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Home My WebLink About05-28-19 Planning and Development Board Meeting Agenda PLANNING & DEVELOPMENT BOARD AGENDA REVISED The regular meeting of the PLANNING & DEVELOPMENT BOARD will be held at 6:00 p.m. on MAY 28 TH, 2019 in COMMON COUNCIL CHAMBERS, City Hall, 108 E. Green Street, Ithaca, NY. AGENDA ITEM Approx. Start Time 1 Agenda Review 6:00 2 Privilege of the Floor (3-minute maximum per person ― if you will be speaking about a project with a scheduled PUBLIC HEARING below Ø, you are highly encouraged to speak at that time) 6:05 3 Approval of Minutes: April 23, 2019 6:25 4 Site Plan Review A Project: Greenstar Project Changes 6:30 Location: 770 Cascadilla Street Applicant: Noah Demarest, Stream Collaborative (for owner) Actions: Approval of Project Changes Project Description: This project was approved by the Planning Board on June 26, 2018, with subsequent changes approved by the Board on March 26, 2019. The applicant is now returning to with requested items and to request additional changes. Project materials are available for download from the City website: https://www.cityofithaca.org/DocumentCenter/Index/774 B Project: Chain Works District Redevelopment Plan 6:50 Location: 620 S. Aurora St. Applicant: Jamie Gensel for David Lubin of Unchained Properties Actions: Presentation of Revised Phase 1 Public Hearing Potential Preliminary Approval of Conceptual Site Plan Project Description: The proposed Chain Works District is located on a 95-acre parcel traversing the City and Town of Ithaca’s municipal boundary. It is a proposed mixed-use development consisting of residential, office, commercial, retail, restaurant/café, warehousing/distribution, manufacturing, and open space. Completion of the Project is estimated to be over a seven-to-ten year period and will involve renovation of existing structures as well as new structures to complete a full buildout of 1,706,150 SF. The applicant applied for a Planned Unit Development (PUD) for development of a mixed-use district, and site plan review for Phase 1 of the development in 2014. The project also involves a Planned Development Zone (PDZ) in the Town and subdivision. This project is a Type I Action under the City of Ithaca Code, Environmental Quality Review Ordinance, §174- 6 (B)(1)(i),(j),(k),(n), (2), (6), (7),(8)(a)and (b) and the State Environmental Quality Review Act §617.4 (b)(2),(3), (5)(iii), (6)(i), and (iv), for which the Lead Agency issued a Positive Declaration of Environmental Significance on October 28, 2014. The Lead Agency held subsequently Public Scoping on November 18, 2014. The Lead Agency deemed the Draft GEIS adequate for public review on March 8, 2016, held the public hearing on March 29, 2016 and accepted comments until May 10, 2016. The Lead Agency filed a Notice of Completion for the FGEIS on March 5, 2019. The FGEIS includes the original DGEIS, all comments and responses on the DGEIS, revised information resulting from those comments, and updated information since the publication of the DEIS. The CITY OF ITHACA 108 E. Green St. — Third Floor Ithaca, NY 14850-5690 DEPARTMENT OF PLANNING AND DEVELOPMENT JoAnn Cornish, Director Planning & Development – 607-274-6550 Community Development/IURA – 607-274-6565 E-Mail: dgrunder@cityofithaca.org Start Times: Start times are approximate only — APPLICANTS are responsible for being available at whatever time(s) their agenda item(s) is actually discussed. Pg. 2 Out of consideration for the health of other individuals, please try to refrain from using perfume/cologne and other scented personal care products at City of Ithaca meetings. Thank you for your cooperation and understanding. "An Equal Opportunity Employer with a commitment to workforce diversification." Board adopted findings on March 26, 2019. The applicant is now proposing Phase 1 of the project which entails the rehabilitation of buildings 21 and 24. Project materials are available for download from the City website: http://www.cityofithaca.org/DocumentCenter/Index/119 C Project: North Campus Residential Expansion (NCRE) 7:10 Location: Cornell University Campus Applicant: Trowbridge Wolf Michaels for Cornell University Actions: Continuation of Site Plan Review (Jessup Road Elevations & Conditions of Approval) Project Description: The applicant proposes to construct two residential complexes (one for sophomores and the other for freshmen) on two sites on North Campus. The sophomore site will have four residential buildings with 800 new beds and associated program space totaling 299,900 SF and a 1,200-seat, 66,300 SF dining facility. The sophomore site is mainly in the City of Ithaca with a small portion in the Village of Cayuga Heights; however, all buildings are in the City. The freshman site will have three new residential buildings (each spanning the City and Town line) with a total of 401,200 SF and 1,200 new beds and associated program space – 223,400 of which is in the City, and 177,800 of which is in the Town. The buildings will be between two and six stories using a modern aesthetic. The project is in three zoning districts: the U-I zoning district in the City in which the proposed five stories and 55 feet are allowed; the Low Density Residential District (LDR) in the Town which allows for the proposed two-story residence halls (with a special permit); and the Multiple Housing District within Cayuga Heights in which no buildings are proposed. This has been determined to be a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”) §176-4 B.(1)(b), (h) 4, (i) and (n) and the State Environmental Quality Review Act (“SEQRA”) § 617.4 (b)(5)(iii) for which the Lead Agency issued a Negative Declaration on December 18, 2018 and granted Preliminary Site Plan Approval to the project on Mar ch 26, 2019. Project materials are available for download from the City website: http://www.cityofithaca.org/DocumentCenter/Index/811 D Project: Arthaus on Cherry Street 7:30 Location: 130 Cherry Street Applicant: Whitham Planning & Design Actions: Consideration of Preliminary & Final Site Plan Approval Project Description: The applicant proposes an as-of-right five-story building approximately 63 feet of height with gallery, office and affordable residential space at 130 Cherry Street, on the east side of the Cayuga Inlet. The site is currently the location of AJ Foreign Auto. The program includes ground floor covered parking for approximately 52 vehicles, plus 7,000 SF of potential retail/office and amenity space geared towards artists’ needs. Building levels two through five will house approximately 120 studio, one-bedroom and two-bedroom residential units. The total building square footage is 97,500 SF. All residential rental units will be restricted to renters earning 50 to 80 percent of the Area Median Income. The north edge of the property will include a publicly-accessible path leading to an inlet overlook. This has been determined to be a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance § 176-4B(1)(k), (h)[2], (n), and the State Environmental Quality Review Act (“SEQRA”) § 617.4(b)(11). Project materials are available for download from the City website: https://www.cityofithaca.org/DocumentCenter/Index/946 E Project: Student Housing 7:50 Location: 815 S. Aurora Street Applicant: Stream Collaborative, Noah Demarest for Project Sponsors Todd Fox & Charlie O’Connor Actions: Project Presentation Review of FEAF Parts 2 & 3 Pg. 3 Out of consideration for the health of other individuals, please try to refrain from using perfume/cologne and other scented personal care products at City of Ithaca meetings. Thank you for your cooperation and understanding. "An Equal Opportunity Employer with a commitment to workforce diversification." Project Description: The project applicant proposes a new 49-unit student housing complex (16,700 SF footprint) comprised of three buildings constructed on a hillside on the east side of Route 96B, overlooking the proposed Chain Works District. The proposed buildings will contain (2) efficiency units, (3) one -bedroom units, (10) two-bedroom units, (20) three-bedroom units and (14) four-bedroom units. Amenities will include a gym and media room, with access to an outdoor amenity space on the first floor of Building B, and a roof terrace and lounge on the fourth floor of Building B. The project site shares the 2.85 acre site with an existing cell tower facility, garages, an office and a one-bedroom apartment. Site improvements will include walkways and curb cuts to be tied into a public sidewalk proposed by the Town of Ithaca. Fire truck access is proposed at the existing site entry at the south end of the property, with a new fire lane to be constructed in