE WITH TABLE 4B IN THE NDS FOR WOOD CONSTRUCTION. 3.0 MASONRY 3.1 ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 TYPE 1 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI AND A PRISM STRENGTH OF F'm = 1500. 3.2 GALVANIZED HORIZONTAL JOINT REINFORCEMENT SHALL BE 9 GA. MIN. CONFORMING TO ASTM A82 AND A153, CLASS B2, HOT DIPPED GALVANIZED. 3.3 MASONRY MORTAR SHALL BE ASTM C270 TYPE S. PROVIDE SUBMITTAL FOR REVIEW AND APPROVAL. 3.4 ALL MASONRY CELLS CONTAINING REINFORCEMENT SHALL BE FILLED WITH GROUT. 3.5 PROVIDE GROUT-FILLED CMU UNDER ALL LINTEL BEARING POINTS. 3.6 PRECAST MASONRY LINTEL SHALL BE A 8-INCH WIDE SOLID PRECAST LINTEL BY YORK BUILDING PRODUCTS. LINTEL SHALL HAVE A 2-HOUR FIRE RATING. PRECAST LINTEL SHALL BE REINFORCED WITH (2) #4 BOTTOM. LINTEL SHALL HAVE A MINIMUM BEARING LENGTH OF 8 INCHES. 3.7 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH "SPECIFICATIONS FOR MASONRY STRUCTURES" ACI 530/ASCE 6/TMS 602. 3.8 ALL CMU GROUT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 2000PSI. 3.9 REINFORCING STEEL SHALL BE HELD IN ALIGNMENT AND POSITION DURING GROUT OPERATIONS USING REBAR POSITIONERS. 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 CODE SUMMARY CONSTRUCTION TYPE: IIB OCCUPANCY CLASSIFICATION: MIXED USE, SEPARATED OCCUPANCIES: BUSINESS GROUP B, MERCANTILE GROUP M OCCUPANCY OF RENOVATED AREA: BUSINESS GROUP B ++ THE EXISTING BUILDING HAS WOOD FRAMING THAT WILL REMAIN. ALL NEW FRAMING TO BE METAL, TO COMPLY WITH THE CONSTRUCTION TYPE. CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS 305.6 ALTERATIONS EXCEPTION 2: ACCESSIBLE MEANS OF EGRESS REQUIRED BY CHAPTER 10 OF THE BUILDING CODE OF NEW YORK STATE ARE NOT REQUIRED TO BE PROVIDED IN EXISTING FACILITIES. 305.8.1 ENTRANCES WHERE AN ALTERATION INCLUDES ALTERATIONS TO AN ENTRANCE THAT IS NOT ACCESSIBLE, AND THE FACILITY HAS AN ACCESSIBLE ENTRANCE, THE ALTERED ENTRANCE IS NOT REQUIRED TO BE ACCESSIBLE UNLESS REQUIRED BY SECTION 305.7. SIGNS COMPLYING WITH SECTION 1111 OF THE BUILDING CODE OF NEW YORK STATE SHALL BE PROVIDED. ++ AN ACCESSIBLE MEANS OF EGRESS WILL BE PROVIDED FROM ROOM 180. THE PRIMARY ACCESSIBLE ENTRANCE WILL THROUGH THE EXISTING DOOR TO THE NORTH. PER SECTION 1111, SIGNAGE WILL BE ADDED. 2020 EXISTING BUILDING CODE OF NEW YORK STATE CHAPTER 6 CLASSIFICATION OF WORK SECTION 603 ALTERATION – LEVEL 2 603.1 SCOPE LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OR ANY ADDITIONAL EQUIPMENT. 603.2 APPLICATION LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8. ++ THIS PROJECT HAS BEEN DEEMED A LEVEL 2 ALTERATION AS IT INCLUDES THE RECONFIGURATION AND EXTENSION OF THE ELECTRICAL SYSTEM, THE ADDITION OF A DOOR, AND THE INSTALLATION OF ADDITIONAL EQUIPMENT. CHAPTER 8 ALTERATIONS – LEVEL 2 SECTION 803 FIRE PROTECTION 803.1 SCOPE THE REQUIREMENTS OF THIS SECTION SHALL BE LIMITED TO WORK AREAS IN WHICH LEVEL 2 ALTERATIONS ARE BEING PERFORMED, AND WHERE SPECIFIED THEY SHALL APPLY THROUGHOUT THE FLOOR ON WHICH THE WORK AREAS ARE LOCATED OR OTHERWISE BEYOND THE WORK AREA. 803.2 AUTOMATIC SPRINKLER SYSTEMS AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 803.2.1 THROUGH 803.2.4. INSTALLATION REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. 2020 BUILDING CODE OF NEW YORK STATE CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: TYPE IIB, NOT SPRINKLERED, B AND M = 55' TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: TYPE IIB, NOT SPRINKLERED, B AND M = 3 AND 2 STORIES TABLE 506.2 ALLOWABLE AREA FACTOR IN SQUARE FEET: TYPE 1B, NOT SPRINKLERED, B AND M = UNLIMITED SECTION 508 MIXED USE AND OCCUPANCY EACH PORTION OF A BUILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP, THE BUILDING OR PORTION THEROF SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 508.2, 508.3 OR 508.4, OR A COMBINATION OF THESE SECTIONS. 508.4 - SEPARATED OCCUPANCIES BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS SEPARATED OCCUPANCIES. ++ PER TABLE 508.4 – (REQUIRED SEPARATION OF OCCUPANCIES (HOURS) OCCUPANCY B AND M, IN A BUILDING NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM, THERE IS NO SEPARATION REQUIREMENT. CHAPTER 11 ACCESSIBILITY SECTION 1111.1 SIGNS REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS. 5. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE. ++ A SIGN HAS BEEN ADDED AT THE PRIMARY ACCESSIBLE ENTRANCE. 1. CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY SECTION 401 GENERAL APPLICATION – COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE FOLLOWING: 2. PRESCRIPTIVE COMPLIANCE PATH : THE REQUIREMENTS OF SECTIONS C402 THROUGH C405 AND C408. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH SECTION C406 AND TENANT SPACES SHALL COMPLY WITH SECTION 406.1.1 ++ A PRESCRIPTIVE COMPLIANCE PATH IS USED. SECTION 401.2.1 APPLICATION TO REPLACEMENT FENESTRATION PRODUCTS WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION PROJECT, INCLUDING SASH AND GLAZING, THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC IN TABLE C402.4 TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS ++ THE NEW ENTRANCE DOOR WILL MEET THE REQUIRMENTS OF NY TABLE C402.4 FOR CLIMATE ZONE 6, U FACTOR = .77 MAX. SECTION 402 BUILDING ENVELOPE REQUIREMENTS C402.1 GENERAL (PRESCRIPTIVE) BUILDING THERMAL ENVELOPE ASSEMBLIES FOR BUILDINGS THAT ARE INTENDED TO COMPLY WITH THE CODE ON A PRESCRIPTIVE BASIS IN ACCORDANCE WITH THE COMPLIANCE PATH DESCRIBED IN ITEM 2 OF SECTION C401.2 SHALL COMPLY WITH THE FOLLOWING: THE OPAQUE PORTIONS OF THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH THE SPECIFIC INSULATION REQUIREMENTS OF SECTION C402.2 AND THE THERMAL REQUIREMENTS OF EITHER THE R- VALUE-BASED METHOD OF SECTION C402.1.3; THE U-, C- AND F-FACTOR-BASED METHOD OF SECTION C402.1.4; OR THE COMPONENT PERFORMANCE ALTERNATIVE OF SECTION C402.1.5. ++ PER TABLE C402.1.3 (R-VALUE METHOD), MASS WALLS, ABOVE GRADE, CLIMATE ZONE 6, R-13.3 CI IS REQUIRED. PLEASE SEE WALL TYPE W1 INCLUDES MINIMUM CONTINUOUS INSULATION R-13.3. 2. ROOF SOLAR REFLECTANCE AND THERMAL EMITTANCE SHALL COMPLY WITH SECTION C402.3. ++ (NOT APPLICABLE) 3. FENESTRATION IN BUILDING ENVELOPE ASSEMBLIES SHALL COMPLY WITH SECTION C402.4. ++ THE ENTRANCE DOOR WILL MEET THE REQUIREMENTS OF NY TABLE C402.4 FOR CLIMATE ZONE 6, U FACTOR = .77 MAX. 4. AIR LEAKAGE OF BUILDING ENVELOPE ASSEMBLIES SHALL COMPLY WITH SECTION C402.5. (C402.5 AIR LEAKAGE - THERMAL ENVELOPE, THE THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS C402.5.1 THROUGH C402.5.8, OR THE BUILDING THERMAL ENVELOPE SHALL BE TESTED...) FULLY GROUTED CONCRETE BLOCK MASONRY. CONCRETE MASONRY WALLS COATED WITH EITHER ONE APPLICATION OF BLOCK FILLER OR TWO APPLICATIONS OF A PAINT OR SEALER COATING. C402.5.1.2 AIR BARRIER COMPLIANCE OPTIONS A CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL COMPLY WITH SECTION 402. 5.1.2.1 OR C402.5.1.2.2 SECTION 402. 5.1.2.1 MATERIALS MATERIALS IN ITEMS 1-16 SHALL BE DEEMED TO COMPLY WITH THIS SECTION, PROVIDED THAT JOINTS ARE SEALED, AND MATERIALS ARE INSTALLED AS AIR BARRIERS IN ACCORDANCE WITH THE MANUFACTURER ’S INSTRUCTIONS. 14. FULLY GROUTED CONCRETE BLOCK MASONRY ++ COMPLIANCE IS ACHIEVED THROUGH PROVIDING FULLY GROUTED CONCRETE BLOCK MASONRY. SECTION 402.5.7 VESTIBULES BUILDING ENTRANCES SHALL BE PROTECTED WITH AN ENCLOSED VESTIBULE, WITH ALL DOORS OPENING INTO AND OUT OF THE VESTIBULE EQUIPPED WITH SELF-CLOSING DEVICES. VESTIBULES SHALL BE DESIGNED SO THAT IN PASSING THROUGH THE VESTIBULE IT IS NOT NECESSARY FOR THE INTERIOR AND EXTERIOR DOORS TO OPEN AT THE SAME TIME. tHE INSTALLATION OF ONE OF MORE REVOLVING DOORS IN THE BUILDING ENTRANCE SHALL NOT ELIMINATE THE REQUIREMENT THAT A VESTIBULE BE PROVIDED ON ANY DOORS ADJACENT TO REVOLVING DOORS. EXCEPTIONS: VESTIBULES ARE NOT REQUIRED FOR THE FOLLOWING: 4. DOORS THAT OPEN DIRECTLY FROM A SPACE LESS THAN 3000 SQUARE FEET IN AREA ++ THE NEW ENTRY DOOR OPENS DIRECTLY FROM A SPACE LESS THAN 3000 SQUARE FEET. THEREFORE, THE VESTIBULE HAS BEEN ELIMATED IN ORDER TO ALLOW FOR AN ACCESSIBLE MEANS OF EGRESS. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SECTION 805 MEANS OF EGRESS 805.4.2 DOOR SWING IN THE WORK AREA AND IN THE EGRESS PATH FROM ANY WORK AREA TO THE EXIT DISCHARGE, ALL EGRESS DOORS SERVING AN OCCUPANT LOAD GREATER THAN 50 SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. ++ THE OCCUPANT LOAD IS LESS THAN 50. THE DOOR IS NOT REQUIRED TO SWING IN THE DIRECTION OF EGRESS. HOWEVER, A DOOR SWINGING IN THE DIRECTION OF EGRESS HAS BEEN PROVIDED. [NY] 803.2.2 GROUPS A, B, E, F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2 IN BUILDINGS WITH OCCUPANCIES IN GROUPS A, B, E, F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2, WORK AREAS THAT HAVE EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT OR THAT HAVE EXITS OR CORRIDORS SERVING AN OCCUPANT LOAD GREATER THAN 30 SHALL BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION WHERE BOTH OF THE FOLLOWING CONDITIONS OCCUR: THE WORK AREA IS REQUIRED TO BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE AS APPLICABLE TO NEW CONSTRUCTION. THE WORK AREA EXCEEDS 50 PERCENT OF THE FLOOR AREA. ++ THE WORK AREA IS LESS THAN 50 PERCENT OF THE FLOOR AREA. GIVEN THAT BOTH CONDITIONS ARE NOT MET, THE SPRINKLER SYSTEM IS NOT REQUIRED. CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 – FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) CONSTRUCTION TYPE IIB: PRIMARY STRUCTURAL FRAME: 0 HR BEARING WALLS EXTERIOR: 0 HR BEARING WALLS INTERIOR: 0 HR NONBEARING WALLS AND PARTITIONS: 0 HR FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HR ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HR CHAPTER 10 EXIT MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: CALCULATED: 9 ACTUAL: 10 SECTION 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE OCCUPANCY B – 100’ (OCCUPANT LOAD IS LESS THAN OR EQUAL TO 30) (WITHOUT SPRINKLER SYSTEM) SECTION 1017 EXIT ACCESS TRAVEL DISTANCE: OCCUPANCY B – 200’ (WITHOUT SPRINKLER SYSTEM) ACTUAL EXIT ACCESS TRAVEL DISTANCE = 52'-0" SECTION 1010 DOORS, GATES AND TURNSTILES 1010.1.2.1 DIRECTION OF SWING PIVOT OR SIDE-HINGED SWINGING DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY. ++ OCCUPANT LOAD IS LESS THAN 50, THE DOOR IS NOT REQUIRED TO SWING IN THE DIRECTION OF EGRESS. HOWEVER, A DOOR SWINGING IN THE DIRECTION OF EGRESS HAS BEEN PROVIDED. 2020 BUILDING CODE OF NEW YORK STATE (CONTINUED) CODE SUMMARY 180 OFFICE AREA OF WORK CODE LEGEND COMMON PATH OF EGRESS TRAVEL EXIT ACCESS TRAVEL DISTANCE MINIMUM 2-HOUR CONSTRUCTION E LOCATION OF EXITS E ACTUAL EXIT ACCESS TRAVEL 5 2 ' - 0 " SECTION 1006 PER TABLE 1006.2.1 (OCCUPANCY B, OCCUPANT LOAD IS LESS THAN OR EQUAL TO 30) MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE - 100'-0" SECTION 1017 PER TABLE 1017.2 (OCCUPANCY B) MAXIMUM EXIT ACCESS TRAVEL DISTANCE - 200'-0"E A ACCESSIBLE ENTRANCE A FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER A-002 15841375 CODE COMPLIANCE PLAN M. WALKER MEW 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 NOT TO SCALE11ST FLOOR CODE COMPLIANCE 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 1 W1 AL I G N 1026 SF EXISTING EXISTING 180 EXISTING EXISTING OFFICE 2 34 2 A-001 ________ 3 A-601 Sim ________ 4 A-601 Sim ________ 4 A-601 Sim ________ 5 3 A-601 Sim ________ 5 6 7 2' - 0 " 5 5 5 8 9 10 3 3 3 3 4 11 EXIST. XFMR 12 13 194 180A 180B 180C 193 194A 1006610065 10051 192 14 1 2 2 3 3 4 7 7 EXIST. XFMR 7 6 5 180A 180B 180C 180 193192 194 194A 10051 A-101 FINISH LEGEND (INTERIOR & EXTERIOR BASIS OF DESIGN PRODUCTS) CLG FIN FLR FIN ROOM # BASE FIN WALL FIN AREA SF ROOM NAME PT1 PAINT (AT NEW WALL TYPE W1) BENJAMIN MOORE COLOR: OC-146 LINEN WHITE, SATIN RB BASE (AT NEW WALL TYPE W1) TARKETT - BASEWORKS THERMOSET RUBBER (TYPE TS) 4" COVE BASE COLOR: MATCH EXISTING EXTERIOR: PT2 PRIMER/PAINT (AT NEW CMU WALL & ADJACENT EXISTING ELEVATION) BENJAMIN MOORE SATIN FINISH 1ST COAT CORONADO SUPER KOTE 5000 PRODUCTION BLOCK FILLER 958-11 2ND COAT CORONADAO CRYLI COTE 100% ACRYLIC SATIN HOUSE & TRIM PAINT 410 3RD COAT CORONADAO CRYLI COTE 100% ACRYLIC SATIN HOUSE & TRIM PAINT 410 SS1 STAIN SYSTEM (AT NEW FENCE) BENJAMIN MOORE SEMI-TRANSPARENT STAIN (2) COATS ARBORCOAT SEMI-TRANSPARENT DECK & SIDING STAIN K638 INTERIOR: FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER A-101 15841375 DEMOLITION, RENOVATION & FINISH PLANS M. WALKER MEW 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 A-101 KEYED RENOVATION NOTES 1 DOOR AND FRAME TO BE OFCI. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 2 PROVIDE SCHLUTER RENO-RAMP/-K TRANSITION PROFILE, OR EQUAL, AT INTERSECTION OF EXISTING TILE FLOOR AND CARPET. 3 ALL EXISTING FURNITURE TO REMAIN IN PLACE DURING CONSTRUCTION. PROTECT AS REQUIRED AND AS APPROVED BY THE OWNER'S REPRESENTATIVE. 4 NEW 50KW GENERATOR. SEE ELECTRICAL DRAWINGS. 5 AT WOOD POST INSTALLATION, PROVIDE RESTORATION OF EXISTING PAVEMENT TO CLEAN LINES IN ACCORDANCE WITH DETAIL 4/ C-101. SEE 3/ A-601 AND CIVIL DRAWINGS. 6 (PT2) PRIME AND PAINT NEW CMU BLOCK AND LINTEL. PREP AND PAINT EXISTING CMU BLOCK AT ADJACENT ENTRANCE ELEVATION. SEE 2/ A-001 FOR EXTENT. 7 (SS1) STAIN NEW FENCE STRUCTURE AND PICKETS. PREP AND STAIN EXISTING FENCE STRUCTURE. 8 EXPANSION JOINT, SEGMENT A. SEE STRUCTURAL DRAWINGS 9 EXPANSION JOINT, SEGMENT D. SEE STRUCTURAL DRAWINGS 10 EXPANSION JOINT, SEGMENT F. SEE STRUCTURAL DRAWINGS 11 NEW CROSSWALK STRIPING. SEE C-101 FOR DETAILS. 12 REINSTALL SALVAGED BENCH. 13 REINSTALL SALVAGED CIGARETTE RECEPTACLE. 14 SEE FINISH LEGEND BELOW FOR PRODUCT INFORMATION. PAINT AND RB AT NEW WALL # A-101 KEYED DEMOLITION NOTES 1 DEMOLISH STOREFRONT ASSEMBLY IN ENTIRETY. RETAIN EXISTING WALL. PROTECT ADJACENT FLOOR AND WALL FINISHES. 2 DEMOLISH SECTION OF FENCE ASSEMBLY IN ENTIRETY. 3 DEMOLISH WOOD FENCE PICKETS. EXISTING 4x4 WOOD POSTS AND 2x4 FRAMING TO REMAIN. 4 FOUR (4) WOOD POSTS TO BE REMOVED. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 5 REMOVE EXISTING CIGARETTE RECEPTACLE AND SAVE FOR REINSTALLATION. 6 REMOVE EXISTING BENCH AND SAVE FOR REINSTALLATION. 7 DEMOLISH PORTION OF WALL AS SHOWN FOR INSTALLATION OF NEW EXPANSION JOINT. SEE STRUCTURAL DRAWINGS. # 0' 4' 8' 16' SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"2 FIRST FLOOR RENOVATION PLAN SCALE: 1/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN GENERAL DEMOLITION NOTES 1.0 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO THE START OF DEMOLITION. 2.0 DIMENSIONS SHOWN TO PROVIDE A NEW OPENING IN AN EXISTING WALL SHALL BE COORDINATED FOR SIZE AND LOCATION WITH THE NEW WORK PLAN. 3.0 CONTRACTOR SHALL COORDINATE REMOVALS WITH ALL ASSOCIATED CONTRACTORS PRIOR TO DEMOLITION. 4.0 CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGES SUSTAINED TO ADJACENT EXISTING CONDITIONS DURING THE REMOVAL OF EXISTING BUILDING ELEMENTS. GENERAL RENOVATION NOTES 1.0 ALL DIMENSIONS FOR EXISTING WALLS ARE TO THE FACE OF FINISH UNLESS NOTED OTHERWISE. ALL DIMENSIONS FOR NEW WALLS ARE TO THE FACE OF FRAMING UNLESS NOTED OTHERWISE. 2.0 ROOF WORK IS REQUIRED FOR INSTALLATION OF EXPANSION JOINTS. SEE STRUCTURAL DRAWINGS FOR EXTENT AND DETAILS. BE ADVISED THAT BOTH THE UPPER AND MID ROOF ARE UNDER WARRANTY. WORK WILL NEED TO BE INSTALLED BY A CERTIFIED INSTALLER AND MEET MANUFACTURER'S APPROVED DETAILS. GC TO COORDINATE ALL WORK TO ENSURE ROOF WARRANTY IS MAINTAINED SEE BELOW FOR ROOF WARANTEE NUMBERS. 3.0 UPPER ROOF: CARLISLE ROOFING SYSTEMS, INC. WARRANTY NUMBER: 1575482 MID ROOF: SIKA SARNAFIL WARRANTY SERIAL NUMBER: 0000004272-205411.1 4.0 MAINTAIN A WATER TIGHT ASSEMBLY AS BUILDING WILL BE OCCUPIED DURNING CONSTRUCTION. 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 8' - 0" 1 2 3VI F 8' - 0 1 / 2 " 111 1 1 4 4 1 1 180 180C180B180A 193 194 10051 192 1 111 1 2 33 2' - 8" 4' - 5 3/4" 1 3' - 0 " . 2 4 4 180 180C180B180A 193 194 10051 192 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER A-102 15841375 REFLECTED CEILING PLANS M. WALKER MEW 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 SCALE: 1/8" = 1'-0"2 FIRST FLOOR REFLECTED CEILING RENOVATION PLAN A-102 KEYED RENOVATION NOTES 1 INSTALL SALVAGED CEILING PANELS AND GRID. 2 AT EXISTING POWER POLE LOCATION, PROVIDE REPLACEMENT CEILING PANEL TO MATCH ADJACENT. SEE ELECTRICAL DRAWINGS. 3 INSTALL NEW GYPSUM BOARD CEILING. EXISTING WOOD FRAMING MEMBERS MAY BE UTILIZED. NEW FRAMING MEMBERS TO BE METAL. 4 INSTALL NEW GYPSUM BOARD CEILING TO MATCH ELEVATION OF ADJACENT GYPSUM BOARD CEILING. SCALE: 1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN A-102 KEYED DEMOLITION NOTES 1 REMOVE AND PROTECT EXISTING CEILING PANELS AND GRID AS REQUIRED FOR INSTALLATION OF NEW SPRINKLERS. 2 EXISTING CEILING GRID AND PANELS TO REMAIN IN PLACE. 3 REMOVE AND DISPOSE OF PORTION OF EXISTING GYPSUM CEILING TO LIMITS AS SHOWN AND AS REQUIRED FOR INSTALLATION OF NEW SPRINKLERS. 4 REMOVE AND PROTECT EXISTING CEILING PANELS AND GRID AS REQUIRED FOR INSTALLATION OF NEW ROOF EXPANSION JOINTS. # # 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 EXISTING ROOF TOP UNIT EXISTING LOW ROOF TO REMAIN +/ - 4' - 0 " +/- 4' - 0" +/ - 4' - 0 " EXISTING UPPER EPDM ROOF TO REMAIN, SEE GENERAL RENOVATION NOTES FOR WARRANTY INFORMATION EXISTING MID PVC ROOF TO REMAIN, SEE GENERAL RENOVATION NOTES FOR WARRANTY INFORMATION 1 2 2 2 3 4 5 5 5 +/ - 1' - 5 " 6 7 EXISTING METAL COPING TO REMAIN 8 8 8 1 2 2 3 3 2 34 1 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER A-103 15841375 ROOF DEMOLITION AND RENOVATION PLANS M. WALKER MEW 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 SCALE: 1/8" = 1'-0"1 ROOF DEMOLITION PLAN 0' 4' 8' 16' SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"2 ROOF RENOVATION PLAN GENERAL DEMOLITION NOTES 1.0 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO THE START OF DEMOLITION. 2.0 DIMENSIONS SHOWN TO PROVIDE A NEW OPENING IN AN EXISTING WALL SHALL BE COORDINATED FOR SIZE AND LOCATION WITH THE NEW WORK PLAN. 3.0 CONTRACTOR SHALL COORDINATE REMOVALS WITH ALL ASSOCIATED CONTRACTORS PRIOR TO DEMOLITION. 4.0 CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGES SUSTAINED TO ADJACENT EXISTING CONDITIONS DURING THE REMOVAL OF EXISTING BUILDING ELEMENTS. GENERAL RENOVATION NOTES 1.0 ALL DIMENSIONS FOR EXISTING WALLS ARE TO THE FACE OF FINISH UNLESS NOTED OTHERWISE. ALL DIMENSIONS FOR NEW WALLS ARE TO THE FACE OF FRAMING UNLESS NOTED OTHERWISE. 2.0 ROOF WORK IS REQUIRED FOR INSTALLATION OF EXPANSION JOINTS. SEE STRUCTURAL DRAWINGS FOR EXTENT AND DETAILS. BE ADVISED THAT BOTH THE UPPER AND MID ROOF ARE UNDER WARRANTY. WORK WILL NEED TO BE INSTALLED BY A CERTIFIED INSTALLER AND MEET MANUFACTURER'S APPROVED DETAILS. GC TO COORDINATE ALL WORK TO ENSURE ROOF WARRANTY IS MAINTAINED SEE BELOW FOR ROOF WARANTEE NUMBERS. 3.0 UPPER ROOF: CARLISLE ROOFING SYSTEMS, INC. WARRANTY NUMBER: 1575482 MID ROOF: SIKA SARNAFIL WARRANTY SERIAL NUMBER: 0000004272-205411.1 4.0 MAINTAIN A WATER TIGHT ASSEMBLY AS BUILDING WILL BE OCCUPIED DURNING CONSTRUCTION. # #A-103 KEYED DEMOLITION NOTES 1 DEMOLISH PORTION OF UPPER ROOF AS SHOWN.INSTALL TEMPORARY TIE IN IMMEDIATELY TO MAKE WEATHER TIGHT. SEE STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 2 REMOVE AND SALVAGE PORTION OF EXISTING METAL COPING AND CLEATS AT PARAPET TO ALLOW FOR INSTALLATION OF EXPANSION JOINT. 3 DEMOLISH PORTION OF LOWER ROOF AS SHOWN. INSTALL TEMPORARY TIE IN IMMEDIATELY TO MAKE WEATHER TIGHT. SEE STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 4 REMOVE PORTION OF LOW PARAPET WALL AND ADJACENT OVERLAPPING ROOF MEMBRANE AND ROOF COMPONENTS TO THE NORTH AS REQUIRED FOR INSTALLATION OF EXPANSION JOINT. SEE STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 5 REMOVE ALL ROOF COMPONENTS AT PARAPET WALL FOR INSTALLATION OF EXPANSION JOINT. 6 REMOVE AND SALVAGE PORTION OF EXISTING METAL COPING AND CLEATS AT PARAPET AS REQUIRED FOR ROOF TIE IN. 7 REMOVE ALL ROOF COMPONENTS AT PARAPET WALL AS REQUIRED FOR INSTALLATION OF ROOF TIE IN. 8 DEMOLISH PORTION OF PARAPET AS SHOWN FOR INSTALLATION OF NEW EXPANSION JOINT. SEE STRUCTURAL DRAWINGS A-103 KEYED RENOVATION NOTES 1 INSTALL NEW EPDM ROOF SYSTEM TO TIE IN WITH EXISTING AND NEW EXPANSION JOINT. STAGGER INSULATION BOARDS AS REQUIRED FOR INSTALLATION 2 INSTALL SALVAGED METAL COPING AND CLEATS. PREPARE HEMMED EDGE AT INTERSECTION WITH NEW EXPANSION JOINT. 3 INSTALL NEW PVC ROOF SYSTEM TO TIE IN WITH EXISTING AND NEW EXPANSION JOINT. STAGGER INSULATION BOARDS AS REQUIRED FOR INSTALLATION 4 NEW EXPANSION JOINT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DETAILS. 1 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 FRAME F1 7' - 0 " 3' - 0" DOOR D1 4" S E E S C H E D U L E CONTINUOUS SEALANT (ALL SIDES) WIRE MASONRY ANCHOR HOLLOW METAL DOOR FRAME DOOR AND HARDWARE AS SCHEDULED 2"SEE SCHEDULE GROUT FOLLOWING INSTALLATION OF FLEXIBLE ELECTRICAL CONDUIT. 3' - 6 " M I N . 7' - 0 " 6" 4x4 PRESSURE TREATED WOOD POST 2x4 PRESSURE TREATED WOOD 1x5 PRESSURE TREATED WOOD FENCE- MATCH PROFILE OF EXISTING 8' - 0 " 16" DIA. SONOTUBE TOP OF NEW PAVEMENT- SEE DETAIL 4/ C-101 7' - 0 " 1' - 0 " 6" EXISTING 4x4 PRESSURE TREATED WOOD POST EXISTING 2x4 PRESSURE TREATED WOOD NEW 1x5 PRESSURE TREATED WOOD FENCE PICKET- MATCH PROFILE OF EXISTING TOP OF EXISTING PAVEMENT ACCESSIBLE AND USABLE BUILDINGS AND FACILITES 2009 OF NEW YORK STATE 703.3.10 HEIGHT ABOVE FLOOR RAISED CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER. 703.4.5 MOUNTING HEIGHT BRAILLE SHALL BE 48 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE BRAILLE CELLS. 55 " T O B A S E L I N E O F L O W E S T B R A I L L E C E L L 2" CL ACCESSIBLE 9" 4" 3/ 4 " ENTRANCE3/ 8 " 3/ 4 " MI N I M U M 3/ 8 " RAISED CHARACTERS, 1/32" MINIMUM FROM FACE OF SIGN BRAILLE 5/ 8 " FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER A-601 15841375 SCHEDULES AND DETAILS M. WALKER MEW 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 DOOR / HARDWARE SCHEDULE DOOR DOOR From Room: Number To Room: Number DOOR FRAME FI R E R A T I N G GL A Z I N G T Y P E HARDWARE DETAILS REMARKSDOOR LOCATION HAND PANEL SIZE EL E V A T I O N T Y P E MA T E R I A L EL E V A T I O N T Y P E MA T E R I A L HW S E T JAMBWI D T H HE I G H T TH I C K N E S S 34 OFFICE 180 180 RHR 7' - 0" 1 3/4" D1 HM F1 HM - - OFCI 2/A601 OFCI NOT TO SCALE1DOOR AND FRAME TYPE SCALE: 3" = 1'-0"2 TYPICAL JAMB DETAIL SCALE: 1" = 1'-0"3 SECTION THRU NEW FENCE SCALE: 1" = 1'-0"4 SECTION THRU EXISTING FENCE NOT TO SCALE5SIGN MOUNTING- AT EXTERIOR DOOR NOT TO SCALE6SIGNAGE AT EXTERIOR DOOR 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% CD REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 0' 3" 6" 9" SCALE: 3" = 1'-0" 1.5" 0' 6" 1' 2' SCALE: 1" = 1'-0" 11 10 2023 MORTAR PATCH WALL TO SEAL PIPE PENETRATION CMU WALL ESCUTCHEON (EXPOSED PENETRATIONS ONLY) PIPE CONTINUOUS SEALANT NOTES: 1. REFER TO S-001 FOR CUTTING AND CORING OF EXISTING MASONRY WALLS. FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER FP-001 15841375 FIRE PROTECTION GENERAL NOTES AND SYMBOL LEGENDS T. KOST TJK 2583 NOVEMBER 10, 2023 361 PINE TREE RD ITHACA, NEW YORK 14850 FIRE PROTECTION SCOPE OF WORK 1.0 PROVIDE FIRE PROTECTION MAIN TO SERVE SPRINKLERS IN ROOMS 180, 180A, 180B, AND 180C. 2.0 PROVIDE SPRINKLER LAYOUT AND DISTRIBUTION PIPING TO FULLY SPRINKLER ROOMS 180, 180A, 180B, AND 180C. FIRE PROTECTION GENERAL NOTES 1.0 IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE MODIFICATIONS TO THE WET FIRE PROTECTION SYSTEMS FOR THE PROTECTION OF THE EAST HILL PLAZA COMPLEX. 2.0 PRIOR TO ALTERATIONS, THE SPRINKLER CONTRACTOR SHALL FIELD VERIFY EXTENT OF ALTERATION AND NEW WORK, WITH REGARD TO EXISTING CONDITIONS AT PIPE PENETRATIONS THROUGH WALLS, CEILINGS AND SOFFITS. 3.0 ALL SPRINKLER COMPONENTS SHALL BE UNDERWRITER'S LABORATORIES (UL) AND FACTORY MUTUAL (FM) APPROVED. 4.0 NEW SPRINKLER SYSTEM PIPING SHALL BE INSTALLED IN EXPOSED AND CONCEALED LOCATIONS AS SHOWN AND NOTED ON PLANS. PIPING AND HANGER ASSEMBLIES SHALL BE UN-PAINTED ABOVE CEILINGS, BUT WILL BE PAINTED TO MATCH EXISTING IN EXPOSED LOCATIONS TO MATCH SURROUNDING UTILITIES / ARCHITECTURE. 5.0 THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERAL ARRANGEMENT OF THE ITEMS INCLUDED IN THE FIRE PROTECTION WORK. AS SUCH, CONTRACTOR MUST PROVIDE A COMPLETE SPRINKLER SYSTEM IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF FM GLOBAL STANDARDS, THE NFPA 13-INSTALLATION OF FIRE PROTECTION SYSTEMS, THE NEW YORK STATE BUILDING CODES, THE NEW YORK STATE FIRE CODES, LOCAL CODES, AND GOVERNING AUTHORITIES. THE DESIGN OF FIRE PROTECTION SYSTEMS TO WITHSTAND SEISMIC EVENTS MUST BE IN ACCORDANCE WITH THE CRITERIA DEVELOPED BY THE NFPA. 6.0 CONTRACTOR MUST REQUEST SPRINKLER SYSTEM SHUTDOWNS THROUGH CORNELL CUSTOMER SERVICE (607.255.5322) A MINIMUM OF TEN (10) DAYS PRIOR TO THE SHUTDOWN DATE. THE CONTRACTOR WILL BEAR THE COST OF THE UTILITY SHUTDOWN. NOTIFY THE OWNER'S REPRESENTATIVE TO COORDINATE BUILDING FUNCTIONS WITH THE BUILDING COORDINATOR. 7.0 COORDINATE THE EXACT LOCATION OF SPRINKLERS, EQUIPMENT, AND DEVICES WITH STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER TRADES DRAWINGS PRIOR TO ROUGH-IN AND INSTALLATION. 8.0 SPRINKLER PIPING MUST BE ARRANGED TO DRAIN THROUGH THE MAIN DRAIN VALVE WHENEVER PRACTICAL. ALL TRAPPED SECTIONS OF PIPE, EXCEPT THOSE SUPPLYING A SINGLE SPRINKLER, WILL BE PROVIDED WITH A DRUM-DRIP ASSEMBLY. 9.0 PIPE PENETRATIONS THROUGH CONCRETE WALLS SHALL BE SEALED WITH MORTAR AROUND PIPING. 10.0 SPRINKLER PIPING WILL BE LABELED. 11.0 AFTER ALL WORK HAS BEEN COMPLETED, ACCEPTANCE TESTING MUST BE SCHEDULED THROUGH EH&S, AND MUST BE WITNESSED BY EH&S AND TOWN OF ITHACA BUILDING DEPARTMENT REPRESENTATIVE. 12.0 HYDROSTATIC TEST WILL BE PERFORMED AT 200 PSI (OR 50 PSI ABOVE STATIC PRESSURE IF SYSTEM PRESSURE IS ABOVE 150 PSI), FOR A PERIOD OF 2-HOURS. A REPRESENTATIVE OF ENVIRONMENTAL HEALTH AND SAFETY MUST WITNESS HYDROSTATIC TESTING OF THE NEW PIPING INSTALLATIONS AND ALTERATIONS. THE AUTHORITY HAVING JURISDICTION (TOWN OF ITHACA BUILDING DEPARTMENT REPRESENTATIVE) REQUIRES THAT ONE OF THEIR REPRESENTATIVES WITNESSES HYDROSTATIC TESTING AND FLUSHING. ADVANCE NOTICE AND SCHEDULING IS REQUIRED THROUGH EH&S. 13.0 ANY FIRESTOPPING DISTURBED DURING THE COURSE OF WORK MUST BE REPAIRED TO MAINTAIN EXISTING FIRE RATING. 