front of the ends of buildings A & B at the northern end of the site. The project will include 68 parking spaces, as required by zoning. The property located in the R-3b zoning district. A variance will likely be required for a rear yard setback deficiency. This has been determined to be a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance §176-4(B)(1)(k), (n), (B)(2), and the State Environmental Quality Review Act (“SEQRA”) §617.4(b)(11). Project materials are available for download from the City website: https://www.cityofithaca.org/DocumentCenter/Index/982 F Project: Mixed Use Apartments (77 Units) 8:10 Location: 510 W MLK/ State Street Applicant: Stream Collaborative, Noah Demarest for Project Sponsors Todd Fox & Charlie O’Connor Actions: Project Presentation Declaration of Lead Agency Review - Draft FEAF Parts 2 & 3 Project Description: The applicant proposes to construct a 4- to 6-story building with a footprint of 13,730 SF and a GSA of approximately 74,700 SF. The project will have 2,100 SF of retail space on the first floor facing W State/ MLK Street and 77 housing units, permanently affordable to households making 50-70% Area Median Income (AMI). Building amenities include a community room, bike and general storage, a laundry room and a fifth floor lounge with access to a rooftop terrace. The project site has frontage on three streets (W State/MLK, Corn and W Seneca) and is in two zoning districts: CBD 60 in which the maximum height is 60’ and B-2d in which the maximum height is 40’. Neither zone has a prescribed number of stories. The project is subject to the Downtown Design Guidelines and will likely require an area variance for rear yard setback. This has been determined to be a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance §176-4 B(1)(h)[4], (k) & (n), and the State Environmental Quality Review Act (“SEQRA”) §617.4(b)(11). G 312 E Seneca Street – Sketch Plan 8:30 5 Old/New Business x Sexual Harassment Training x Board Retreat x Planning Board Recommendation on Proposal to Amend Sections of Chapter 325, Zoning, the City Municipal Code Pertaining to Proposed Revisions to the CBD 60 Zoning District on the 300, 400, and 500 Block of West State Street in the City of Ithaca 9:00 6 Reports A. Planning Board Chair B. BPW Liaison C. Director of Planning & Development 9:20 7 Adjournment 9:30 If you have a disability & would like specific accommodations to participate, please contact the City Clerk at 274-6570 by 12:00 p.m., no later than 2 days (not including weekends and holidays) ADOPTED RESOLUTION City of Ithaca Planning & Development Board Approval of Project Changes & Conditions Greenstar Cooperative Market 750-770 Cascadilla Street March 26, 2019 WHEREAS: the City of Ithaca Planning and Development Board approved the Greenstar Cooperative Market relocation Project with conditions on June 26, 2018, and WHEREAS: the applicant is now requesting project changes detailed in a February 8, 2019, submission from Stream Collaborative, on behalf of the owner, that include removal of the farm stand and forklift shed, modifications to the planting plan, minor site plan modifications, and minor changes to the exterior of the building (including fenestration), and WHEREAS: this has been determined to be a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”) §176-4 B.(1)(d) and the State Environmental Quality Review Act (“SEQRA”) § 617.4 (b)(10) and is subject to environmental review, for which the Planning Board, acting as Lead Agency made a negative determination of environmental significance on June 26, 2018, and WHEREAS: the Planning Board has determined that the proposed updates are consistent with the above referenced environmental determination and no further environmental review is required, and WHEREAS: the Planning Board granted approval on June 26, 2018, subject to the following conditions: i. Submission to the Planning Board of project details, including but not limited to building materials, lighting, signage, etc., and ii. Submission to the Planning Board of updated information regarding off-site improvements that are under the jurisdiction of NYSDOT and the adjacent property owner, and iii. Any work in the City Right of Way will require a Street Permit, and iv. Transformer, if needed, will be located such that it is not visible from the public right of way, and v. Bike racks must be installed before a Certificate of Occupancy is granted, and vi. A Staging Plan must be approved by Building and Engineering before issuance of a building permit, and vii. This site plan approval does not preclude any other permit that is required by City Code, such as sign permits, tree permits, street permits, etc. WHEREAS: the Planning Board has on March 26, 2019, reviewed and accepted as adequate the following new, revised drawings: “Layout Plan (L101),” “Planting Plan (L102),” “Site Elevations (L201),” “Site Elevations (L202),” “Site Details (L501),” “Perspectives (L901),” and “Perspectives (L902),” all revised and dated March 5, 2019, and all prepared by Stream Collaborative on behalf of the Owner, and other application materials, now, therefore be it RESOLVED: that the Planning Board does hereby approve proposed changes as detailed in the latest drawings referenced above, and be it further RESOLVED: that the following conditions will either be met before construction or a Certificate of Occupancy is issued, and any other project changes will be brought before the Planning Board for review: i. Submission to the Planning Board of project details, including but not limited to building materials, lighting, signage, etc., and ii. Submission to the Planning Board of a revised landscape and signage plan for the area formerly occupied by the farm stand, and iii. Submission to the Planning Board of a revised north elevation showing an architectural or decorative intervention to improve the look of the blank facade, and , iv. Submission to the Planning Board of updated information regarding off-site improvements that are under the jurisdiction of NYSDOT and the adjacent property owner, and v. Any work in the City Right of Way will require a Street Permit, and vi. Transformer, if needed, will be located such that it is not visible from the public right of way, and vii. Bike racks must be installed before a Certificate of Occupancy is granted, and vii. This site plan approval does not preclude any other permit that is required by City Code, such as sign permits, tree permits, street permits, etc. Moved by: Johnston Seconded by: Petrina In favor: Blalock, Glass, Johnston, Jones, Lewis, Petrina Against: None Abstain: None Absent: Elliott Vacancies: None 7R,WKDFD&LW\3ODQQLQJ%RDUG 6XEMHFW6LJQDQG3DUNLQJSURJUDPIRU&DVFDGLOOD6WUHHWORFDWLRQ 6WUHHW6LJQDJH'HVFULSWLRQ 3ODQQLQJ%RDUGUHVROXWLRQii. Submission to the Planning Board of a revised landscape and signage plan for the area formerly occupied by the farm stand 3ODFHPHQW &RUQHURI&DVFDGLOOD6WUHHWDQG5RXWH 2ULHQWHGWREHYLHZDEOHIURPERWK5RXWHDQG&DVFDGLOOD6WUHHWDSSURDFK 6L]H $SSUR[LPDWHO\¶ZLGH[¶WDOO 0DWHULDOV 0DWHULDOVZLOOFRPSOHPHQWWKHH[WHULRUSURJUDPDQGLQFOXGHWKH*UHHQ6WDU)RRG&RRSORJRDW PLQLPXP6LJQDJHZLOOEHLOOXPLQDWHGE\GRZQOLJKWLQJ 2WKHU 6LJQDJHVWUXFWXUHZLOOLQFOXGHFRPSOHPHQWDU\ODQGVFDSLQJDQGSHGHVWULDQVHDWLQJVXFKDVDSDUN EHQFK6LJQZLOOEHLOOXPLQDWHGE\GRZQOLJKWLQJ6NHWFKGHVLJQQRWDYDLODEOHDWWKLVWLPH 1RUWK)DFLQJ([WHULRU)DoDGH:HOFRPH6LJQ'HVFULSWLRQ 3ODQQLQJ%RDUGUHVROXWLRQSubmission to the Planning Board of a revised north elevation showing an architectural or decorative intervention to improve the look of the blank facade 3ODFHPHQW 'LVSOD\LQJDWOHDVW*UHHQ6WDU)RRG&RRSORJRDQG³:HOFRPHWR,WKDFD´ 6L]H ³:HOFRPHWR,WKDFD´ ¶ZLGH[¶WDOO1HHGGLPHQVLRQVRIFRQGHQVLQJXQLWVVKRZQ 0DWHULDOV $OXPLQXPFRPSRVLWHIDEULFDWLRQPRXQWHGWRVLGLQJ 2WKHU 5HIULJHUDWLRQFRQGHQVLQJXQLWVKRXVLQJZLOOEHSDLQWHGLQDFFRUGDQFHZLWKWKHVLGLQJFRORU SDOHWWH7KHUHGVLGLQJQHHGVWREHVKRZQWRUXQWKHOHQJWKRIWKHIDoDGH6LJQZLOOQRWEH LOOXPLQDWHGRULOOXPLQDWHGE\GRZQOLJKWLQJ 3DUNLQJ/RW3URJUDP&KDQJHV x([WHQGFRQFUHWHDSURQWRPDLQWDLQ5LFN¶V5HQWDODFFHVV x'HOHWHZRRGHQEROODUGVIURPSDUNLQJORWSURJUDP x5HSODFHZRRGHQEROODUGVZLWKOLWPHWDOEROODUGV x,QVWDOOZKHHOVWRSVDWHYHU\SDUNLQJVSDFHDORQJHDVWHQWU\VLGHZDON 212’approx. 430 sq.ft.62’10’38.992 Certifications • Mounting Plate disconnects from tube entirely • Terminal block on mounting bracket for quick and easy connections Easy-To-Install • Airtight LED compartment to prevent fogging, condensation, or water build up • UV resistant polycarbonate lens provides optimal light transmission and protection Durable • Security • Entryways • Perimeter lighting Recommended Use• Designed to work with all RUUD and e-conolight bollards • The 3 anchor bolts are 120˚ apart in industry-standard configuration Flexible Install This DLC approved traditional style LED bollard has precision designed options for an optimal and even beam spread. Flexible, Durable, and Easy to InstallBOLLARDSLED Bollard Replaces 100W MH E-BBA Series 1501 96th Street, Sturtevant, WI 53177 | Phone (888) 243-9445 | Fax (262) 504-5409 | www.e–conolight.com ƍÝńĭƇƪŸŕāƍûƇžɕğğŕŸāÝùńƪŸĭûĈāɚ ÊsUsIɔ"ÝōûĈŸÝōāĈŴŸŕāƍûƇĭƣĈQÝŸŋɫƤƤƤɚŴɄɃƤÝŸōĭōġžɚûÝɚġŕƣ WARRANTY UL LISTED DLC 5-Year Limited Wet Locations Yes ÊÝŸŸÝōƇƪʮ"ĈŸƇĭğĭûÝƇĭŕōž HOUSING Durable aluminum housing DISTRIBUTION/ BEAM ANGLE 360˚ spread LENS ASSEMBLY UV resistant polycarbonate lens MOUNTING Mounts using included anchor bolts. 3 bolt system compatible with RUUD and e-conolight bollards GĭƩƇƍŸĈ¤ŴĈûĭğĭûÝƇĭŕōž INPUT VOLTAGE 120V 208V 240V 277V "ƍŸŸĈōƇ(ŸÝƤ(Amps)0.15A 0.09A 0.08A 0.07A OPERATING RANGE LIFESPAN L70 AT 25˚C (77˚F) POWER FACTOR TOTAL HARMONIC DISTORTION DIMMABLE -30˚C (-22˚F) - 50˚C (122˚F)>100,000 hours › 0.9 ‹ 20%No 1ńĈûƇŸĭûÝńĈŸğŕŸŋÝōûĈ DIMENSIONS PRODUCT WEIGHT TYPICAL SPACING 36" Qx 8” (U18 lbs.Less than or equal to 25’ ¤ĈŸĭĈž{ƣĈŸƣĭĈƤ "{{iÊQU1 s1³iÊQU1 ɃȾȾȾf ɂȾȾȾf ɁȾȾȾf ÊqÊQU1 "{1i1( "{i{1q1³1 ɧ""ɨ 36"Q 36"Q 8"(ĭÝ8"(ĭÝ BOLLARDSE-BBA Series Due to continuous product improvement, information in this document is subject to change. Revision Date: 05/25/18 1501 96th Street, Sturtevant, WI 53177 | Phone (888) 243-9445 | Fax (262) 504-5409 | www.e–conolight.com SKU LIGHT OUTPUT COLOR TEMP (See chart) POWER CONSUMPTION COLOR ACCURACY REPLACES STYLE FINISHING E-BBA02A-50D8FK 2000 Lumens Cool White (5000K) 18W * 80 CRI 70W MH, 100W MH Flat Black E-BBA02A-40D8FK Neutral White (4000K) E-BBA02A-30D8FK Warm White (3000K) E-BBA02A-50D8RK Cool White (5000K) RoundE-BBA02A-40D8RK Neutral White (4000K) E-BBA02A-30D8RK Warm White (3000K) E-BBA02A-50D8FZ Cool White (5000K) Flat Bronze E-BBA02A-40D8FZ Neutral White (4000K) E-BBA02A-30D8FZ Warm White (3000K) E-BBA02A-50D8RZ Cool White (5000K) RoundE-BBA02A-40D8RZ Neutral White (4000K) E-BBA02A-30D8RZ Warm White (3000K) {ƍƇŴƍƇ¤ŴĈûĭğĭûÝƇĭŕōž BOLLARDSE-BBA Series Due to continuous product improvement, information in this document is subject to change. Revision Date: 05/25/18 1501 96th Street, Sturtevant, WI 53177 | Phone (888) 243-9445 | Fax (262) 504-5409 | www.e–conolight.com ^ƚƌĞĞƚ^ŝŐŶĂŐĞZĞƉůĂĐŝŶŐĨĂƌŵƐƚĂŶĚ /2$',1*'2&./2$',1*'2&.5HWDLQLQJ:DOO1/2$',1*'2&.111111111111111(1/2$',1***'2&.2$',1*/2$2$2$'2$'$'$'$',1*$',1*1*1*2&.'2&2&2&.2&.&.&...5HWDLQLQJ5HWDLQLQJ:DOOO11$'2$'$'$',1*$',1*/2&.'2&.&.&.&.'2'11111111((#ABN#FIGURE 2.1-2ACONCEPTUAL SITE PLAN LAYOUT [CITY] Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, New York 14850 ph: 607.277.1400 www.twm.la May 10, 2019 Lisa Nicholas, Senior Planner Planning Division, City of Ithaca, 108 E. Green Street, 3rd Floor Ithaca, NY 14850 Dear Lisa, JoAnn, and members of the City of Ithaca Planning and Development Board Attached please find information regarding the NCRE project. Again, thank you for all of your time, attention and dedication to date. The materials in this package (and the package in April) provide the information necessary to fulfill the design conditions for final site plan approval. We anticipate reviewing the material at the PRC and Planning Board meetings in May, and request consideration of Final Site Plan approval at the Planning Board’s June meeting. In the pages following you will find a summary of the approvals process progress structured to align with the conditions per your preliminary approval resolution. In addition to drawings requested as condition(s) of approval, an updated technical drawing set of the site plans is included. We are targeting the following schedule moving forward: Early May – Applicant submission, remainder of materials (this package) Mid May – Target date for completion of all MOU/Regulatory conditions May 26th Planning Board – No action. Review submitted materials against conditions of approval, Akwe:kon wall and Jessup Road Elevation June – submit additional materials if necessary, attend June 13th PRC as necessary June 25th Planning Board – Consideration of Final Site Plan Approval If you have any questions or require further information, please do not hesitate to call. We are looking forward to reviewing the design conditions for the project at your May 28th meeting where we plan to make a presentation. A copy of this letter and all of the materials will also be sent to the Village of Cayuga Heights and the Town of Ithaca. Sincerely, Kimberly Michaels Principal Cc: Susan Ritter, Town of Ithaca Brent Cross, Village of Cayuga Heights 22 of 6 PPLANNING BOARD QUESTIONS Request that the material (concrete) for the proposed retaining wall on Triphammer at Akwe:kon be reconsidered. The Akwe:kon driveway retaining wall has been changed from concrete to natural stone. The design team believes that stone is contextual with other site walls along Triphammer Road and will feel appropriate to the neighborhood. The wall is only 30” high at its tallest height. This change is reflected in the attached technical drawings. An updated visualization of the driveway and wall will be presented at the May Planning Board meeting. Request for additional information regarding ADA access. This was provided in the April submission materials. Request for additional discussion regarding Jessup Road façade, specifically, how the building meets the ground plane. Scheduled for discussion at the May PRC and planning board meetings. SITE PLAN REVISIONS/UPDATES In addition to drawings and materials requested as condition(s) of approval, an updated technical drawing set of the site plans is included. The following changes/additions to the plans have been made: Fire Access diagrams – Included in the set is a copy of the fire access plans approved by Tom Parsons, Fire Chief for the City of Ithaca. ADA diagram – An ADA diagram is included in the drawing set. This diagram is consistent with the information presented to the Planning Board in response to questions about accessible routes. Site paving material changes - As presented at April’s Planning Board meeting, the project now includes concrete and porous pavers over structural soil at primary plaza spaces in lieu of asphalt. These updates are captured in the updated illustrated plan and the layout/materials plans. Minor grading adjustments - as requested by the municipal reviewing SWPPP engineers Updated site demolition plans – Coordination with necessary points of construction access has revealed the need to remove six additional trees, five of which are in the City of Ithaca. Two of them are larger than 8” caliper. These removals have been added to the demolition plans. In general, the project still includes replacement of more trees than are removed for the project. The planting plans have been updated to include additional trees in response to these removals as well (see updated planting plans). Updated Planting Plans – The technical drawing set includes the most recent planting plans. There have been no major changes to the planting plans. Some landscaping has been added 33 of 6 in the Town at the request of the Town Planning Board. Also, replacements have been added to the planting plan in response to the removals noted above. The two largest tree removals occur between Akwe:kon and Builidng 2A-2B. Replacement landscaping is proposed to be decided in coordination with Akwe:kon. The exact planting is not yet known, as the design team would like to seek input from Akwe:kon before finalizing what is selected. The intent is to provide a level of replacement in the form of multiple trees at approximately 3-4” caliper. In addition, two street trees have been added to replace two removals near the Jessup Road- Sisson Place intersection and one tree has been added to replace an additional removal along Cradit Fam Drive. DDESIGN CONDITIONS FOR FINAL SITE PLAN APPROVAL Submission to the Planning Board of colored building elevations of all facades in the City of Ithaca, keyed to building materials. Rendered building elevations keyed to building materials are included in this package. Submission of locations, designs, and details of any proposed signage associated with the project; Site signage plans are included in this package. Potential future wayfinding and/or building signage has not yet been designed. Submission of final exterior lighting plans, details and photometrics demonstrating dark sky compliance and showing that no spillage occurs onto adjacent properties, and that nighttime lighting of buildings does not impact adjacent city neighborhoods; Outdoor lighting temperature will be 3000k. Lighting photometrics, details and cuts sheets are included in this package. Documentation of progress for the following transportation improvements in the [City] of Ithaca [and Village of Cayuga Heights]; o Provide a larger bus pull-off on Jessup Road (Cornell owned) in front of RPCC. The bus pull- off currently shown only accommodates one bus at a time. The Applicant will work with TCAT to add two buses to the North Campus routes to accommodate the increase in the student population o Provide improved crosswalks along Jessup Road between the Project Site and the Townhouses to the north o Widen Cradit Farm Drive (a Cornell-owned road) in front of Appel Commons and Helen Newman Hall to provide bicycle lanes, bus pull-offs on both sides and improve pedestrian crossings. This section of Cradit Farm Drive is the only section without bicycle lanes. Cradit Farm Drive is along major bus routes and has heavy pedestrian traffic. All of the work described here has already been incorporated into the design documents. The drawing set submitted on February 8, 2019 and today includes a larger bus pull-off on Jessup Road in front of RPCC. It also includes improved pedestrian crosswalks along Jessup between the project site and the Townhouses to the north. It also includes widening Cradit Farm drive in front of Appel Commons and Helen Newman Hall and provides bicycle lanes, bus pull-offs and improved pedestrian crossings. 