14.0 WHILE SPRINKLER SYSTEM IS OUT OF SERVICE, THE CONTRACTOR MUST PROVIDE TEMPORARY HEAT DETECTORS AT DECK LEVEL IN THE AFFECTED ROOMS. 15.0 CONTRACTOR WILL PROVIDE HYDRAULIC CALCULATIONS FOR THIS PROJECT TO OBTAIN A FIRE PROTECTION PREMIT. SPRINKLER SHOP DRAWINGS AND CALCULATIONS MUST BE STAMPED AND SIGNED BY PROFESSIONAL ENGINEER. GENERAL DRAWING SYMBOLOGY DEMOLISHED WORK EXISTING PIPING TO REMAIN EXISTING TO REMAIN EXISTING WORK TO REMAIN NEW WORK POINT OF CONNECTION POINT OF DISCONNECTION GENERAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ARCH ARCHITECTURAL CL CENTERLINE CLG CEILING CMU CEMENT MASONRY UNIT CU FT CUBIC FEET DIA DIAMETER DIM DIMENSION DWG DRAWING EA EACH EC ELECTRICAL CONTRACTOR ELEC ELECTRICAL EXT EXTERIOR FFL FINISHED FLOOR LEVEL FIN FINISH FP FIRE PROTECTION FT FEET GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GYP GYPSUM HC HEATING CONTRACTOR HVAC HEATING, VENTILATION, AIR CONDITIONING ID INSIDE DIAMETER INT INTERIOR LF LINEAR FEET LTG LIGHTING MAT MATERIAL MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING PC PLUMBING CONTRACTOR PSI POUNDS PER SQUARE INCH RO ROUGH OPENING SAN SANITARY SECT SECTION SF SQUARE FEET SHT SHEET SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STL STEEL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD WO WITHOUT WP WEATHERPROOF WT WEIGHT WTR WATER FIRE PROTECTION PIPING SCHEDULE PIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGS WET SPRINKLER SP ALL SIZES ASTM A 53 TYPE F STEEL, TYPE F, SCHEDULE 40 BLACK, GRADE A CAST OR MALLEABLE IRON THREADED OR DUCTILE IRON GROOVED SPECS: 1. INSTALL FIRE PROTECTION SYSTEM TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS. 2. ALL FIRE PROTECTION PIPING SHALL BE PITCHED BACK TOWARDS THE SOURCE AT 1/4 INCH PER 10 FEET TO FACILITATE MAINTENANCE / DRAINING OF THE SYSTEM. 3. PROVIDE PIPE LABELS AND DIRECTIONAL ARROWS ON ALL NEW PIPING SYSTEMS. LABELS SHALL BE PRINTED PLASTIC WITH CONTACT-TYPE, PERMANENT ADHESIVE BACKING. 4. PIPING SUPPORTS: A. SUPPORT PIPING FROM EXISTING STRUCTURE WITH 3/8" THREADED ROD AND CLEVIS HANGERS. SPRINKLER SCHEDULE SPRINKLER TYPE SERVES MANF BOD MODEL BOD (SIN) RESPONSE ORIFICE (IN)K-FACTOR TEMPERATURE RATING (DEG F)CONSTRUCTION FINISH ESCUTCHEON SEMI-RECESSED PENDENT 180, 180A, 180B, 180C RELIABLE F1FR56 (RA1414) QUICK 1/2 5.6 155 BRASS CHROME F1 - CHROME 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION FIRE PROTECTION SUBMITTAL REGISTRY SECTION DESCRIPTION MATERIAL SH O P D R A W I N G S CO O R D . D R A W I N G S AS - B U I L T D R A W I N G S PR O D U C T D A T A SC H E D U L E S WI R I N G D I A G R A M S CA L C U L A T I O N S SA M P L E S ST A N D A R D S QU A L I F I C A T I O N S CE R T I F I C A T I O N S MF R I N S T R U C T I O N S IN S P . & T E S T R E P O R T S OP S & M A I N T . D A T A WA R R A N T I E S & B O N D S 210517 SLEVES AND SLEEVE SEALS FP PIPING SLEEVES X 211313 WET-PIPE SPRINKLER SYSTEMS HYDRAULIC CALCULATIONS X X 211313 -- STEEL PIPE & FITTINGS X X X X 211313 -- SPRINKLER PRODUCTS X 221101 DRAINAGE AND VENT SYSTEMS PIPING X X NOT TO SCALE1INTERIOR WALL PIPE PENETRATION THROUGH CMU WALL 11 10 2023 180 8" F P ( E ) 8" FP (E) 4" FP (E) 8" F P ( E ) 4" FP 4" F P 2 1/2" FP 1" FP 1" FP 1" FP 1" FP 1" FP 1 1/4" FP 2 1/2" FP 1" F P 1" F P 1" F P 1" FP 1 1/4" FP 1 5 4 4" FP MAIN PENETRATES WALL TO FEED 2ND FLOOR SECTION OF BUILDING 3 150A 150B 150C 150D 150E 150F 150G 150H 150J 180C180B180A 172A 172C 172D 10050 10051 172 10003 172B 10064 10068 173 100651002710026 10066 170 10004 10051 6 7 (TYP. 13) 8 2" FP 2" FP 1" FP 1" FP1" FP 9 2 2 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER FP-101 15841375 FIRE PROTECTION RENOVATION PLAN T. KOST TJK 2583 NOVEMBER 10, 2023 361 PINE TREE RD ITHACA, NEW YORK 14850 SCALE:1/4" = 1'-0"1 FIRST FLOOR FIRE PROTECTION RENOVATION PLAN FP-101 KEYED RENOVATION NOTES 1 CONNECT NEW 4" FP PIPING TO 8" MAIN ABOVE OFFICE 150B. 2 CORE DRILL THROUGH MASONRY WALL TO CREATE PIPE PENETRATION. MORTAR PATCH AROUND PIPING TO SEAL PENETRATION. PROVIDE ESCUTCHEON PLATE TO EXPOSED SIDE OF MASONRY WALL. REFER TO DETAIL 1/FP-001. 3 CORE DRILL THROUGH MASONRY WALL TO CREATE PIPE PENETRATION. MORTAR PATCH AROUND PIPING TO SEAL PENETRATION. PROVIDE ESCUTCHEON PLATE ON BOTH SIDES OF EXPOSED MASONRY WALL. REFER TO DETAIL 1/FP-001. 4 RUN 4" FP PIPING ABOVE EXISTING CEILING IN CORRIDOR 10050. REMOVE SECTIONS OF CEILING AS REQUIRED TO INSTALL PIPING. CEILING TO BE REPAIRED TO MATCH EXISTING AFTER INSTALLATION OF NEW WORK ABOVE. 5 RUN 4" FP PIPING EXPOSED IN SECTION OF CORRIDOR 10051. PAINT PIPE TO MATCH EXISTING UTILITIES. 6 RUN 4" FP PIPING ABOVE EXISTING CEILING IN SECTION OF CORRIDOR 10051. REMOVE CEILING TILES AS REQUIRED TO INSTALL PIPING. REINSTALL EXISTING CEILING TILES AFTER INSTALLATION OF NEW WORK ABOVE. REPLACE ALL CEILING TILES DAMAGED DURING INSTALLATION. 7 PROVIDE SEMI-CONCEALED, PENDANT SPRINKLER HEAD WITH ESCUTCHEON. ROUTE FP DISTRIBUTION PIPING CONCEALED ABOVE CEILING. COORDINATE WITH EXISTING UTILITIES AND STRUCTURE. 8 PROVIDE SEMI-CONCEALED, PENDANT SPRINKLER HEAD WITH ESCUTCHEON IN GYPSUM BOARD CEILING. ROUTE FP DISTRIBUTION PIPING CONCEALED ABOVE CEILING IN SUITE 180. REMOVE SECTIONS OF CEILING AS REQUIRED TO INSTALL SPRINKLER AND ASSOCIATED PIPING. CEILING TO BE REPAIRED TO MATCH EXISTING AFTER INSTALLATION OF NEW WORK ABOVE. COORDINATE WITH EXISTING UTILITIES AND STRUCTURE. 9 PROVIDE FLUSHING VALVE AT THE END OF THE 2" FP SUPPLY PIPING TO FACILITATE SYSTEM DRAINAGE WHEN REQUIRED. # 0' 2' 4'8' SCALE: 1/4" = 1'-0" 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER M-001 15841375 MECHANICAL GENERAL NOTES AND SYMBOL LEGENDS V. KRAMER VAK 2583 NOVEMBER 10, 2023 361 PINE TREE RD ITHACA, NEW YORK 14850 MECHANICAL ABBREVIATIONS BCU BLOWER COIL UNIT CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CC CLEAN CONDENSATE CO CLEAN OUT CS CLEAN STEAM CD CONDENSATE DRAIN EA EXHAUST AIR EAG EXHAUST AIR GRILLE FD FIRE DAMPER GWR GLYCOL HEATING RETURN GWS GLYCOL HEATING SUPPLY HPR HIGH PRESSURE STEAM RETURN HPS HIGH PRESSURE STEAM SUPPLY HWR HOT WATER HEATING RETURN HWS HOT WATER HEATING SUPPLY LPC LOW PRESSURE CONDENSATE LPS LOW PRESSURE STEAM MU MAKE UP WATER MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM NG NATURAL GAS PCWR PROCESS CHILLED WATER RETURN PCWS PROCESS CHILLED WATER SUPPLY HG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION RAG RETURN AIR GRILLE SA SUPPLY AIR SAD SUPPLY AIR DIFFUSER VD VOLUME DAMPER MECHANICAL SYMBOLOGY AIRFLOW BACKFLOW PREVENTER BALANCE VALVE BALL VALVE BOTTOM PIPE CONNECTION BUTTERFLY VALVE CAP OR PLUG CHECK VALVE CIRCULATING PUMP DIRECTION OF FLOW DUCT AIRFLOW DUCT DOWN (EXHAUST OR RETURN) DUCT DOWN (SUPPLY) FIRE AND SMOKE DAMPER IN DUCT FIRE DAMPER IN DUCT FLANGE CONNECTION FLEX CONNECTOR FLEXIBLE CONNECTION FLEXIBLE DUCT FLOW METER FLOW SWITCH FUSIBLE LINK VALVE GLOBE VALVE MANUAL AIRVENT ORIFICE METER PIPE DOWN PIPE UP PIPING REDUCER (CONCENTRIC) PIPING REDUCER (ECCENTRIC) PRESSURE GAUGE PRESSURE OR TEMPERATURE PETES PLUG PRESSURE REDUCING VALVE PRESSURE SWITCH RECTANGULAR ELBOW RECTANGULAR ELBOW WITH TURNING VANES RELIEF VALVE SMOKE DAMPER IN DUCT SOLENOID VALVE STANDARD BRANCH DUCT STEAM TRAP STRAINER (DUPLEX) STRAINER WITH BLOWDOWN VALVE AND CAP SUPPLY THROUGH NEXT FLOOR OR ROOF TEMPERATURE WELL THERMOMETER THERMOMETER (DIAL) TOP PIPE CONNECTION UNION CONNECTION VACUUM BREAKER VOLUME DAMPER IN DUCT CONTROL SYMBOLOGY 2-WAY CONTROL VALVE, DIGITAL 2-WAY CONTROL VALVE, PNEUMATIC 3-WAY CONTROL VALVE, DIGITAL 3-WAY CONTROL VALVE, PNEUMATIC ADDRESSABLE OUTPUT MODULE (FIRE ALARM INTERFACE) AIRFLOW CONTROL VALVE (VENTURI OR VORTEX SHEDDING) AVERAGING SENSOR BINARY POINT BUTTERFLY CONTROL DAMPER CARBON DIOXIDE SENSOR CONDENSATE SENSOR CURRENT SENSOR DEW-POINT SENSOR DIFFERENTIAL PRESSURE SENSOR DIFFERENTIAL PRESSURE SENSOR ELECTRIC TO PNEUMATIC SWITCH ELECTRIC TO PNEUMATIC TRANSDUCER END SWITCH FLOW ELEMENT (METER) FLOW SENSOR HIGH LEVEL SWITCH HUMIDSTAT SENSOR LIQUID IMERSION TEMPERATURE SENSOR LOW LEVEL SWITCH MODULATING MOTOR MOTOR STARTER NETWORK COMMUNICATION POINT, BACnet MSTP OCCUPANCY SENSOR OPEN/CLOSE OPPOSED BLADE CONTROL DAMPER PARALLEL BLADE CONTROL DAMPER PNEUMATIC THERMOSTAT PRESSURE SENSOR PRESSURE SWITCH RELATIVE HUMIDITY SENSOR RELAY ROOM TEMPERATURE SENSOR WITH ADJUSTABLE THERMOSTAT ROOM TEMPERATURE SENSOR WITH OCCUPANCY OVERRIDE ROOM TEMPERATURE SENSOR WITH ON/OFF SWITCH ROOM TEMPERATURE SENSOR WITH VISUAL DISPLAY ROTATION DETECTOR SINGLE POINT SENSOR SMOKE DETECTOR SPEED COMMAND START/STOP STATIC PRESSURE SENSOR SWITCH TEMPERATURE SENSOR TEMPERATURE SENSOR TEMPERATURE SENSOR WITH ADJUSTABLE SETPOINT GENERAL DRAWING SYMBOLOGY DEMOLISHED WORK EXISTING PIPING TO REMAIN EXISTING TO REMAIN EXISTING WORK TO REMAIN NEW WORK POINT OF CONNECTION POINT OF DISCONNECTION CONTROL ABBREVIATIONS AI ANALOG INPUT AO ANALOG OUTPUT AV ANALOG VALUE BI BINARY INPUT BO BINARY OUTPUT BV BINARY VALUE F.L. FAIL LAST N.C. NORMALLY CLOSED N.O. NORMALLY OPEN VFD VARIABLE FREQUENCY DRIVE MECHANICAL SCOPE OF WORK 1.0 FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK. 2.0 PROVIDE NEW COOLING ONLY SPLIT SYSTEM TO SERVE ROOM 180A. INSTALL INDOOR UNIT IN RM 180A. INSTALL CONDENSING UNIT ON ROOF. 3.0 INSTALL REFRIGERANT PIPING PER MANUFACTURER'S SPECIFICATIONS. CONNECT CONDENSATE DRAIN TO EXISTING ROOF DRAIN DISCHARGE PIPING ABOVE CEILING. MECHANICAL GENERAL NOTES 1.0 DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. IF DIMENSIONS OR CONDITIONS ARE FOUND TO BE IN CONFLICT WITH THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY REFER THE CONFLICT TO THE ENGINEER. 2.0 ALL DUCT DIMENSIONS INDICATED ARE IN INCHES, AND ARE INSIDE FREE AND CLEAR DIMENSIONS. 3.0 INSTALL EQUIPMENT TO ENSURE PROPER ACCESS TO CONTROL DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. EQUIPMENT THAT IS NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. 4.0 ALL SYSTEM TESTING SHALL BE CONDUCTED PRIOR TO INSULATION, FIREPROOFING, AND ENCLOSURE IN SHAFTS. ANY RESTORATION WORK REQUIRED AS A RESULT OF DISTURBING FINISHES OR STRUCTURE IN ORDER TO ACCESS SYSTEMS REQUIRING REPAIR SHALL BE AT NO COST TO THE UNIVERSITY. 5.0 CUTTING AND PATCHING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, AND PATCHING TO COMPLETE THE WORK. WHERE EXISTING CONSTRUCTION IS REMOVED, CAUSING AN EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES, RESULTING SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. 6.0 TESTING AND BALANCING: THE CONTRACTOR SHALL BALANCE ALL AIR SYSTEMS AS INDICATED. SUBMIT RESULTS OF TESTING AND BALANCING ON STANDARD TAB CONTRACTOR'S FORMS TO THE ENGINEER FOR REVIEW. SYSTEMS SHALL BE BALANCED TO WITHIN +/- 5% OF DESIGN VALUES. FINAL BALANCING SHALL OCCUR AFTER ALL LEAKS IN THE BUILDING ENVELOPE HAVE BEEN IDENTIFIED AND SEALED. 7.0 ANY FIRESTOPPING DISTURBED DURING THE COURSE OF WORK SHALL BE REPAIRED TO MAINTAIN A 2-HOUR FIRE RATING. 8.0 PNEUMATIC TERMINATIONS: IF COPPER: DEMO BACK TO MAIN AND PROVIDED SOLDERED END CAP IF POLY: DEMO BACK TO MAIN AND PROVIDE BRASS PLUG DO NOT USE SHEETMETAL SCREW OR BEND OVER END OF COPPER TUBE. 9.0 CONTRACTOR SHALL MAINTAIN CONTINOUS NITROGEN DRAW WHILE BRAZING. 10.0 FILTERS: CONTRACTOR TO REPLACE FILTERS IN SUITE 108 ROOF TOP UNIT AT THE COMPLETION OF WORK. MATCH EXISTING. PROVIDE MERV 13 FILTERS IN ROOF TOP UNIT SERVING 109 SUITE DURING THE COURSE OF CONSTRUCTION. AT THE COMPLETION OF WORK, PROVIDE NEW FILTERS TO MATCH EXISTING. MECHANICAL SUBMITTAL REGISTRY SECTION DESCRIPTION MATERIAL SH O P D R A W I N G S CO O R D . D R A W I N G S AS - B U I L T D R A W I N G S PR O D U C T D A T A SC H E D U L E S WI R I N G D I A G R A M S CA L C U L A T I O N S SA M P L E S ST A N D A R D S QU A L I F I C A T I O N S CE R T I F I C A T I O N S MF R I N S T R U C T I O N S IN S P . & T E S T R E P O R T S OP S & M A I N T . D A T A WA R R A N T I E S & B O N D S 221101 DRAINAGE AND VENT SYSTEMS PIPING X X 230523 GENERAL DUTY VALVES FOR HVAC CHECK VALVES X 230529 HANGERS & SUPPORTS FOR HVAC STEEL PIPE HANGERS X 230529 -- EQUIPMENT SUPPORTS X 230593 TESTING, ADJUSTING, & BALANCING FOR HVAC CERTIFIED TEST REPORT X X X 230593 -- EQUIPMENT CALIBRATION X X 230900 INSTRUMENTATION & CONTROL FOR HVAC CONTROLLERS & ENCLOSURES X X X X X 230900 -- TEMPERATURE SENSORS X X 232300 REFRIGERANT PIPING PIPES, TUBES, FITTINGS X X X X X X X X 238126 SPLIT-SYSTEM AIR CONDITIONERS EQUIPMENT X X X X X X X X X X 238126 -- REFRIGERANT X X X X X 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION SPECIFICATIONS: 1) INSTALL ESCUTCHEONS FOR PENETRATIONS OF WALLS, CEILING, AND FLOORS 2) INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM-BOARD PARTITIONS, AND CONCRETE FLOOR AND ROOF SLABS. 3) INSTALL PIPING SYSTEMS TO FACILITATE SERVICE, MAINTENANCE AND REPAIR OR REPLACEMENT OF COMPONENTS. 4) ALL INSULATION AND ADHESIVE SHALL HAVE A MAXIMUM FLAME-SPREAD INDEX OF 25 AND A MAXIMUM SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84. a.TYPE A INSULATION: PRE-FORMED MINERAL FIBERGLASS, ASTM C547 TYPE I, ASTM C1136 FACTORY APPLIED SELF-SEALING ALL SERVICE JACKET. b.TYPE B INSULATION: EXPOSED CELL FLEXIBLE ELASTOMERIC, ASTM C534 TYPE 1 FOR TUBULAR MATERIALS, TYPE II FOR SHEET MATERIALS. 5) ALL PIPING AND INSULATION SYSTEM EXPOSED TO VIEW SHALL BE PAINTED TO MATCH SURROUNDING SURFACES MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH FM APPROVED FIRESTOP MATERIALS 6) PROVIDE PIPE LABELS AND DIRECTIONAL ARROWS ON ALL NEW PIPING SYSTEMS. LABELS SHALL BE PRINTED PLASTIC WITH CONTACT-TYPE, PERMANENT ADHESIVE BACKING. 7) REFRIGERANT PIPING: PRE-FABRICATED LINESET IS ACCEPTABLE. HVAC PIPE AND FITTING SCHEDULE AND SPECIFICATIONS PIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGS JOINT INSULATION REFRIGERATION SUCTION, LIQUID, DISCHARGE RS, RL, RD ALL SIZES ASTM B280 TYPE ACR, NITROGENIZED ASME B16.22 WROUGHT COPPER, LONG RADIUS AWS A5.8 SILVER BRAZE 1", TYPE B (RS ONLY) CONDENSATE DRAIN CD 2" - 3" ASTM B88 TYPE M HARD TEMPER COPPER ASTM B16.22 STD WROUGHT COPPER ASTM B32 SOLDER 1", TYPE A WITH VAPOR RETARDER REFRIGERANT PIPING CONTAINMENT ALL SIZES ASTM F44 I, CPVC, SCHEDULE 40 ASTM F439, CPVC, SCHEDULE 40 SOLID WALL PIPE ASTM D1784 SOLVENT CEMENT, D2855 PRIMER NONE 11 10 2023 EXISTING ROOF TOP UNIT OFFICE 180 FCU-180A 180A 180B 180C 12 3 DN FROM EXISTING ROOF DRAIN REFRIGERANT LINE SET: 3/8" LIQUID 5/8" GAS EXISTING ROOF DOWNSPOUT EXISTING SUPPLY AIR DIFFUSER TYP. EXISTING RETURN GRILLE TYP. 7 T 5 6 4 DN FROM EXISTING ROOF DRAIN 3/4" CONDENSATE DRAIN 12 EXISTING SUPPLY AND RETURN DUCTWORK TO ROOF TOP UNIT ACCU-180A 9 10 11 EXISTING ROOF DRAIN TYP. 2 8 REFRIGERANT LINE SET: 3/8" LIQUID 5/8" GAS MI N I M U M 10 ' - 0 " SLIP SHEET TYP 4 PROVIDE 8" HOLLOW CONCRETE BLOCK OVER UNISTRUT POST PRIOR TO ATTACHING CROSS PIECE. TYP 41' - 6 " 4' - 0" NOTES: 1. BASIS OF DESIGN: RTSEQ-MDF-1 BY ROOFTOP SUPPORT SYSTEMS. 2. SECURE CONDENSING UNIT TO SUPPORT PER MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT SUCTION AND LIQUID LINES CAULK WITH BACKER BEAD WALL OF STRUCTURE ALL STAINLESS STEEL DRAWBAND INTERIOR: LINESET INSTALLED IN CPVC PIPE NEOPRENE BOOT CPVC FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER M-101 15841375 MECHANICAL RENOVATION PLAN V. KRAMER VAK 2583 NOVEMBER 10, 2023 361 PINE TREE RD ITHACA, NEW YORK 14850 #M-101 KEYED RENOVATION NOTES 1 SECURE INDOOR UNIT TO WALL ABOVE EXISTING DOOR FRAME. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 2 INSTALL CONDENSATE PUMP WITH FASCIA KIT PER MANUFACTURER'S RECOMMENDATIONS. 3 PROVIDE BRANCH CONNECTION FITTING TO TIE CONDENSATE TUBING TO EXISTING ROOF DRAIN PIPING ABOVE CEILING. PROVIDE CHECK VALVE ON CONDENSATE DRAIN. 4 FIELD VERIFY PIPE ROUTING AND POINT OF CONNECTION PRIOR TO THE START OF WORK. 5 PROVIDE PIPE BLOCK SUPPORTS AT 4 FT INCREMENTS. DURA-BLOK OR EQUAL. 6 REFRIGERANT LINES SHALL BE SUPPORTED BY STRUT CHANNEL HANGERS AND SUPPORTS. LINES SHALL BE CLAMPED SECURELY TO THE STRUT CHANNEL. CLAMP ASSEMBLIES SHALL BE REFRIGERATION CUSHION CLAMPS: HYDRA-ZORB OR EQUAL. 7 PENETRATE EXTERIOR WALL AND ROUTE REFRIGERANT LINESET UP TO ROOF. COORDINATE FINAL LOCATION WITH ANTENNA SYSTEM AND EXISTING ELEMENTS. SECURE TO EXTERIOR WALL WITH UNISTRUT PIPE STANCHIONS AT 4FT MINIMUM SPACING. 8 ROUTE REFRIGERANT LINE SET ALONG ROOF AS SHOWN. PROVIDE NON-PENETRATING PIPE SUPPORTS. 9 MAINTAIN 10 FT MINIMUM CLEARANCE FROM ROOF EDGE. 10 COORDINATE FINAL LOCATION OF CONDENSING UNIT TO AVOID CONFLICT WITH OTHER ROOF TOP ELEMENTS INCLUDING BUT NOT LIMITED TO: MECHANICAL EQUIPMENT, ROOF DRAINS, ACCESS PATHS 11 PROVIDE NON-PENETRATING EQUIPMENT SUPPORT: RTSEQ-MDF-1 BY ROOFTOP SUPPORT SYSTEMS OR ENGINEER APPROVED EQUAL PROVIDE SLIP SHEET UNDER EACH FOOTING. UNIT SHALL BE MOUNTED 18" ABOVE ROOF. 12 ENCASE REFRIGERANT LINESET IN SCH 40 CPVC PIPE WITHIN SPACE. REFER TO DETAIL 3 FOR EXTERIOR WALL PENETRATION. 0' 2' 4'8' SCALE: 1/4" = 1'-0" SCALE:1/4" = 1'-0"1 FIRST FLOOR - MECHANICAL RENOVATION PLAN NOTES: 1) PROVIDE WITH MHK2 KUMO TOUCH WIRELESS REDLINK REMOTE CONTROLLER AND RECEIVER. 2) PROVIDE WITH LOW AMBIENT PACKAGE AND BAFFLES. 3) DISCONNECT PROVIDED BY ELECTRICIAN. REFER TO ELECTRICAL DRAWINGS. COOLING ONLY AIR COOLED CONDENSING UNIT (ACCU) TAG LOCATION SERVICE TYPE BASIS OF DESIGN REFRG. CLG CAPACITY (MBH)EER ELECTRICAL CLG AMBIENT OPP RANGE (°F) DIMENSIONS (H X W X D) WEIGHT (LBS)NOTESMANUFACTURER MODEL V / PH / HZ MCA MAX FUSE ACCU-180A ROOF 108A CLG ONLY MITSUBISHI TRUYA0241HA70NA R410A 24 12.2 208 / 1 / 60 19 26 -40 38" x 38" x 13" 160 1,2,3 NOTES: 1) PROVIDE WITH MAXIBLUE CONDENSATE PUMP X87-721 WITH RESERVOIR, DRAINSTIK SENSOR, AND FASCIA KIT. COOLING ONLY INDOOR UNIT (FCU) TAG SERVED BY SERVICE TO BASIS OF DESIGN CLG CAPACITY (MBH) ELECTRICAL AIRLOW (CFM) LOW / MED / HIGH DIMENSIONS (H X W X D) WEIGHT (LBS)NOTESMANUFACTURER MODEL V/PH/HZ MCA FCU-180A ACCU-180 108A MITSUBISHI TPKA0A0241KA7 24 208/1/60 1.0 570 / 635 /700 14" X 46" X 12" 46 1 SCALE: 1/4" = 1'-0"2 ROOF - MECHANICAL RENOVATION PLAN NOT TO SCALE4EQUIPMENT SUPPORT DETAIL 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION NOT TO SCALE3REFIGERANT LINESET EXTERIOR WALL PENETRATION 11 10 2023 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-001 15841375 GENERAL NOTES AND SYMBOL LEGENDS J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 ELECTRICAL LEGEND MOTOR HARDWIRED EQUIPMENT CONNECTION P-1A12 HOMERUN TO PANEL P-1A, CIRCUIT #12. FED FROM 20A - 1P BREAKER IS INTENDED UNLESS NOTED OTHERWISE. RUN GREEN WIRE GROUND FOR ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT. EMERGENCY POWER OFF (EPO) GROUND ROD ELECTRODE DUPLEX RECEPTACLE WITH GFCI PROTECTION DUPLEX RECEPTACLE WITH AFCI PROTECTION QUAD RECEPTACLE LINETYPES LEGEND SPECIAL RECEPTACLE5-30R PANELBOARD JUNCTION BOX B = INSTALLED IN BASEBOARD TR = INSTALLED IN WOOD TRIM/ CASEWORK/ WAINSCOTT SR = SURFACE RACEWAY WP = WEATHERPROOF AC = AIR CONDITIONER EM = EMERGENCY DUPLEX RECEPTACLE: DOUBLE DUPLEX RECEPTACLE MOTOR STARTER J SAFETY SWITCH (NON-FUSED) SAFETY SWITCH (FUSED) ELECTRICAL ABBREVIATIONS AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT INTERRUPTER AMM ADDRESSABLE MONITOR MODULE AOM ADDRESSABLE OUTPUT MODULE ARB AUXILIARY RELAY BOARD ATS AUTOMATIC TRANSFER SWITCH B BASEBOARD BKR BREAKER C CONDUIT CD CANDELA CKT CIRCUIT CR CONTROL RELAY EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF STATION UNDERGROUND ELECTRICUE UNDERGROUND LIGHTINGUL OVERHEAD ELECTRICOE TO BE PROVIDED DEMOLITION / TO BE RELOCATED EXISTING TO REMAIN UNDERGROUND TELCOUC MOUNTING HEIGHTS CARD READER 48" TOP OF BOX LIGHT SWITCH 48" TOP OF BOX RECEPTACLE 18" TOP OF BOX DATA OUTLET 18" TOP OF BOX TV OUTLET 84" TOP OF BOX PHONE OUTLET 48" TOP OF BOX SAFETY SWITCH 60" CENTERLINE OF HANDLE MOTOR STARTER 60" CENTERLINE OF HANDLE PANELBOARD 72" TOP OF PANELBOARD MANUAL PULL STATION 48" OPERABLE HANDLE NOTIFICATION APPLIANCE 80" BOTTOM OF LENS DOOR HOLD OPEN COORDINATE IN FIELD EM BATTERY UNIT 96" BOTTOM OF UNIT EM REMOTE UNIT 102" BOTTOM OF UNIT EXIT SIGN 96" BOTTOM OF UNIT CARD READERCR IT/ COMMUNICATIONS LEGEND DATA RECEPTACLE X = NUMBER OF CABLES TO BE PROVIDED WIRELESS ACCESS POINT OUTLET- CEILING MTD. x ELECTRICAL ABBREVIATIONS FAA FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FSD FIRE SMOKE DAMPER GAA GENERATOR ALARM ANNUNCIATOR GFI GROUND FAULT INTERRUPTER GND GROUND HP HORSEPOWER KW KILOWATT LC LIGHTING CONTACTOR LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT LTG LIGHTING MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY MTS MANUAL TRANSFER SWITCH NAC NOTIFICATION APPLIANCE CIRCUIT NIC NOT IN CONTRACT OE OVERHEAD ELECTRIC ELECTRICAL ABBREVIATIONS PC PHOTOCELL PM PLUGMOLD PP POWER PANEL PVC POLYVINYL CHLORIDE CONDUIT RGS RIGID GALVANIZED STEEL CONDUIT SR SURFACE RACEWAY ST SHUNT TRIP TM THERMAL MAGNETIC TR TRIM/CASEWORK/WAINSCOTT TSP TWISTED SHIELDED PAIR TYP TYPICAL UE UNDERGROUND ELECTRIC UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT AMPS WP WATERPROOF ELECTRICAL SCOPE OF WORK 1.0 PROVIDE CONNECTION TO 50KW GNERATOR TO SERVE BACKUP CALL CENTER FOR CUPD AND TOMPKINS COUNTY. THE WORK IS TO COMPLY WITH UNIVERSITY STANDARDS AND APPLICABLE CODES. WL ENVIRONMENTAL HEALTH & SAFETY EMERGENCY GENERATOR GUIDELINES 1.NOTIFY EH&S AND FACILITIES MANAGEMENT AS SOON AS EQUIPMENT IS DELIVERED TO THE UNIVERSITY. THE FOLLOWING INFORMATION IS TO BE SUBMITTED: A. ENGINE MAKE/MODEL B. ENGINE MODEL YEAR C. ENGINE YEAR MANUFACTURED D. ENGINE HORSEPOWER E. CYLINDER DISPLACEMENT (PER CYLINDER AND TOTAL DISPLACEMENT F. ENGINE SERIAL NUMBER G. GENERATOR MAKE/MODEL H. GENERATOR SERIAL NUMBER I. ENGINE CERTIFICATION OF COMPLIANCE WITH NEW SOURCE PERFORMANCE STANDARDS, 40CFR PART 60 PART IIII (FOR COMPRESSION IGNITION ENGINES) OR SUBPART JJJJ (FOR SPARK (IGNITION ENGINES). THIS MAY BE REFERRED TO AS THE "CERTIFICATE OF CONFORMITY". J. FUEL TYPE K. FUEL TANK CAPACITY L. BATTERY TYPE, MAKE, MODEL, NUMBER OF BATTERIES WITH DATA SHEETS SHOWING: a. INDIVIDUAL BATTERY TOTAL WEIGHT b. ELECTROLYTE CONTENT PER BATTERY c. SAFETY DATA SHEET FOR ELECTROLYTE d. SAFETY DATA SHEET FOR BATTERY 2. PROVIDE EH&S WITH PASSED START-UP TEST REPORTS 3. PROVIDE PROJECT AND FACILITIES MANAGEMENT O&M MANUALS AND MANUFACTURER'S WARRANTEE 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION GENERAL ELECTRICAL NOTES 1.0 ELECTRICAL SCHEMATICS INDICATED ON CONTRACT DOCUMENTS ARE DIAGRAMMATIC. IT IS NOT THE INTENT TO SHOW EXACT OR MOST EFFICIENT ROUTING. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ON SITE. ANY CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE BROUGHT TO CORNELL'S PROJECT MANAGER FOR RESOLUTION BEFORE WORK PROCEEDS. 2.0 ASSURE PUBLIC AND WORKER SAFETY AT ALL TIMES. PROTECT ADJOINING AREAS FROM DAMAGE AND DUST. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF WASTE MATERIAL IN A SAFE MANNER. KEEP THE PREMISES FREE OF DEBRIS FROM THE EXECUTION OF WORK. DELIVER A FINAL PRODUCT THAT IS CLEAN AND OPERABLE. 3.0 FIRE STOP ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS AND/OR FLOORS WITH MATERIAL EQUAL IN RATING TO THE CONSTRUCTION OF THE MATERIAL PENETRATED. 4.0 WORK SHALL BE COMPLETED AS SPECIFIED AND INDICATED ON CONTRACT DOCUMENTS. ANY SUGGESTED ALTERNATE MANUFACTURER OR METHOD OF INSTALLATION SHALL BE SUBMITTED TO PROJECT ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY MATERIALS OR COMMENCING EXECUTION OF WORK. 5.0 GROUNDING SHALL BE IN STRICT ACCORDANCE WITH NEC ARTICLE 250. PROVIDE EQUIPMENT GROUND CONDUCTOR WITH EACH BRANCH CIRCUIT INDICATED ON CONTRACT DOCUMENTS. EQUIPMENT GROUND CONDUCTOR SHALL BE ROUTED WITH ASSOCIATED PHASE CONDUCTORS. 6.0 PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR EACH PANELBOARD. LABEL ALL NEW DEVICE FACEPLATES WITH SOURCE AND CIRCUIT NUMBER. PROVIDE PERMANENT LABEL ON SWITCHING DEVICES INDICATING EQUIPMENT SERVICE AND INVENTORY NUMBERS. COORDINATE EQUIPMENT INVENTORY NUMBERS WITH CORNELL UNIVERSITY'S MECHANICAL SHOP, 255-8667. 7.0 CIRCUITS RATED 20-AMP, 120 VOLT SHALL CONTAIN SEPARATE NEUTRAL CONDUCTORS. 8.0 CONDUCTORS SHALL BE A MINIMUM OF 12AWG, STRANDED COPPER, 600VAC, 90 DEGREE C, TYPE THHN/THWN-2 FOR DRY AREAS AND XHHW/THWN-2 FOR WET AREAS. 9.0 CONDUITS SHALL BE A MINIMUM OF 3/4 INCHES DIAMETER. CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND SURFACE MOUNTED UNLESS NOTED OTHERWISE. 10.0 AIC RATING OF NEW CIRCUIT BREAKERS SHALL MATCH RATING OF RESPECTIVE PANELBOARD. SIZE AS INDICATED. 11.0 PROVIDE PULL STRING THROUGH NEW CONDUIT AND BOXES. PROVIDE SUPPORT HANGERS FOR CONDUIT AS NEEDED. 12.0 INSTALL RACEWAY SYSTEMS ENSURING PROPER ACCESS TO EQUIPMENT AND DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. RACEWAYS THAT ARE NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. 13.0 ALL NEW FIRE ALARM DEVICES AND POINTS SHALL BE PRE-TESTED AND THEN TESTED WITH CU EH&S. EH&S WILL NOTIFY AND ACCOMPANY AHJ. GENERAL ELECTRICAL DEMOLITION NOTES 1.0 ELECTRICAL EQUIPMENT SHOWN DASHED ON DEMOLITION DRAWINGS, INCLUDING ASSOCIATED ANCHORS, SUPPORTS, STRAPS, BOXES, FITTINGS, AND OTHER APPURTENANCES NOT SHOWN, SHALL BE DISCONNECTED AND REMOVED. REMOVE ASSOCIATED BRANCH CIRCUITRY TO SOURCE, UNLESS NOTED OTHERWISE. 2.0 EXISTING RACEWAYS AND DEVICE BACKBOXES NOT INTERFERRING WITH NEW WORK SHALL BE REUSED WHERE POSSIBLE. 3.0 PROVIDE JUNCTION BOXES, RACEWAYS, AND WIRING TO MODIFY/EXTEND EXISTING SYSTEMS AND CIRCUITS FED DOWNSTREAM OF ELECTRICAL EQUIPMENT SHOWN TO BE DEMOLISHED. 4.0 CUT DEMOLISHED CONDUITS INSTALLED THRU WALLS AND FLOORS FLUSH WITH THE SURFACE AND PATCH PENETRATIONS (FIRESTOP IF LOCATED ON A FIRE RATED SURFACE). PATCH AND PAINT SURFACES IN EXPOSED AREAS TO MATCH SURROUNDING MATERIALS, FINISHES, AND COLORS. 5.0 PROVIDE BLANK COVERPLATES ON UNUSED BACKBOXES REMAINING FROM DEMOLITION NOT SPECIFIED TO BE INFILLED. 6.0 EXISTING EQUIPMENT SHOWN TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. DIG SAFELY NOTES 1.0 CALL BEFORE YOU DIG. STATE LAW REQUIRES YOU TO PLACE A LOCATION REQUEST WITH DIG SAFELY NEW YORK PRIOR TO DIGGING OR EXCAVATING. CALL 811 OR 1-800-962-7962. 