44 of 6 The Planning Board encourages Cornell to work with the City of Ithaca to make the additional sidewalk improvements recommended by the transportation engineer in an email dated 9-12-18 The italics following is the list of the recommended sidewalk improvements quoted directly from the City traffic engineer email dated 9-12-18. Project responses are in regular print. x An ADA Ramp is needed at Wait Ave and Triphammer Rd Intersection on the east side. Cornell agrees to complete this work prior to certificate of occupancy for Site 1. x The sidewalk along Wait Ave 300 block on the east side has surface defects on approximately 10% of the sidewalk. Cornell agrees to complete this work prior to certificate of occupancy for Site 1. x The 100 block of Triphammer Rd between Wait Ave and Sisson Pl. has a 4 foot wide broken sidewalk--this should be replaced with a 5 wide sidewalk. Cornell agrees to complete this work prior to certificate of occupancy for Site 1. x Curb ramps on Triphammer Road crossing Sisson Pl intersection lacks detectable warnings on the curb ramps. Cornell agrees to complete this work prior to certificate of occupancy for Site 1. x The sidewalk network on the east side of the 100 block of Triphammer Rd between Sisson Pl. and Jessup Rd must be completed. For several reasons, the team respectfully requests that Cornell not be required to add sidewalk in this location. Grades are challenging. A sidewalk would require cutting of a steep slope and installation of retaining walls. There are utility poles directly in the path of a potential sidewalk. Vegetation would be heavily impacted as a result of the work necessary to build a sidewalk in this location. In addition, Cornell only owns a portion of the property along this route, and the portion they own is not contiguous to the existing walk. x At the Jessup Rd. and Triphammer Rd. intersection, 4 new ADA ramps are needed. Cornell agrees to complete this work prior to certificate of occupancy for Site 1. Identification on the site plans of the limits of the water/sewer main and/or roadway dedications (if applicable). All applicable dedicated infrastructure must be in conformance with City of Ithaca rules and regulations; At this time, there are no water/sewer main and/or roadway dedications included in the project and none are anticipated. MUNICIPAL/AGENCY/REGULATORY CONDITIONS FOR FINAL SITE PLAN APPROVAL Submission of written documentation from the Village of Cayuga Heights and City of Ithaca Fire Chiefs, confirming that the proposed fire access plan shown on Sheet L0.03 and fire access-truck turning plan shown on Sheet L0.04 are both adequate for emergency response purposes, and that the Village of Cayuga Heights and City of Ithaca have coordinated emergency responses to the project site; 55 of 6 The City of Ithaca Fire Chief has confirmed the proposed site plans are adequate for emergency response purposes. Approved fire access plans from the City Chief were submitted on March 15, 2019 and also included again for convenience in the attached technical drawing set. It is the design team’s current understanding that the Town and City of Ithaca have agreed that the City of Ithaca Fire Department will be responsible for fire protection for the entire project. We believe that the MOU currently in progress between the City and Town is addressing this item. George Tamborelle, Fire Chief for the Village of Cayuga Heights, has reviewed the fire access plans provided by TWMLA. In addition, he has discussed response and service with both Tom Parsons (City of Ithaca Fire Chief) and Bruce Bates (codes enforcement, Town of Ithaca). He has stated that he approves of the plans. His communication is attached. Submission to the Planning Department of a fully executed Memorandum of Understanding (MOU) among the City of Ithaca and Cornell University memorializing a joint commitment to develop and approve a reasonable pedestrian improvement plan for the intersections of Thurston Avenue (City Owned) and Cradit Farm Drive and Thurston Avenue and Wait Avenue (City owned) that contains schedule milestones for Cornell, at its own expense, to: o Hire consultants to oversee the project o Develop preliminary and final project design documents in coordination with involved parties o Prepare construction documents o Construct project This is in progress by Cornell. Anticipated completion by mid-May. Documentation that TCAT will add two buses to the North Campus Routes to accommodate the increase in student population; A letter from TCAT stating that they intend to meet increased demand as a result of the NCRE project is attached. In addition, a letter from TCAT was previously included in submitted documents (February 8, 2019). The letter also stated TCAT’s intention to meet increased demand on North Campus. Submission of a written commitment from Cornell University to facilitate and fund a project to replace and upgrade the Jointly Owned (City and Town of Ithaca) Thurston Avenue Sewer Interceptor, as specified in the memo written by Erik Whitney, P.E., City of Ithaca Assistant Superintendent of Public Works, Water and Sewer Division to Kim Michaels, RLA, Trowbridge Wolf Michaels, dated 10/12/18, subject to project revisions by the City and Town of Ithaca; This is in progress by Cornell. Anticipated completion by mid-May. Full execution of a Memorandum of Understanding (MOU) between the City of Ithaca and Town of Ithaca specifying responsibility for all building permits, certificates of occupancy, certificates of compliance, and all code-related inspections; The project team believes that this is moving forward. We are not aware of the timeline the City and Town have set for this item. 66 of 6 Receipt of preliminary site plan approval by the Town of Ithaca and Village of Cayuga Heights for the elements of the project located within those municipalities; Preliminary approval has been granted by the Town of Ithaca. Final site plan approval in the Village of Cayuga Heights was granted at the April 22nd Village Planning Board meeting. Review and approval by the City Engineer of the Stormwater Pollution Prevention Plan (SWPPP); Scott Gibson, City SWPPP engineer, has reviewed the plans and has communicated to the design team that he is satisfied with the stormwater design. Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE TYPE - EL1 LIGHT FIXTURE CUTSHEETS 265100 - 1 Site, Utility, Landscape, Foundations Package- 03.01.2019 Octagonal Options A ORDERING INFORMATION BUILDING A PART NUMBER 22 = 2200 K 30 = 3000 K 40 = 4000 K 45 = 4500 K 60 = 6000 K Spring City Octagonal LED 1 OCTAGONAL LED 34” 20” One South Main St Spring City, PA 19475 610-948-4000 For additional size information please visit www.springcity.com BC D EF Finial Options G H I J K L CU = Powder Coat CW = Custom Wet Paint BG = Bottle Green CB = Classic Black DB = Dark Bronze GI = Gray Iron LB = Long Beach Blue CR3 = Type III CR4 = Type IV CN5 = Type V Number of Boards Optics Panel Material Panel Type Finial Finish X2 CR3 P SDP FED CULE100 45 Style ALMEDM Lamping Voltage Color Temperature EV1 X2 = 2 boards X5 = 5 boards LE020 = 20 W LE030 = 30 W LE040 = 40 W LE060 = 60 W LE065 = 65 W LE080 = 80 W LE095 = 95 W LE100 = 100 W LE120 = 120 W LE125 = 125 W *custom available PLO = Clear PLF = Fully Frosted PBP = Pebbled SDP = Seeded STP = Stippled WHP = White XXX = Custom F03 = G Cast Ball FGV = H Grandview Finial FNA = I North Ave FED = J Standard Edgewater FSA = K Standard Savannah FHB = L Standard Harrisburg/Baltimore XXX = N Modifier EV1 = 120 V EV8 = 208 V EV2 = 240 V EV7 = 277 V EV4 = 480 V ALMEDM = ALMEDL = ALMWMM = ALMWML = ALMSVH = C Savannah ALMHRB = D Harrisburg Baltimore ALMHRR = E Harrisburg ALMDPM = F Dana Pointe B William and Mary AEdgewater P=Polycarbonate Y=Acrylic Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE TYPE - EL1 LIGHT FIXTURE CUTSHEETS 265100 - 2 Site, Utility, Landscape, Foundations Package- 03.01.2019 LIGHT FIXTURE TYPE - EL1 BASE MOUNTING DETAIL Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE CUTSHEETS 265100 - 3 Site, Utility, Landscape, Foundations Package- 03.01.2019 BASE MOUNTING DETAIL - TYPICAL ALL POLE MOUNTED LUMINAIRES, U.O.N. LIGHT FIXTURE TYPE - EL1 BASE MOUNTING DETAIL Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE CUTSHEETS 265100 - 4 Site, Utility, Landscape, Foundations Package- 03.01.2019 3529,'($63$5(6&+('8/(39&&21'8,72872)32/( %$6(0,1,080%(/2:*5$'($1'&$3)25)8785(86( 6&+('8/(39&&21'8,7 ',$&21&5(7(32/(%$6( 6&+('8/(39&&21'8,7 $1&+25%2/766833/,('%</,*+732/(0$18)$&785(5 6&+('8/(39&&21'8,786(/21*5$',86(//6 (;27+(50,&:(/' %$5(&233(5*5281' 127( 81',6785%('25&203$&7('68%*5$'( &283/,1*:,7+)(0$/(7+5($'6$7(;7(5,25 5(,1)25&(0(17$6 5(48,5('%<(1*,1((5 75$&($%/((/(&75,&$/:$51,1*7$3( %(/2:*5$'(29(5$//&21'8,75816 6(('(7$,/32/($1&+25,1* 6+$53&872))7<3( 6((0$18)$&785,1*63(&6 )25$1&+2552'63(532/( 3529,'(*$/9$1,=(' +$5':$5( %5220),1,6+(;326(' 722/('('*(5$',86 ),1,6+('*5$'( 0,1'(37+6),1$/6,=(%< (1*,1((5%$6('2162,/ &21',7,216$1'32/( (;326($1&+25%2/76$6 5(48,5('726(&85(%$6( 6&+('8/(39&&21'8,7)25*5281'&21'8&7253529,'( ',$0(7(5&233(5:(/'*5281'52')7/21*%21'('72/,*+732/( $1'*5281',1*&21'8&725'5,9(,181',6785%('62,/ 6&+('8/(39&%(/2:*5$'(:,7+ 0,1,0806$1'21$//6,'(686()25$//52$' $1''5,9(:$<&5266,1*686(/21*5$',86(//6 $$ 3/$19,(: 6(&7,219,(: $ &21&5(7(63(&,),&$7,216 0,1) &36,#'$<60$;:& (175$,1('$,5 (:7 )2532/(6 72 )2532/(6 72 (:7 )2532/(68372 5(,1)25&(0(17'(7$,/(' %<(1*,1((50,1::); :;:&251(//8 1 ,9( 5 6,7<)281 '('$' &251(//81,9(56,7< '(6,*1$1'&216758&7,2167$1'$5'6 5(9,(:('%< '$7('$7( 5(9,6('%< 6&$/(121( 35(&$67&21&5(7(32/(%$6( -% -$% BASE MOUNTING DETAIL - TYPICAL ALL POLE MOUNTED LUMINAIRES, U.O.N. LIGHT FIXTURE TYPE - EL1 BASE MOUNTING DETAIL Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE CUTSHEETS 265100 - 5 Site, Utility, Landscape, Foundations Package- 03.01.2019 BASE MOUNTING DETAIL - TYPICAL ALL POLE MOUNTED LUMINAIRES, U.O.N. Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE TYPE - EL2 LIGHT FIXTURE CUTSHEETS 265100 - 8 Site, Utility, Landscape, Foundations Package- 03.01.2019 A B C Single light building element Lamp A B C Anchorage 88 977 19.2W LED 3 3Ű4 x 61Ű8 43 3 Ű8 181 79 802 Post Construction: One piece thick walled aluminum extrusion with a die-cast end cap at the top and internal, heavy wall cast aluminum support pieces at the SROHEDVH'LHFDVWLQJVDUHPDULQHJUDGHFRSSHUIUHHƀFRSSHUFRQWHQW $DOXPLQXPDOOR\ Enclosure: Clear safety glass. The lamp enclosure is die-cast and extruded aluminum welded together to form a water tight lamp enclosure. The lens is attached to an aluminum frame that is hinged to the lamp enclosure. The lens frame is secured with stainless steel captive screws threaded into a stainless steel insert. Fully gasketed for weather tight operation using molded VLOLFRQHUXEEHUJDVNHW7KHHQWLUHODPSHQFORVXUHURWDWHVIURPKRUL]RQWDO Electrical: :/('V\VWHPZDWWV&VWDUWWHPSHUDWXUHVWDQGDUG/(' FRORUWHPSHUDWXUHLV.ZLWKD!&5,$YDLODEOHLQ.!&5,DGG VXIIL[.WRRUGHU,QWHJUDOHOHFWURQLF9WKURXJK 9/('GULYHUDQGVXUJHSURWHFWLRQ9GLPPLQJ Note: Due to the dynamic nature of LED technology, LED luminaire data on this sheet is subject to change at the discretion of BEGA-US. For the most current technical data, please refer to www.bega-us.com. Anchor base: Supplied with an 79 anchorage, consisting of a heavy gauge ZHOGHGDVVHPEO\RIWKLFNJDOYDQL]HGVWHHO7KHOXPLQDLUHVOLSILWVRYHUWKH EDVHDQGLVVHFXUHGE\HLJKWVWDLQOHVVVWHHOIDVWHQHUV Finish: All BEGA standard finishes are polyester powder coat with minimum 3 mil WKLFNQHVV$YDLODEOHLQIRXUVWDQGDUG%(*$FRORUV%ODFN%/.:KLWH:+7 %URQ]H%5=6LOYHU6/97RVSHFLI\DGGDSSURSULDWHVXIIL[WRFDWDORJQXPEHU Custom colors supplied on special order. UL listed for US and Canadian Standards, suitable for wet locations. 3URWHFWLRQFODVV,3 Luminaire Lumens: 2352 Light building element with LEDs Type: BEGA Product: Project: 9ROWDJH Color: Options: Modified: BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 FAX (805) 566-9474 www.bega-us.com ©copyright BEGA Updated LIGHT FIXTURE TYPE - EL2 BASE MOUNTING DETAIL Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE CUTSHEETS 265100 - 9 Site, Utility, Landscape, Foundations Package- 03.01.2019 Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE TYPE - EL3A, EL3B LIGHT FIXTURE CUTSHEETS 265100 - 11 Site, Utility, Landscape, Foundations Package- 03.01.2019 Product LED Code Voltage Nominal Color Temperature ŝƐƚƌŝďƵƟŽŶ Finish1 Drive Current Code 2 KƉƟŽŶƐ AR13 4M2 6M2 10M2 15M2 18M2 20M2 MV HV 120-277V 347-480V WW NW CW 3000K 4000K 5000K 2 3 4 5 Type 2 Type 3 Type 4 Type 5 BK DB WH GY NA Black Dark Bronze White Gray Natural Aluminum 350 530 700 HSS3 FDC4 FFA5 PCR6 PCR76 PCR7-CR7 MSL78 MSL38 PND19 PND29 PND39 ORR ORL WL House Side Shield (Factory Installed) Fixed Drive Current Full Field Adjustability NEMA Photocontrol Receptacle ANSI 7-wire Photocontrol Receptacle Control Ready 7-wire Photocontrol Receptacle DŽƟŽŶ^ĞŶƐŽƌǁŝƚŚ>ϳ>ĞŶƐ DŽƟŽŶ^ĞŶƐŽƌǁŝƚŚ>ϯ>ĞŶƐ Part-Night Dimming Part-Night Dimming Part-Night Dimming KƉƟĐƐZŽƚĂƚĞĚZŝŐŚƚ KƉƟĐƐZŽƚĂƚĞĚ>ĞŌ hƟůŝƚǇtĂƩĂŐĞ>ĂďĞů KƌĚĞƌŝŶŐ/ŶĨŽƌŵĂƟŽŶ ^ĂŵƉůĞĂƚĂůŽŐEŽ͘ZϭϯϲDϮDsEtϱ<ϳϬϬD^>ϯ Luminaire Data Weight 15.4 lbs [7 kg] EPA Ϭ͘ϰϳŌ 2 8.0 in[203 mm]8.7 in[220 mm]Project Type Catalog No. ARIETA™13 Architectural LED Area Luminaire ZϭϯDϮ^ĞƌŝĞƐ^ƉĞĐŝĮĐĂƟŽŶĂƚĂ^ŚĞĞƚ 3.8 in[96 mm]13.5 in[343 mm]14.3 in [363 mm] 25.6 in [650 mm] Accessories* HSSAR133,10 RPA10 PTF110 PTF210 PTF410 WM10 BSK LLPC11 SC FSIR100 House Side Shield Round Pole Adapter ^ƋƵĂƌĞWŽůĞdŽƉ&ŝƩĞƌ^ŝŶŐůĞ ^ƋƵĂƌĞWŽůĞdŽƉ&ŝƩĞƌdǁŝŶĂƚϭϴϬΣ ^ƋƵĂƌĞWŽůĞdŽƉ&ŝƩĞƌYƵĂĚ Wall Mount Bird Deterrent Spider Kit >ŽŶŐͲ>ŝĨĞdǁŝƐƚ>ŽĐŬWŚŽƚŽĐŽŶƚƌŽů dǁŝƐƚ>ŽĐŬ^ŚŽƌƟŶŐĂƉ DŽƟŽŶ^ĞŶƐŽƌŽŶĮŐƵƌĂƟŽŶdŽŽů *Accessories are ordered separately and not to be included in the catalog number Notes: ϭůĂĐŬ͕ĂƌŬƌŽŶǌĞ͕tŚŝƚĞ͕'ƌĂǇ͕ŽƌEĂƚƵƌĂůůƵŵŝŶƵŵƐƚĂŶĚĂƌĚ͘ŽŶƐƵůƚĨĂĐƚŽƌǇĨŽƌŽƚŚĞƌĮŶŝƐŚĞƐ͘ 2 ^ƉĞĐŝĮĞĚĚƌŝǀĞĐƵƌƌĞŶƚĐŽĚĞŝƐƚŚĞĨĂĐƚŽƌǇƐĞƚŵĂǆŝŵƵŵĚƌŝǀĞĐƵƌƌĞŶƚ͘&ŝĞůĚĂĚũƵƐƚĂďůĞĐƵƌƌĞŶƚƐĞůĞĐƚŽƌ ĞŶĂďůĞƐƐƚĂŶĚĂƌĚĚŝŵŵŝŶŐƚŽůŽǁĞƌǁĂƩĂŐĞĚƌŝǀĞĐƵƌƌĞŶƚƐŽŶůǇ͘ŽŶƐƵůƚĨĂĐƚŽƌǇŝĨǁĂƩĂŐĞůŝŵŝƚƐƌĞƋƵŝƌĞĂ special drive current. ϯ&ůƵƐŚŵŽƵŶƚĞĚƐŚŝĞůĚĨĂĐƚŽƌǇŝŶƐƚĂůůĞĚ͕ĂůƐŽĂǀĂŝůĂďůĞĨŽƌĮĞůĚŝŶƐƚĂůůŝŽŶ͘,ŽƵƐĞ^ŝĚĞ^ŚŝĞůĚĐƵƚƐůŝŐŚƚŽīĂƚ ϭͬϮŵŽƵŶƟŶŐŚĞŝŐŚƚďĞŚŝŶĚůƵŵŝŶĂŝƌĞ͘ ϰEŽŶͲĮĞůĚĂĚũƵƐƚĂďůĞĚƌŝǀĞĐƵƌƌĞŶƚ͘^ƉĞĐŝĨǇϯϱϬŵ͕ϱϯϬŵŽƌϳϬϬŵƐĞƫŶŐ͘ ϱdŚĞ&&ŽƉƟŽŶĞŶĂďůĞƐĨƵůůĮĞůĚĂĚũƵƐƚĂďŝůŝƚǇĨƌŽŵƚŚĞƐƉĞĐŝĮĞĚĚƌŝǀĞĐƵƌƌĞŶƚĐŽĚĞƚŽĂůůĚƌŝǀĞĐƵƌƌĞŶƚƐ ĂǀĂŝůĂďůĞ͘dŚŝƐŽƉƟŽŶŝƐŶŽƚ>ƋƵĂůŝĮĞĚ͘ 6 &ŝĞůĚĂĚũƵƐƚĂďůĞĐƵƌƌĞŶƚƐĞůĞĐƚŽƌŝŶĐůƵĚĞĚƚŽĞŶĂďůĞƐƚĂŶĚĂƌĚĚŝŵŵŝŶŐƚŽůŽǁĞƌǁĂƩĂŐĞĚƌŝǀĞĐƵƌƌĞŶƚƐ ŽŶůǇ͘&ŝĞůĚĐŚĂŶŐĞĂďůĞĐŽŶŶĞĐƚŽƌƐŝŶĐůƵĚĞĚƚŽĞŶĂďůĞĐŽŶŶĞĐƟŽŶƚŽWZϳ;ǁŝƌĞůĞƐƐŶŽĚĞĚŝŵŵŝŶŐŝƐ ĚŝƐĂďůĞĚďǇĚĞĨĂƵůƚͿ͘ ϳŽŶƚƌŽůͲƌĞĂĚǇǁŝƌĞĚĂƚĨĂĐƚŽƌǇĨŽƌǁŝƌĞůĞƐƐŶŽĚĞĚŝŵŵŝŶŐ͘^ƵƉƉůŝĞĚĂƚŵĂǆŝŵƵŵĚƌŝǀĞĐƵƌƌĞŶƚ͘/ĨůŽǁĞƌ ĚƌŝǀĞĐƵƌƌĞŶƚŝƐƌĞƋƵŝƌĞĚ͕ĐŽŶƐƵůƚĨĂĐƚŽƌǇ͘ ϴDŽƟŽŶ^ĞŶƐŽƌĂǀĂŝůĂďůĞǁŝƚŚDs͘^ĞĞ>ϳŽƌ>ϯ>ĞŶƐĐŽǀĞƌĂŐĞĚĞƚĂŝůƐŽŶƉĂŐĞϱ͘ŽŶƐƵůƚĨĂĐƚŽƌǇĨŽƌD^ ƐƉĞĐŝĮĞĚǁŝƚŚE^/ϳͲǁŝƌĞWŚŽƚŽĐŽŶƚƌŽůZĞĐĞƉƚĂĐůĞ͘WZŽƉƟŽŶŝƐƌĞƋƵŝƌĞĚĨŽƌKŶͬKīĐŽŶƚƌŽůƵƐŝŶŐůŝŐŚƚ ĚĞƚĞĐƟŽŶ͘ ϵ&ŽƌWEƉƌŽĮůĞŽƉƟŽŶƐƐĞĞƉĂŐĞϲ͘KŶůǇĂǀĂŝůĂďůĞǁŝƚŚDs;ϭϮϬͲϮϳϳsͿ͘ ϭϬ^ƉĞĐŝĨǇŽůŽƌ;'z͕͕<͕t,͕EͿ ϭϭ^ƉĞĐŝĨǇDs;ϭϮϬͲϮϳϳsͿŽƌ,s;ϯϰϳsŽƌϰϴϬsͿ ΞϮϬϭϴ>ĞŽƚĞŬůĞĐƚƌŽŶŝĐƐh^>>͘ ZϭϯͺDϮ^ĞƌŝĞƐͺ^ƉĞĐ^ŚĞĞƚͺϬϯϭϵϭϴ͘^ƉĞĐŝĮĐĂƟŽŶƐƐƵďũĞĐƚƚŽĐŚĂŶŐĞǁŝƚŚŽƵƚŶŽƟĐĞ͘ Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE TYPE - EL3A, EL3B LIGHT FIXTURE CUTSHEETS 265100 - 12 Site, Utility, Landscape, Foundations Package- 03.01.2019 PAA4 SERIES 4” Straight Round Aluminum Pole PAA4 MODEL# POLE SELECTION STANDARD COLORS WHT Snow white BKT Jet black BZT Bronze MST Matte silver GRT Titanium gray DGT Gun metal CHT Champagne SGT Steel Gray OPTIONAL COLORS5 Wood grain finishes Max. 18 ft (5.5 M) NMR Mahogany red NMO Maple oak NTW Teak wood CUSTOM COLORS CS Custom color RAL RAL# color (Refer to color chart) FINISH POLE SELECTION ANCHOR BOLTS: 3/4”-10 X 18” lg. X 3” leg. ELECTRICAL ACCESSORIES FS Fuse1 PH Photocell1 GFI Ground fault circuit interruption receptacle2 CGF Ground fault circuit interruption with clear in-use cover2 BNR Vertically adjustable 24” banner support (single arm at top)3 2BNR Two vertically adjustable 24” banner supports (arm at top & bottom)3 BNF Fixed 24” banner support (single arm at top)4 2BNF Two fixed 24” banner supports (arm at top & bottom)4 BNF180 Two fixed 24” banner supports at 180º (arms at top only)4 2BNF180 Four fixed 24” banner supports at 180º (arms at top & bottom)4 OPTIONS NOTES 1- PH: Photocell and/or FS: Fuse options are installed by default with pole when specified with luminaire. (Factory may change location as per design requirement.) 