2.0 WAIT THE REQUIRED TIME. ALLOW THE UTILITIES TIME TO LOCATE YOUR PROPOSED DIG SITE BY CONTACTING DIG SAFELY NEW YORK AT LEAST 2 AND NOT MORE THAN 10 FULL WORKING DAYS PRIOR TO STARTING YOUR WORK, NOT COUNTING THE DAY OF YOUR CALL, WEEKENDS, OR HOLIDAYS. 3.0 CONFIRM UTILITY RESPONSE. AFTER DIG SAFELY NEW YORK HAS NOTIFIED MEMBER UTILITIES OF THE PENDING EXCAVATION, YOU ARE RESPONSIBLE FOR MAKING SURE EACH OPERATOR HAS RESPONDED PRIOR TO DIGGING ON YOUR STATED COMMENCEMENT DATE. 4.0 RESPECT THE MARKS. FAMILIARIZE YOURSELF WITH THE MARKINGS AND THE LOCATIONS OF BURIED FACILITIES AT THE SITE PRIOR TO EXCAVATION. 5.0 DIG WITH CARE. DIG TEST HOLES TO VERIFY LOCATION, TYPE, SIZE, DIRECTION-OF-RUN, AND DEPTH OF THE MARKED FACILITY. ELECTRICAL SUBMITTAL SCHEDULE MATERIAL SCHEDULE/SHOP DWGS. PRODUCT DATA SAMPLES INSPECTIONS & TESTS O&M DATA WARRANTIES CONDUIT X CABLING AND WIRE X BOXES AND PATHWAYS X PANELBOARDS AND OVERCURRENT PROTECTORS X GENERATOR & TRANSFORMER X X X X TRANSFER SWITCH X X X X FIRE ALARM CABLING X PENETRATION SEALS X 11 10 2023 F F F WLF F F WL P.I.V.P.I.V.P.I.V.P.I.V.P.I.V.P.I.V. P.B.P.B. APPROX LOCATION 1"GAPPROX LOCABANDON 8"GASABANDON 8"GASABANDON 8"GAS APPROX LOCATION 1"G929.9929.7921.1926.6924.7915.53916.076 944.3934.1931.2OIL/WATERSEPARATORABANDSEPTIC TANKFORCE8"X8"X8"X8"X4"X??12"X6"X6"X6"X 6"X 2" PUMPED SAN.2" PUMPED SAN.2" PUMPED SAN.2" PUMPED SAN.2" PUMPED SAN.4" XPUMP PIT 6"X6"X6"X6"XFORCE6"XFORCE6"X 4"X FORCE MAIN4"X FORCE MAIN4"X FORCE MAIN8"X8"XXXXXXXC.O.C.O.4"X4"X15"X15"X15"X15"X6"X4"X4"XPLUG 4X 4X 12"X15"X15"X15"X 8"X8"XAPPROX LOCAPPROX LOC 15"X 8"X8"X8"XC.O.C.O. 8"X 8"X 8"X 8"X 8"X 8"X 8"X 8"X 8"X 8" X 8" X 8" X 8"X8"X8"X8"X8"X8"X8"X 8"X 8"X 8"X 8"X 8"X 8"X 8"X 8"X 8" X 8"X 8"X 8"X 8"X 8"X 8"X 8" X 8"X 8"X 878.7867.3837.3877.6876.9835.2920.6869.947 12"XXMH FILLED WITH FLOWABLE FILL PARKING PARKING FP FP S/P S/P PARKING RAMP UPLocation of former refusedisposal site. Do not excavatein this vicinity until contactingEH&S at 255-8200 for furtherdetails. Buried solid waste ispresent at this location.Location of former transformerstorage area. Exploratory test pitsor borings are recommended in thisarea to determine whether residualcontamination is present. Excesscontaminated soils will need to beproperly disposed of. Contact EH&Sat 255-8200 for further details. Location of oil-filledtransformers. Exploratory test pits or borings are recommended in this area to determine whether residual contamination is present. Excess contaminated soils will need to be properly disposed of. Contact EH&S at 255-8200 for further details. Area of multiple historicalEthylene Glycol releases.Exploratory test pits or boringsare recommended in this areato determine whether residualcontamination is present. Excesscontaminated soils will need to beproperly disposed of. Contact EH&Sat 255-8200 for further details.Do not excavate in this vicinityuntil contacting EH&S at255-8200 for further details.Buried solid waste is presentat this location.Former pesticide residue dump.Do not excavate in this vicinityuntil contacting EH&S at255-8200 for further details. E ABANDON MH111MH113MH123MH112MH114MH115MH116MH124MH125MH126MH127MH128MH117MH131 MH132 MH-??S136S137S135S143ABAND EE X-OVER NORM CLOSED4"W4"WABAND3"W-43"W-4ABAND11-4"W11-4"WABANDABAND11-4"WABANDABAND1"W2"WABAND1"WABANDONED ABAND. 2"W PLASTIC2"W2"W ABANDONABAND '09 ABAND 1"WABAND1"W ABAND 8"W ABAND 8"WAPPROX LOCATION ABAND T TCTCAPPROXIMATE LOCATION BUTLER BUILDING 2031 BLAIR FARM COMPLEX2540BLAIR BARN2540BBLAIR SHED2540D POMOLOGY POLE BARN1101F LIBRARY ANNEX4001CORNELL DISTRIBUTIONCENTER #3154007NYS RT 366MACHINE SHOP2060AQUACULTUREBUILDING1013DECOTOXICOLOGY LAB1013CRESOURCE ECOLOGY& MANAGEMENT LAB1013B REIS TENNIS CENTERBELKIN INTERNATIONALSQUASH COURTS2667 TEACHINGAND RESEARCHBARNS1058EQUINEMATABOLISMUNIT1048 POMOLOGYCOLD STORAGEAND SALES1100 PESTICIDESTORAGE1101E SALT GRITSTORAGE FACILITY2410LIBRARY ANNEXADDITION4001AVEG. CROPSPUMP HOUSE1939JUDDFALLSROAD TANORCHARDBARN1102REM LABSHED1013F NIEMAND ROBISON SOFTBALL FIELD 5032 WILSONSYNCHROTRONMODULE6095WILSONSYNCHROTRONLNS TEMP SPACE6040EAST HILLOFFICE BUILDING2921 EAST HILL PLAZA 2583 Pine Tree Rd 3914501 LIBRARY ANNEXFREEZER4001BSCHOLARLY WAYBOOK BANK ROADPINE TREE ROADECOLOGY DRIVESYNCHROTRON DRIVEWilson LabBridge4416Bridge RRCascadlla Creek4426Fish HatcheryBridge4405 SOLIDAGO ROADFE RECYCLING CENTER4006FE SHEET METAL/MASONSHOP4005CITYWATERTANKCORNELL PRINT SERVICES2048 VISTING DOUGOUT 5032FHOME DOUGOUT5032GPRESSBOX5032H SHED 5032E 5032A BridgePine Tree RdPedestran4415AVEGETABLE CROPS BUILDING COMPLEX1087 B,CBLAIR SHED 22540ETCTC TCTCTCTCTCTCTCAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONTCTCTCAPPROX LOCATION TC FO DBAPPROX LOCATION TC FO DBTC (DB)TCTCTCTCTCTCDB TCAPPROX LOCATION TC DBAPPROX LOCATION TC DBAPPROX LOCATION TC DBAPPROX LOCATION TC DBAPPROX LOCATION TC DB TCTCTCTC FO DBBLTCTCTCTCTCTCTCDB TCDB TC DB TC DB TCDB TCDB TCDB TCDB TC4" TC DB P.B. P.B.P.B.TCTC8in HDPE EMPTY PIPE8in HDPE EMPTY PIPE4in HDPE EMPTY PIPE8in HDPE EMPTY PIPEP.B.1"W PLASTIC1"WABAND 2"WMW-5MW-68"W8"W 2"W6"W8"W10"W8"W10"W8"W8"W8"W2"W COPPER10"W8"W10"W8"W10"W8"W16"W16"W16"W4"W4"W4"W8"W4"W4"W4"W4"W4"W4"W APPROX. LOCATION 16"W AP P R O X . L O C A T I O N 1 6 " W APPROX. LOCATION WATERAPPROX. LOCATION WATER WATERPIT 8"W 12"W 12"W 12"W 12"W IRRIGATION 4"W PLASTIC APPROXIMATE LOCATIONC.C.2"WL-15412"W14"W12"W12"WAPPROX LOCATION6"WL-1562" or4"W Z3H-616"W TRANSMISSION LINE16"W16"W TRANSMISSION LINE16"W16"W TRANSMISSION LINE16"W8"WZ3H-7Z3H-8 Z3H-9 Z3H-10 Z3H-12 WATERMETER PITSAIR RELIEFWATERMETER PITAIR RELIEF16"W Z3H-20Z3H-19Z3H-1810"W4"W 16"W TRANSMISSION LINE16"W TRANSMISSION LINE16"W TRANSMISSION LINE 16"W TRANSMISSION LINE 16"W TRANSMISSION LINE 16 " W T R A N S M I S S I O N L I N E 16 " W T R A N S M I S S I O N L I N E 16"W16"W16"W 16"W 16"W 16 " W 16"W Z3H-11S HYD for testing ONLY NOT for Fire Service 8"W FPL8"W FPL8"W8"FPL8"W1"W4"W 6"W2"W PLASTICWILL REMAINON UNTILPROJECT COMPLETE 16"W16"W 12 " W 12"W 12"W 12"W 12"W 12" W 12"W 12"W 12"W 12"W 10 " W Z3H-28BP-143057333435363524675657 30293132331235767747879808487978808112 80 44356426 529101112131415535455M.H.XX4"PERF PIPE4"PERF ORANGEBURG PIPE6"XXXXXXXXXX10"XX15"XX12"XX8"XX 18"XX18"XX18"XX18"XX18"XX12"XX12"XX12"XX6"XX24"XX12"XX24"XX 12"XX 12"XX12"XX12"XX12"XX15"XX15"XX??12"XX12"XX12"XX6"RL12"XX12"XXXX6"XX6"XX8"XX6"XX4"PERF PIPEXXRLRL6"XX6"XX6"XX6"XX4"XX8"XX12"XXXXXX 36"XX36"XX36"XX36"XX36"XX36"XX36"XX36"XXXXXXXXXXXXXXXXXXXXXX 12"'XX6"XXBURIED 24"XX CIPP24"XX CIPP 12"XX6"XX6"XXCOCOCOCO6"XXCOCOCOCOCOCO6"XX UNDERDRAIN 10"XX10"XX4"UD4"UD4"UD D.S.D.S.D.S.D.S.D.S.D.S.D.S. 30"XX6"PERF.CMPCMP15"XX24"XX6"XXBURIEDBURIED4"XX12"XXXXXXXXXXXXXXXXXXXX30" XX8" XX30" XX30" XX6" XX24"XX CIPP 6"XX12"XXC.O.C.O.6"XX4"XX4"XX 10"XX8"XX12"XX152517677767835789521792881828330777678 82 85266278"MPG8"MPG8"MPG8"MPG8"MPG8"MPG8"MPG8"MPGGGG8"MPG8"MPG8"MPG8"MPG8"MPG8"MPGGAPPROX LOCAPPROX LOCAPPROX LOCAPPROX LOCAPPROX LOCAPPROX LOCAPPROX LOCAPPROX LOCGGGG APP R O X L O C G A S APP R O X L O C 1 0 " G A S APP R O X L O C 6 " G A S APPROX LOCATION 4"GAPPROX LOCATION 4"GAPPROX LOCATION 4"GAPPROX LOCATION 4"GAPPROX LOCATION 1"GAPPROX LOCATION1"GAPPROX LOCATION1"G10"G10"G10"G10"G2"4" G8"HPG8"HPG8"HPG8"HPG 8"HPG 8"HPG 8"HPG8"HPG8"HPG8"HPGValve #3 2"G2"G2"GE?EEEEEEEE?EEEEEPULL BOXEEE(2)3/4" (1)2" CONDUITSEE EE EEEBLEES8_38S8_F3S8_F5S8_H4S8_36S8_34S8_21S8_F2S8_23S8_22 EEE3,5"1,2"CONC.ENCASEDP.B.EEEEEOEEEOEM.HCOMMONUTILITYTRENCHEE?EOHEOHEOHEOHEOHEOHEOHEOHETRANSFORMEREEEEE EEEEEEEEEE APPROX. LOCATIONEE EEEEEEEEEEPOLEOEOEOEOEOEOEEOEOEOEOEEEPOLEEEEEEEEEAPPROX LOCATION APPROX LOCAPPROX LOCATION EAPPROX LOCATION EAPPROX LOCATION EAPPROX LOCATION EAPPROX LOCATION EAPPROX LOCATION EAPPROX LOCATION EEEEEEEEEEEEEEEEEEEEEOEOEOEOEOEOE OE OE OE OEOE?EEEEE APPROXIMATE LOCATION EEE EEEEEEENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG ENYSEG E EEEE EEEEEEEEEEEEETV??TVTVTVTVTV DB (ABAND) LOCATION UNKNOWNTT?TTTTTTTT?TT?TT????????TTTTTT DIRECT BUIRIEDT DIRECT BUIRIEDT DIRECT BUIRIEDT DIRECT BUIRIEDT DIRECT BUIRIEDT DIRECT BUIRIED TTT?APPROX LOCATION TAPPROX LOCATION TAPPROX LOCATION TAPPROX LOCATION T ???APPROX LOCATION TAPPROX LOCATION TAPPROX LOCATION TAPPROX LOCATION TTTTTTT EXISTING ROOF TOP UNIT EXISTING ROOF TOP UNIT EXISTING XFMR EXISTING BOLLARD EXISTING BOLLARD800A SWITCHGEAR MAIN PANEL P1 MAIN PANEL 2 EXISTING OFFICE PANEL EXISTING OFFICE PANEL METER FA C P 1 2 (TYP) 3 5 METER 4 6 (4) (4) (4)(5)(6)(3) (3) T 7 8 9 9 10 180 11 1' - 6 " 1' - 6 " 1' - 6" 46 1/2" 29 3 / 8 " MAIN PANEL 2 MAIN PANEL P1 EXISTING XFMR 800A SWITCHGEAR EXISTING OFFICE PANEL OFFICE PANEL 50KW DIESEL ATS EXISTING BOLLARD EXISTING BOLLARD FA C P METER 75KVA XFMR 12 3 4 56 7 8 9 (TYP) 10 11 EM PANEL EXISTING OFFICE PANEL-11 EXISTING OFFICE PANEL-13 180 OFFICE PANEL - 1 12 13 EXISTING OFFICE PANEL - 20 EXISTING OFFICE PANEL - 19 OFFICE PANEL - 3,5 17 STAIRS TO SECOND FLOOR IT ROOM 270 18 19 2021 22 23 50 1 / 4 " 11" 36" BENCH 24 25 2w 18 0 - d b l . . 3w 18 0 - d b l 3w 18 0 - d b l 2w 18 0 - d b l 3w ..3w .. . 2w . . . 14 OFFICE PANEL 180 OFFICE PANEL-19 OFFICE PANEL-15 OFFICE PANEL-2 (TYP) OFFICE PANEL-11 OFFICE PANEL-13 OFFICE PANEL-17 14 (TYP) OFFICE PANEL-8 OFFICE PANEL-7 OFFICE PANEL-6 OFFICE PANEL-20 OFFICE PANEL-12 OFFICE PANEL-14 OFFICE PANEL-16 OFFICE PANEL-38 OFFICE PANEL-9 OFFICE PANEL-31 OFFICE PANEL-37 OFFICE PANEL-18 75KVA XFMR OFFICE PANEL-10 OFFICE PANEL-32 OFFICE PANEL-4 EXISTING OFFICE PANEL OFFICE PANEL - 3,5 ATS EXISTING OFFICE PANEL - 17 270B 270 272 272A 16 EXISTING OFFICE PANEL - 15 120 120H 120G 120F 120E 120J 15 21 OFFICE PANEL - 39,41 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-101 15841375 ELECTRICAL RENOVATION PLAN J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 # # SCALE: 1/8" = 1'-0"1 ELECTRICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0"2 ELECTRICAL RENOVATION PLAN SCALE: 1/4" = 1'-0"3 FURNITURE POWER PLAN 0' 4' 8' 16' SCALE: 1/8" = 1'-0" 0' 2' 4' 8' SCALE: 1/4" = 1'-0" SCALE: 1/8" = 1'-0"4 2ND FLOOR IT ROOM POWER PLAN SCALE: 1/8" = 1'-0"5 SUITE 120 ROOM 120G IT BDF POWER PLAN SCALE: 1/8" = 1'-0"6 ELECTRICAL ROOF PLAN 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION E-101 KEYED DEMOLITION NOTES 1 DISCONNECT AND REMOVE EXISTING POWER POLES. REMOVE CIRCUIT AND CONDUIT BACK TO SOURCE. LABEL BREAKER AS SPARE. 2 DISCONNECT AND REMOVE SURFACE MOUNT DATA JACKS. PULL DATA CABLE BACK TO ABOVE THE LAY-IN CEILING. TAG FOR REUSE. SAVE SURFACE MOUNT RACEWAY AND BOX FOR REUSE. TYPICAL FOR SURFACE MOUNT DATA JACKS SHOWN TO BE REMOVED. 3 DISCONNECT AND REMOVE DATA JACKS. PULL CABLING TO ABOVE THE LAY-IN CEILING AND TAG FOR REUSE. PROVIDE BLANK FACEPLATE FOR THE EXISTING BOX. 4 DISCONNECT AND REMOVE EXISTING OFFICE PANEL. TAG EXISTING CIRCUITS FOR REUSE. PRESERVE CONDUITS FOR BRANCH CIRCUITS. PULL FEEDERS AND ASSOCIATED CONDUITS BACK TO SOURCE AND LABEL BREAKER AS SPARE. 5 DISCONNECT AND REMOVE PANEL FEEDERS. REMOVE CONDUIT AND WIRE BACK TO SOURCE. PANEL AND CIRCUITS ARE TO REMAIN. 6 DISCONNECT AND REMOVE ELECTRICAL METER. RETURN TO THE OWNER. 7 DISCONNECT AND REMOVE VESTIBULE THERMOSTAT AND CEILING PANEL HEATER. REMOVE CONDUIT AND WIRE BACK TO SOURCE. 8 DISCONNECT AND REMOVE RECEPTACLE, FACEPLATE AND BOX. SURFACE MOUNT RACEWAY IS EXISTING TO REMAIN. PULL CIRCUIT BACK TO SOURCE. 9 ELECTRIC HEATERS ARE EXISTING TO REMAIN. PRESERVE CIRCUITS AND CONTROLS. 10 EXHAUST FAN IS EXISTING TO REMAIN. PRESERVE CIRCUITS AND CONTROLS. 11 PROVIDE CLEAN SAWCUT FULL DEPTH OF ASPHALT TO CREATE TRENCH AS SHOWN. EXCAVATE TO DEPTHS INDICATED ON DETAIL 1/E-401 AND REMOVE AND DISPOSE OF EXISTING MATERIAL. E-101 KEYED RENOVATION NOTES 1 480/277V 50KW DIESEL GENERATOR WITH 72HR SUB-BASE FUEL TANK PROVIDED BY OWNER. PROVIDE TRANSPORTION FOR THE GENERATOR FROM STORAGE TO SITE AND INSTALLATION. REFER TO ONE-LINE DIAGRAM ON E-301 AND DETAILS ON E-401 & E-402 FOR FURTHER INFORMATION. PROVIDE 2-120V CIRCUITS FOR THE BATTERY CHARGER/BATTERY HEATER AND WATER JACKET HEATER. CIRCUIT AS SHOWN. PROVIDE A SPILL KIT SIMILAR TO PIG 5 GALLON HIGH VIS ECONOMY CONTAINER TO ABSORBS OILS, COOLANTS, SOLVENTS AND WATER. 2 PROVIDE 3-90A FUSES IN SWITCHGEAR CIRCUIT #4. MATCH FUSES IN-KIND TO THE EXISTING OR EQUIVALENT. PROVIDE SIGNAGE PER 700.8. 3 PROVIDE GENERATOR REMOTE EMERGENCY SHUTOFF ON THE EXTERIOR OF THE BUILDING PER NEC 445.18(C). 4 PROVIDE 3-FIRE ALARM MONITORING POINTS FROM THE EXISTING FIRE ALARM TO THE 50KW GENERATOR. PROVIDE A MONITOR POINT FOR EACH: GENERATOR FAULT, GENERATOR NOT IN AUTO & GENERATOR RUNNING. PROVIDE 1-FIRE ALARM MONITORING POINT FROM THE EXISTING FIRE ALARM TO THE AUTOMATIC TRANSFER SWITCH(ATS). MONITOR FOR THE SWITCH POSITION OF THE ATS. UPON COMPLETION CONTACT CORNELL EH&S TO TEST AND VERIFY THE CONNECTIONS TO THE FIRE ALARM. 5 200A BYPASS ISOLATION AUTOMATIC TRANSFER SWITCH PROVIDE BY OWNER. PROVIDE TRANSPORTATION FOR THE SWITCH FROM STORAGE TO SITE AND INSTALLATION. REFER TO ONE-LINE DIAGRAM ON E-301 FOR CIRCUITING. 6 PROVIDE 75KVA TRANSFORMER TO STEP-DOWN 3-PHASE 480/277V SERVICE TO 3-PHASE 208/120V. REFER TO ONE-LINE DIAGRAM ON E-301. 7 225A 208/120V 3-PHASE 42 SPACE PANEL PROVIDED BY OWNER. PROVIDE TRANSPORTATION FROM STORAGE AND INSTALLATION. PROVIDE PANEL AS SHOWN AND CONNECT CIRCUITS THAT WERE TAGGED DURING REMOVALS. EXTEND CIRCUITS AS REQUIRED. REFER TO PANEL SCHEDULE ON E-501. 8 PROVIDE 100A 2-POLE BREAKER & FEEDERS FROM NEW OFFICE PANEL. REFER TO E-301 ONE-LINE DIAGRAM FOR MORE INFORMATION. 9 RELOCATE SURFACE MOUNT DATA JACKS TO ABOVE WORK STATION FABRIC PANELS. PROVIDE PATCH CABLES FROM RELOCATED DATA JACKS TO WORK STATIONS AS REQUIRED. REFER TO DETAIL 4/E-401. 10 PROVIDE SURFACE RACEWAY FROM CEILING TO ABOVE DESK FABRIC PANELS. PROVIDE SURFACE MOUNT BOX WITH DATA JACKS AND FACEPLATE. CONNECT EXISTING DATA CABLING TAGGED FROM REMOVALS. MATCH RACEWAY IN-KIND TO THE EXISITNG. 11 PROVIDE 2-DEDICATED 120V RECEPTACLES IN THE IT ROOM. CIRCUIT AS SHOWN. PROVIDE 1 DUPLEX RECEPTACLE ON THE 2-POST DATA RACK. COORDINATE WITH CIT BEFORE INSTALLATION TO VERIFY PLACEMENT. 12 PROVIDE 1-DEDICATED 20A 120V RECEPTACLE IN THE IT ROOM FOR PORTABLE AIR CONDITIONER. CIRCUIT AS SHOWN. 13 PROVIDE 2-DEDICATED 20A 120V BREAKERS FOR MW RACK IN THE IT ROOM AND 4- 60A 120V BREAKERS FOR THE AC EDGE PDU'S PROVIDED BY THE VENDOR. INSTALL BREAKERS IN NEW OFFICE PANEL. REFER TO E-501 FOR PANEL SCHEDULES. 14 PROVIDE 3-DEDICATED 20A 120V RECEPTACLES AT EACH WORK STATION. REFER TO 3/E-402 FOR MORE DETAIL. PROVIDE CIRCUIT FROM CEILING TO MANUFACTURER PROVIDED POWER POLES. FROM THE POWER POLES PROVIDE 3/8" FLEXIBLE MC CABLE TO EACH RECEPTACLE THROUGH WORK STATION FABRIC PANELS. REFER TO WORK STATION MANUFACTURER RECOMMENDATIONS FOR MOUNT LOCATION OF RECEPTACLES AND POWER STRIPS. TYPICAL ALL WORK STATIONS. 15 ALTERNATE: PROVIDE 1-DEDICATED 20A 120V DUPLEX RECEPTACLE IN IT ROOM 120G FOR CIT EHP BDF RACK. PROVIDE 2-#6 AWG & 1-#6 CU GND. CIRCUIT AS SHOWN ON THE PLAN. 16 PROVIDE 1-DEDICATED 20A 120V DUPLEX RECEPTACLE IN IT ROOM 270 FOR CIT EHP IDF RACK. PROVIDE CONDUIT AND WIRE AS REQUIRED. CIRCUIT AS SHOWN ON THE PLAN. COORDINATE WITH CIT FOR PLACEMENT OF RECEPTACLE. 17 PROVIDE RESTORATION OF EXISTING PAVEMENT TO CLEAN LINES IN ACCORDANCE WITH DETAIL 5/E-402. 18 PROVIDE TELECOMMUNICATION GROUND BUS BAR. WALL MOUNT IN LOCATION SHOWN. CONNECT TO BUILDING GROUND. CONNECT WORKSTATION GROUNDING TO GROUND BUS BAR. REFER TO 4/E-402 FOR WORKSTATION GROUNDING. 19 PROVIDE 2 STAINLESS STEEL JUNCTION BOXES WITH COVER ON FACE OF EXTERIOR WALL AS SHOWN. PROVIDE 3/4" CONDUIT FROM EACH BOX TO THE INTERIOR OF THE BUILDING ABOVE THE FINSIHED CEILING. INTERIOR END IS TO STOP ABOVE THE DROP CEILING FOR FUTURE CONNECTION. PROVIDE WEATHERPROOF SEALING AROUND PENETRATIONS AND PROPER CONDUIT FASTNERS. PROVIDE PULL STRING INSIDE THE CONDUIT WHEN COMPLETED. 20 PROVIDE 3/4" FLEXIBLE METALLIC CONDUIT FOR FUTURE DOOR ACCESS. DROP CONDUIT DOWN HOLLOW DOOR FRAME TO LATCH OPENING THEN PULL THE CONDUIT ABOVE ACCESSIBLE CEILING. PROVIDE PULL STRING IN CONDUIT. 21 PROVIDE A NON-FUSED 30A NEMA 3R DISCONNECT AT THE CONDENSING UNIT ON THE ROOF. PROVIDE 2-#12 AWG & 1-#12 CU GND IN 3/4" GRC CONDUIT FROM DESIGNATED CIRCUIT. PROVIDE 2-POLE 25A BREAKER IN SERVING PANEL AS REQUIRED. THE INDOOR UNIT AND CONDENSING PUMP ARE POWERED FROM THE EXTERIOR UNIT. REFER TO M-DRAWINGS FOR ADDITIONAL INFORMATION. 22 PRIOR TO CONSTRUCTION COORDINATE WITH CIT FOR ADDITIONAL CIRCUITS NEEDED FOR IT EQUIPMENT. ASSUME 6 ADDITIONAL CIRCUITS FOR ADDED IT EQUIPMENT. CIRCUIT TO AVAILABLE BREAKERS AS NEEDED. 23 PROVIDE TELECOMMUNICATION GROUND BUS BAR. CONNECT TO BUILDING GROUND. COORDINATE WITH CIT FOR ACTUAL WALL MOUNT PLACEMENT. 24 PROVIDE (2) 3/4" CONDUIT FOR SECURITY CAMERA 80" ABOVE FINISHED WALKWAY. CONDUIT SHALL PENETRATE THE EXTERIOR WALL TO ABOVE FINSIHED CEILING ON THE INTERIOR OF THE BUILDING. COORDINATE WITH CUPD FOR LOCATION OF SECURITY HEAD END TO PROVIDE FULL ACCESS TO CONDUIT RUN. PROVIDE PULL STRING WITHIN CONDUIT. PROVIDE 4"x4" WEATHERPROOF JUNCTION BOX ON THE EXTERIOR OF THE BUILDING FOR FUTURE SECURITY CAMERA. 25 CONTRACTOR TO INCLUDE ALL COSTS ASSOCIATED WITH HIRING A SUB-CONTRACTOR TO PERFORM A GENERATOR FUEL TANK INTEGRITY TEST. THE TANK INTEGRITY TEST SHALL BE PERFORMED AFTER THE GENERATOR HAS BEEN INSTALLED AND BEFORE ANY FUEL IS ADDED TO THE TANK. CONTRACTOR SHALL COORDINATE THE TANK INTEGRITY TEST WITH THE CORNELL PROJECT MANAGER AND CORNELL EHS. CORNELL EHS MUST WITNESS THE TANK INTEGRITY TEST. CONTRACTOR TO PROVIDE A TANK INTEGRITY CERTIFICATE. 11 10 2023 193 194 SUITE 180 192 194A ELECTRICAL CLOSET AREA OF WORK NYSEG POLE WITH OVERHEAD SERVICE TO 194A. EXISTING OVERHEAD SERVICE TO BE RELOCATED BY NYSEG E-1025 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF14' - 0" PP-3 ELEC METER 200A ENCLOSED BREAKER LOAD CENTER 100A ENCLOSED BREAKER 1 2 3 4 5 6 7 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF14' - 0" PP-3 200A ENCLOSED BREAKER LOAD CENTER 2 3 2 1ST FLOOR0" 2ND FLOOR10' - 0" ROOF14' - 0" 60 " 1 1ST FLOOR0" 2ND FLOOR10' - 0" EXIT 8 J-BOX J-BOX J-BOX DOOR ALARM 1ST FLOOR0" 2ND FLOOR10' - 0" EXIT 4 5 J-BOX J-BOX J-BOX DOOR ALARM FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-102 15841375 ELECTRICAL RENOVATION PLAN J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION SCALE: 1/4" = 1'-0"1 SUITE 190 ELECTRICAL DEMOLITION PLAN SCALE: 1/2" = 1'-0"2 ROOM 194 ELECTRICAL CLOSET DEMOLITION PLAN SCALE: 1/2" = 1'-0"3 ROOM 194 ELECTRICAL CLOSET RENOVATION PLAN SCALE: 1/2" = 1'-0"4 EXTERIOR - ELECTRICAL CLOSET RENOVATION PLAN E-102 KEYED DEMOLITION NOTES 1 NYSEG TO DISCONNECT OVERHEAD SERVICE TO WEATHERHEAD ON ROOF OF SUITE 190. COORDINATE WITH NYSEG AND OWNER FOR SHUTDOWN OF SERVICE. CUT CONDUIT FLUSH WITH ROOF, FILL AND SEAL. COORDINATE WITH ROOFING WORK TO ENSURE NEW ROOFING MEMBRANE COVERS EXISTING PENETRATION. 2 EXISTING CONDUIT RUNNING THROUGH EXTERIOR SOFFIT. ABANDON IN PLACE. 3 DISCONNECT AND REMOVE SERVICE ENTRANCE CONDUIT. NYSEG TO PULL FEEDERS TO ROOF. COORDINATE WITH OWNER FOR SHUTDOWN. CAP AND SEAL ABANDONED CONDUIT REFERENCED IN DEMOLITION KEYED NOTE 2. SEAL WALL PENETRATION AS REQUIRED. REFER TO ARCHITECTURAL PLANS FOR SEALING REQUIREMENTS. 4 REMOVE SERVICE ENTRANCE JUNCTION BOX. REMOVE CABLES AND DISPOSE OF BOX. 5 DISCONNECT AND REMOVE METER SOCKETS AND NYSEG METER. RETURN METER TO NYSEG. DISPOSE OF METER SOCKET. TAG LOAD SIDE WIRING FOR REUSE. 6 DISCONNECT, REMOVE AND SAVE 200A ENCLOSED BREAKER FOR REUSE. TAG CIRCUITS FOR REUSE. RELOCATE CONDUIT AWAY FROM CLOSET CORNER TO AVOID CONSTRUCTION OF NEW EXPANSION JOINT. SEE STRUCTURAL PLANS FOR EXPANSION JOINT DETAILS. 7 DISCONNECT, REMOVE AND SAVE LOAD CENTERS FOR REUSE. TAG CIRCUITS FOR REUSE. RELOCATE CONDUIT AWAY FROM CLOSET CORNER TO AVOID CONSTRUCTION OF NEW EXPANSION JOINT. SEE STRUCTURAL PLANS FOR EXPANSION JOINT DETAILS. 8 DISCONNECT ACCESS CONTROL WIRING TO SECURITY DOOR. TAG CIRCUITS FOR REUSE. CONDUITS MUST MOVE AWAY FROM THE CORNER OF THE WALL TO ACCOMMODATE THE NEW EXPANSION JOINT. REFER TO STRUCTURAL DRAWINGS FOR EXPANSION JOINT DETAILS. PRESERVE OVERHEAD PATHWAYS FOR RECONNECTION. COORDINATE WITH CORNELL CAMPUS SECURITY FOR SHUTDOWN REQUIREMENTS AND SECURITY WATCH FOR DURATION OF CONSTRUCTION. # E-102 KEYED RENOVATION NOTES 1 PROVIDE METER SOCKETS ON THE EXTERIOR OF THE BUILDING OF ROOM 194. PROVIDE 2-2" CONDUIT RISERS TO ABOVE THE ROOF LINE WITH WEATHERHEADS TO ACCEPT OVERHEAD CABLING PROVIDED BY NYSEG. COORDINATE WITH NYSEG FOR THE METER INSTALLATION AND SHUTDOWNS. METERS AND RISERS ARE TO BE INSTALLED BEFORE ANY DEMOLITION OCCURS TO ROOM 194A. PREP FOR SERVICE INSTALLATION. TOP OF METER BOX TO BE 60" FROM GRADE. COORDINATE WITH CORNELL GROUNDS DEPARTMENT FOR TREE TRIMMING THAT WILL CONFLICT WITH NEW OVERHEAD CONNECTION. 2 PROVIDE 2" GRC FROM METER SOCKET THROUGH WALL AND CONNECT TO EXISTING CIRCUIT TAGGED DURING REMOVALS. EXTEND EXISTING CIRCUIT AS REQUIRED. MATCH WIRE IN-KIND TO EXISTING. 3 INSTALL LOAD CENTERS SAVE DURING REMOVALS. CONNECT TO EXISTING CIRCUITS TAGGED DURING REMOVALS. PROVIDE CONDUIT IN-KIND TO EXISTING AND CONNECT TO EXISTING BRANCH CONDUIT SAVED DURING REMOVALS. NEW CONDUIT IS TO BE INSTALLED A MINIMUM OF 6" AWAY FROM NEW EXPANSION JOINT. 4 RELOCATE JUNCTION BOX AND CONDUITS. EXTEND EXISTING CIRCUITS AS REQUIRED. PROVIDE CONDUIT AND WIRE THAT MATCHES IN-KIND TO THE EXISTING. 5 PROVIDE CONDUIT BENDS AWAY FROM CORNER OF THE WALL. FASTEN CONDUIT TO OVERHEAD BEAM AND CONNECT TO EXISTING PATHWAYS SAVED SURING REMOVALS. EXTEND CONDUIT AND WIRE AS REQUIRED. CONDUIT AND WIRE SHALL MATCH IN-KIND TO THE EXISTING. TEST SYSTEM WHEN COMPLETE. # SCALE: 1/2" = 1'-0"5 SUITE 190 ENTRANCE DEMOLITION PLAN SCALE: 1/2" = 1'-0"6 SUITE 190 ENTRANCE RENOVATION PLAN 0' 2' 4' 8' SCALE: 1/4" = 1'-0" 0' 1' 2' 4' SCALE: 1/2" = 1'-0" 11 10 2023 F F F F F F 1 2 2 2 2 1 1 111 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-103 15841375 ELECTRICAL REFLECTED CEILING PLAN J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION SCALE: 1/8" = 1'-0"1 ELECTRICAL REFLECTED CEILING DEMOLITION PLAN SCALE: 1/8" = 1'-0"2 ELECTRICAL REFLECTED CEILING RENOVATION PLAN E-103 KEYED DEMOLITION NOTES 1 TEMPORARILY SUPPORT ALL CEILING MOUNTED LIGHT FIXTURES AND DEVICES IN SUITE 180 DURING CONSTRUCTION. REMOVE FIXTURES AS NEEDED TO SUPPORT STRUCTURAL AND FIRE PROTECTION WORK. DURING CONSTRUCTION PROVIDE TEMPORARY HEAT DETECTORS FOR FIRE ALARM COVERAGE. 2 DISCONNECT AND TEMPORARILY REMOVE LIGHT FIXTURE TO ALLOW ACCESS FOR SPRINKLER INSTALLATION TAG CIRCUIT FOR REUSE. PROVIDE TEMPORARY LIGHTING AS NEEDED. E-103 KEYED RENOVATION NOTES 1 REINSTALL ALL LIGHT FIXTURES AND DEVICES TEMPORARILY REMOVED OR SUSPENDED DURING CONSTRUCTION. # # 0' 4' 8' 16' SCALE: 1/8" = 1'-0" 11 10 2023 EXISTING SWGR 480Y/277V 800A XFMR75-KVAPRI: 480VSEC: 280/120VNEMA-1 90A, 3P G N E L EXISTING NYSEG XFMR 200A OFFICE PANEL 208Y/120V, 3-PHASE, 4-WIRE 200A, 3P 50KW DIESEL GENERATOR 480Y/277V ASCO ATS 480Y/277V 200A EXISTING FEEDER PROVIDE (3) 90A FUSES. MATCH IN-KIND TO EXISTING. (3) #3, 1#8GND, 1.5" EMT C (3) #4, 1#8GND, 2" SCHED. 80 C (3) #3, 1#8GND, 1.5" EMT C (4) #3/0, 1#6GND, 2" EMT C 90A,3P 100A, 2P 100A EXISTING OFFICE PANEL 208Y/120V, 1-PHASE, 3-WIRE(3) #3, 1#8GND, 1.5" EMT C PROVIDED BY OWNER PROVIDED BY OWNER PROVIDED BY OWNER FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-301 15841375 ONE-LINE DIAGRAMS J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 NOT TO SCALE1ONE-LINE DIAGRAM 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 NOTES: 1. DIRECT BURIED CABLES NOT ALLOWED. 3. CONTRACTOR TO CONTACT CORNELL FACILITIES ENGINEERING TO GPS AND PHOTOGRAPH LOCATION PRIOR TO BACKFILLING TRENCH. 2. SEAL DUCTS AT END OF DAY DURING CONSTRUCTION. 4. PULL MANDREL THROUGH WITH REPRESENTATIVES OF CORNELL UTILITIES TO WITNESS. TRACEABLE ELECTRIC WARNING TAPE, 4" BELOW GRADE SAND ENCASEMENT OR SELECT BACKFILL (ROCKS SHALL NOT BE BIGGER THAN 1") - COMPACTED IN 6" LAYERS 4" MINIMUM CONCRETE. SCH 80 PVC DUCTS (PVC JOINTS TO BE CLEANED AND GLUED) TOP OF CONCRETE TO BE FLUSH WITH EXISTING PAVEMENT. PROVIDE JOINT SEALER AT TRANSVERSALS. 2" BED 2" COVER 24" EXTERIOR WALL WATERPROOF MECHANICAL SLEEVE SEALS (BOTH SIDES OF WALL) 1/8" STEEL PLATE WELDED TO SLEEVE CAST IRON PIPE SLEEVE CONDUIT 2" PROVIDE BUTLYL TAPE WATER STOP AROUND SLEEVE IF THERE IS NO WATERPROOFING SYSTEM ON FACE OF EXTERIOR WALL #8 AWG CU BARE GROUND ELECTRODE CONDUCTOR BONDED TO PAD AND GEN FRAME CONCRETE PAD W/ 3/4" CHAMFERED EDGES 5/8" Ø HILTI KB-TZ EXPANSION ANCHOR- #304SS, MIN. 4" EMBEDMENT (4 TOTAL) NOTE: REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION OF CONCRETE PAD. 50KW GENERATOR 4" 10 " CONDUIT STUB-UP AREA GENERATOR BASIS OF DESIGN WEIGHT: 3521lbs. CONCRETE PAD CL CL PLAN VIEWSECTION A-A 9' - 6" 3' - 6 " 9' - 8" 4' - 0 " CONNECTED TO 5/8" GROUND ROD CUBICLE WALL PROVIDED BY OTHERS 4' - 0 " EXISTING SUSPENDED CEILING EXISTING SURFACE MOUNT DATA JACKS RELOCATED TO ABOVE CUBILCE WALL. MAINTAIN CABLE LABELS ON CABLES AND BOX. EXISTING SURFACE MOUNT RACEWAY RELOCATED TO ABOVE CUBICLE WALL. EXISTING DATA CABLE FROM IT CLOSET EXTERIOR BLOCK WALL GENERATOR PAD. REFER TO 5/401 GENERATOR PAD DETAIL. UNDERGROUND CONDUIT FROM SOURCE TO GENERATOR. REFER TO 1/E-401 DIRECT BURIED CONDUIT DETAIL. CONTINUATION TO SWITCHGEAR IN ELECTRICAL ROOM. REFER TO 3/E401 CONDUIT PENETRATION DETAIL 9'-0" TO SUITE 180 ATS NORMAL POWER TO SUITE 180 ATS EMERGENCY POWER FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-401 15841375 DETAILS J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 NOT TO SCALE1DIRECT BURIED CONDUIT DETAIL NOT TO SCALE3EXTERIOR WALL PENETRATION NOT TO SCALE5CONCRETE GENERATOR PAD DETAIL NOT TO SCALE4TYPICAL DATA JACK RELOCATION VIEW NOT TO SCALE2CONDUIT ROUTING DETAIL 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 2"1"1" G90A, 3P GENERATOR FEEDERS 4-#4, 1-#8, 2" C 120V WATER JACKET HEATER 2-#12 AWG, 1-#12CU GND FROM EXISTING OFFICE PANEL - 19 120V BATTERY CHARGER & HEATER 2-#12 AWG, 1-#12CU GND FROM EXISTING OFFICE PANEL - 20 SCHEDULE 80 PVC GENERATOR START CIRCUIT CONNECTION TO ATS 2-#12 AWG, 4-#12 AWG SPARE GENERATOR EMERGENCY STOP 2-#18 AWG FA MONITORING POINTS GENERATOR FAULT GENERATOR NOT IN AUTO GENERATOR RUNNING ATS FIRE ALARM MONITORING POINT ATS SWITCH POSITION GENERATOR EMERGENCY STOP UTILITYGENERATOR FEEDERS EXISTING OFFICE PANEL GENERATOR NEUTRAL BAR EQUIPMENT GROUND BAR EXISTING GROUNDING ELECTRODE CONDUCTOR NEUTRAL BAR EQUIPMENT GROUND BAR MAIN BONDING JUMPER #8 AWG CU GROUNDING ELECTRODE CONDUCTOR GROUNDED CONDUCTOR (NEUTRAL) GROUNDING ELECTRODE SYSTEM AT BUILDING NOT ALL CONDUCTORS OF SYSTEM ARE SHOWN IN DIAGRAM GENERATOR NOT SEPARATELY DERIVED SYSTEM BONDING JUMPER #8 AWG CU EQUIPMENT GROUNDING CONDUCTOR ATS SOLID NEUTRAL OPEN TRANSITION GROUNDING ELECTRODE SYSTEM GROUNDING ELECTRODE SYSTEM SERVICE EQUIPMENT 480/277V PRI 208/120V SEC TRANSFORMER GROUNDED CONDUCTOR (NEUTRAL) POWER PANEL SIGNAGE PER 700.8 NEUTRAL BAR EQUIPMENT GROUND BAR BONDING JUMPER #8 AWG CU EQUIPMENT GROUNDING CONDUCTOR #6 AWG CU GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE SYSTEM#8 AWG CU EQUIPMENT GROUNDING CONDUCTOR #1 Duplex or Quadplex connected to building power. Provided by customer. Most common setup is two 20 amp Circuits per station and sometimes a third "dirty" or commercial power for the non-critical equipment to plug into. #2 #3 #4 #5 (2) 6 Outlet Power Bars on Monitor Rack 10 UPS Outlet Power Bar underneath Monitor surface. 