2- GFI and CGF options are located on the same side as the hand hole (placed right above) and installed 24” above grade unless otherwise specified.80 MPH90 MPH100 MPH110 MPH150 MPHWIND LOAD (EPA)170 MPH Model# Pole height Wall PAA410 .125” (3mm) 10.2 7.7 5.9 4.6 2.1 1.6 1.3 PAA410-1 10FT (3.0M) .188” (5mm) 15.7 12.0 9.4 7.5 3.7 2.8 2.4 PAA410-2 .226” (6mm) 18.9 14.6 11.5 9.2 4.6 3.5 3.1 PAA412 .125” (3mm) 7.9 5.8 4.3 3.2 1.3 0.9 0.7 PAA412-1 12FT (3.6M) .188” (5mm) 12.5 9.5 7.3 5.6 2.6 1.9 1.7 PAA412-2 .226” (6mm) 15.2 11.6 9.0 7.1 3.4 2.5 2.2 PAA414 .125” (3mm) 6.0 4.3 3.0 2.0 0.6 0.4 0.3 PAA414-1 14FT (4.2M) .188” (5mm) 10.1 7.5 5.6 4.2 1.8 1.2 1.1 PAA414-2 .226” (6mm) 12.4 9.3 7.1 5.4 2.4 1.8 1.5 PAA416 .125” (3mm) 4.5 3.0 1.9 1.1 --- --- --- PAA416-1 16FT (4.8M) .188” (5mm) 8.1 5.8 4.2 3.0 1.1 0.7 0.5 PAA416-2 .226” (6mm) 10.2 7.4 5.5 4.1 1.6 1.1 0.9 PAA418 .125” (3mm) 3.2 1.9 0.9 0.2 --- --- --- PAA418-1 18FT (5.5M) .188” (5mm) 6.3 4.3 2.9 1.9 0.4 0.2 0.1 PAA418-2 .226” (6mm) 8.1 5.8 4.1 2.8 0.9 0.6 0.4 PAA420 .125” (3mm) 2.0 0.9 0.1 --- --- --- --- PAA420-1 20FT (6.0M) .188” (5mm) 4.8 3.1 1.8 0.9 --- --- --- PAA420-2 .226” (6mm) 6.4 4.3 2.9 1.8 0.3 0.1 ---180 MPHRefer to pole chart 1 A 6 5 2 3 4 C B 18” (457) 4.87” (124) 8” (203) 9” (229) Bolt circle PLAN VIEW Orientation parallel to curb or walkway 9.1” (231) Hand hole position Base cover line 13” (330) Dia. 2.8” (71) Anchor bolt projection above finished grade. Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE TYPE - EL10 LIGHT FIXTURE CUTSHEETS 265100 - 35 Site, Utility, Landscape, Foundations Package- 03.01.2019 Application Designed for down lighting atriums, canopies, passages, and other interior and exterior locations featuring a symmetrical wide beam light distribution. Materials Luminaire housing constructed of die-cast marine grade, copper free ƀFRSSHUFRQWHQW$DOXPLQXPDOOR\ )DFHSODWHFRQVWUXFWHGRIJUDGHPDFKLQHGVWDLQOHVVVWHHO Clear safety glass Reflector made of pure anodized aluminum High temperature silicone gasket Stainless steel screw clamps Galvanized steel rough in ceiling pan with through wiring box NRTL OLVWHGWR1RUWK$PHULFDQ6WDQGDUGVVXLWDEOHIRUZHWORFDWLRQV 3URWHFWLRQFODVV,3 :HLJKWOEV Electrical 2SHUDWLQJYROWDJH 9$& 0LQLPXPVWDUWWHPSHUDWXUH & /('PRGXOHZDWWDJH : 6\VWHPZDWWDJH : &RQWUROODELOLW\ 9GLPPLQJGRZQWR &RORUUHQGHULQJLQGH[ 5D! /XPLQDLUHOXPHQV OXPHQV. /LIHWLPHDW7D & K/ /LIHWLPHDW7D & K/ LED color temperature .3URGXFWQXPEHUK4 .3URGXFWQXPEHUK35 .3URGXFWQXPEHUK3 (EXPRESS) .3URGXFWQXPEHUK27 BEGA can supply you with suitable LED replacement modules for up to \HDUVDIWHUWKHSXUFKDVHRI/('OXPLQDLUHVVHHZHEVLWHIRUGHWDLOV Finish EUXVKHGVWDLQOHVVVWHHO Custom colors are not available. Stainless steel requires regular cleaning and maintenance, much like household appliances to maintain its luster and prevent tarnishing or the appearance of rust like stains. LED recessed ceiling downlight - wide beam `= Beam angle BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@bega-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us.com © copyright BEGA 2018 Updated 07/10/18 Type: %(*$3URGXFW Project: Modified: LED recessed ceiling downlight · wide beam LED `$B C 55 826 : Ű 8 Ű A B C Cornell University North Campus Residential Expansion P105.00 LIGHT FIXTURE TYPE - EL10 ALT2 LIGHT FIXTURE CUTSHEETS 265100 - 38 Site, Utility, Landscape, Foundations Package- 03.01.2019 A Application Designed for down lighting atriums, canopies, passages, and other interior and exterior locations featuring a symmetrical narrow beam light distribution. Materials Luminaire housing constructed of die-cast marine grade, copper free ƀFRSSHUFRQWHQW$DOXPLQXPDOOR\ )DFHSODWHFRQVWUXFWHGRIJUDGHPDFKLQHGVWDLQOHVVVWHHO Clear safety glass Reflector made of pure anodized aluminum High temperature silicone gasket Stainless steel screw clamps Galvanized steel rough in ceiling pan with through wiring box NRTL OLVWHGWR1RUWK$PHULFDQ6WDQGDUGVVXLWDEOHIRUZHWORFDWLRQV 3URWHFWLRQFODVV,3 :HLJKWOEV Electrical 2SHUDWLQJYROWDJH 9$& 0LQLPXPVWDUWWHPSHUDWXUH & /('PRGXOHZDWWDJH : 6\VWHPZDWWDJH : &RQWUROODELOLW\ 9GLPPLQJGRZQWR &RORUUHQGHULQJLQGH[ 5D! /XPLQDLUHOXPHQV OXPHQV. /LIHWLPHDW7D & K/ /LIHWLPHDW7D & K/ LED color temperature .3URGXFWQXPEHUK4 .3URGXFWQXPEHUK35 .3URGXFWQXPEHUK3 (EXPRESS) .3URGXFWQXPEHUK27 BEGA can supply you with suitable LED replacement modules for up to \HDUVDIWHUWKHSXUFKDVHRI/('OXPLQDLUHVVHHZHEVLWHIRUGHWDLOV Finish EUXVKHGVWDLQOHVVVWHHO Custom colors are not available. Stainless steel requires regular cleaning and maintenance, much like household appliances to maintain its luster and prevent tarnishing or the appearance of rust like stains. LED recessed ceiling downlight - narrow beam `= Beam angle BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@bega-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us.com © copyright BEGA 2018 Updated 07/10/18 Type: %(*$3URGXFW Project: Modified: LED recessed ceiling downlight · narrow beam LED `$B C 55 825 : Ű 8 Ű A B C LIGHT FIXTURE TYPE - EL10 AA ikon. 5architects864 Mapleton RoadPrinceton, NJ 08540FINAL SITE PLAN REVIEW- MAY 10, 2019OWNER:ARCHITECT:IKON.5 ARCHITECTS864 MAPLETON ROADPRINCETON, NJ 08540Phone: 609.919.0099Fax: 609.919.0088CORNELL UNIVERSITYITHACA, NY 14850STRUCTURAL:THORNTON TOMASETTI744 BROAD STREETNEWARK, NJ 07102Phone: 973.286.6100Fax: 973.286.6101MEP/FP:WSP88 BLACK FALCON AVENUESUITE 210BOSTON, MA 02210Phone: 617.210.1600DEVELOPERWELLIVER250 NORTH GENESEE STREETMONTOUR FALLS, NY 14865Phone: 607.535.5400CIVIL:T.G. MILLER P.C.,ENGINEERS AND SURVEYORS203 NORTH AURORA STREETPO BOX 777ITHACA, NY 14851Phone: 607.272.6477Fax: 607.272.6322LANDSCAPE:TROWBRIDGE, WOLF, MICHAELSLANDSCAPE ARCHITECTS, LLP1001 WEST SENECA STREET, SUITE 101ITHACA, NY 14850Phone: 607.277.1400Fax: 607.277.6092UNDERGRADUATE STUDENT HOUSINGCORNELL UNIVERSITY NCRENORTH CAMPUSITHACA, NY 14850CORPORATIONINTEGRATED ACQUISITIONAND DEVELOPMENT15 THORNWOOD DRIVEITHACA, NY 14850Phone: 607.257.5050DRAWING LISTLANDSCAPEL0.01 ILLUSTRATED SITE PLANL0.02 FIRE ACCESS - TRUCK TURNING AND EVENT TENT LOCATIONSL0.03 FIRE ACCESS PLANL0.04 PROPOSED PLAN OVER EXISTING CONDITIONSL0.05 ADA ACCESS PLANL1.01 DEMOLITION PLAN - SITE 1L1.02 DEMOLITION PLAN - SITE 1L1.03 DEMOLITION PLAN - SITE 2L1.04 DEMOLITION PLAN - SITE 1L1.05 DEMOLITION PLAN - CONNECTORL1.06 DEMOLITION PLAN - SITE 2L1.07 DEMOLITION PLAN - SITE 2L1.08 DEMOLITION PLAN - SITE 2L2.01 MATERIALS PLAN - SITE 1L2.02 MATERIALS PLAN - SITE 1L2.03 MATERIALS PLAN - SITE 2L2.04 MATERIALS PLAN - SITE 1L2.05 MATERIALS PLAN - SITE CONNECTORL2.06 MATERIALS PLAN - SITE 2L2.07 MATERIALS PLAN - SITE 2L2.08 MATERIALS PLAN - SITE 2L2.17 SCORING, STRIPING AND SIGNAGE PLAN - SITE 1L2.18 SCORING, STRIPING AND SIGNAGE PLAN - SITE 1L2.19 SCORING, STRIPING AND SIGNAGE PLAN - SITE 2L2.20 SCORING, STRIPING AND SIGNAGE PLAN - SITE 1L2.21 SCORING, STRIPING AND SIGNAGE PLAN - SITE CONNECTORL2.22 SCORING, STRIPING AND SIGNAGE PLAN - SITE 2L2.23 SCORING, STRIPING AND SIGNAGE PLAN - SITE 2L2.24 SCORING, STRIPING AND SIGNAGE PLAN - SITE 2L3.01 GRADING PLAN - SITE 1L3.02 GRADING PLAN - SITE 1L3.03 GRADING PLAN - SITE 2L3.04 GRADING PLAN - SITE 1L3.05 GRADING PLAN - SITE CONNECTORL3.06 GRADING PLAN - SITE 2L3.07 GRADING PLAN - SITE 2L3.08 GRADING PLAN - SITE 2L4.00 PLANTING SCHEDULEL4.01 PLANTING PLAN - SITE 1L4.02 PLANTING PLAN - SITE 1L4.03 PLANTING PLAN - SITE 2L4.04 PLANTING PLAN - SITE 1L4.05 PLANTING PLAN - SITE CONNECTORL4.06 PLANTING PLAN - SITE 2L4.07 PLANTING PLAN - SITE 2L4.08 PLANTING PLAN - SITE 2L5.01 PAVING DETAILSL5.02 WALLS AND TYPICAL STAIR DETAILSL5.03 SITE FURNISHINGSL5.04 STAIR PROFILES A-GL5.05 STAIR PROFILES H-OL5.06 CONCRETE WALL ELEVATIONSL5.07 PLANTING DETAILSL5.08 PLANTING DETAILSARCHITECTURALA4.11 SITE 1 - BUILDING 1 EXTERIOR ELEVATIONSA4.12 SITE 1 - BUILDING 1 EXTERIOR ELEVATIONSA4.13 SITE 1 - BUILDING 1 EXTERIOR ELEVATIONSA4.14 SITE 1 - BUILDING 1 EXTERIOR ELEVATIONSA4.15 SITE 1 - BUILDING 1 EXTERIOR ELEVATIONSA4.21 SITE 1 - BUILDING 2 EXTERIOR ELEVATIONSA4.22 SITE 1 - BUILDING 2 EXTERIOR ELEVATIONSA4.23 SITE 1 - BUILDING 2 EXTERIOR ELEVATIONSA4.24 SITE 1 - BUILDING 2 EXTERIOR ELEVATIONSA4.25 SITE 1 - BUILDING 2 EXTERIOR ELEVATIONSA4.31 SITE 2 - BUILDING 3 EXTERIOR ELEVATIONSA4.35 SITE 2 - BUILDING 3 EXTERIOR ELEVATIONSA4.41 SITE 2 - BUILDING 4 EXTERIOR ELEVATIONSA4.42 SITE 2 - BUILDING 4 EXTERIOR ELEVATIONSA4.43 SITE 2 - BUILDING 4 EXTERIOR ELEVATIONSA4.44 SITE 2 - BUILDING 4 EXTERIOR ELEVATIONSA4.45 SITE 2 - BUILDING 4 EXTERIOR ELEVATIONSA4.51 SITE 2 - BUILDING 5 EXTERIOR ELEVATIONSLIGHTINGE3.00 OVERALL SITE LIGHTING PLANNo. 1-7 SITE LIGHT LEVEL CALCULATIONSFOOD SERVICE:RICCA DESIGN STUDIOS2 NORTHSIDE PEIRS, SUITE 8CBROOKLYN, NY 11249Phone: 718.388.0956 DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 9:52amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.20190070'140'RENDEREDPLANL0.01WJE102.08.2019PRELIMINARY SITE PLAN REVIEW MARY DONLON HALL302602 WAIT COOPERATIVE2525BALCH HALL30095320553205632066320673207CLARADICKSON HALL3018MEWS HALL3203COURT HALL3202ROBERT PURCELLCOMMUNITY CENTER321293209(JAM)JUSTABOUTMUSIC83208JEROME H. HOLLANDINTERNATIONALLIVING CENTERWAIT AVE.4773TON AVE.38319 WAIT AVE.2582E.308 WAITTERRACE2501KAPPA DELTA4771117 TRIPHAMMER RDDELTA GAMMA4768AKWE:KON3091TOBINFIELD HOUSE263010UJAMAA3210DELTADELTA DELTA4770ROBERT J. & HELEN APPELCOMMONS3204BAUER HALL3202APLG RDPRV STN5213KAY HALL3202KSISSION PLACE 10SIGMA ALPHA MU4766APPELTENNISCOURTS5966CHASBROUCKAPARTMENTS31301GEORGEJAMESONHALL3201APPELSOUTHWESTFIELDS5966APPELSOUTHEASTFIELDS5966DAPPELNORTHPLAYFIELDS5966AAPPELBASKETBALLCOURTS5966BPROGRAM HOUSE DRIVEJESSUPFIELD SHED2630AWAIT A V E N U E TRIPHAM M E R R O A D WAIT AVEJESSUP PLACECE1212GEORGE JESSUP ROADGEORGE JESSUP ROADGEORGE JESSUP ROADCRADIT FARM DRIVESISSON PLACEPROGRAM HOUSE DR I V E SISSON PLACETRIPHAMMER ROADPLEASANT GROVE ROADHASBROUCK CIRCLECRADIT FARM DRIVECRADIT FARM DRIVEPLEASANT GROVE ROADHASBROUCK CI2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3B5FLOORS3FLOORS5FLOORS3FLOORS5FLOORS5FLOORS6FLOORS3FLOORS5FLOORS2 FLOORS(above grade)3 FLOORS(above grade)3FLOORS3FLOORS4FLOORS3FLOORS3FLOORS3FLOORS5FLOORS3FLOORS3FLOORS5FLOORS3FLOORS5FLOORS1.5 FLOORS(dining space open to ceiling)6FLOORS6FLOORS5 FLOORS(above grade)4 FLOORS(above grade)FDCFDCFDCFDCFDCFDCFDCFDCFDCFDCFDC0060'120'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo. DateDescription102.08.2019PRELIMINARY SITE PLAN REVIEW Feb 04, 2019 - 11:27amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:0.0.2019PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:PROPOSED PLANOVER EXISTINGCONDTIONSJVBL0.01205.03.2019CONSTRUCTION DOCUMENTS HELEN NEWMAN HALL2616MARY DONLON HALL3026COOPERATIVE122OPERATIVE302 WAIT COOPERATIVE2525BALCH HALL30095320553205632066320673207FUERTES OBSERVATORY2018FUERTES OBSERVATORY2018CLARADICKSON HALL3018MEWS HALL3203COURT HALL3202ROBERT PURCELLCOMMUNITY CENTER321293209(JAM)JUSTABOUTMUSIC83208JEROME H. HOLLANDINTERNATIONALLIVING CENTER313 WAIT AVE.4773536 THURSTON AVE.2438319 WAIT AVE.2582307 WAIT AVE.2590308 WAITTERRACE2501KAPPA DELTA4771117 TRIPHAMMER RDDELTA GAMMA4768AKWE:KON3091TOBINFIELD HOUSE263010UJAMAA3210DELTADELTA DELTA4770ROBERT J. & HELEN APPELCOMMONS3204BAUER HALL3202APLG RDPRV STN5213KAY HALL3202KPHAMMER RD 124PI DELTA PSI4781APPELTENNISCOURTS5966CHASBROUCKAPARTMENTS31301GEORGEJAMESONHALL3201PROGRAM HOUSE DRIVEJESSUPBASKET BALLTENNIS COURTS4419JESSUPFIELD SHED2630ANORTHCROSS ROADAVENUEWAIT A V E N U E TRIPHAM M E R R O A D WAIT AVEJESSUP PLACEABJCDEFGH1212GEORGE JESSUP ROADGEORGE JESSUP ROADGEORGE JESSUP ROADCRADIT FARM DRIVESISSON PLACEPROGRAM HOUSE DR I V E SISSON PLACETRIPHAMMER ROADPLEASANT GROVE ROADHASBROUCK CIRCLECRADIT FARM DRIVECRADIT FARM DRIVEPLEASANT GROVE ROADHASBRO 2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 11:52amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.20190060'120'ADA ACCESS PLAL0.05JVBADA ACCESSIBLE ROUTE5% MAXIMUM RUNNING SLOPE2% MAXIMUM CROSS SLOPE105.03.2019CONSTRUCTION DOCUMENTS 1GEORGE JAMESONHALL3201JESSUP PLACEJESSUP ROAD(7((7CONCRETE PAVEMENTTO BE REMOVED, TYP.CONCRETE PAD TO BE REMOVEDTREE PROTECTION FENCE, TYP.SIGNS TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.GRANITE CURB TOBE REMOVED, TYP.REMOVE HYDRANT(SEE CIVIL)WOOD CURB TO BE REMOVED, TYP.WOOD CURB TO BE REMOVED, TYP.GUY WIRE AND UTILITY POLE TO BE REMOVED;(SEE ELECTRICAL REMOVALS PLAN)LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)REMOVE GRANITE CURB, TYP.REMOVE WOOD CURB, TYP.SIGN TO BE REMOVED AN TURNED OVER TO OWNER, TYP.HYDRANT TO REMAIN AND BE PROTECTEDSAWCUT CONCRETE PAVEMENTAT NEAREST CONTROL/SCOREJOINT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.YP.RLIGHT TO BE REMOVED AND TURNEDOVER TO OWNER, TYP. (SEE ELECTRICAL)GRANITE CURB, TOBE REMOVED, TYP.VEGETATION TO BE REMOVED, TYP.EXISTING TREES TO BEREMOVED, TYP.FENCE TO BE REMOVEDHYDRANT TO BE REMOVED; SEE CIVIL PLANSSIGN TO BE REMOVED AND TURNED OVER TO OWNER; TYP.SAWCUT ASPHALT PAVEMENT, TYP.HYDRANT TO REMAIN AND BE PROTECTEDSIGN TO REMAIN AND BE PROTECTEDLIGHT TO REMAINAND BE PROTECTEDWALK TO REMAIN ANDBE PROTECTEDSAWCUT ASPHALTPAVEMENT, TYP.LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)SAWCUT ASPHALTPAVEMENT, TYP.LIGHT TO REMAIN AND BE PROTECTEDTRIPHAM M E R R O A DSAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT,TYP.CURB TO BE REMOVED, TYP.SIGN TO BE REMOVED ANDSTORED FOR RE-INSTALLATIONASPHALT PAVEMENT TO BE REMOVED, TYP.CURB TO BE REMOVED, TYP.LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)EXISTING TREE TO BE REMOVED, TYP.SAWCUT ASPHALTPAVEMENT, TYP.ALL BRUSH TO BE CLEAREDAND GRUBBED TO 12' FROMCURB LINE12'POLE AND GUY WIRE TO REMAINAND BE PROTECTEDPOLE AND GUY WIRE TO REMAINAND BE PROTECTEDSAWCUT ASPPAVEMENT,DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 12:39pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN - SITE 1L1.01JVB0020'40'SCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.02MATCH LINE - SEE SHEET L1.05DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DMATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.01MATCH LINE - SEE SHEET L1.01aSCALE: 1:20DEMOLITION PLAN1a103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS 53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERCEGEORGE JESSUP ROAD((REMOVE CONCRETE BOLLARD AND SIGNREMOVE BIKE RACKSIGN TO BE REMOVED AND TURNEDOVER TO OWNER, TYP.REMOVE CONCRETE BOLLARDS, TYP.CONCRETE AND BRICKPAVEMENTS TO BE REMOVEDSAWCUT ASPHALT PAVEMENT, TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.GRANITE CURB TO BE REMOVED , TYP.CONCRETE PAVEMENT TO BE REMOVED, TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.SAWCUT ASPHALT PAVEMENT, TYP.GRANITE CURB TO REMAIN AND BE PROTECTEDBUILDING COLUMNS AND ENTRYTHRESH HOLD TO BE PROTECTED (TYP.)SIGN TO BE REMOVED ANDSTOCKPILED FOR REINSTALLATION,TYP.HYDRANT TO BE REMOVED ANDRELOCATED; (SEE CIVIL PLANS)SAW-CUT CONCRETE AT CLOSEST SCORE LINEBOULDER TO REMAINSAWCUT ASPHALT PAVEMENT, TYP.CONCRETE PAVEMENT TO BE REMOVEDSAWCUT ASPHALT PAVEMENT, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription Apr 25, 2019 - 3:13pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN - SITE 1L1.02JVB0020'40'1:20DEMOLITION PLAN1DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DMATCH LINE - SEE SHEET L1.03MATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.01103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS 73207HASBROUCKAPARTMENT3130APPELBASKETBALLCOURTS5966BG12GEORGE JESSUP ROADPROGRAM HOUSE DR I V E PLEASANT G R O V E R O A DHASBROUCK CIRCLE(REMOVE FENCEBASKETBALL COURTASPHALT PAVEMENTTO BE REMOVED, TYP.SIGN TO BE REMOVED ANDTURNED OVER TO OWNER,TYP.SAWCUT ASPHALTPAVEMENT, TYP.GRANITE CURB TO BEREMOVED, TYP.EXISTING TREE TOBE REMOVED, TYP.BRICK EDGING AND CONCRETE PAVEMENT TO BE REMOVEDSAWCUT BRICK EDGING AT NEAREST MORTAR JOINTSAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT, TYP.SIGN TO BE REMOVED AND TURNED OVER TO OWNER, TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.REMOVE FENCEASPHALT PAVEMENT TO BE REMOVED, TYP.LIGHT TO BE REMOVEDAND TURNED OVER TOOWNER, TYP.SAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT, TYP.TREE PROTECTION FENCE, TYP.TREE PROTECTION FENCE , TYP.CURB TO BE REMOVED, TYP.SAW-CUT ASPHALT PAVEMENTEXISTING TREE TO BE REMOVED, TYP.LIGHT TO BE REMOVED AND TURNED OVER TO OWNER, TYP.EXISTING SIGN TO REMAINEXISTING SIGN TO REMAINEXISTING SIGN TO REMAINHYDRANT TO REMAIN AND BE PROTECTEDEXISTING SIGN TO REMAINHYDRANT TO REMAIN AND BE PROTECTEDLIGHT TO BE REMOVED AN TURNED OVER TO OWNER, TYP.EXISTING LIGHT TO REMAINSAW-CUT ASPHALT PAVEMENTSAW-CUT ASPHALT PAVEMENTDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription Apr 25, 2019 - 3:25pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN - SITE 2L1.03JVB0020'40'DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.06MATCH LINE - SEE SHEET L1.02103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS CLARADICKSON HALL3018COURT HALL3202SISSION PLACE 10SIGMA ALPHA MU4766SISSON PLACEPLACE(7GRANITE CURB TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.AUTOMATIC DOOR OPENER TOREMAIN AND BE PROTECTEDCURB TO BEREMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.LIGHT TO BE REMOVED AND TURNED OVERTO OWNER, TYP. (SEE ELECTRICAL)SIGNS TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINT, TYP.CONCRETE PAVEMENT TO BE REMOVED, TYP.BUILDING TO BE REMOVEDCOMPLETELYLIGHT TO BE REMOVED ANDTURNED