10 UPS Outlet Power Bar inside CPU cabinet. 10 NON-UPS Outlet Power Bar mounted outside of CPU cabinet. 6 UPS Outlet Power Bar under work surface behind storage cabinet (opposite side of CPU cabinet). #4 - 10 OUTLET NON-UPS POWER (BLACK). LOCATED ON THE SIDE OF CPU CABINET. #3 - 10 OUTLET UPS POWER (ORANGE). LOCATED INSIDE CPU CABINET. #1 - (2) 6 OUTLET UPS POWER (ORANGE). LOCATED ON ROLLERVISION BEHIND MONITORS. #2 - 10 OUTLET UPS POWER (ORANGE). LOCATED UNDER MONITOR SURFACE. #5 - 6 OUTLET UPS POWER (ORANGE). LOCATED UNDER WORK SURFACE BEHIND STORAGE CABINET.PROVIDE QUADPLEX IN CABINET. REFER TO FURNITURE PLAN FOR CIRCUITING. PROVIDE DUPLEX AND QUADPLEX IN CABINET. REFER TO FURNITURE PLAN FOR CIRCUITING. CPU CABINET OF DESK GROUNDING BUS BAR BY MANUFACTURER FABRIC PANEL OF DESK CABLE CUT OUT IN CABINET POWER POLE BY MANUFACTURER FROM PANEL TO ABOVE ACT CEILING. CABLE CHANNEL IN FABRIC PANEL GROUND ELECTRODE CONDUCTOR TO TELECOMMUNICATIONS GROUND BUS BAR. PROVIDE #2 AWG CU GROUNDING ELECTRODE CONDUCTOR TO BUILDING GROUND PER MOTOROLA R56 STANDARDS TELECOMMUNICATIONS GROUND BUS MOUNTED NEXT TO XMFR AS SHOWN ON 2/E-101. GROUND ELECTRODE CONDUCTOR TO BUILDING GROUND GROUND ELECTRODE CONDUCTOR FROM WORKSTATIONS. (TYP) FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-402 15841375 DETAILS J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 NOT TO SCALE1GENERATOR WIRING DIAGRAM NOT TO SCALE2EQUIPMENT GROUNDING NOT TO SCALE3DESK ELECTRICAL LAYOUT NOT TO SCALE4TYPICAL DESK GROUNDING DETAIL 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 FACILITIES ENGINEERING AR C H I V E B A R C O D E ARCH/ CIVIL: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 EAST HILL PLAZA JOINT BACKUP CALL CENTER E-501 15841375 SCHEDULES J.SHIPOS JTS 2583 NOVEMBER 10, 2023 361 PINE TREE ROAD ITHACA, NEW YORK 14850 TOTAL DEMAND AMPS:37 A Power 0 VA 0.00% 0 VA TOTAL CONN AMPS:48 A ELECTRIC HEAT 1000 VA 50.00% 500 VA TOTAL DEMAND:13250 VA RECEPTACLES 7380 VA 50.00% 3690 VA TOTAL CONN LOAD:17440 VA Spare 9060 VA 100.00% 9060 VA LOAD CLASSIFICATION CONN LOAD DEMAND FACTOR EST DEMAND PANEL TOTALS TOTAL AMPS:30 A 57 A 66 A TOTAL LOAD:3600 VA 6360 VA 7480 VA 41 -- -- -- 0 0 1 20 SPARE 42 39 MINI SPLIT AC 180A 25 2 0 0 1 20 SPARE 40 37 DESK RECEPTACLE 20 1 360 360 1 20 DESK RECEPTACLE 38 35 SPARE 20 1 0 0 1 20 SPARE 36 33 SPARE 20 1 0 0 1 20 SPARE 34 31 DESK RECEPTACLE 20 1 180 360 1 20 DESK RECEPTACLE 32 29 SPARE 20 1 0 0 1 20 SPARE 30 27 MW RACK 20 1 0 0 1 20 MW RACK 28 25 AC EDGE PDU 60 1 0 0 1 60 AC EDGE PDU 26 23 AC EDGE PDU 60 1 0 0 1 60 AC EDGE PDU 24 21 SPARE 20 1 0 0 1 20 SPARE 22 19 DESK RECEPTACLE 20 1 360 180 1 20 DESK RECEPTACLE 20 17 DESK RECEPTACLE 20 1 360 360 1 20 DESK RECEPTACLE 18 15 DESK RECEPTACLE 20 1 360 360 1 20 DESK RECEPTACLE 16 13 DESK RECEPTACLE 20 1 360 360 1 20 DESK RECEPTACLE 14 11 DESK RECEPTACLE 20 1 180 360 1 20 DESK RECEPTACLE 12 9 DESK RECEPTACLE 20 1 180 360 1 20 DESK RECEPTACLE 10 7 DESK RECEPTACLE 20 1 360 360 1 20 DESK RECEPTACLE 8 5 -- -- -- 6040 180 1 20 DESK RECEPTACLE 6 3 EXISTING OFFICE PANEL 100 2 4920 180 1 20 DESK RECEPTACLE 4 1 AIR CONDITIONER 20 1 180 180 1 20 DESK RECEPTACLE 2 CKT DESCRIPTION TRIP POLES A B C POLES TRIP DESCRIPTION CKT ENCLOSURE:NEMA 1 MOUNTING:SURFACE WIRES:4 MAINS RATING:200 A FED FROM: PHASE:3 MAINS TYPE:MCB LOCATION: VOLTS:208Y/120V AIC RATING:10KAIC OFFICE PANEL TOTAL DEMAND AMPS:48 A TOTAL CONN AMPS:53 A ELECTRIC HEAT 1000 VA 50.00% 500 VA TOTAL DEMAND:10010 VA RECEPTACLES 900 VA 50.00% 450 VA TOTAL CONN LOAD:10960 VA Spare 9060 VA 100.00% 9060 VA LOAD CLASSIFICATION CONN LOAD DEMAND FACTOR EST DEMAND PANEL TOTALS TOTAL AMPS:47 A 57 A TOTAL LOAD:4920 VA 6040 VA 23 24 21 22 19 WATER JACKET HEATER 20 1 500 500 1 20 BATTERY CHARGER&HEATER 20 17 RM 270 IDF RECEPTACLE 20 1 180 360 1 20 RM 180A RECPTS 18 15 RM 120G BDF RECEPTACLE 20 1 180 360 1 20 RM 180A RECPTS 16 13 IT ROOM RECEPTACLE 20 1 360 200 1 20 RECPT UNDER PANEL 14 11 IT RACK RECEPTACLE 20 1 180 100 1 20 OUTSIDE LIGHT 12 9 NORTHEAST OPEN AREA LTS 20 1 400 360 1 20 CONF RM W OFFICE 10 7 EAST&MIDDLE HEATERS 20 1 1400 360 1 20 CONF ROOM RECPTS 8 5 EAST OFFICE LIGHTS 20 1 400 360 1 20 WEST OFFICE RECPTS 6 3 EAST OFFICE RECPTS 20 1 360 2100 -- -- -- 4 1 EXHAUST FAN 20 1 200 2100 2 40 AHU 2 CKT DESCRIPTION TRIP POLES B C POLES TRIP DESCRIPTION CKT ENCLOSURE:NEMA 1 MOUNTING:SURFACE WIRES:3 MAINS RATING:100 A FED FROM:OFFICE PANEL PHASE:1 MAINS TYPE:MLO LOCATION: VOLTS:120/208V AIC RATING:10KAIC EXISTING OFFICE PANEL CALL CENTER CALL CENTER SWITCHGEAR 1 09/21/23 ISSUE FOR DD REVIEW 2 10/20/23 ISSUE FOR 95% REVIEW 3 11/10/23 ISSUE FOR CONSTRUCTION 11 10 2023 Town of Ithaca 2/16/2024 ZBAS-23-1 Zoning Board of Appeals Sprinkler Variance Application Status: Active Submitted On: 11/17/2023 Primary Location 602 Elmira Rd Ithaca, NY 14850 Owner Cedar Rock Inc 51 Anderson Rd Cheektowaga, NY 14225 Applicant Michael Lasell 315-486-0501 mike.lasell@mblengineering.com 16510 Balch Place Mannsville, New York 13661 Internal Only-Review Tax Parcel No. 31.-3-4 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? No Type of Variance Sprinkler Variance Appearance Date for Variance 2/27/24 ZBAS-23-1 about:srcdoc 1 of 8 2/16/2024, 10:41 AM Variance Code Language Variance Code Section 225-3 Internal Tasks to be Completed Meeting Result (First Appearance) – Public Hearing Notice Was Sent 02/14/2024 Neighbor Notiﬁcation Letters Were Sent 02/19/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members 02/19/2024 Applicant's Information Applicant is* Engineer Is the primary point of contact for application diﬀerent than the applicant?* No ZBAS-23-1 Appeal Cedar Rock Inc., Owner of 602 Elmira Rd., Ithaca NY, 14850; Michael Lasell, Applicant/Agent; is seeking relief from Town of Ithaca Code section 225-3 (New buildings required to have sprinkler systems) for a proposal to construct storage buildings without a sprinkler system. Town of Ithaca Code 225-3 requires certain types of newly constructed buildings to have a sprinkler system installed, where buildings 2,3,4 &5 are proposed to not have a sprinkler system installed. The current property is located in the Light Industrial Zone district and the Inlet Valley Center overlay zone, Tax Parcel No. 31.-3-4 ZBAS-23-1 about:srcdoc 2 of 8 2/16/2024, 10:41 AM If the applicant is NOT the owner, a letter/email from owner designating the applicant as agent or a copy of the contract with owner's signature will need to be provided. Description Brief Description of Variance Request* Sprinkler Variance Criteria Form Examples of Information for Question (1.): - Estimated cost of a sprinkler system for this structure - Cost of the structure or assessed value - Size and shape of structure (architectural drawings) - Presence or absence of water or heating systems in structure 1. Will the strict application of the Sprinkler Chapter of the Town Code create a practical diﬃculty or unnecessary hardship?* Yes Proof: Fire sprinklers for cold storage project cant support the cost of a dry system or heating the buildings ZBAS-23-1 about:srcdoc 3 of 8 2/16/2024, 10:41 AM Examples of Information for Question (2.): - Building use and layout (ﬂoor plan) - Site Plan (location of building on property and relation to other structures) - Building construction materials and methods - Occupancy and number of occupants - Forms of alternative mitigation 2. Will the omission of an approved sprinkler system from all or part of the building signiﬁcantly jeopardize human life?* No Proof: Aﬃdavit The UNDERSIGNED respectfully submit this application requesting an appearance before the Zoning Board of Appeals. By ﬁling this application, I grant permission for members of The Town of Ithaca Zoning Board of Appeals or Town staﬀ to enter my property for any inspection(s) necessary that are in connection with my application. I acknowledge, that completed applications are scheduled on a ﬁrst-come ﬁrst-serve basis and that all documents ideally be submitted forty-ﬁve (45) days advance of the proposed meeting date, together with the required application fee. Failure to do so may result in a delay in my hearing. Digital Signature* Mike Lasell Nov 17, 2023 PAYMENT INFORMATION No. We will be exceeding NYS building code and include ﬁre alarm system. ZBAS-23-1 about:srcdoc 4 of 8 2/16/2024, 10:41 AM After submission, Code Department Administration will review the application and materials provided. After review, and email with instructions for paying the fee online with credit card or E-check will be sent to the applicant. If it is preferred to pay by check, cash or money order: *Mail to Code Enforcement, Town Hall 215 N. Tioga St, Ithaca, NY 14850 *Drop oﬀ during business hours to Town Hall M-F 8-4 *Place in locked box next to the door on the Buﬀalo St side of Town Hall Historical Only Address aﬃliated with request History Date Activity 11/17/2023, 2:11:18 PM Michael Lasell started a draft of Record ZBAS-23-1 11/17/2023, 2:19:09 PM Michael Lasell submitted Record ZBAS-23-1 11/17/2023, 2:19:09 PM inspection step Application In-take Review was assigned to Lori Kofoid on Record ZBAS-23-1 11/17/2023, 2:19:10 PM changed the deadline to Nov 19, 2023 on inspection step Application In-take Review on Record ZBAS-23-1 11/17/2023, 2:21:15 PM Emily Banwell added Record ZBAS-23-1 to project Ithaca Self Storage 11/17/2023, 2:21:21 PM Emily Banwell assigned inspection step Application In-take Review to Emily Banwell on Record ZBAS-23-1 11/17/2023, 2:21:24 PM Emily Banwell altered inspection step Application In-take Review, changed status from Active to Complete on Record ZBAS-23-1 11/17/2023, 3:57:44 PM completed payment step Payment on Record ZBAS-23-1 11/17/2023, 3:57:45 PM approval step Notice (Pick-up) was assigned to Lori Kofoid on Record ZBAS-23-1 ZBAS-23-1 about:srcdoc 5 of 8 2/16/2024, 10:41 AM Date Activity 1/8/2024, 10:37:00 AM Lori Kofoid changed Tax Parcel No. from "" to "31.-3-4" on Record ZBAS-23-1 1/8/2024, 10:37:21 AM Lori Kofoid assigned inspection step Review - Code Enforcement/ Zoning Dept. to Marty Moseley on Record ZBAS-23-1 1/8/2024, 1:48:12 PM Marty Moseley changed Is Planning Dept. Approval Required? from "" to "No" on Record ZBAS-23-1 1/8/2024, 1:48:12 PM Marty Moseley changed Is Engineering Dept. Approval Required? from "" to "Yes" on Record ZBAS-23-1 1/8/2024, 1:48:12 PM Marty Moseley changed Is a GML-239 Review Required? from "" to "Yes" on Record ZBAS-23-1 1/8/2024, 1:48:12 PM Marty Moseley changed Type of Variance from "" to "Sprinkler Variance" on Record ZBAS-23-1 1/8/2024, 1:48:12 PM Marty Moseley changed Appearance Date for Variance from "" to "2/27/24" on Record ZBAS-23-1 1/8/2024, 2:36:51 PM Marty Moseley changed Is a GML-239 Review Required? from "Yes" to "No" on Record ZBAS-23-1 1/22/2024, 5:12:57 PM Marty Moseley changed Is Planning Dept. Approval Required? from "No" to "Yes" on Record ZBAS-23-1 1/22/2024, 5:13:12 PM Marty Moseley waived approval step Notice (Pick-up) on Record ZBAS-23-1 1/22/2024, 5:13:13 PM approval step Planning Approval (Planning Department) was assigned to C.J. Randall on Record ZBAS-23-1 1/22/2024, 5:13:27 PM Marty Moseley altered approval step Notice (Pick-up), changed status from Skipped to Active on Record ZBAS-23-1 1/22/2024, 5:16:50 PM Marty Moseley assigned approval step Engineering Approval (Engineering Department) to Dan Thaete on Record ZBAS-23-1 1/23/2024, 8:17:55 AM Dan Thaete approved approval step Engineering Approval (Engineering Department) on Record ZBAS-23-1 1/23/2024, 1:59:14 PM Lori Kofoid assigned inspection step Zoning Board of Appeals Meeting to Lori Kofoid on Record ZBAS-23-1 1/23/2024, 5:23:44 PM C.J. Randall waived approval step Planning Approval (Planning Department) on Record ZBAS-23-1 1/26/2024, 11:21:13 AM Lori Kofoid changed Public Hearing Notice Was Sent from "" to "02/14/2024" on Record ZBAS-23-1 1/26/2024, 11:21:13 AM Lori Kofoid changed Neighbor Notiﬁcation Letters Were Sent from "" to "02/19/2024" on Record ZBAS-23-1 1/26/2024, 11:21:13 AM Lori Kofoid changed Material Packets Sent to ZBA Members from "" to "02/19/2024" on Record ZBAS-23-1 ZBAS-23-1 about:srcdoc 6 of 8 2/16/2024, 10:41 AM Date Activity 2/12/2024, 8:56:02 AM Marty Moseley added Variance Code Section to Record ZBAS-23-1 2/12/2024, 8:56:02 AM Marty Moseley added Variance Code Language to Record ZBAS-23-1 2/12/2024, 8:56:45 AM Marty Moseley altered inspection step Review - Code Enforcement/ Zoning Dept., changed status from Active to Complete on Record ZBAS-23-1 2/12/2024, 2:11:56 PM Marty Moseley changed Variance Code Language from "<div><strong>ZBAS-23-1 Appeal Cedar Rock Inc., Owner of 602 Elmira Rd., Ithaca NY, 14850; Michael..." to "<div><strong>ZBAS-23-1 Appeal Cedar Rock Inc., Owner of 602 Elmira Rd., Ithaca NY, 14850; Michael..." on Record ZBAS-23-1 2/16/2024, 10:23:05 AM Lori Kofoid removed attachment Determination/Denial Letter from Record ZBAS-23-1 2/16/2024, 10:23:38 AM Lori Kofoid removed attachment Agricultural Data Statement from Record ZBAS-23-1 2/16/2024, 10:35:20 AM Lori Kofoid added attachment ZBA_SEQR_all_parts_and_maps 2.14.24.pdf to Record ZBAS-23-1 Timeline Label Activated Completed Assignee Due Date Engineering Approval (Engineering Department) 1/22/2024, 5:13:13 PM 1/23/2024, 8:17:55 AM Dan Thaete - Payment 11/17/2023, 2:21:24 PM 11/17/2023, 3:57:44 PM Michael Lasell - Application In-take Review 11/17/2023, 2:19:09 PM 11/17/2023, 2:21:24 PM Emily Banwell 11/18/2023 Review - Code Enforcement/Zoning Dept. 1/8/2024, 10:37:27 AM 2/12/2024, 8:56:45 AM Marty Moseley - Planning Approval (Planning Department) 1/22/2024, 5:13:13 PM 1/23/2024, 5:23:44 PM C.J. Randall - Notice (Pick-up)11/17/2023, 3:57:45 PM 1/22/2024, 5:13:12 PM Lori Kofoid - ZBAS-23-1 about:srcdoc 7 of 8 2/16/2024, 10:41 AM Label Activated Completed Assignee Due Date Zoning Board of Appeals Meeting 1/23/2024, 1:59:16 PM - Lori Kofoid - Close & Archive Record - - -- Issuance of Meeting Result - - -- ZBAS-23-1 about:srcdoc 8 of 8 2/16/2024, 10:41 AM LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 1 OF 4 November 14, 2023 Town of Ithaca Planning Department 215 North Tioga Street Ithaca, NY 14850 Re: Project Narrative – Proposed Storage Facility The purpose of this letter is to express Rudra Management’s interest in constructing a self-storage facility on their vacant land, located at 602 Elmira Road, Ithaca, NY (the “Property”).              Project:  Rudra Management proposes the construction of approximately 24,700 square feet of self-storage space, which will be comprised of both traditional drive-up storage units, as well as indoor climate- controlled storage units. The project will be split into two phases. Phase One will entail the construction of climate-controlled and traditional drive-up storage units, and Phase Two will be all climate-controlled. Unit sizes will vary to meet the Community’s needs. The project will utilize the public water system for its fire suppression and bathroom, but will install on site septic for its single use toilet. We anticipate construction to last 6 to 8 months. About Rudra Management:  Rudra Management is a real estate development company that builds, owns and operates 25+ hotels in the Western New York area. At the helm, Jay Patel has extensive experience in development and construction. Once example of their work is The Holiday Inn Express & Suites, 371 Elmira Road, which is located down the road from the Property. The hotel project was considered a “ground-up” construction project that transformed a neglected site into a thriving local business. Rudra Management hopes to continue their successful track record by diversifying their portfolio with a self-storage facility, as their market research has determined a demand in the Ithaca area. Rudra Management has hired Line 42 Architecture to consult and assist with the development process. Having worked together on other successful projects in the past, Rudra Management and Line 42 Architecture bring a collective experience that will ensure this project comes to fruition in a reasonable amount of time. About Line 42 Architecture: Line 42 Architecture, PLLC is a design firm specializing in self-storage and multifamily housing. Joshua Best, AIA, Founding Principal has developed, designed, constructed and operated four other self-storage facilities in the Buffalo, NY area with his company Best Brothers Development, LLC. His most recent ground-up construction was a facility located in Orchard Park, NY, which is similar to Rudra Management’s proposed facility for Ithaca, NY. Best Brothers Development, LLC is a homegrown company that specializes in operating and assisting in commercial real estate development ventures. Their services include site acquisition, architectural design, construction management, technical and operational assistance. Their focus is on multi-family housing, self-storage and hotel development. LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 2 OF 4 Variance Request: · Entrance of Elmira Road This makes the most sense for the project. It was welcomed when we received the use variance and the DOT is in favor of it. We have modified the layout to ensure safety. The site slopes downhill and we are utilizing the existing site topography for our 2nd phase building with a walkout basement. Entering on 5 Mile Drive would not be desirable with our design approach. Additionally, it would be awkward coming around the corner to the intersection and result in more tree clearing and land disturbance. · Parking Infront of building This also was shown to the ZBA when approving our use variance. The nature of the storage business is security and this requires keeping traffic out of the secure zone past the gate. Prospective customers typically rent online and sent a gate code via email or mobile app. Very rarely will a customer utilize the parking and come into the office. · Fire sprinklers in non-climate-controlled buildings We have designed a fire sprinkler system for our two climate-controlled buildings facing the street (buildings 1 & 6). For the non-climate-controlled buildings (2,3,4 &5) we request a variance from the Ithaca code that is above and beyond NYS code. Our non- climate-controlled buildings will have fire walls per NYS code to minimize fire spread and we plan on exceeding NYS code by installing a fire/smoke alarm system in all buildings on property. Our main security gate will be keyed for fire department access and we have fire apparatus turning maneuverability throughout the property. Energy Code Supplement: Commercial Compliance Summary for Easy Path/ Prescriptive Path Projects must earn at least 12 points Points Pursuing with current design: · Air source heat pump = 4 · Heating systems in heating space = 1 · Efficient building shape = 1 · Right-lighting = 1 · Modest window to wall ratio = 1 · Renewable energy system = 1-6 · Electric vehicle parking space = 1 · Walkability = 1 · Custom energy improvement = 1 Total = 12-16 Points LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 3 OF 4 Article XXA Inlet Valley Overlay District270-117.6 Design Standards and Guidelines To quote the Inlet Valley Overlay District Purpose: “Recognizing the importance of existing commercial and light industrial use... The overlay district aims to preserve and build upon the most appealing aspects of the Inlet Valley’s rural and agricultural character, and enhance the area’s appeal as a recreational destination among residents and visitors. The outcome of development under these provisions will add to the area’s tourism and transportation assets, enhance the synergistic relationship between the area’s businesses and attractions, and reinforce its sense of place. Inlet Valley Center. This overlay zone intends to foster a compact mix of destinations. It is centered generally, around the existing light industrial, neighborhood commercial and planned development zones”. The proposed storage facility is aligned with the statement above. Evidence of design standard compliance is outlined below and exemplifies that this project will “enhance the area’s appeal”. Building Design: We have been sensitive to the design of this project, ensuring we are adding to the charm of Ithaca, rather than building a standard storage facility. This state-of-the-art facility offers growth opportunity for businesses and individuals alike. Our design is site specific and our approach was thoughtful to the surroundings. Given the major road intersection, the most logical site entrance is shown on the renderings and the DOT is in favor as well. We aim to align with the existing street fabric. The design will stay true to the current roots of light industrial and will be elevated by the climate control buildings that shield the industrial buildings from the street. The buildings wrap the corner and follow the site topography stepping down the site. 1) Style neutrality: Simple massing with wood “lodge” like touches tie into local area and references a camp ground welcome house. 2) Elevation and wall form: Stone, Clapboard siding and roof trim. 3) Wall articulation: Central “timber” projection (5’) breaks up the massing and acts and acts as a beacon for the project. Windows further break up the massing along the street frontage and the rear/ side elevations have changes in materials and false windows to further break down the scale and comply with the regulations. 4) Consistent design on visible elevations: we comply with this statement from the guidelines “Elevations on a building that are visible from or facing a street must have a similar style and quality of materials, windows, doors, trim, decorative moldings, and wall articulation.” See elevations. LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 4 OF 4 5) Building Construction: Our principal buildings fronting Elmira Road will be engineered specific for this site. 6) Roof form: Our roof slope is 6:12 with 18” overhangs complying with the guidelines. 7) Roof materials: We are using standing seam metal, complying with the guidelines. 8) Cladding materials: Our primary cladding material will be Clapboard (fiber cement) and will cover 100% of the buildings 9) Cladding materials and building color in general: We are using Natural earth tones with non- reflective finish. See elevations. 10) Change of cladding of color on an outside wall: we comply. See elevations: 11) Trim: We comply. See elevations 12) Window and door area: We comply. See elevations. 13) Window and door design: we comply. See elevations. 14) Building entrance orientation and design: we comply. See elevations. 15) Formula architecture: we comply. See elevations. 16) Rooftop and building mounted equipment: We comply. See elevations Additionally, see drawings as we also comply with: E. Landscaping F. Parking G. Pedestrian and bicycle facilities H. Fences and walls J. Service and equipment areas K. Utilities L. Outdoor lighting M. Signs Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland 2. Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: Ithaca Self-Storage 602 Elmira Road - Ithaca Construction of a Self-Storage facility with 6 buildings which include indoor heated storage and standard mini-storage of approximately 24,700-SF. Project includes a 20,700s.f. building footprint (24,700s.f. total gross floor area, as Buildings 1 & 6 are two-stories), along with parking, landscaping, stormwater management facilities, and other project elements. Rudra Managaement 716.481.9888 jay@rudramgmt.com 51 Anderson Road Buffalo NY 14225 4 Ithaca ZBA, County Planning, NYSDOT, Ithaca Planning Board, NYSDEC, Town Board 4 3.0 1.90 3.0 4 4 Light industry (warehouses), vacant land Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? Elmira Road is served by TCAT Route 67 c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? Please see part 3 Please see part 3 An offsite water main extension will be required to provide public water to this parcel. IF an exemption is approved by the Town Board. If exemption is not approved, then an offsite sanitary sewer main extension will be required. Project received a Use Variance on 8/21/2023 4 4 4 4 4 4 4 4 4 4Onsite wastewater treatment for a single bathroom. 4 4 4 4 Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ 4 4 4 4 4 4 4 4 4 4 Michael Lasell 3/15/2023 Engineer PRINT FORM EAF Mapper Summary Report Tuesday, February 28, 2023 12:29 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report Page 1 of 2 No, or small impact may occur Moderate to large impact may occur 1. 2.Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5.Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6.Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7.Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9.Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10.Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” Please see Part 3 for further explanation of 1, 2, 3, 5, 7, and 10 below Ithaca Self Storage - 602 Elmira Rd PB Site Plan 2-20-24; ZBA area variances 2-27-24 4 4 4 4 4 4 4 4 4 4 4 4 PRINT FORM Page 2 of 2 Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered “moderate to large impact may occur”, or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. ______ Signature of Responsible Officer in Lead Agency _______________________________________________ Date _ _ _ ________ _ ________ Name of Lead Agency _________________David Squires___________________ Print or Type Name of Responsible Officer in Lead Agency _________________________________________________ ________________ Chair_________________________ Title of Responsible Officer ______ ____ ____ _ _ _____ __ _ _ _ _ _____________ Signature of Preparer (if different from Responsible Officer) 4 PLEASE SEE ATTACHED Town of Ithaca Zoning Board of Appeals Christine Balestra, Senior Planner Ithaca Self Storage- 602 Elmira Rd PB site plan 2-20-24;ZBA area variances 2-27-24 PRINT FORM 1 Short Environmental Assessment Form – Part 3 Determinaon of Signiﬁcance Project: Ithaca Self Storage, 602 Elmira Road Acons: Site Plan Approval, Planning Board (PB) Area Variances, Zoning Board of Appeals (ZBA) Acceptance/Dedicaon of Certain Ulies, Town Board (TB) Dates: February 20, 2024 (PB), February 27, 2024 (ZBA), Yet to be determined (TB) Physical characteristics of the property: The proposed self-storage facility will be located on vacant property that was utilized as a fill-site for the storage of fill and construction materials during the NYS Department of Transportation’s (DOT) Route 13/Route 13A intersection and Cayuga Inlet bridge reconstruction projects in the mid-1990’s. Approximately 80% of the property is relatively flat and clear of vegetation. However, approximately one quarter of the site, particularly the north and west edges, and along the NYSDOT right-of-way to the east, contains steep slopes and manmade fill mounds in various stages of natural re-vegetation. Those areas of the property also contain first succession vegetation (mostly young birch, locust, and sycamore trees) along with some larger deciduous and evergreen trees, overgrown shrubs, and tall grasses. This property used to contains a stream that is a tributary to the Cayuga Inlet. During the NYS reconstruction projects, a portion of the stream was piped underneath and across the property to outlet culverts on the northeast and west sides of the property, where it currently flows exposed off the property and onto adjacent properties. The stream eventually filters into a NYS DEC regulated wetland and Unique Natural Area located on the east side of NYS Route 13A. Some of the most significant slopes found on the property are located along the stream bank in the north and west areas. 1. Will the proposed acon create a material conﬂict with an adopted land use plan or zoning regulaons? Small impact may occur. The 2014 Comprehensive Plan and Future Land Use Map has characterized this property as “Natural/Open” and “Inlet Valley Gateway.” According to the Comprehensive Plan, this poron of Elmira Road is intended “to be a seng for a mix of oﬃce, small- scale retail, hospitality, tourism, and agritourism uses, with low impact light industrial, arsanal industrial, and skilled trade uses.” The Town Board adopted the Inlet Valley Overlay District (IVOD) zoning on February 13, 2023 to meet the goals of the Comprehensive Plan. However, the IVOD prohibits self-storage facilies. Unl two February, 2023months ago, the property containing the proposed Ithaca Self-Storage project was zoned Light Industrial, which permied self-storage facilies with site plan approval by the Planning Board. Now that the zoning has changed, the project requires a use variance from the Zoning Board of Appeals along with site plan approval from the Planning Board. The ZBA granted the use variance for the project on August 21, 2023. The project also requires area variances from the ZBA from the following provisions of the IVOD (or other secons of Town Code): 2 1. §270-171.6 F (5) (b) – The property is on a corner lot. Access is oﬀ Elmira Road (NYS Route 13), which is a primary street, instead of oﬀ a secondary street (Five Mile Drive/NYS Route 13A). The IVOD regulaons require access oﬀ of a secondary street on corner lots. Given the presence of slopes, large drainage ditches, traﬃc condions, and poor site distances along Five Mile Drive, the access from Emira Road appears to be the safest and most praccal access for the project. 2. §270-171.6 F (2) (a) – The IVOD regulaons prohibit parking in the front yard. Parking is proposed in the front yard. This was shown as part of the project and was supported by the PB and ZBA during the use variance and sketch reviews. There are only 5 parking spaces proposed for the project, and they are located in a safe manner, buﬀered by proposed landscaping. There will be no signiﬁcant adverse aesthec or traﬃc impacts associated with having parking in the front yard of this project. 3. §270-171.4 & Town Code Chapter 225 – Sprinklers are only proposed for two out of the six buildings. The IVOD regulaons reference Town Code, Chapter 225. The project complies with NYS Code when it comes to sprinkling the structures, but it does not comply with Town Code, which is more restricve than NYS Code. The climate-controlled facilies (buildings 1 and 6) will be sprinkled. Building 1 contains an oﬃce that will be occupied. However, the non-climate controlled buildings will not have sprinklers. These buildings are largely unoccupied, as they are designed for the storage of things and not for the purpose of human habitaon or occupaon. To migate ﬁre-related impacts, the non-climate controlled buildings will have ﬁre-rated walls, per NYS Code provisions. There are no ancipated adverse environmental impacts associated with not sprinkling four out of the six proposed buildings. 4. §270-171.6 D (12) (a) [2] – The window and door interior side building elevaons do not comply with glazing requirements for the interior site layout of the buildings. The IVOD requires interior side elevaons of buildings to contain between 10 and 40% glazing (glass) per building story, in the form of windows or doors. Fake windows or doors can be substuted up to 50% of the me. The interior layout of the proposed buildings cannot meet the glazing requirement. The requirement is an aesthec feature that creates a pleasing aesthec for public-facing aspects of buildings. Four of the six structures do not face a public street and cannot be seen by the public. All exterior (public/road facing) aspects of the buildings comply with the glazing requirement. There are not ancipated signiﬁcant adverse aesthec impacts associated with granng a variance from the interior glazing provisions for the buildings. 5. §270-219.5 – Stream Setback Law – The property contains a stream along the western boundary that is regulated by Town Code §270-219.5, which prohibits development and limits soil disturbing acvies within designated stream setbacks. For this project, the stream that is regulated requires a 50-foot setback per stream side, with “zone 1” being the 30-foot area immediately adjacent to the stream and “zone 2” being the remaining 20-foot area next to zone 1. The proposal contains a small poron of a retaining wall, dry swale, and driving lane 3 that comprises approximately 200s.f. total area that impedes into stream setback zone 2 along the northwest corner of the project. The dry swale is permied in zone 2, but the other features are prohibited without an area variance. Aside from a variance, this requires a migaon plan that oﬀsets the eﬀects of the proposed encroachment into the stream setback. The applicant proposes to oﬀset erosion impacts through the ulizaon of stormwater devices that will capture sediment before it is conveyed back into the stream. Addionally, the applicant proposes to install non-invasive, deer resistant planngs immediately adjacent to the proposed retaining wall in zone 2, to migate the disturbance to the riparian buﬀer that currently exists. This will serve to migate impacts to the stream. 6. §270-171.6 D (14), -D (14) (b), -G. (1) (a), and §270-225 – Requested variances from these Code provisions are a result of having mulple “principal” (main) buildings on one parcel. The self-storage proposal involves six buildings on one parcel, which is typical of a self-storage use. However, the IVOD provisions were wrien with one principal building per parcel in mind. As such, the requirements related to public entrance locaon, sidewalk connecvity, and structures facing the main street would usually only apply to one structure on a parcel. In this case, there are six “principal” buildings, so all six theorecally need to have a public entrance, connect to the main street via sidewalks, and face the main street. This is not possible for the self-storage project and would not likely be possible for any mulple structured project on this property. The applicant provides for pedestrian access from Elmira Road/NYS Route 13 to Building 1, which contains the oﬃce (the only public space in the project). But all other buildings on the property are not designed for public access – they are walk-up storage facilies. Construcng all six buildings to face Elmira Road/NYS Route 13, each with its own public entrance, and each with sidewalk connecons to Elmira Road would be impraccal and illogical. Although self-storage facilies are currently prohibited in the IVOD, they do not necessarily create a material conﬂict with the IVOD provisions. Part of the goal of the IVOD is to enhance the Elmira Road corridor’s disncve characteriscs by fostering and building on the semi-rural assets that currently exist. Self-storage facilies are typical uses found in semi-rural landscapes, although they are generally unaracve and detract from the aesthec of an area. The IVOD’s architectural design standards and requirements would provide an opportunity for the proposed Ithaca Self-Storage project to show sensivity to the surrounding natural area, with elements that would beare in context with the semi-rural character of Elmira Road. To that end, the self-storage structures in the IVOD may be more aracve than typical self-storage buildings. 2. Will the proposed acon result in a change in the use or the intensity of the use of land? Small impact may occur. This property has been vacant for many decades. Developing the property at all will change the use and the intensity of the use of land. It is a highly disturbed site, due to the NYS DOT projects menoned above. Addionally, the property contains a NYS DOT right-of-way with steep slopes that would create a challenge for most types of development. There was a proposal for a self- 4 storage facility on the property in 2010, but the applicant only appeared before the Planning Board for a sketch plan review and never returned for approval. The IVOD provisions allow many types of uses for this property that would change the use and intensity of the use of the land, e.g., bed and breakfasts, hotels, veterinary clinics, day care centers, health/ﬁtness uses, restaurants, professional oﬃces, retail and commercial uses, small light industrial uses, cultural facilies, etc. The proposed Ithaca Self-Storage project is a less intense use of land than other permied uses. 3. Will the proposed acon impair the character or quality of the exisng community? Small impact may occur. The Elmira Road corridor has a very diverse community character. The IVOD provisions are speciﬁcally designed to create an aracve and appealing character for the corridor that is safe and inving to residents and visitors. Some porons of the IVOD design standards are required and some are strongly encouraged (“must” versus “should”). If the Zoning Board grants the use variance, the board could consider condioning the approval on requiring the project to comply with all IVOD’s Design Standards and Guidelines (§270-171.6), regardless of whether they are required or encouraged. The Zoning Board granted the use variance for the project, and the applicant has complied as closely as possible with the IVOD design standards. The proposed building designs are signiﬁcantly diﬀerent than typical self-storage structures, and This would ensure that the Ithaca Self-Storage facility will enhance the character of the community and comply with the design aesthec intended for the Inlet Valley Corridor. The project includes a landscaping plan that contains a mix of deciduous and coniferous trees and shrubs. The proposed planngs will serve to buﬀer the aesthec impact of Buildings 1, 2, and 6 from the public view. There are also planngs proposed along the Elmira Road frontage of the parking lot, serving as an addional aesthec buﬀer. The plan complies with the IVOD landscaping provisions. In terms of site lighng, the project includes two site light poles, along with 49 wall pack lights. The light poles are 18 feet tall, with one located at the Elmira Road entrance and the other located along northeastern corner of the property. The proposed poles comply with all Town Code provisions, including shielding, and are proposed to be 3000K LED color temperature (according to drawing C105 and the lighng speciﬁcaon sheets provided in the applicaon materials). The wall pack lights are proposed for the buildings themselves; and there are two manufacturers listed on the plans. The Amon wall pack light speciﬁcaon sheets do not specify a color temperature, but the lights comply with the IVOD provisions and the provisions of the Town Outdoor Lighng Law. The Lumark wall packs will be 3000K LED color temperature, although it’s unclear from the materials if the lights will have fully shielded cutoﬀs. Staﬀ recommends fully shielded-cutoﬀ wall packs, as they will essenally guarantee that no light polluon or glare will occur with the project. 5. Will the proposed acon result in an adverse change in the exisng level of traﬃc or aﬀect exisng infrastructure for mass transit, biking, or walkway? Small impact may occur. Self-storage facilies typically have much lower traﬃc impacts than other commercial and retail uses. This is primarily because self-storage facilies do not aract exisng traﬃc (e.g., like a fast-food restaurant 5 would) nor are they desnaons for most people (e.g., state park, recreaonal facility). According to the most recent manual of the Instute of Traﬃc Engineering, the project is expected to generate around 38 daily trips total, with 4 trips during the peak AM hour and 7 trips during the peak PM hour. Comparavely, the most recent average daily traﬃc count from the Elmira Road (NYS Route 13)/Five Mile Drive (NYS Route 13A) intersecon to the City of Ithaca line numbered 1,451 cars during the peak PM hour (2020 traﬃc counts from NYS, as reported by the Ithaca-Tompkins County Transportaon Council). Elmira Road receives around 17,000 cars a day on average, so Tthere is no expected change to the exisng level of traﬃc associated with the self-storage project., and t The project will not aﬀect exisng infrastructure for mass transit, biking, or walkways. The proposed use will require another highway curb cut oﬀ NYS Route 13/Elmira Road. The applicant has located the new access as far from the intersecon of NYS Route 13 and NYS Route 13A as safely possible, given the property’s slopes and sight lines from the intersecon. The NYS DOT will need to approve this access locaon, and the Zoning Board and Planning Boards may condion their approvals on the NYS DOT approval. 7. Will the proposed acon impact exisng: a. public/private water supplies? Public water supply will be delivered to the development via a 320 LF 8-inch ducle iron water main extension along Elmira Road. This extension will provide for the installaon of one ﬁre hydrant and associated domesc water service to the facility. Impacts to the West Hill water system will be negligible. b. public/private wastewater treatment ulies? The development proposes the installation of a private onsite wastewater treatment system (OWTS). The installation of an OWTS is permissible only through Town Board exemption, as the applicant is required, by Town Law, to connect to the public sewer system. The installation of an OWTS or connection to the town sewer system will have negligible impacts. 10. Will the proposed acon result in an increase in the potenal for erosion, ﬂooding, or drainage problems? The drawings submied by the applicant for the Zoning Board use variance show a signiﬁcant increase in impervious surfaces associated with the development. Preserving exisng vegetaon where it is more established, especially along the stream bank and slopes, and providing a landscaping plan that contains nave, non-invasive tree and plant species, will reduce the overall impacts of the development. The applicant will beis required to comply with all applicable Town and/or NYS DEC Stormwater Management Regulaons to address water quality and water quanty issues. Regarding Part 1, queson 12b: According to the NYS Oﬃce of Parks, Recreaon and Historic Preservaon Cultural Resources Informaon System program, the property is in an area that could be archaeologically sensive. However, this is a highly disturbed site, due to a 1990’s NYS DOT reconstrucon project. Therefore, any archaeological resources would have been discovered with prior disturbances. 6 Regarding Part 1, queson 13a: As menoned above, there is a stream located adjacent to the property on the north and west sides. Although the stream is piped and culverted on the property, the applicant will be required to comply with the Town of Ithaca Stormwater Management Law and NYS DEC stormwater regulaons to ensure protecon of the stream during and post construcon. There is also a NYS DEC regulated wetland and Tompkins County Unique Natural Area located across NYS Route 13A, approximately 460+/- feet northeast of the property. The wetland and UNA will be unaﬀected by the proposed use. LANDSCAPE & MATERIAL PLAN 602 Elmira road Ithaca, NY Rudra Management Schematic Design November 2023 UP DN N FIRE DEPARTMENT CONNECTION AIR SOURSE HEAT PUMP KEY PAD W/ KEYED ACCESS FOR FIRE DEPARTMENT 6" DIA. x 52" H BOLLARDS (WHITE) TYP. ALL BUILDING CORNERS 3' METAL VERTICAL PIVOT GATE (BLACK) BICYCLE PARKING 3' WOOD FENCE (WARM CEDAR) EV PARKING 3' WOOD FENCE (WARM CEDAR) 3' WOOD FENCE (WARM CEDAR) AIR SOURSE HEAT PUMP EV PARKING LOADING LOADING LOADING FIRE APPARATUS ACCESS ROAD TURNAROUND EXIT ENTE R EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN AR JC JC JC JC JC JC JC JC JC JC JC JC CA CA CA CA CA CA CA CA GT GT GT AR AR AR AR E L M I R A R O A D 5 MILE DRIV E GT SOLAR PANELS SOLAR PANELS BUILDING 1 BUI L D I N G 6 BUILDING 4 BUILDING 5 BU I L D I N G 3 BU I L D I N G 2 LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6. 2. THE CONTRACTOR SHALL SUPPLY PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN. ANY DISCREPANCIES BETWEEN QUANTITIES SHOWN ON THE PLANT SCHEDULE AND THOSE REQUIRED BY THE CONTRACT DRAWINGS SHALL NOT ENTITLE THE CONTRACTOR TO ADDITIONAL REMUNERATION. 3. THE CONTRACTOR SHALL VERIFY AND VISUALLY INSPECT FINAL SELECTION OF PLANT MATERIALS WITH THE OWNER PRIOR TO INSTALLATION. 4. ALL PLANTING LOCATIONS SHALL BE STAKED OUT AND APPROVED IN THE FIELD BY THE OWNER PRIOR TO INSTALLATION. 5. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR MECHANICAL DAMAGE. THE OWNER RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. 6. CONTRACTOR MAY SUBSTITUTE ANY OF THE PLANTINGS LISTED IN THE PLANT SCHEDULE DUE TO AVAILABILITY WITH APPROVAL BY THE OWNER PRIOR TO INSTALLATION. 7. EXISTING VEGETATION SHALL REMAIN UNDISTURBED IN ALL AREAS WHICH ARE NOT PART OF THE PROPOSED PROJECT. 8. GUARANTEE: A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: 1) GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2) REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; 3) REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO THE OWNER. B. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER THE BEGINNING OF THE GUARANTEE PERIOD SHALL NOT EXTEND THE GUARANTEE PERIOD OF THESE PARTICULAR PLANTS. THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE GUARANTEE PERIOD SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF PLACEMENT. 8. MULCH: PROVIDE MINIMUM 3" THICK LAYER OF BROWN SHREDDED BARK MULCH. MULCH SHALL BE USED ONLY AS TREE COLLARS AND IN PLANTING BEDS. 9. PRE-EMERGENT: 1) APPLY TO MULCH IN PLANTING AREAS TO PROHIBIT WEED GROWTH. IF WEEDS APPEAR IN TREATED AREAS DURING THE FIRST YEAR, LANDSCAPER SHALL RETURN TO REMOVE ALL WEEDS AT NO ADDITIONAL COST. 2) PROVIDE A MIXTURE WITH ACTIVE INGREDIENTS CONSISTING OF "A-A-A-TRIFLUORO-2, 6-DINITRO-N, N-DIPROPYL-P-TOLUIDINE" (1.75% OF TOTAL MIXTURE) AND INACTIVE INGREDIENTS (98.25% OF TOTAL MIXTURE). MANUFACTURER: "GREEN GOLD" BY LEBANON CHEMICAL CORP. OR EQUAL. 10. WEED BARRIER FABRIC: 1) APPLY TO PLANTING BEDS BELOW MULCH. 2) PROVIDE BLACK POLYPROPYLENE SHEET 27 MILS THICK, 4 OZ./SQ. YD., GRAB TENSILE STRENGTH PER ASTM D-4632; 90LB (MACHINE DIRECTION) 50 LBS. (CROSS MACHINE DIRECTION). PROVIDE DEWITT "WEED BARRIER" OR APPROVAL EQUAL. DO NOT INSTALL WITHIN THE BIORETENTION AREA. 11. WATER ALL PLANTINGS THOROUGHLY IMMEDIATELY AFTER PLANTING AND THEN REGULARLY TO MAINTAIN PLANT HEALTH AND GROWTH. TOPSOIL NOTES 1. ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PLANTED, MULCHED, PAVED, ETC. SHALL BE TOPSOILED AND SEEDED. TOPSOIL TO BE INSTALLED TO A MINIMUM 3" DEPTH IN AREAS OF SEED. SEED SHALL BE FRESH, CLEAN, NEW-CROP SEED MIXED IN WITH SPECIES AND VARIETY CONFORMING TO FEDERAL AND STATE STANDARDS. 2. PROVIDE AND INSTALL A MULCH ADEQUATE TO PROTECT THE SEEDING DURING ITS GROWING PERIOD. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE APPROPRIATE MULCHING TECHNIQUES FOR THE PARTICULAR SITE CONDITIONS AND ACQUIRE APPROVAL OF THE SAME FROM THE OWNER. 3. TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE, NATURAL LOAM FREE OF SUBSOIL, CLAY LUMPS, BRUSH, TWIGS, ENVIRONMENTAL CONTAMINANTS, STONES OR OTHER DELETERIOUS MATERIALS LARGER THAN 2" IN GREATEST DIMENSION. 4. PROPOSED TOPSOIL SHALL BE TESTED BY INDEPENDENT TESTING FACILITY WITH TEST RESULTS SUBMITTED TO THE ENGINEER FOR APPROVAL. CONTRACTOR SHALL PAY FOR ALL TESTING. ACCEPTANCE OF TOPSOIL SHALL BE BASED UPON TEST RESULTS. ONE TEST SHALL BE PERFORMED PER 100 C.Y. OF TOPSOIL. SIEVE PERCENT PASSING 1/4" 65-100 1" 85-100 NO. 200 20-60 5. NATURAL TOPSOIL MAY BE AMENDED WITH APPROVED MATERIALS, BY APPROVED METHODS, TO MEET THE ABOVE SPECIFICATIONS. SEEDING NOTES 1. ALL AREAS TO BE SEEDED SHALL BE SOWN WITH THE FOLLOWING SEEDING MIX: 30% NASSAU KENTUCKY BLUEGRASS, 25% BELMONT KENTUCKY BLUEGRASS , 25% KENTUCKY BLUEGRASS , 20% FINE TEXTURE RYE 2. WEED SEED CONTENT SHALL NOT EXCEED 0.25%. 3. THE SEED MIXTURE SHALL BE DISTRIBUTED BY MEANS OF HYDRO-SEEDING. 4. THE FERTILIZER SHALL BE 5-10-5 COMMERCIAL GRADE FERTILIZER APPLIED AT THE MANUFACTURER'S RECOMMENDED APPLICATION RATE. 5. SEEDING APPLICATION RATE SHALL BE 5 LBS PER 1,000 SQ. FT. 6. WATER THOROUGHLY IMMEDIATELY AFTER SEEDING AND THEN REGULARLY TO MAINTAIN PLANT HEALTH AND GROWTH. STONE MULCH & BOULDERS STONE MULCH 1. ALL STONE AREAS WHERE SHOWN ON THE PLAN. 2. 4" DEPTH MIX OF #2 AND #3 ROUNDED WASHED STONE. 3. FINISHED GRADE TO BE FLUSH WITH ADJACENT LAWN, PLANT BED OR PAVEMENT. BOULDERS 1. ALL BOULDERS WHERE SHOWN ON THE PLAN. 2. LARGE BOULDERS TO BE APPROX. 3 FEET BY 4 FEET. SMALL BOULDER GROUPINGS TO VARY IN SIZE FROM 12 INCHES TO 24 INCHES. SCALE: 1" = 20' 0 10'20'40' BUILDING 1 & 6 - EXTERIOR ELEVATIONS & FLOOR PLAN 602 Elmira road Ithaca, NY Rudra Management Schematic Design November 2023 ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 10 ' - 0 " 11 ' - 0 " 21 ' - 0 " 18" BACKLIT LETTERS (26 SF)DARK SKY COMPLIANT DOWNWARD LIGHTING 3A 43A 6 2 3 313BFDC ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 4 1 3FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 4 1 3FALSE WINDOWS , TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM 7 ±0" 1 First Floor +10'-0" 2 T.O.W. +21'-0" 3 T.O.R. 1 FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & 3 TRIM 2 140'-0" 5' - 0 " 110'-0"30'-0" 40 ' - 0 " 5' - 0 " 35 ' - 0 " 55'-0"55'-0"30'-0" HVAC STORAGE TOILET OFFICE/ LOBBY ENTE R LOADING SCALE: 1/8" = 1'-0"1 BUILDING 1 - SOUTH ELEVATION SCALE: 1/8" = 1'-0"2 BUILDING 1 - NORTH ELEVATION SCALE: 1/8" = 1'-0"3 BUILDING 1 - WEST ELEVATION SCALE: 1/8" = 1'-0"4 BUILDING 1 - EAST ELEVATION SCALE: 1/8" = 1'-0"5 BUILDING 1 - FLOOR PLAN MATERIAL 1 MATERIAL 2 MATERIAL 3 MATERIAL 3A MATERIAL 3B MATERIAL 4 MATERIAL 5 MATERIAL 5A MATERIAL 6 MATERIAL 7 STONE VENEER CLAPBOARD (FIBER CEMENT) TRIM (COMPOSITE) TRIM (COMPOSITE) FENCE (SYNTHETIC WOOD) METAL ROOF (STANDING SEAM) GARAGE DOORS (CORRUGATED METAL) GARAGE DOORS (CORRUGATED METAL) WINDOWS (ALUMINUM) DOORS (STEEL) DESERT SUNRISE "EARTH TONES" PEARL GRAY CRISP WHITE COPPER PENNY WARM CEDAR ASH GRAY SHALE (TO MATCH SIDING) ROYAL BLUE (INTERIOR ONLY) CRISP WHITE CRISP WHITE ID CLADDING MATERIAL COLOR *ALL CLADDING MATERIALS TO BE MATTE OR NON-REFLECTIVE FINISH MATERIAL KEY: BUILDING 2, 3, 4 & 5 - EXTERIOR ELEVATIONS 602 Elmira road Ithaca, NY Rudra Management Schematic Design November 2023 6' - 0 " 9' - 0 " 15 ' - 0 " 4 2 3 5 3 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 4 3 3FALSE WINDOWS, TYPICAL. W/ GRAY FIBERCEMNT PANEL & #3 TRIM 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 1 4 2 0' 1 First Floor 9'-0" 2 T.O.W. 15'-0" 3 T.O.R 80'-0" 20 ' - 0 " 30'-0"80'-0" 110'-0" 5' - 0 " 25 ' - 0 " 9' - 0 " 8' - 6 " 17 ' - 6 " 4 3 5 2 SOLAR PANELS 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R 4 3 5 2 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R 4 3 2 0' 1 First Floor 9'-0" 2 T.O.W. 17'-6" 3 T.O.R SCALE: 1/8" = 1'-0"2 BUILDING 2 & 3 - EAST ELEVATION SCALE: 1/8" = 1'-0"3 BUILDING 2 & 3 - WEST ELEVATION SCALE: 1/8" = 1'-0"4 BUILDING 2 & 3 - NORTH & SOUTH ELEVATION SCALE: 1/8" = 1'-0"1 BUILDING 2 & 3 - FLOOR PLAN SCALE: 1/8" = 1'-0"5 BUILDING 3 & 4 - FLOOR PLAN SCALE: 1/8" = 1'-0"6 BUILDING 3 & 4 - SOUTH ELEVATION SCALE: 1/8" = 1'-0"7 BUILDING 3 & 4 - NORTH ELEVATION SCALE: 1/8" = 1'-0"8 BUILDING 3 & 4 - EAST & WEST ELEVATION MATERIAL 1 MATERIAL 2 MATERIAL 3 MATERIAL 3A MATERIAL 3B MATERIAL 4 MATERIAL 5 MATERIAL 5A MATERIAL 6 MATERIAL 7 STONE VENEER CLAPBOARD (FIBER CEMENT) TRIM (COMPOSITE) TRIM (COMPOSITE) FENCE (SYNTHETIC WOOD) METAL ROOF (STANDING SEAM) GARAGE DOORS (CORRUGATED METAL) GARAGE DOORS (CORRUGATED METAL) WINDOWS (ALUMINUM) DOORS (STEEL) DESERT SUNRISE "EARTH TONES" PEARL GRAY CRISP WHITE COPPER PENNY WARM CEDAR ASH GRAY SHALE (TO MATCH SIDING) ROYAL BLUE (INTERIOR ONLY) CRISP WHITE CRISP WHITE ID CLADDING MATERIAL COLOR *ALL CLADDING MATERIALS TO BE MATTE OR NON-REFLECTIVE FINISH MATERIAL KEY: RUDRA MANAGEMENT 602 ELMIRA ROAD TOWN OF ITHACA TOMPKINS COUNTY REVISED DECEMBER 8, 2023 MBL ENGINEERING, PLLC 16510 BALCH PLACE MANNSVILLE, NY 13661 CONTRACT DRAWINGS PROJECT LOCATION ITHACA SELF STORAGE 325 UP DN EXIT ENTER ≥ ≥ ≥ ≥ SITE OWNER RUDRA MANAGEMENT 51 ANDERSON RD BUFFALO, NY 14225 PLAN NOTES: 1. STREAM SETBACKS FROM FULL BANK. 2. PROPERTY IS SUBJECT TO TOWN OF ITHACA ZONING PROVISIONS REGARDING STREAM SETBACKS. UP DN EXIT ENTER 3+15 2+00 3+00 UP DN EXIT ENTER UP DN EXIT ENTER 3+15 2+00 3+00 0+00 1+00 GATE DRY S W A L E # 2 DR Y S W A L E # 1 UP DN EXIT ENTER WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 13 WLA MH: 13 WLA MH: 13 WLB MH: 7.5WLB MH: 7.5 LA-SLII-HS MH: 18 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLC MH: 12 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 LA-VW MH: 18 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.5 0.7 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.4 0.2 0.4 0.7 0.9 1.0 1.6 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.7 0.2 0.2 0.4 0.9 1.2 1.5 1.6 1.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 0.6 0.2 0.2 0.3 0.4 0.8 1.2 1.4 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.2 0.3 1.7 1.9 0.6 0.6 0.9 1.0 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.7 0.5 1.5 1.2 10.4 1.7 0.7 0.4 0.6 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.7 1.2 3.7 10.0 2.0 0.5 0.4 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 1.9 2.3 2.0 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.9 1.7 10.9 2.5 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 1.1 3.4 7.9 11.4 2.4 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.8 1.2 1.9 0.8 0.5 7.4 2.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.9 0.8 0.8 0.8 1.8 6.5 4.4 0.9 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.9 2.8 2.6 1.8 6.4 3.9 2.8 0.8 12.4 1.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.8 3.6 1.7 2.7 1.6 2.5 1.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.7 0.6 8.3 3.1 3.3 6.2 1.4 2.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.7 1.5 7.9 5.5 4.1 1.2 1.4 2.9 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.5 1.2 1.2 2.0 1.6 2.5 7.3 2.4 0.9 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.4 0.2 0.4 1.7 6.5 0.0 5.5 3.9 1.8 1.0 0.5 0.6 1.1 1.2 0.5 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.4 0.1 0.3 0.6 1.2 1.5 7.2 0.9 0.8 1.0 1.9 3.5 0.0 3.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.3 0.7 0.8 1.3 2.2 2.5 1.4 0.4 5.9 1.3 1.6 5.2 7.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 4.0 7.0 1.4 1.8 0.9 0.4 3.3 1.0 1.5 5.6 1.3 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 2.0 7.8 2.6 0.4 0.6 0.7 0.5 0.7 1.1 8.5 1.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 0.2 0.1 0.7 0.5 0.6 1.6 2.4 1.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.3 4.6 1.0 0.1 0.9 1.5 0.9 2.8 8.6 3.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.2 7.4 7.2 1.3 1.4 1.8 11.0 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.4 1.1 2.3 0.9 0.8 1.2 11.3 1.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 2.8 3.8 1.0 3.4 1.2 4.3 7.7 1.6 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 1.3 4.9 0.9 2.3 1.8 0.9 2.8 2.8 3.2 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.4 0.3 0.4 0.5 0.8 0.7 3.3 0.7 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 1.0 2.9 11.4 0.9 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 6.8 4.6 1.6 3.7 0.9 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 1.6 0.5 2.0 2.8 1.4 0.8 0.7 0.7 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.8 0.7 0.6 0.7 0.8 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1 0.01 Luminaire Schedule Symbol Qty Label Arrangement Lum Lumens Arrgmt Lum Lumens Lum Watts Arrgmt Watts Total Watts LLD LDD BF LLF BUG Rating Description MH 1 LA-SLII-HS Single 3754 3754 34 34 34 0.950 0.950 1.000 0.903 B1-U0-G1 GPC-SA1A-730-U-SL2-HSS 18 1 LA-VW Single 4775 4775 34 34 34 0.950 0.950 1.000 0.903 B3-U0-G1 GPC-SA1A-730-U-5WQ 18 15 WLA Single 1786 1786 28 28 420 0.950 0.950 1.000 0.903 B1-U0-G0 AMON WALL-840-070253 7, 13 25 WLB Single 1526 1526 13.5 13.5 337.5 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS1A-W 7.5 9 WLC Single 2164 2164 20.7 20.7 186.3 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS2A-W 9, 12 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Object_11_Planar Illuminance Fc 0.41 12.4 0.0 N.A.N.A. EXIT ELMIRA ROAD (NYS ROUTE 13/34/96) 33 ' R CONCRETE GUTTER PROPOSED ASPHALT PAVEMENT, SEE DETAIL 'B', THIS SHEET NYSDOT R.O.W. / PROPERTY LINE ℄ PROPOSED UNDERGROUND ELECTRIC 30.0' 33 ' R 39.8' 20 . 7 ' 446 445 44 4 444 443 442 441 440 443 442 NYSDOT R.O.W. / PROPERTY LINE PROPOSED COMMUNICATION LINE "DEER CROSSING NEXT 1 MILE" SIGN EX. UP L393 9 EX. UP 77782 1 "MERGING TRAFFIC" SIGN EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC PROPOSED HYDRANT PROPOSED END CAP PROPOSED 8" DI CL 52 WATER LINE E.O.L. E.O.L. 11 . 0 ' 15 . 1 ' (V A R I E S ) 7. 5 ' (V A R I E S ) TOPSOIL & SEED WITHIN R.O.W. PER NYSDOT SECTION 610.1402 & 610.1601 (TYP. BOTH SIDES) CONCRETE GUTTER DRIVEWAY OFFSET LINE 44 6 44 5 44 4 44 6 445 DRY S W A L E # 2 E.O.L. E.O.S.E.O.S. 11 . 0 ' 4. 8 ' (V A R I E S ) 21 . 0 ' (V A R I E S ) CONCRETE GUTTER TO REMAIN SAWCUT TO PROVIDE NEAT EDGE PROPOSED HEAVY DUTY SHOULDER, SEE DETAIL 'A', THIS SHEET 10.0'50.0' 3. 0 ' 6. 4 ' (V A R I E S ) NYSDOT STANDARD GENERAL PLAN NOTES 1. THE ROADWAY SHALL BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. 2. ROADSIDE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. 3. MATERIALS, EQUIPMENT AND VEHICLES SHALL NOT BE STORED OR PARKED WITHIN THE NEW YORK STATE RIGHT-OF-WAY. 4. WORK ZONE TRAFFIC CONTROL SHALL COMPLY WITH THE 2009 EDITION OF THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE NEW YORK STATE SUPPLEMENT, AND SHALL BE IN ACCORDANCE WITH THE NYSDOT CONTRACT OR HIGHWAY WORK PERMIT DOCUMENTS AND AS DEEMED NECESSARY BY THE NYS ENGINEER IN CHARGE. 5. NOTIFY NEW YORK STATE DEPARTMENT OF TRANSPORTATION RESIDENT ENGINEER AT THE APPLICABLE RESIDENCY, THREE WORKING DAYS PRIOR TO WORKING IN THE STATE RIGHT-OF-WAY. ONONDAGA EAST ONONDAGA WEST CORTLAND/TOMPKINS OSWEGO CAYUGA/SENECA (315) 458-1910 (315) 672-8151 (315) 756-7072 (315) 963-3730 (315) 539-3112 6. NOTIFY DIG SAFELY NEW YORK THREE WORKING DAYS PRIOR TO DIGGING, DRILLING OR BLASTING AT 1-800-962-7962, FOR A UTILITY STAKE-OUT. 7. ALL WORK CONTEMPLATED AND MATERIALS USED WITHIN THE NYS RIGHT-OF-WAY SHALL BE COVERED BY AND IN CONFORMITY WITH THE NYS DEPARTMENT OF TRANSPORTATION MAY 1, 2008 SPECIFICATIONS BOOK AND ANY SUBSEQUENT ADDENDA ALONG WITH ANY APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION STANDARD SHEETS, EXCEPT AS MODIFIED IN THESE PLANS AND IN THE ITEMIZED PROPOSAL. METRIC UNITS MAY BE CONVERTED TO ENGLISH. 8. QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 402 OF THE STANDARD SPECIFICATIONS. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED DEPTHS. 9. NO NIGHT WORK WILL BE ALLOWED UNLESS PRIOR APPROVAL IS GIVEN BY THE DEPARTMENT. ADDITIONAL MAINTENANCE AND PROTECTION OF TRAFFIC WILL BE REQUIRED INCLUDING THE ADDITION OF REFLECTIVE MATERIALS AND LIGHTING. 10. HAZARDOUS WASTE NOTIFICATION - THE PERMITTEE ACCEPTS THE RIGHT-OF-WAY OF THE STATE HIGHWAY IN ITS' AS IS CONDITION. THE DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO THE ABSENCE OF UNDERGROUND TANKS, STRUCTURES, FEATURES OR SIMILAR IMPEDIMENTS TO THE COMPLETION OF THE WORK PERMITTED HEREUNDER. SHOULD PERMITTEE FIND SOME PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION SHALL HAVE NO OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE DEAL WITH SUCH PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS. THE DEPARTMENT WILL PERMIT THE PERMITTEE TO REMOVE, MODIFY OR OTHERWISE DEAL WITH SUCH UNDERGROUND TANKS, STRUCTURE FEATURE OR IMPEDIMENT IF SUCH IS DONE IN A MANNER WHICH MEETS ACCEPTABLE ENGINEERING PRACTICE AND IS PRE-APPROVED BY THE DEPARTMENT OF TRANSPORTATION. SHOULD PERMITTEE DETERMINE THAT SUCH UNFORESEEN UNDERGROUND IMPEDIMENT RENDERS PERMITTEE=S WORK AS AUTHORIZED BY THIS PERMIT UNFEASIBLE, PERMITTEE SHALL HAVE THE OPTION OF RESTORING THE HIGHWAY TO ITS ORIGINAL CONDITION AND NOT PERFORMING SUCH WORK. 11. OPEN CUTTING OF THE ROADWAY SHALL NOT BE ALLOWED UNLESS PERMISSION IS GRANTED IN WRITING, BY THE REGIONAL TRAFFIC ENGINEER. NOT TO SCALE NYSDOT ASPHALT CONCRETE PAVEMENT SECTIONB PAVEMENT SECTION NOTES: 1. ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2. TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 407.0102 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. SPECIAL NOTE PG BINDER AND MIX DESIGN LEVEL REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 404 ASPHALT PAVEMENT ITEMS IN THIS SUBMITTAL. PG BINDER USE A PG 64S-22 (STANDARD) MEETING THE REQUIREMENTS OF AASHTO M 332, STANDARD SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS CREEP RECOVERY (MSCR), FOR THE PRODUCTION OF ASPHALT MIXTURES FOR THIS PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. WHEN TERMINAL BLEND CRM PG BINDER IS USED, THE FOLLOWING SHALL APPLY: • CRUMB RUBBER PARTICLES SHALL BE FINER THAN #30 SIEVE SIZE. • THE CRM PG BINDER SHALL BE STORAGE-STABLE AND HOMOGENEOUS. • THE DYNAMIC SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-MM GAP. • THE CRM PG BINDER SHALL BE 99% FREE OF PARTICLES RETAINED ON THE 600 ΜM SIEVE AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. USE OF POLYPHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS PROHIBITED FOR MIXTURES UNDER THIS CONTRACT. THIS PROHIBITION ALSO APPLIES TO THE USE OF PPA AS A CROSS-LINKING AGENT FOR POLYMER MODIFICATION. MIX DESIGN THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORDANCE WITH THE CRITERIA SPECIFIED IN THE ASPHALT PAVEMENT ITEMS THAT ARE APPROPRIATE FOR THE MIXTURE DESIGN LEVEL OF 50 GYRATIONS. NOTE: THE PG BINDER FOR THIS PROJECT MAY BE MODIFIED WITH CRM ADDITIVES TO MEET THE REQUIREMENTS STATED ABOVE. HANDLING OF THE ASPHALT MIXTURE SHALL BE DISCUSSED AT PRE-CONSTRUCTION AND PRE-PAVING MEETINGS. 1.5" TOP COURSE: NYSDOT ITEM 404.098301 - 9.5 F3 ASPHALT COURSE, 80 SERIES COMPACTION 2.5" BINDER COURSE: NYSDOT ITEM 404.198901 - 19 F9 ASPHALT COURSE, 80 SERIES COMPACTION 8" MIN. COMPACTED SUBBASE COURSE NYSDOT ITEM 304.15 SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL NYSDOT ITEM 207.21 12 " ED G E O F S H O U L D E R 6" NYSDOT ITEM NO. 404.258901 F9 BASE COURSE, 80 SERIES COMPACTION PLACED IN TWO LIFTS 2.0" NYSDOT ITEM NO. 404.198901 - 19 F9 BINDER COURSE, 80 SERIES COMPACTION 1.5" NYSDOT ITEM NO. 404.098301 - 9.5 F3 TOP COURSE, 80 SERIES COMPACTION 12" MIN. NYSDOT ITEM NO. 304.15 TYPE 4 SUBBASE RESTORE WHITE EDGE LINE WITH 4" WHITE EPOXY 685.11 ITEM 407.0102 TACK COAT BETWEEN COURSES ITEM 407.0102 TACK COAT VERTICAL EDGES MIRAFI 600X OR EQUAL NYSDOT 207.21 NOT TO SCALE NYSDOT HEAVY DUTY SHOULDER DETAILA PAVEMENT SECTION NOTES: 1. ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2. TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL HMA LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 418.7603 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. 3. PROVIDE ASPHALT JOINT SEALANT (ITEM NO. 418.7603) BETWEEN THE EXISTING AND PROPOSED ASPHALT. 430 440 450 430 440 450 0+00 1+00 2+00 3+00 3+15 A C-501 A C-501 NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. RESERVED PARKING 3' - 0 " 3' - 0 " 2' - 0 " M I N . 3' - 0 " 1' - 6 " 6" 1'-6" MUTCD #P4-6C BLUE & GREEN ON WHITE (SINGLE & BACK-TO-BACK ARRANGEMENTS) 2" DIA. ROUND OR SQUARE GALVANIZED STEEL POST 6" SCHEDULE 40 STEEL PIPE FILL W/ CONCRETE ROUND TOP PAINTED YELLOW ONE WRAP OF #30 ROOFING FELT PAVEMENT SURFACE GRANULAR SUBBASE SUBGRADE 3000 PSI CONCRETE NOT TO SCALE RESERVED PARKING SIGN IN PARKING LOT/DRIVED NOT TO SCALE ASPHALT CONCRETE PAVEMENT DETAILA 12 " 1-1/2" HOT MIX ASPHALT; TOP COURSE NYSDOT ITEM 403.178202M-TYPE 6F2 3" HOT MIX ASPHALT; BINDER COURSE NYSDOT ITEM 403.138902M-TYPE 3 COMPACTED SUBBASE COURSE NYSDOT ITEM 304.12 - TYPE 2 (2 LIFTS) SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL 18' (TYP.) 24' (VARIES) SEE SITE PLAN18' (TYP.) 60' 9' (T Y P . ) 9' - 0 " 9' - 0 " 9' - 0 " 3'-0" O.C. (TYP.) 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 REFLECTORIZED PAVEMENT SYMBOL - BLUE NYSDOT ITEM 685.14 12" WIDE SOLID YELLOW REFLECTORIZED PAVEMENT STRIPES (TYP.) NYSDOT ITEM 685.12 NOTE: 1. PAVEMENT MARKINGS SHALL BE EPOXY REFLECTORIZED AS SPECIFIED IN THE NYSDOT STANDARD SPECIFICATIONS SECTION 685, AND IN CONFORMANCE WITH THE MUTCD. HANDICAP PARKING SPACE STRIPING TYPICAL PARKING SPACE STRIPING HANDICAP PARKING SIGN (TYP.) NO PARKING SIGN NOT TO SCALE STRIPING DETAILSC NOT TO SCALE TYPICAL SIDEWALK DETAILB CONCRETE SIDEWALK WIDTH VARIES SEE SITE PLANS 6" 6" FINISHED GRADE COMPACTED SUBGRADE COMPACTED SUBBASE WELDED WIRE FABRIC 4"x4" MESHNOTES: 1. CONCRETE SHALL BE 4000 P.S.I. (MIN.) AIR ENTRAINED CONCRETE. 2. FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED EVERY 25', AND MARKED JOINTS SHALL BE AT 5' SPACING AND FORMED BY A GROOVING TOOL. 3. ALL EXPANSION JOINTS SHALL BE FILLED WITH BITUMINOUS FILLER MATERIAL. 4. CONCRETE SURFACE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. 5. MATERIALS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 608. SLOPE 1/4" PER FT. AWAY FROM BUILDING SEWER MAIN WATER MAIN 5' MIN.5' MIN. WATER 5' MIN.5' MIN. 6" EXISTING GRADE HORIZONTAL VERTICAL WATER SEWER 10 ' M I N . SECTION 6"6" C-502 A C-502 A NOTE: 1. IF DISTANCE FROM WATER MAIN TO SEWER JOINT IS LESS THAN 5' MIN., THEN ALL SEWER JOINTS WITHIN 10' SHALL BE ENCASED IN CONCRETE. (CONCRETE SHALL BE INSTALLED TO NEXT BELL OR COLLAR BEYOND THE 5' MIN.) NOTE: 1. A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE MAINTAINED BETWEEN WATER MAINS AND ALL STORM AND SANITARY SEWERS. ANY DEVIATION OF THE MINIMUM 10' HORIZONTAL SEPARATION SHALL BE APPROVED BY THE REVIEWING AGENCY PRIOR TO CONSTRUCTION. PIPE JOINTS SHALL BE ENCASED IN CONCRETE AT THIS LOCATION. LENGTH OF ENCASEMENT SHALL BE 2' AT EACH JOINT. 6" PER MANFACTURER D FINISHED GRADE TRENCH EXCAVATION SIDE SLOPE PER OSHA REQUIREMENTS COMPACTED TO 95% PIPE EMBEDMENT 12" TYP. 4" TOPSOIL & SEED DE P T H V A R I E S (W A T E R - M I N . 5 ' - 0 " ) 12 " 6" 12" LAWN AREA PAVED AREA PAVEMENT SECTION SEE DETAIL NOTE: 1. CONTRACTOR SHALL RESTORE UNIMPROVED SURFACES WITH TOPSOIL AND SEED. 2'-6" 1' - 6 " (M I N . ) AS R E Q U I R E D 2' - 0 " (M A X . ) NOTE: 1. DO NOT BLOCK HYDRANT DRAIN PORT WITH CONCRETE. 2. HYDRANT SHALL BE KENNEDY K81. 3. HYDRANT SHALL HAVE 4' HIGH REFLECTIVE FIBERGLASS MARKER BOLTED TO HYDRANT FLANGE. 4. IF HIGH GROUNDWATER EXISTS, CONTRACTOR SHALL PLUG WEEP HOLES AND NOTE ON HYDRANT. HYDRANT UNDISTURBED EARTH 3000 PSI CONCRETE 0.5 CUBIC YARD GRANULAR STONE 3000 PSI CONCRETE GATE VALVE ADJUSTABLE VALVE BOX 4" OF 3000 PSI CONCRETE FINISHED GRADE UNDISTURBED EARTH HARNESSED JOINTS (TYP.) 1'-6" (SQUARE) FINAL GRADE 5' - 0 " M I N . C O V E R 3'-0" MIN. 2' - 0 " VALVE BOX COVER SHALL BE LABELED "WATER" TWO OR THREE PIECE CAST IRON VALVE BOX 4" GATE VALVE MECHANICAL JOINT RESTRAINED ADAPTER (TYP.) WATER MAIN VIEW ROTATED FOR CLARITY #4 STEEL REBAR ANCHOR ROD (TYP.) BEND AS REQ'D 3000 PSI CONCRETE ANCHOR BLOCK 3'-0" WIDE SELECT GRANULAR MATERIAL 6" AA C B B 3000 PSI CONCRETE 3000 PSI CONCRETE UNDISTURBED EARTH PIPE SIZE DIMENSION 8" 1'-8" 1'-8" 1'-8" A B C ELEVATIONPLAN PROPOSED 8" WATER MAIN 5" STORZ QUICK CONNECT NOT TO SCALE TAP SLEEVE & VALVE (TS&V) DETAILH NOT TO SCALE TYPICAL THRUST BLOCK FOR TEE, TAP SLEEVE AND VALVE (TS&V)G NOT TO SCALE TYPICAL SEWER & WATER SEPARATION DETAILF NOT TO SCALE TYPICAL UTILITY TRENCH DETAILK NOT TO SCALE VALVE BOX DETAILI NOT TO SCALE TYPICAL HYDRANT INSTALLATION DETAILJ 6" 6" 18 " 4" 4"9"4" 6" O R 1 2 " 6" O R 9 " TOP OF CURB GRADE LINE BOTTOM OF CURB 4,000 P.S.I. AIR-ENTRAINED PORTLAND CEMENT CONCRETE 1 1\2' R ASPHALT FILLER (50-60) NYSDOT ITEM 702 SEE PAVEMENT SECTION THIS SHEET COMPACTED SUBGRADE NYSDOT ITEM 304.15M - OPTIONAL TYPE VERTICAL FACE NOTES: 1. CURB SHALL BE CAST IN PLACE; NYSDOT ITEM 609.04 - TYPE B150. 2. EXPANSION JOINTS SHALL BE OF 1/2" PREMOLDED BITUMINOUS JOINT FILLER PLACED AT 12 FOOT INTERVALS, TO FULL DEPTH OF CURB. UPON REMOVAL OF FORMS AND/OR FINAL FINISHING, ALL CONCRETE TO BE SPRAYED WITH WHITE - PIGMENTIC MEMBRANE CURING COMPOUND. TAPE R E D A T : 4 1 SITE CURB TERMINAL TYPICAL SECTION 1 3 NOT TO SCALE SITE CURBING DETAILSE NOTES: 1. GALVANIZED END SECTION SHALL BE ORDERED ONE SIZE LARGER THAN NOMINAL DIAMETER OF PIPE WHEN ATTACHING TO SICPP. 2. END SECTIONS TO BE INSTALLED ON ALL PROPOSED STORM SEWER INLETS AND OUTLETS. PROPOSED GRADE 3/8" ANCHOR BOLTS THRU TOE PLATE (TYP) SIZE VARIES NOT TO SCALE FLARED END SECTIONA 12 " 12" 3000 PSI CONCRETE 3000 PSI CONCRETE 2"VARIES 8" (MAX.) 2" 4" ℄ CROSS SECTION ELEVATION NOT TO SCALE PEA GRAVEL STRIP DETAILC 1'-6"12" 1' 6" M I N . PEA GRAVEL MIRAFI 600X OR APPROVED EQUALCOMPACTED SUBGRADE COMPACTED SUBBASE MIRAFI 600X OR APPROVED EQUAL 6" TOPSOIL, SEED AND MULCH PROPOSED GRADE SEE GRADING AND DRAINAGE PLANS PAVEMENT SECTION 1' VARIES (L1) L1 A C-503 C-503 A GALVANIZED END SECTION STORM OUTLET EXTEND RIP-RAP TO TOP OF PIPE 6" SELECT GRANULAR MATERIAL RIP-RAP LIGHT, MEDIUM OR HEAVY STONE FILLING FILTER FABRIC MIRAFI 160N OR APPROVED EQUAL NOT TO SCALE RIP-RAP APRON DETAILB W2W1 6" 18 " PIPE SIZE DIMENSION 12"4' 8' 8' W1 W2 L1 3 1 1 3 SECTION PLAN VIEW DRY SWALE TABLE BOTTOM TOP OUTLET WQV DEPTH DS-1 DS-2 441.0439.0 1.5 442.0440.0 1.5 NOT TO SCALE DRY SWALE DETAILE WIDTH 6' 8' 440.5 441.5 COMPACTED SUBGRADE 1 FILTER FABRIC MIRAFI 160N OR EQUAL UNDERDRAIN 4"Ø PERFORATED CORRUGATED POLYETHYLENE TUBING RUN TO DAYLIGHT 8" NYSDOT ITEM 203.07 MATERIAL DESIGNATION 703-0202, MEETING NO. 2 SCREEN-SIZE DESIGNATION 18" MIN. PERMEABLE SOIL MEETING NYSDOT ITEM 208.0103 22 BIORETENTION AND DRY SWALE SOIL 2" 5' CL 4" TOPSOIL, SEED & MULCH NOTE: 1. CLEANOUTS SHALL BE INSTALLED EVERY AT THE START OF EACH RUN PER DETAIL ON THIS SHEET. T.O.B. SPILL WAY ELEV. BOTTOM ELEV. 4 LENGTH 88' 55' NOT TO SCALE INFILTRATION BASIN SECTIOND 100-YEAR WSE WATER QUALITY VOLUME BASIN BOTTOM SEEDED WITH WQ SEED MIX FOREBAY BERM EMERGENCY SPILLWAY OUTLET PIPE 1 4 MIN. SEDIMENT FOREBAY AS REQUIRED TOP OF BERM INLET PIPE (TYP.) DAYLIGHT UNDERDRAIN 4" PERF. HDPE UNDERDRAIN IN STONE DRAINAGE LAYER AT UNDERDRAIN LOCATIONS 6" TOPSOIL WITH 6" DRAINAGE STONE ABOVE AND BELOW 4" UNDERDRAIN 1. 2 ' INFILTRATION BASIN TABLE BOTTOM TOP OUTLET WQV DEPTH INF-1 INF-2 437.0435.0 1.5 433.5432.0 1.0 436.5 433.0 10-YEAR ELEV. 100-YEAR ELEV. 10-YEAR ELEV. 100-YEAR ELEV. 436.27 432.11 436.66 432.56 440.63 440.82 440.86 441.46 4" PERFORATED UNDERDRAIN 6" 6" (TYP) 3'-0" SLOPE 3000 PSI CONCRETE GRADE SLAB VALVE BOX COVER COUNTER SUNK PLUG PVC SCH 40 ELBOW PVC SCH 40 ELBOW PVC ADAPTER 6" LAYER OF NYSDOT ITEM NO. 203.07 SELECT FILL COMPACTED TO 95% DENSITY PROPOSED GRADE #4@6" EACH WAY TOP & BOTTOM 4" SCH 40 PVC CLEANOUT STACK NOT TO SCALE DRY SWALE CLEANOUTJ SET TRENCH 12" MAX. BELOW EXISTING GRADE ” ” “” “” Town of Ithaca 2/16/2024 ZBAU-24-1 Zoning Board of Appeals Use Variance Application Status: Active Submitted On: 1/22/2024 Primary Location 602 Elmira Rd Ithaca, NY 14850 Owner Cedar Rock Inc Anderson Rd 51 Cheektowaga, NY 14225 Applicant Michael Lasell 315-486-0501 mike.lasell@mblengineering.com 16510 Balch Place Mannsville, New York 13661 Internal Only-Review Tax Parcel No. 31.-3-4 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? Yes Type of Variance Use Variance Appearance Date for Variance 2/27/24 ZBAU-24-1 about:srcdoc 1 of 9 2/16/2024, 9:50 AM Varaince Code Language Variance Code Section Internal Tasks to be Completed Meeting Result (First Appearance) – Materials For GML-239 Were Sent 01/23/2024 Public Hearing Notice Was Sent 02/14/2024 Neighbor Notiﬁcation Letters Were Sent 02/19/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members 02/19/2024 Historical Only ZBAU-24-1 Appeal Cedar Rock Inc., Owner of 602 Elmira Rd.; Michael Lasell, Applicant/Agent; is seeking relief from a condition that was established on a previously approved use variance (ZBAU-23-1), which allowed for a 24,700 square foot self- storage facility to be constructed and operated within the Inlet Valley Center overlay zone. The previously approved use variance condition requires that the project comply with the Town of Ithaca Overlay District Design Standards and Guidelines, if there is a deviation from what was approved with the ZBAU-23-1 use variance, where the applicant is requesting to remove or amend the condition to allow for a deviation from the Inlet Vally Overlay District Design Standards and Guidelines to allow for area variances to be considered by the Zoning Board of Appeals, for the project. The current property is located in the Light Industrial Zone district and the Inlet Valley Center overlay zone, Tax Parcel No. 31.-3-4 ZBAU-24-1 about:srcdoc 2 of 9 2/16/2024, 9:50 AM Address aﬃliated with request Status Applicant's Information Applicant is* Engineer Is the primary point of contact for application diﬀerent than the applicant?* No If the applicant is NOT the owner, a letter/email from owner designating the applicant as agent or a copy of the contract with owner's signature will need to be provided. Description Brief Description of Variance Request* Use Variance Criteria Form ILLUSTRATIONS OF FINANCIAL EVIDENCE: - Bill of sale for the property, recent value of property, expenses for maintenance - Leases, rental agreements - Tax bills - Conversion cost (for a permitted use) - Realtor's statement of inability to rent/sell A Use Variance was issued for this property (ZBAU-23-2) but due to a condition of the use variance it is being requested that the condition be removed that required the project to meet all requirements of the overlay district. Some items can not be achieved with this type of use. ZBAU-24-1 about:srcdoc 3 of 9 2/16/2024, 9:50 AM 1. Can the applicant realize a reasonable return, as shown by competent ﬁnancial evidence? (The lack of return must be substantial).* No Proof: ILLUSTRATIONS OF UNIQUENESS: - Topographic or physical features preventing development for permitted use. - Why would it be possible to construct the applicant's proposal and not any of the permitted uses? - Board member observations of the property and surrounding areas. 2. Is the alleged hardship relating to the property unique? (The hardship may not apply to a substantial portion of the zoning district or neighborhood).* Yes Proof: ILLUSTRATIVE NEIGHBORHOOD CHARACTER FACTORS: - Board members’ observations of neighborhood. - Expected eﬀect of proposal on neighborhood, for example, change in parking patterns, noise levels, lighting, traﬃc. 3. Will the requested use variance, if granted, alter the essential character of the neighborhood?* No See previous use variace See previous use variace ZBAU-24-1 about:srcdoc 4 of 9 2/16/2024, 9:50 AM Proof: SELF-CREATED FACTORS: - What were the permitted uses at the time the property was purchased by the applicant? - Were substantial sums spent on remodeling for a use not permitted by zoning? - Was the property received through inheritance, court order, divorce? 4. Has the alleged diﬃculty been self-created?* No Proof: Aﬃdavit The UNDERSIGNED respectfully submit this application requesting an appearance before the Zoning Board of Appeals. By ﬁling this application, I grant permission for members of The Town of Ithaca Zoning Board of Appeals or Town staﬀ to enter my property for any inspection(s) necessary that are in connection with my application. I acknowledge, that completed applications are scheduled on a ﬁrst-come ﬁrst-serve basis and that all documents ideally be submitted forty-ﬁve (45) days advance of the proposed meeting date, together with the required application fee. Failure to do so may result in a delay in my hearing. Digital Signature* Michael B Lasell Jan 22, 2024 See previous use variace See previous use variace ZBAU-24-1 about:srcdoc 5 of 9 2/16/2024, 9:50 AM Date Activity 2/13/2024, 9:52:12 AM Marty Moseley submitted a change request on Record ZBAU-24-1 2/14/2024, 8:49:10 AM C.J. Randall waived approval step Planning Approval (Planning Department) on Record ZBAU-24-1 2/14/2024, 8:51:47 PM Michael Lasell submitted a new version of Record ZBAU-24-1 2/15/2024, 11:20:53 AM Dan Thaete approved approval step Engineering Approval (Engineering Department) on Record ZBAU-24-1 Timeline Label Activated Completed Assignee Due Date Engineering Approval (Engineering Department) 2/12/2024, 3:10:46 PM 2/15/2024, 11:20:53 AM Dan Thaete - Payment 1/23/2024, 1:37:55 PM 1/23/2024, 5:25:51 PM Michael Lasell - Application In-take Review 1/22/2024, 8:09:21 AM 1/23/2024, 1:37:55 PM Lori Kofoid 1/23/2024 GML-239 County Review 1/23/2024, 1:38:10 PM 1/29/2024, 11:20:44 AM Lori Kofoid - Review - Code Enforcement/Zoning Dept. 2/12/2024, 3:10:46 PM 2/12/2024, 3:14:48 PM Marty Moseley - Planning Approval (Planning Department) 2/12/2024, 3:10:46 PM 2/14/2024, 8:49:10 AM C.J. Randall - Notice (Pick-up)1/23/2024, 5:25:51 PM 2/12/2024, 3:10:45 PM Lori Kofoid 2/1/2024 Zoning Board of Appeals Meeting 1/29/2024, 11:21:27 AM - Lori Kofoid - Close & Archive Record - - -- Issuance of Meeting Result - - -- ZBAU-24-1 about:srcdoc 9 of 9 2/16/2024, 9:50 AM  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 1 OF 6 November 14, 2023 Revised - January 16, 2024 Town of Ithaca Planning Department 215 North Tioga Street Ithaca, NY 14850 Re: Project Narrative – Proposed Storage Facility The purpose of this letter is to express Rudra Management’s interest in constructing a self-storage facility on their vacant land, located at 602 Elmira Road, Ithaca, NY (the “Property”).              Project:  Rudra Management proposes the construction of approximately 24,700 square feet of self-storage space, which will be comprised of both traditional drive-up storage units, as well as indoor climate- controlled storage units. The project will be split into two phases. Phase One will entail the construction of climate-controlled and traditional drive-up storage units, and Phase Two will be all climate-controlled. Unit sizes will vary to meet the Community’s needs. The project will utilize the public water system for its fire suppression and bathroom, but will install on site septic for its single use toilet. We anticipate construction to last 6 to 8 months. About Rudra Management:  Rudra Management is a real estate development company that builds, owns and operates 25+ hotels in the Western New York area. At the helm, Jay Patel has extensive experience in development and construction. Once example of their work is The Holiday Inn Express & Suites, 371 Elmira Road, which is located down the road from the Property. The hotel project was considered a “ground-up” construction project that transformed a neglected site into a thriving local business. Rudra Management hopes to continue their successful track record by diversifying their portfolio with a self-storage facility, as their market research has determined a demand in the Ithaca area. Rudra Management has hired Line 42 Architecture to consult and assist with the development process. Having worked together on other successful projects in the past, Rudra Management and Line 42 Architecture bring a collective experience that will ensure this project comes to fruition in a reasonable amount of time. About Line 42 Architecture: Line 42 Architecture, PLLC is a design firm specializing in self-storage and multifamily housing. Joshua Best, AIA, Founding Principal has developed, designed, constructed and operated four other self-storage facilities in the Buffalo, NY area with his company Best Brothers Development, LLC. His most recent ground-up construction was a facility located in Orchard Park, NY, which is similar to Rudra Management’s proposed facility for Ithaca, NY. Best Brothers Development, LLC is a homegrown company that specializes in operating and assisting in commercial real estate development ventures. Their services include site acquisition, architectural design, construction management, technical and operational assistance. Their focus is on multi-family housing, self-storage and hotel development.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 2 OF 6 Use Variance Request: 1. Revise conditions to previously approved use variance with permit number 23-2. The pervious Use Variance had a condition that required the project to meet the Inlet Valley Overlay District. Specific Area Variances are required with the proposed previously approved use within that Overlay District so the condition needs to be removed or revised with variances allowed. Area Variance Request: 1. Entrance off Elmira Road (171.6F(5)(b)) a. This makes the most sense for the project. It was welcomed when we received the use variance and the DOT is in favor of it. We have modified the layout to ensure safety. The site slopes downhill and we are utilizing the existing site topography for our 2nd phase building with a walkout basement. Entering on 5 Mile Drive would not be desirable with our design approach. Additionally, it would be awkward coming around the corner to the intersection and result in more tree clearing and land disturbance. Site distance is not currently met and trees causing the restriction are off property. There is also considering stacking on 5 Mile Drive from the intersection that could cause cars trying to enter the facility to block cars traveling north on Five Mile Drive, see photo below. i. 2. Parking Infront of building (171.6F.(2)(a)) a. This also was shown to the ZBA when approving our use variance. The nature of the storage business is security and this requires keeping traffic out of the secure zone past the gate. Prospective customers typically rent online and are sent a gate code via email or mobile app. Very rarely will a customer utilize the parking and come into the office.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 3 OF 6 3. Fire sprinklers in non-climate-controlled buildings (270-171.4) a. We have designed a fire sprinkler system for our two climate-controlled buildings facing the street (buildings 1 & 6). For the non-climate-controlled buildings (2,3,4 &5) we request a variance from the Ithaca code that is above and beyond NYS code. Our non- climate-controlled buildings will have fire walls per NYS code to minimize fire spread and we plan on exceeding NYS code by installing a fire/smoke alarm system in all buildings on property. Our main security gate will be keyed for fire department access and we have fire apparatus turning maneuverability throughout the property. 4. Glazing SF Added to Primary Building a. We comply with the glazing requirement but need to seek relief from interior elevation requirements as the interior layout does not allow glazing. False windows and doors are being utilized. 5. Stream Setback Variance (219.5D) a. Zone 1 and 2 are defined on the plan from stream bank full elevation. Because of slopes it pushes Zone 1 to 60-feet and therefore Zone 2 has some access road within it on the west side. Because this water on this pavement does not enter into Zone 1 and is collected and conveyed through a stormwater device, the setback is being maintained with flow length. Also, the area is currently cleared and limited grading is required. 6. Principle Structure Public Entrance (Buildings 2-6 - 270-171.6D.(14)) a. A variance is being requested for pedestrian access to each building. The main building where people enter, we have provided pedestrian access, the other buildings do not have main entrances as they are walk up storage facilities. An alternative was looked at to connect the two main front buildings, but this would negatively impact the aesthetics only to meet the main entrance criteria. 7. Principle Structure Sidewalk Connectivity (270-171.6 G.(1)(a)) a. A variance is being requested for sidewalk connectivity from the main street. Per the previous variance there would be no main entrances to provide access too. 8. Principle Structure Facing Main Street (2, 3, and 6 - 270-171.6D.(14)(b)) a. A variance is being requested for the requirement of the principal building facing the major highway. Our second building currently faces 5 Mile Drive as it fits the site better and creates a more aesthetic building mass. 9. Building Setback from adjacent buildings (270-225) a. A variance is being requested for building setbacks between buildings which are required to meet yard setbacks. Being a multiple building facility which the buildings are complimentary to each other and run from the main building with services including offices, bathroom, fire protection, gas and electric this does not apply well to this use.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 4 OF 6 Estimated Trip Generation: ITE Trip Generation – 38 Daily Trips, 4 Peak AM Hour and 7 Peak PM Hour. Estimated Fire Flow Requirements: Fire flow for the heated structures will be Ordinary Hazard Group II and require 250 GPM hose stream and 0.2 GMP/SF for 1500-SF. Each building will require 550-GPM with a total required flow of 1,100 GPM. Provided fire flow at nearest hydrant has been calculated from the provided fire flow from R0440 which had a static PSI at 125 and 1250 GPM at 80 PSI. The hydrant nearest site is 23-feet higher which would have a pressure reduction of approximately 10-psi which still is well within the required fire demands. Energy Code Supplement: Commercial Compliance Summary for Easy Path/ Prescriptive Path Projects must earn at least 12 points Points Pursuing with current design: • Air source heat pump = 4 • Heating systems in heating space = 1 • Efficient building shape = 1 • Right-lighting = 1 • Modest window to wall ratio = 1 • Renewable energy system = 1-6 • Electric vehicle parking space = 1 • Walkability = 1 • Custom energy improvement = 1 Total = 12-16 Points Article XXA Inlet Valley Overlay District270-117.6 Design Standards and Guidelines To quote the Inlet Valley Overlay District Purpose: “Recognizing the importance of existing commercial and light industrial use... The overlay district aims to preserve and build upon the most appealing aspects of the Inlet Valley’s rural and agricultural character, and enhance the area’s appeal as a recreational destination among residents and visitors. The outcome of development under these provisions will add to the area’s tourism and transportation assets, enhance the synergistic relationship between the area’s businesses and attractions, and reinforce its sense of place. Inlet Valley Center. This overlay zone intends to foster a compact mix of destinations. It is centered generally, around the existing light industrial, neighborhood commercial and planned development zones”. The proposed storage facility is aligned with the statement above. Evidence of design standard compliance is outlined below and exemplifies that this project will “enhance the area’s appeal”.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 5 OF 6 Building Design: We have been sensitive to the design of this project, ensuring we are adding to the charm of Ithaca, rather than building a standard storage facility. This state-of-the-art facility offers growth opportunity for businesses and individuals alike. Our design is site specific and our approach was thoughtful to the surroundings. Given the major road intersection, the most logical site entrance is shown on the renderings and the DOT is in favor as well. We aim to align with the existing street fabric. The design will stay true to the current roots of light industrial and will be elevated by the climate control buildings that shield the industrial buildings from the street. The buildings wrap the corner and follow the site topography stepping down the site. 1) Style neutrality: Simple massing with wood “lodge” like touches tie into local area and references a camp ground welcome house. 2) Elevation and wall form: Stone, Clapboard siding and roof trim. 3) Wall articulation: Central “timber” projection (5’) breaks up the massing and acts and acts as a beacon for the project. Windows further break up the massing along the street frontage and the rear/ side elevations have changes in materials and false windows to further break down the scale and comply with the regulations. 4) Consistent design on visible elevations: we comply with this statement from the guidelines “Elevations on a building that are visible from or facing a street must have a similar style and quality of materials, windows, doors, trim, decorative moldings, and wall articulation.” See elevations. 5) Building Construction: Our principal buildings fronting Elmira Road will be engineered specific for this site. 6) Roof form: Our roof slope is 6:12 with 18” overhangs complying with the guidelines. 7) Roof materials: We are using standing seam metal, complying with the guidelines. 8) Cladding materials: Our primary cladding material will be Clapboard (fiber cement) and will cover 100% of the buildings 9) Cladding materials and building color in general: We are using Natural earth tones with non- reflective finish. See elevations.  LINE 42 ARCHITECTURE PLLC | PO BOX 665 | EAST AURORA, NY 14052 | 716 818 9168 REGISTERED ARCHITECT IN THE STATE OF NEW YORK AND THE COMMONWEALTH OF MASSACHUSETTS 6 OF 6 10) Change of cladding of color on an outside wall: we comply. See elevations: 11) Trim: We comply. See elevations 12) Window and door area: We comply. See elevations. 13) Window and door design: we comply. See elevations. 14) Building entrance orientation and design: we comply. See elevations. 15) Formula architecture: we comply. See elevations. 16) Rooftop and building mounted equipment: We comply. See elevations Additionally, see drawings as we also comply with: E. Landscaping F. Parking G. Pedestrian and bicycle facilities H. Fences and walls J. Service and equipment areas K. Utilities L. Outdoor lighting M. Signs TOWN OF ITHACA N E W Y 0 R K DEPARTMENT OF PLANNING 215 N.Tioga St 14850 607.273.1747 wwwAownJthaca.nv.0 SITE PLAN REVIEW OWNER'S AUTHORIZATION & CERTIFICATION FORM IMe hereby affirm that I/we am/are the owner(s) of the property located at: Property Address/Location(s): City:State:Zip Code: Tax Map and Parcel Number(s): By signing below, 11we authorize the individual(s) identified in the following section to act as my/our authorized agent regarding any and all site plan application(s) made to the Town of Ithaca Planning Board for the activities described. The individual(s) identified below shall remain in this capacity regarding any applications and subsequently issued permits related to these activities indefinitely unless an express written request to terminate this authorization, signed by me, is submitted to the Town of Ithaca Planning Department. 11we also certify that 11we have caused the land to be surveyed and the site plan to be prepared; that 11we agree and guarantee to construct the project and any required infrastructure elements in the manner presented by the finally approved site plan; and that 11we make any dedications indicated on the final site plan. Project/Activity for which Application is being made: Signature of Owner(s): Date: Signature of Owner(s): Date: Printed Owner(s) Name: Printed Owner(s) Name: Printed Name of Applicant/ Owner's Authorized Agent: Address: City:State:Zip Code: Telephone Number: Email Address: Signature of Applicant/Agent: Date: Once completed, please submit this form to the Town of Ithaca Planning Department. 5/1/2022 COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. February 5, 2024 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Amended Use Variance for proposed Ithaca Self Storage located at 602 Elmira Road, Tax Parcel #31.-3-4, Cedar Rock Inc., Owner; Michael Lasell, Applicant. Dear Ms. Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We do, however, have the following comment on the proposed action: • The proposed driveway access for this project is located in a high-traffic volume merge area along a State Highway and may require some specific type of driveway, access dimensions, or other requirements in order to ensure safe ingress and egress. The applicant should work with NYSDOT to ensure these requirements are met for safe ingress and egress from the property. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability ZBA 2023-08-21 (Filed 8/31) Pg. 1 TOWN OF ITHACA ZONING BOARD OF APPEALS August 21, 2023 MINUTES Present: David Squires, Chair; Members Chris Jung, Connor Terry, Kim Ritter and Matthew Minig Absent: Mark Apker and Stuart Friedman Marty Moseley, Director of Code Enforcement, Paulette Rosa, Town Clerk and Susan Brock, Attorney for the Town Mr. Squires opened the meeting at 6:00p.m. and welcomed new member Matthew Minig. ZBAU-23-2 Appeal Cedar Rock Inc., owner, 602 Elmira Rd. TP 31.-3-4; Michael Lasell, Agent; seeking relief from Town of Ithaca Code 270-171.5 (Permitted uses) to be permitted to build a self-storage facility with approximately 24,700 sq.ft. of gross floor area within the Inlet Valley Center overlay zone (Industrial Zone underlying), where the use is not permitted. Overview Mr. Lasell noted that they had appeared at a prior meeting without an extensive presentation and went on to give a presentation with illustrations depicting the placement, size and aesthetic renderings of the project from various angles and views from the roads. The four main points from the last appearance that we went through were Th essential character of a neighborhood is not changing as there are industrial uses adjacent to the property, and The hardship is not self-created because of the change in zoning law. The property was purchased and the process of designing a storage facility began and then we were informed of the Inlet Valley Overlay District legislation. The hardship is unique because the property has significant elevation changes, easement restrictions, the shape of the lot, and DOT road cut requirements, and Can a reasonable return be had within the Code. That was the outstanding question. Mr. Lasell went on to say that they went through a long list of permitted uses and exceptions contained in the Overlay District and assessed if any of those were feasible for this site. We looked at small restaurant, hotel, daycare, animal services, fitness center, office building, bar, retail space etc. and their rate of return and they all had a negative return due to the extensive due to the amount of infrastructure and site improvements/modifications that would be needed due to the small size, odd shape, and the topography and restrictions of the parcel. Mr. Zawadzki, owner of the property, expanded on that, saying he bought the property at $350,000 with the intention of putting a Holiday Inn Express there, but the logistics and costs didn’t work, and we bought another property down the road to put that on. ZBA 2023-08-21 (Filed 8/31) Pg. 2 He said he took the time and effort to go through the other options and still came up with self- storage. The costs per square foot and the type of business that would be profitable is only self- storage. He said he ran scenario after scenario of other uses and business models and still, self- storage was the only option. Mr. Zawadzki said the numbers submitted and shown on the screen were based on scenarios for a reasonable return and based on a break-even goal of 3 years. If this is not approved, there is nothing that is feasible for that piece of property with the restrictions it has. Mr. Minig asked the applicants to go through the hotel scenario that was submitted. Mr. Zawadzki responded that the increase costs associated with the NYS Energy Code, the scale of a hotel in terms of number of rooms and size needed to be profitable given that the room rates are lower due to being further away from downtown, made a hotel here not feasible. Public Hearing Mr. Squires opened the public hearing. There was no one wishing to speak, and the hearing was closed. Discussion Mr. Squires asked about the process of changing the zoning such as the Inlet Valley Overlay District, and whether property owners are notified that property they own will be affected. Ms. Balestra responded that the Inlet Valley Overlay District was envisioned in the 2014 Comprehensive Plan, with the goal of beautifying the Inlet Valley corridor and a committee was formed which involved extensive outreach, meetings with stakeholders and notices to all property owners in this case. Ms. Brock added that although there was a submission to the Planning Board prior to the adoption of the legislation, it was not complete and very cursory. They do not have vested rights because they did not have substantial funds or substantial construction begun. Any non- conforming use, whether legislation adopted 5 months ago or 5 years ago, are determined by the same Use Criteria at the time of application. Mr. Squires asked if that makes all the existing properties and/or businesses legally existing non- conforming and they would need a variance to do anything non-conforming in the future, correct? Mr. Moseley responded that there is nothing in the Overlay District legislation that addresses non-conforming properties, so any increase in nonconformity would need a variance. Ms. Brock added that anyone coming in for a use variance is appearing because they cannot meet the zoning; whether that is zoning that is 5 years old or 5 months old; you just look at the four ZBA 2023-08-21 (Filed 8/31) Pg. 3 criteria and make your determination. The Tompkins County Planning Department’s comments from the GML process were discussed. Ms. Brock stated that their reference to the Comprehensive Plan’s reference to “incremental expansion of commercial zoning resulting in strip commercial development” is not applicable to this project. SEQR Determination Changes were made to the final SEQR form, with the Applicant noting that an updated Project Description had been submitted. ZBA Resolution ZBAU-23-2 SEQR Use Variance 602 Elmira Rd. TP 31.-3-4 Resolved that this Board makes a negative determination of environmental significance based upon the information in Parts 1 & 2 as amended, and for the reasons stated in Part 3 of the SEQR Form. Moved: David Squires Seconded: Chris Jung Vote: ayes – Squires, Jung, Terry, Ritter and Minig Determination ZBA Resolution ZBAU-23-2 Use Variance 602 Elmira Rd. TP 31.-3-4 Resolved that this Board grants the appeal of Cedar Rock Inc., owner, seeking relief from Town of Ithaca code 270-171.5 (Permitted uses) to be permitted to build a self-storage facility with approximately 24,700 sq.ft. of gross floor area within the Inlet Valley Center overlay zone (Industrial Zone underlying), where the use is not permitted, with the following Conditions That the project be built substantially as submitted, including the number of buildings and overall square footage, except to the extent that if a deviation is necessary from the design show, the deviation must comply with the Overlay District Design Standards and Guidelines, and with the following Findings That the applicant has demonstrated an unnecessary hardship, specifically: 1. That a reasonable return (substantial as shown by competent financial evidence) has been provided in that the uses allowed under the Inlet Valley Overlay District cannot be realized as scenarios of the various uses permitted were shown to not provide a ZBA 2023-08-21 (Filed 8/31) Pg. 4 reasonable return, and 2. That the alleged hardship is unique and does not apply to substantial portion or district or neighborhood given that the property is small, has been vacant and the DOT has used the site for fill since the 1990’s; there are significant topographic grade changes; a very large DOT right-or-way that cuts off access to portions of the site and streams; all of which create a much smaller developable area of the parcel, access onto Elmira Rd is limited, and 3. That the requested variance will not alter the essential character of the neighborhood given that the property backs up to existing industrial and commercial uses consisting of metal buildings and the proposed project will improve the overall aesthetics of the area as they must follow the Inlet Valley Overlay District design standards, and as evidenced by the information contained and adopted in SEQR form, and 4. That the alleged hardship has not been self-created in that the owner bought the property in 2018 when the use was permitted and subsequently was legislated as a not-permitted use. Moved: David Squires Seconded: Chris Jung Vote: ayes – Squires, Jung, Terry, Ritter and Minnig ZBAA-23-14 Appeal of Geoff Tate, owner, 1045 Taughannock Blvd. TP 21.-2-16, LFR; Jake Roberts, Agent; seeking relief from Town of Ithaca Code section 270-46 E(1) (Yard regulations) to build an accessory building approximately 3’2” feet from the front property line where a minimum of 30’ feet is required (other than a garage.) Mr. Squires asked why the building had to be so close to the road as it seemed to him there are other options. Gary Bush, agent, said he was not involved in the application process, but, the location is the only level spot that will provide safe access for delivery trucks because the driveway is so steep. Mr. Moseley shared the site plan drawing from the packet on the screen. Mr. Bush said the property line tapers away from the road and it does not have the standard width for access from a State highway. The property line goes parallel to barn and the road, at about 30’ feet or so from the shoulder of the road. Mr. Minig asked for clarification on the reference to storing an electrical service meter in the shed and whether that was typical. Mr. Bush responded that it is typical to want to have the meter undercover. Ms. Brock asked for the dimensions of the shed and whether that size is needed for the electrical ZBA 2023-08-21 (Filed 8/31) Pg. 5 equipment or for other items. She stated that there was nothing in the application about the need to store additional items, and the Board has to grant the minimum variance necessary. Mr. Bush responded that the shed is 8’ x 12’ x 13” feet and the intent is to store other items such as bicycles and a snow blower. The snow blower would be difficult to push up the steep slope to the flat area that needs to be cleared. Mr. Terry asked what the contours on the maps submitted where. Mr. Bush responded that he believed they were 1’ foot. Public Hearing Mr. Squires opened the public hearing; there was no one wishing to speak, and the hearing was closed. Determination Discussion followed and the consensus of the Board was that the application was not sufficient or descriptive enough to be able to make a determination on the request. The Board suggested the Applicant request a postponement and return with additional information and complete information on what the purpose of the requested shed is and clearer drawings that are legible. Mr. Squires moved to adjourn the appeal to the next scheduled meeting, seconded by Ms. Jung, unanimous. Mr. Moseley addressed a comment from the County Planning Department regarding a sticker identifying electrical equipment being in the shed. He stated that that is not required by NYS and he believes that is not appropriate for a County Department to require something that is not required by State Code or Town Code. If required, that would put his department in a difficult position of trying to enforce that requirement. The Board agreed with Mr. Moseley. ZBAA-23-15 Appeal of Caroline Levine, owner, 4 The Byway, TP 66.-1-12, MDR; seeking relief from Town of Ithaca Code section 270-219.7 E (2)(a) to be permitted to have a renter of a short-term rental park on the street rather than the rental property where the Code requires provision of enough driveway space on the parcel for renters’ parking. Ms. Levine gave an overview, saying that The Byway is a private road that is over 200 years old and pre-dates Ithaca. It is unclear who owns the road and the historic use of it is what has guided its usage and common ownership by the homeowners up to the present. There is no “owner” to ask permission from. Each property has a variance for 2 parking spaces because there is not a way to build a driveway on many of the lots, and so we park in front of our homes. ZBA 2023-08-21 (Filed 8/31) Pg. 6 She said she rents her home a few times a year and takes her cars with her, and the renters would have their cars in the same spots she would usually use and so there would be no impact on others. Mr. Squires asked if there was room for two cars in front of her neighbor’s house, because he didn’t think it looked as if there was, and then he asked about the area that looks like a parking area and why that couldn’t be used. Ms. Levine said she thought that her neighbor’s house had a variance for one car and the other lot used to be owned by Cornell for an office and the Botanical Gardens which has since been sold and the new owner has prohibited parking there now. There is now no parking for visitors to the road. Public Hearing Mr. Squires opened the public hearing; there was no one wishing to speak, and the hearing was closed. Determination Ms. Brock asked Ms. Levine if the NYS variance actually says that you can park two cars in front of her house, or just that a 12’ foot wide access must be maintained? Ms. Levine responded that the number of feet is not in the State variance. Ms. Brock asked where it says anything about two cars being permitted in front of her house? Ms. Levine responded that the NYS variance process was very complicated and the number of feet needed is not in the variance, but we have a variance for two cars that are not SUV’s or trucks. Ms. Brock responded that there is nothing about a variance for two cars in the application material or the State Variance. There were several individuals that applied for the State Variance which included maintaining a minimum width of 12’ feet and there was a parking plan that was encouraged for all the individuals seeking the State Variance to communicate about and the Town did facilitate a meeting regarding that. The parking plan was not technically contingent on the State Variance being granted and it did not talk about parking places in front of homes. The parking plan was not incorporated into the State Variance, nor was it binding on the individuals seeking it. The minimum width the State requires is 20’ feet and the variance granted was for a minimum of 12’ feet to be maintained, regardless of how many vehicles are parked along The Byway. Ms. Brock then turned to the ownership of the road question, saying that Ms. Levine has testified that The Byway is owned in common, but the survey of the property does not include The Byway and stops at the road line, and includes meets and bounds, and states that all right title ZBA 2023-08-21 (Filed 8/31) Pg. 7 and interest in The Byway, including a right-of-way on it and the rights subject to the rights of others on The Byway to use it….” and so it doesn’t tell us whether it was an easement ROW or whether they owned it to convey or who owns it or how many people own it. Ms. Levine responded that it is her understanding that that ownership of The Byway is not established legally and so it is a private road that with historic use rights by the residences on it for the past 200 years. She said her attorney has told her it is more like a shared driveway and so it is an unsettled legal question. Ms. Brock said the question for this Board is whether a variance can be granted on property where the owner is not known. This Board cannot grant you a variance to park on your neighbor’s yard, and in essence, that is what is here; we don’t know who owns the road and therefore cannot grant a variance tied to that property. Ms. Levine responded that the homes on The Byway have operated for years using the area in front of each house as belonging to that house and make maintenance decisions as a group. Discussion followed on the requirements of the Short-Term Rental legislation pertaining to providing parking spaces and whether a variance from that would address the issue. The legal ad for the variance did not state that and the issue remains, that whether the parking on the road is for renters or anything else still remains. Mr. Squires moved to adjourn the appeal until the meeting in October to provide time for further research on the ownership issue, seconded by Ms. Jung; unanimous. ZBAA-23-16 Appeal of Allen Homan, owner, 809 Five Mile Dr. TP 31.-2-17, LDR; seeking relief from Town of Ithaca Code section 270-60 C. (Yard regulations) to be permitted to construct an addition (deck) that would be approximately 20.5’ feet from the side yard property line where a minimum of 40’ feet is required. Mr. Homan gave a brief overview of the request, saying that an area variance was granted on this property without a deck being included, and the proposed deck would decrease the encroachment on the side yard setback that exists. The Board consensus was this was a minimal variance and would have no detrimental effects and would not be out of character in the area. SEQR - Type 2 – not required for a single/two-family residential structure. Determination ZBAA-23-16 Area Variance 809 Five Mile Dr. TP 31.-2-17, LDR Resolved that this Board grant the appeal of Allen Homan, owner, 809 Five Mile Dr., TP 31.-2- RUDRA MANAGEMENT 602 ELMIRA ROAD TOWN OF ITHACA TOMPKINS COUNTY REVISED DECEMBER 8, 2023 MBL ENGINEERING, PLLC 16510 BALCH PLACE MANNSVILLE, NY 13661 CONTRACT DRAWINGS PROJECT LOCATION ITHACA SELF STORAGE 325 UP DN EXIT ENTER ≥ ≥ ≥ ≥ SITE OWNER RUDRA MANAGEMENT 51 ANDERSON RD BUFFALO, NY 14225 PLAN NOTES: 1. STREAM SETBACKS FROM FULL BANK. 2. PROPERTY IS SUBJECT TO TOWN OF ITHACA ZONING PROVISIONS REGARDING STREAM SETBACKS. UP DN EXIT ENTER 3+15 2+00 3+00 UP DN EXIT ENTER UP DN EXIT ENTER 3+15 2+00 3+00 0+00 1+00 GATE DRY S W A L E # 2 DR Y S W A L E # 1 UP DN EXIT ENTER WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 7 WLA MH: 13 WLA MH: 13 WLA MH: 13 WLB MH: 7.5WLB MH: 7.5 LA-SLII-HS MH: 18 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLB MH: 7.5 WLB MH: 7.5 WLC MH: 9 WLC MH: 9 WLC MH: 9 WLC MH: 12 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 WLB MH: 7.5 LA-VW MH: 18 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.5 0.7 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.4 0.2 0.4 0.7 0.9 1.0 1.6 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.7 0.2 0.2 0.4 0.9 1.2 1.5 1.6 1.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 0.6 0.2 0.2 0.3 0.4 0.8 1.2 1.4 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.2 0.3 1.7 1.9 0.6 0.6 0.9 1.0 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.7 0.5 1.5 1.2 10.4 1.7 0.7 0.4 0.6 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.7 1.2 3.7 10.0 2.0 0.5 0.4 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 1.9 2.3 2.0 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.9 1.7 10.9 2.5 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 1.1 3.4 7.9 11.4 2.4 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.8 1.2 1.9 0.8 0.5 7.4 2.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.9 0.8 0.8 0.8 1.8 6.5 4.4 0.9 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.9 2.8 2.6 1.8 6.4 3.9 2.8 0.8 12.4 1.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.8 3.6 1.7 2.7 1.6 2.5 1.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.7 0.6 8.3 3.1 3.3 6.2 1.4 2.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.7 1.5 7.9 5.5 4.1 1.2 1.4 2.9 1.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.5 1.2 1.2 2.0 1.6 2.5 7.3 2.4 0.9 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.4 0.2 0.4 1.7 6.5 0.0 5.5 3.9 1.8 1.0 0.5 0.6 1.1 1.2 0.5 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.4 0.1 0.3 0.6 1.2 1.5 7.2 0.9 0.8 1.0 1.9 3.5 0.0 3.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.3 0.7 0.8 1.3 2.2 2.5 1.4 0.4 5.9 1.3 1.6 5.2 7.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 4.0 7.0 1.4 1.8 0.9 0.4 3.3 1.0 1.5 5.6 1.3 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 2.0 7.8 2.6 0.4 0.6 0.7 0.5 0.7 1.1 8.5 1.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 0.2 0.1 0.7 0.5 0.6 1.6 2.4 1.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.3 4.6 1.0 0.1 0.9 1.5 0.9 2.8 8.6 3.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.2 7.4 7.2 1.3 1.4 1.8 11.0 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.4 1.1 2.3 0.9 0.8 1.2 11.3 1.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 2.8 3.8 1.0 3.4 1.2 4.3 7.7 1.6 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 1.3 4.9 0.9 2.3 1.8 0.9 2.8 2.8 3.2 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.4 0.3 0.4 0.5 0.8 0.7 3.3 0.7 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 1.0 2.9 11.4 0.9 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 6.8 4.6 1.6 3.7 0.9 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 1.6 0.5 2.0 2.8 1.4 0.8 0.7 0.7 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.8 0.7 0.6 0.7 0.8 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1 0.01 Luminaire Schedule Symbol Qty Label Arrangement Lum Lumens Arrgmt Lum Lumens Lum Watts Arrgmt Watts Total Watts LLD LDD BF LLF BUG Rating Description MH 1 LA-SLII-HS Single 3754 3754 34 34 34 0.950 0.950 1.000 0.903 B1-U0-G1 GPC-SA1A-730-U-SL2-HSS 18 1 LA-VW Single 4775 4775 34 34 34 0.950 0.950 1.000 0.903 B3-U0-G1 GPC-SA1A-730-U-5WQ 18 15 WLA Single 1786 1786 28 28 420 0.950 0.950 1.000 0.903 B1-U0-G0 AMON WALL-840-070253 7, 13 25 WLB Single 1526 1526 13.5 13.5 337.5 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS1A-W 7.5 9 WLC Single 2164 2164 20.7 20.7 186.3 0.950 0.950 1.000 0.903 B1-U0-G0 AXCS2A-W 9, 12 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Object_11_Planar Illuminance Fc 0.41 12.4 0.0 N.A.N.A. EXIT ELMIRA ROAD (NYS ROUTE 13/34/96) 33 ' R CONCRETE GUTTER PROPOSED ASPHALT PAVEMENT, SEE DETAIL 'B', THIS SHEET NYSDOT R.O.W. / PROPERTY LINE ℄ PROPOSED UNDERGROUND ELECTRIC 30.0' 33 ' R 39.8' 20 . 7 ' 446 445 44 4 444 443 442 441 440 443 442 NYSDOT R.O.W. / PROPERTY LINE PROPOSED COMMUNICATION LINE "DEER CROSSING NEXT 1 MILE" SIGN EX. UP L393 9 EX. UP 77782 1 "MERGING TRAFFIC" SIGN EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC PROPOSED HYDRANT PROPOSED END CAP PROPOSED 8" DI CL 52 WATER LINE E.O.L. E.O.L. 11 . 0 ' 15 . 1 ' (V A R I E S ) 7. 5 ' (V A R I E S ) TOPSOIL & SEED WITHIN R.O.W. PER NYSDOT SECTION 610.1402 & 610.1601 (TYP. BOTH SIDES) CONCRETE GUTTER DRIVEWAY OFFSET LINE 44 6 44 5 44 4 44 6 445 DRY S W A L E # 2 E.O.L. E.O.S.E.O.S. 11 . 0 ' 4. 8 ' (V A R I E S ) 21 . 0 ' (V A R I E S ) CONCRETE GUTTER TO REMAIN SAWCUT TO PROVIDE NEAT EDGE PROPOSED HEAVY DUTY SHOULDER, SEE DETAIL 'A', THIS SHEET 10.0'50.0' 3. 0 ' 6. 4 ' (V A R I E S ) NYSDOT STANDARD GENERAL PLAN NOTES 1. THE ROADWAY SHALL BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. 2. ROADSIDE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. 3. MATERIALS, EQUIPMENT AND VEHICLES SHALL NOT BE STORED OR PARKED WITHIN THE NEW YORK STATE RIGHT-OF-WAY. 4. WORK ZONE TRAFFIC CONTROL SHALL COMPLY WITH THE 2009 EDITION OF THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE NEW YORK STATE SUPPLEMENT, AND SHALL BE IN ACCORDANCE WITH THE NYSDOT CONTRACT OR HIGHWAY WORK PERMIT DOCUMENTS AND AS DEEMED NECESSARY BY THE NYS ENGINEER IN CHARGE. 5. NOTIFY NEW YORK STATE DEPARTMENT OF TRANSPORTATION RESIDENT ENGINEER AT THE APPLICABLE RESIDENCY, THREE WORKING DAYS PRIOR TO WORKING IN THE STATE RIGHT-OF-WAY. ONONDAGA EAST ONONDAGA WEST CORTLAND/TOMPKINS OSWEGO CAYUGA/SENECA (315) 458-1910 (315) 672-8151 (315) 756-7072 (315) 963-3730 (315) 539-3112 6. NOTIFY DIG SAFELY NEW YORK THREE WORKING DAYS PRIOR TO DIGGING, DRILLING OR BLASTING AT 1-800-962-7962, FOR A UTILITY STAKE-OUT. 7. ALL WORK CONTEMPLATED AND MATERIALS USED WITHIN THE NYS RIGHT-OF-WAY SHALL BE COVERED BY AND IN CONFORMITY WITH THE NYS DEPARTMENT OF TRANSPORTATION MAY 1, 2008 SPECIFICATIONS BOOK AND ANY SUBSEQUENT ADDENDA ALONG WITH ANY APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION STANDARD SHEETS, EXCEPT AS MODIFIED IN THESE PLANS AND IN THE ITEMIZED PROPOSAL. METRIC UNITS MAY BE CONVERTED TO ENGLISH. 8. QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 402 OF THE STANDARD SPECIFICATIONS. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED DEPTHS. 9. NO NIGHT WORK WILL BE ALLOWED UNLESS PRIOR APPROVAL IS GIVEN BY THE DEPARTMENT. ADDITIONAL MAINTENANCE AND PROTECTION OF TRAFFIC WILL BE REQUIRED INCLUDING THE ADDITION OF REFLECTIVE MATERIALS AND LIGHTING. 10. HAZARDOUS WASTE NOTIFICATION - THE PERMITTEE ACCEPTS THE RIGHT-OF-WAY OF THE STATE HIGHWAY IN ITS' AS IS CONDITION. THE DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO THE ABSENCE OF UNDERGROUND TANKS, STRUCTURES, FEATURES OR SIMILAR IMPEDIMENTS TO THE COMPLETION OF THE WORK PERMITTED HEREUNDER. SHOULD PERMITTEE FIND SOME PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION SHALL HAVE NO OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE DEAL WITH SUCH PREVIOUSLY UNKNOWN UNDERGROUND IMPEDIMENTS. THE DEPARTMENT WILL PERMIT THE PERMITTEE TO REMOVE, MODIFY OR OTHERWISE DEAL WITH SUCH UNDERGROUND TANKS, STRUCTURE FEATURE OR IMPEDIMENT IF SUCH IS DONE IN A MANNER WHICH MEETS ACCEPTABLE ENGINEERING PRACTICE AND IS PRE-APPROVED BY THE DEPARTMENT OF TRANSPORTATION. SHOULD PERMITTEE DETERMINE THAT SUCH UNFORESEEN UNDERGROUND IMPEDIMENT RENDERS PERMITTEE=S WORK AS AUTHORIZED BY THIS PERMIT UNFEASIBLE, PERMITTEE SHALL HAVE THE OPTION OF RESTORING THE HIGHWAY TO ITS ORIGINAL CONDITION AND NOT PERFORMING SUCH WORK. 11. OPEN CUTTING OF THE ROADWAY SHALL NOT BE ALLOWED UNLESS PERMISSION IS GRANTED IN WRITING, BY THE REGIONAL TRAFFIC ENGINEER. NOT TO SCALE NYSDOT ASPHALT CONCRETE PAVEMENT SECTIONB PAVEMENT SECTION NOTES: 1. ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2. TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 407.0102 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. SPECIAL NOTE PG BINDER AND MIX DESIGN LEVEL REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 404 ASPHALT PAVEMENT ITEMS IN THIS SUBMITTAL. PG BINDER USE A PG 64S-22 (STANDARD) MEETING THE REQUIREMENTS OF AASHTO M 332, STANDARD SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS CREEP RECOVERY (MSCR), FOR THE PRODUCTION OF ASPHALT MIXTURES FOR THIS PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. WHEN TERMINAL BLEND CRM PG BINDER IS USED, THE FOLLOWING SHALL APPLY: • CRUMB RUBBER PARTICLES SHALL BE FINER THAN #30 SIEVE SIZE. • THE CRM PG BINDER SHALL BE STORAGE-STABLE AND HOMOGENEOUS. • THE DYNAMIC SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-MM GAP. • THE CRM PG BINDER SHALL BE 99% FREE OF PARTICLES RETAINED ON THE 600 ΜM SIEVE AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. USE OF POLYPHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS PROHIBITED FOR MIXTURES UNDER THIS CONTRACT. THIS PROHIBITION ALSO APPLIES TO THE USE OF PPA AS A CROSS-LINKING AGENT FOR POLYMER MODIFICATION. MIX DESIGN THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORDANCE WITH THE CRITERIA SPECIFIED IN THE ASPHALT PAVEMENT ITEMS THAT ARE APPROPRIATE FOR THE MIXTURE DESIGN LEVEL OF 50 GYRATIONS. NOTE: THE PG BINDER FOR THIS PROJECT MAY BE MODIFIED WITH CRM ADDITIVES TO MEET THE REQUIREMENTS STATED ABOVE. HANDLING OF THE ASPHALT MIXTURE SHALL BE DISCUSSED AT PRE-CONSTRUCTION AND PRE-PAVING MEETINGS. 1.5" TOP COURSE: NYSDOT ITEM 404.098301 - 9.5 F3 ASPHALT COURSE, 80 SERIES COMPACTION 2.5" BINDER COURSE: NYSDOT ITEM 404.198901 - 19 F9 ASPHALT COURSE, 80 SERIES COMPACTION 8" MIN. COMPACTED SUBBASE COURSE NYSDOT ITEM 304.15 SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL NYSDOT ITEM 207.21 12 " ED G E O F S H O U L D E R 6" NYSDOT ITEM NO. 404.258901 F9 BASE COURSE, 80 SERIES COMPACTION PLACED IN TWO LIFTS 2.0" NYSDOT ITEM NO. 404.198901 - 19 F9 BINDER COURSE, 80 SERIES COMPACTION 1.5" NYSDOT ITEM NO. 404.098301 - 9.5 F3 TOP COURSE, 80 SERIES COMPACTION 12" MIN. NYSDOT ITEM NO. 304.15 TYPE 4 SUBBASE RESTORE WHITE EDGE LINE WITH 4" WHITE EPOXY 685.11 ITEM 407.0102 TACK COAT BETWEEN COURSES ITEM 407.0102 TACK COAT VERTICAL EDGES MIRAFI 600X OR EQUAL NYSDOT 207.21 NOT TO SCALE NYSDOT HEAVY DUTY SHOULDER DETAILA PAVEMENT SECTION NOTES: 1. ASPHALT THICKNESS IN THE SHOULDER SHALL NOT EXCEED THE TRAVEL LANE ASPHALT THICKNESS. 2. TACK COAT ITEM NO. 407.0102 SHOULD BE APPLIED BETWEEN ALL HMA LIFTS AS WELL AS BETWEEN THE BASE LAYERS. TACK COAT ITEM NO. 418.7603 SHALL BE PLACED AT THE VERTICAL JOINT ON THE SURFACE COURSE. TACK COAT SHALL BE APPLIED AT A RATE OF 0.05 GALLONS/SY. 3. PROVIDE ASPHALT JOINT SEALANT (ITEM NO. 418.7603) BETWEEN THE EXISTING AND PROPOSED ASPHALT. 430 440 450 430 440 450 0+00 1+00 2+00 3+00 3+15 A C-501 A C-501 NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. RESERVED PARKING 3' - 0 " 3' - 0 " 2' - 0 " M I N . 3' - 0 " 1' - 6 " 6" 1'-6" MUTCD #P4-6C BLUE & GREEN ON WHITE (SINGLE & BACK-TO-BACK ARRANGEMENTS) 2" DIA. ROUND OR SQUARE GALVANIZED STEEL POST 6" SCHEDULE 40 STEEL PIPE FILL W/ CONCRETE ROUND TOP PAINTED YELLOW ONE WRAP OF #30 ROOFING FELT PAVEMENT SURFACE GRANULAR SUBBASE SUBGRADE 3000 PSI CONCRETE NOT TO SCALE RESERVED PARKING SIGN IN PARKING LOT/DRIVED NOT TO SCALE ASPHALT CONCRETE PAVEMENT DETAILA 12 " 1-1/2" HOT MIX ASPHALT; TOP COURSE NYSDOT ITEM 403.178202M-TYPE 6F2 3" HOT MIX ASPHALT; BINDER COURSE NYSDOT ITEM 403.138902M-TYPE 3 COMPACTED SUBBASE COURSE NYSDOT ITEM 304.12 - TYPE 2 (2 LIFTS) SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITYFILTER FABRIC MIRAFI 500X OR APPROVED EQUAL 18' (TYP.) 24' (VARIES) SEE SITE PLAN18' (TYP.) 60' 9' (T Y P . ) 9' - 0 " 9' - 0 " 9' - 0 " 3'-0" O.C. (TYP.) 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 4" WIDE YELLOW REFLECTORIZED PAVEMENT STRIPES NYSDOT ITEM 685.12 REFLECTORIZED PAVEMENT SYMBOL - BLUE NYSDOT ITEM 685.14 12" WIDE SOLID YELLOW REFLECTORIZED PAVEMENT STRIPES (TYP.) NYSDOT ITEM 685.12 NOTE: 1. PAVEMENT MARKINGS SHALL BE EPOXY REFLECTORIZED AS SPECIFIED IN THE NYSDOT STANDARD SPECIFICATIONS SECTION 685, AND IN CONFORMANCE WITH THE MUTCD. HANDICAP PARKING SPACE STRIPING TYPICAL PARKING SPACE STRIPING HANDICAP PARKING SIGN (TYP.) NO PARKING SIGN NOT TO SCALE STRIPING DETAILSC NOT TO SCALE TYPICAL SIDEWALK DETAILB CONCRETE SIDEWALK WIDTH VARIES SEE SITE PLANS 6" 6" FINISHED GRADE COMPACTED SUBGRADE COMPACTED SUBBASE WELDED WIRE FABRIC 4"x4" MESHNOTES: 1. CONCRETE SHALL BE 4000 P.S.I. (MIN.) AIR ENTRAINED CONCRETE. 2. FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED EVERY 25', AND MARKED JOINTS SHALL BE AT 5' SPACING AND FORMED BY A GROOVING TOOL. 3. ALL EXPANSION JOINTS SHALL BE FILLED WITH BITUMINOUS FILLER MATERIAL. 4. CONCRETE SURFACE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. 5. MATERIALS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 608. SLOPE 1/4" PER FT. AWAY FROM BUILDING SEWER MAIN WATER MAIN 5' MIN.5' MIN. WATER 5' MIN.5' MIN. 6" EXISTING GRADE HORIZONTAL VERTICAL WATER SEWER 10 ' M I N . SECTION 6"6" C-502 A C-502 A NOTE: 1. IF DISTANCE FROM WATER MAIN TO SEWER JOINT IS LESS THAN 5' MIN., THEN ALL SEWER JOINTS WITHIN 10' SHALL BE ENCASED IN CONCRETE. (CONCRETE SHALL BE INSTALLED TO NEXT BELL OR COLLAR BEYOND THE 5' MIN.) NOTE: 1. A MINIMUM HORIZONTAL SEPARATION OF 10' SHALL BE MAINTAINED BETWEEN WATER MAINS AND ALL STORM AND SANITARY SEWERS. ANY DEVIATION OF THE MINIMUM 10' HORIZONTAL SEPARATION SHALL BE APPROVED BY THE REVIEWING AGENCY PRIOR TO CONSTRUCTION. PIPE JOINTS SHALL BE ENCASED IN CONCRETE AT THIS LOCATION. LENGTH OF ENCASEMENT SHALL BE 2' AT EACH JOINT. 6" PER MANFACTURER D FINISHED GRADE TRENCH EXCAVATION SIDE SLOPE PER OSHA REQUIREMENTS COMPACTED TO 95% PIPE EMBEDMENT 12" TYP. 4" TOPSOIL & SEED DE P T H V A R I E S (W A T E R - M I N . 5 ' - 0 " ) 12 " 6" 12" LAWN AREA PAVED AREA PAVEMENT SECTION SEE DETAIL NOTE: 1. CONTRACTOR SHALL RESTORE UNIMPROVED SURFACES WITH TOPSOIL AND SEED. 2'-6" 1' - 6 " (M I N . ) AS R E Q U I R E D 2' - 0 " (M A X . ) NOTE: 1. DO NOT BLOCK HYDRANT DRAIN PORT WITH CONCRETE. 2. HYDRANT SHALL BE KENNEDY K81. 3. HYDRANT SHALL HAVE 4' HIGH REFLECTIVE FIBERGLASS MARKER BOLTED TO HYDRANT FLANGE. 4. IF HIGH GROUNDWATER EXISTS, CONTRACTOR SHALL PLUG WEEP HOLES AND NOTE ON HYDRANT. HYDRANT UNDISTURBED EARTH 3000 PSI CONCRETE 0.5 CUBIC YARD GRANULAR STONE 3000 PSI CONCRETE GATE VALVE ADJUSTABLE VALVE BOX 4" OF 3000 PSI CONCRETE FINISHED GRADE UNDISTURBED EARTH HARNESSED JOINTS (TYP.) 1'-6" (SQUARE) FINAL GRADE 5' - 0 " M I N . C O V E R 3'-0" MIN. 2' - 0 " VALVE BOX COVER SHALL BE LABELED "WATER" TWO OR THREE PIECE CAST IRON VALVE BOX 4" GATE VALVE MECHANICAL JOINT RESTRAINED ADAPTER (TYP.) WATER MAIN VIEW ROTATED FOR CLARITY #4 STEEL REBAR ANCHOR ROD (TYP.) BEND AS REQ'D 3000 PSI CONCRETE ANCHOR BLOCK 3'-0" WIDE SELECT GRANULAR MATERIAL 6" AA C B B 3000 PSI CONCRETE 3000 PSI CONCRETE UNDISTURBED EARTH PIPE SIZE DIMENSION 8" 1'-8" 1'-8" 1'-8" A B C ELEVATIONPLAN PROPOSED 8" WATER MAIN 5" STORZ QUICK CONNECT NOT TO SCALE TAP SLEEVE & VALVE (TS&V) DETAILH NOT TO SCALE TYPICAL THRUST BLOCK FOR TEE, TAP SLEEVE AND VALVE (TS&V)G NOT TO SCALE TYPICAL SEWER & WATER SEPARATION DETAILF NOT TO SCALE TYPICAL UTILITY TRENCH DETAILK NOT TO SCALE VALVE BOX DETAILI NOT TO SCALE TYPICAL HYDRANT INSTALLATION DETAILJ 6" 6" 18 " 4" 4"9"4" 6" O R 1 2 " 6" O R 9 " TOP OF CURB GRADE LINE BOTTOM OF CURB 4,000 P.S.I. AIR-ENTRAINED PORTLAND CEMENT CONCRETE 1 1\2' R ASPHALT FILLER (50-60) NYSDOT ITEM 702 SEE PAVEMENT SECTION THIS SHEET COMPACTED SUBGRADE NYSDOT ITEM 304.15M - OPTIONAL TYPE VERTICAL FACE NOTES: 1. CURB SHALL BE CAST IN PLACE; NYSDOT ITEM 609.04 - TYPE B150. 2. EXPANSION JOINTS SHALL BE OF 1/2" PREMOLDED BITUMINOUS JOINT FILLER PLACED AT 12 FOOT INTERVALS, TO FULL DEPTH OF CURB. UPON REMOVAL OF FORMS AND/OR FINAL FINISHING, ALL CONCRETE TO BE SPRAYED WITH WHITE - PIGMENTIC MEMBRANE CURING COMPOUND. TAPE R E D A T : 4 1 SITE CURB TERMINAL TYPICAL SECTION 1 3 NOT TO SCALE SITE CURBING DETAILSE NOTES: 1. GALVANIZED END SECTION SHALL BE ORDERED ONE SIZE LARGER THAN NOMINAL DIAMETER OF PIPE WHEN ATTACHING TO SICPP. 2. END SECTIONS TO BE INSTALLED ON ALL PROPOSED STORM SEWER INLETS AND OUTLETS. PROPOSED GRADE 3/8" ANCHOR BOLTS THRU TOE PLATE (TYP) SIZE VARIES NOT TO SCALE FLARED END SECTIONA 12 " 12" 3000 PSI CONCRETE 3000 PSI CONCRETE 2"VARIES 8" (MAX.) 2" 4" ℄ CROSS SECTION ELEVATION NOT TO SCALE PEA GRAVEL STRIP DETAILC 1'-6"12" 1' 6" M I N . PEA GRAVEL MIRAFI 600X OR APPROVED EQUALCOMPACTED SUBGRADE COMPACTED SUBBASE MIRAFI 600X OR APPROVED EQUAL 6" TOPSOIL, SEED AND MULCH PROPOSED GRADE SEE GRADING AND DRAINAGE PLANS PAVEMENT SECTION 1' VARIES (L1) L1 A C-503 C-503 A GALVANIZED END SECTION STORM OUTLET EXTEND RIP-RAP TO TOP OF PIPE 6" SELECT GRANULAR MATERIAL RIP-RAP LIGHT, MEDIUM OR HEAVY STONE FILLING FILTER FABRIC MIRAFI 160N OR APPROVED EQUAL NOT TO SCALE RIP-RAP APRON DETAILB W2W1 6" 18 " PIPE SIZE DIMENSION 12"4' 8' 8' W1 W2 L1 3 1 1 3 SECTION PLAN VIEW DRY SWALE TABLE BOTTOM TOP OUTLET WQV DEPTH DS-1 DS-2 441.0439.0 1.5 442.0440.0 1.5 NOT TO SCALE DRY SWALE DETAILE WIDTH 6' 8' 440.5 441.5 COMPACTED SUBGRADE 1 FILTER FABRIC MIRAFI 160N OR EQUAL UNDERDRAIN 4"Ø PERFORATED CORRUGATED POLYETHYLENE TUBING RUN TO DAYLIGHT 8" NYSDOT ITEM 203.07 MATERIAL DESIGNATION 703-0202, MEETING NO. 2 SCREEN-SIZE DESIGNATION 18" MIN. PERMEABLE SOIL MEETING NYSDOT ITEM 208.0103 22 BIORETENTION AND DRY SWALE SOIL 2" 5' CL 4" TOPSOIL, SEED & MULCH NOTE: 1. CLEANOUTS SHALL BE INSTALLED EVERY AT THE START OF EACH RUN PER DETAIL ON THIS SHEET. T.O.B. SPILL WAY ELEV. BOTTOM ELEV. 4 LENGTH 88' 55' NOT TO SCALE INFILTRATION BASIN SECTIOND 100-YEAR WSE WATER QUALITY VOLUME BASIN BOTTOM SEEDED WITH WQ SEED MIX FOREBAY BERM EMERGENCY SPILLWAY OUTLET PIPE 1 4 MIN. SEDIMENT FOREBAY AS REQUIRED TOP OF BERM INLET PIPE (TYP.) DAYLIGHT UNDERDRAIN 4" PERF. HDPE UNDERDRAIN IN STONE DRAINAGE LAYER AT UNDERDRAIN LOCATIONS 6" TOPSOIL WITH 6" DRAINAGE STONE ABOVE AND BELOW 4" UNDERDRAIN 1. 2 ' INFILTRATION BASIN TABLE BOTTOM TOP OUTLET WQV DEPTH INF-1 INF-2 437.0435.0 1.5 433.5432.0 1.0 436.5 433.0 10-YEAR ELEV. 100-YEAR ELEV. 10-YEAR ELEV. 100-YEAR ELEV. 436.27 432.11 436.66 432.56 440.63 440.82 440.86 441.46 4" PERFORATED UNDERDRAIN 6" 6" (TYP) 3'-0" SLOPE 3000 PSI CONCRETE GRADE SLAB VALVE BOX COVER COUNTER SUNK PLUG PVC SCH 40 ELBOW PVC SCH 40 ELBOW PVC ADAPTER 6" LAYER OF NYSDOT ITEM NO. 203.07 SELECT FILL COMPACTED TO 95% DENSITY PROPOSED GRADE #4@6" EACH WAY TOP & BOTTOM 4" SCH 40 PVC CLEANOUT STACK NOT TO SCALE DRY SWALE CLEANOUTJ SET TRENCH 12" MAX. BELOW EXISTING GRADE ” ” “” “” Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local ag ency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ EAF Mapper Summary Report Tuesday, February 28, 2023 12:29 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report