OVER TO OWNER,TYP. (SEE ELECTRICAL)CURB TO BE REMOVED, TYP.EXISTING TREE TO BE REMOVED, TYP.EXISTING TREES TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.CURB TO REMAINSTAIR TO REMAIN ANDBE PROTECTEDHYDRANT TO REMAINAND BE PROTECTEDHYDRANT TO BE REMOVED;SEE UTILITY PLANSDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription Apr 25, 2019 - 3:35pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN - SITE 1L1.04JVB0020'40'DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.01103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS MARY DONLON HALL3026MEWS HALL3203HALL93209(JAM)JUST ABOUT MUSIC10UJAMAA3210N PLACE77:9REMOVE HYDRANT (SEE CIVIL)SIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT CONCRETE PAVEMENTAT NEAREST CONTROL/SCORE JOINT, TYP.CONCRETE PAVEMENT TO BE REMOVED, TYP.FLUSH CURB TO BE REMOVED, TYP.HYDRANT TO REMAIN AND BE PROTECTEDSIGNS TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.CONCRETE PAVEMENT TO BE REMOVED, TYP.SAWCUT ASPHALTPAVEMENT, TYP.GRANITE CURB TO BE REMOVED , TYP.ASPHALT PAVEMENT TO BE REMOVED, TYP.GENERATOR AND FENCE ENCLOSURETO REMAIN AND BE PROTECTEDSAWCUT ASPHALT PAVEMENT, TYP.LIGHT TO BE REMOVEDAND TURNED OVER TOOWNER, TYP.LIGHT TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.LIGHT TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.WALLS TO REMAIN AND BE PROTECTEDHYDRANT TO BE RELOCATED,SEE UTILITY PLANSTREE PROTECTION FENCE, TYP.STAIRS, RAILINGS,AND FOOTERS TO BECOMPLETELYREMOVEDSTAIRS, RAILINGS, ANDWALLS TO REMAIN ANDBE PROTECTEDCURB TO BE REMOVED, TYP.SAWCUT CONRETE PAVEMENT ATBOTTOM OF RAMP AT NEARESTCONTROL/SCORE JOINTBLUE LIGHT TO BE REMOVED AND TURNEDOVER TO OWNER (SEE ELECTRICAL)LIGHT TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.HYDRANT TO REMAIN AND BE PROTECTEDSTAIR TO REMAIN AND BE PROTECTEDDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription Apr 25, 2019 - 3:37pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN -CONNECTORL1.05JVB0020'40'DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L3.06MATCH LINE - SEE SHEET L3.02MATCH LINE - SEE SHEET L3.07MATCH LINE - SEE SHEET L3.04MATCH LINE - SEE SHEET L1.06MATCH LINE - SEE SHEET L1.02MATCH LINE - SEE SHEET L1.07MATCH LINE - SEE SHEET L1.04103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS PLG RDPRV STN5213APPELNORTHPLAYFIELDS5966APROGRAM HOUSE DRIVEPLEASANT G ROVE R (BRICK EDGING AND CONCRETEPAVEMENT TO BE REMOVEDSAWCUT BRICK EDGING ATNEAREST MORTAR JOINTSAWCUT CONCRETE PAVEMENT ATNEAREST CONTROL/SCORE JOINTSIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.CURB TO BE REMOVED, TYP.SIGN TO BE REMOVED ANDRELOCATED, TYP.REMOVE CONCRETE RAMPBLUE LIGHT TO BE REMOVED AND TURNED OVER TO OWNER (SEE ELECTRICAL)CURB TO BE REMOVED, TYP.CURB TO BE REMOVED, TYP.LIGHT TO BE REMOVED AND RETURNED TO OWNER, TYP. (SEE ELECTRICAL)EXISTING TREE TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.SAWCUT ASPHALT PAVEMENT, TYP.ASPHALT PAVEMENT TO BE REMOVEDFENCE TO BE REMOVED ANDSALVAGED FOR REINSTALLATIONBOULDER TO REMAINDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 12:42pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN - SITE 2L1.06JVB0020'40'DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.08MATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.03103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS ROBERT J. HELEN APPELCOMMONS3204KAY HALL3202KAPPELSOUTHWESTFIELDS5966CRADIT FARM DRIVE(PROTECT VENTILATION SHAFT ANDTRANSFORMER PAD DURING DEMOLITIONAND CONSTRUCTIONREMOVE BIKE RACKTREE PROTECTION FENCE, TYP.EXISTING WALL TO REMAIN AND BE PROTECTED DURINGDEMOLITION AND CONSTRUCTION SEE ARCHITECTURAL PLANSFOR REMOVALS.EXISTING TREE TO BE REMOVED, TYP.STAIRS AND RAILINGS TO REMAIN ANDBE PROTECTEDTREE PROTECTION FENCE, TYP.EXISTING WALL TO REMAIN AND BEPROTECTED DURING CONSTRUCTIONCURB TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.LIGHT TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.SAWCUT ASPHALT PAVEMENT, TYP.STAIR TO REMAIN AND BE PROTECTEDSTAIR TO REMAIN AND BE PROTECTEDSTAIRS TO REMAIN AND BE PROTECTEDLIGHT TO REMAIN AND BE PROTECTEDBICYCLE RACKS TO BE REMOVED ANDSTOCKPILED FOR REINSTALLATIONSAWCUT ASPHALT PAVEMENT, TYP.FLUSH GRANITE BAND TO BE REMOVEDAND STOCKPILED FOR REINSTALLATIONSIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.(SAWCUT ASPHALT PAVEMENT, TYP.CURB TO BE REMOVED, TYP.LIGHTS AND BLUE PHONE TOREMAIN AND BE PROTECTEDSAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.FLUSH GRANITE BANAND STOCKPILED FDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 3:33pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN - SITE 2L1.07JVB0020'40'DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.08MATCH LINE - SEE SHEET L1.07-1aMATCH LINE - SEE SHEET L1.05MATCH LINE - SEE SHEET L1.07SCALE: 1:20DEMOLITION PLAN1a103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS APPELTENNISCOURTS5966CAPPELOUTHWESTFIELDS5966APPELSOUTHEASTFIELDS5966DCRADIT FARM DRIVECRADIT FARM DRIVE(((17.00' /-GRAVEL MULCH TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.WALL, STAIRS, RAILINGS, AND FOOTINGSTO BE COMPLETELY REMOVEDREMOVE LIGHT AND TURNOVER TO OWNER, TYP. (SEEELECTRICAL)EXISTING TREE TO BEREMOVED, TYP.REMOVE GRANITE CURB, TYP.LIGHT TO BE REMOVED AND TURN OVERTO OWNER, TYP. (SEE ELECTRICAL)CONCRETE PAVEMENT TO BE REMOVED, TYP.ASPHALT PAVEMENT TOBE REMOVED, TYP.SIGN TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.ASPHALT PAVEMENT TO BE REMOVEDSIGNS TO BE REMOVED AND TURNED OVER TO OWNER, TYP.EXISTING TREE TO BE REMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.CURB TO BE REMOVED, TYP.ASPHALT PAVEMENT TO BEREMOVED, TYP.SAWCUT ASPHALT PAVEMENT, TYP.SAWCUT ASPHALT PAVEMENT, TYP.CURB TO BE REMOVED, TYP.TREE PROTECTION FENCE, TYP.EXISTING TREES TO BE REMOVED, TYP.LIGHT TO BE REMOVED ANDTURNED OVER TO OWNER, TYP.(SEE ELECTRICAL)REMOVE NETS, POSTS, ANDSTOCKPILE FOR REINSTALLATIONFENCE TO BE REMOVED ANDSALVAGED FOR REINSTALLATIONREMOVE NETS, POSTS, ANDSTOCKPILE FOR REINSTALLATIONEXISTING PARKINGPAY STATION TO BEREMOVED ANDTURNED OVER TOOWNEREXISTING PERIMETER PARKING LOTWOODEN BOLLARDS TO BE REMOVEDAND TURNED OVER TO OWNERDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription Apr 25, 2019 - 3:44pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019DEMOLITIONPLAN - SITE 2L1.08JVB0020'40'DEMOLITION NOTES1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECTPEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITECONSTRUCTION MATERIALS.2. WALL AND STAIR FOOTINGS TO BE REMOVED COMPLETELY UNLESSOTHERWISE NOTED ON PLAN.3. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINSAFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENTCONTROL PLANS AND SPECS.4. SEE CIVIL PLANS FOR UTILITY REMOVALS.5. SEE ELECTRICAL REMOVAL PLAN FOR SITE ELECTRICAL REMOVALS.6. BASE MATERIAL IN AREAS TO RECEIVE ASPHALT OR CONCRETE TO BEREMOVED TO SUB-GRADE ELEVATIONS AS REQUIRED TO ACCOMMODATE NEWBASE COURSE.7. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURINGDEMOLITION WORK.8. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOMECONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTEDOTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALLDEMOLISHED MATERIAL.9. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALLROOTS 6" AND LARGER.10. PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT ORMATERIALS WITHIN THE DRIP LINE OF TREES.11. PROTECT BENCHMARKS.CONCRETE PAVEMENT OR PAVERSTO BE REMOVEDASPHALT PAVEMENT TOBE REMOVEDTREE PROTECTION FENCECONTRACT LIMIT LINEWALL, STAIR OR STRUCTURETO BE REMOVEDSAWCUT PAVEMENTLIGHT POLE TO BE REMOVED(SEE ELECTRICAL REMOVAL PLANS)TREE TO BE REMOVEDCURB TO BE REMOVEDRAILINGS AND/OR FENCE TO BE REMOVEDSIGN, BOLLARD, HYDRANT, OR SITE FEATURETO BE REMOVEDVEGETATION TO BE REMOVEDRIP RAP TO BE REMOVEDSHEET MATCH LINEDEMOLITION LEGEND2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: 1:20DEMOLITION PLAN1MATCH LINE - SEE SHEET L1.07MATCH LINE - SEE SHEET L1.06103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS TRANSITION2.00'106.00'1GEORGE JAMESONHALL3201JESSUP PLACEE JESSUP ROADBPBP(7((72D2C2B2A1C1B2BSTAIR ASTAIR CSTAIR BSTAIR D11L5.01ROADWAY GRANITE CURB16L5.01CURB RAMP - TYPE A,TYP.9L5.03SCREEN FENCESTORMWATERBASINSTORMWATER BASIN16L5.01CURB RAMP - TYPE A,TYP.11L5.08TREE PLANTINGIN CU SOIL, TYP.STORMWATER BASIN9L5.02CONCRETEWALL9L5.02CONCRETE WALL18L5.01CURB RAMP - TYPE BSAWCUT ASPHALT FOR CLEANEDGE ABUTTING GRANITESETTS, TYP.SAWCUT ASPHALT FOR CLEANEDGE ABUTTING GRANITESETTS, TYP.SAWCUT ASPHALT FOR CLEANEDGE ABUTTING GRANITESETTS, TYP.SAWCUT ASPHALT FORCLEAN EDGE ABUTTINGGRANITE SETTS, TYP.SAWCUT ASPHALTFOR CLEAN EDGEABUTTING GRANITESETTS, TYP.3L5.07BIORETENTION SECTION -QUARRY BLOCK, TYP.(COORDINATE LAYOUT WITHLANDSCAPE ARCHITECT)18L5.01CURB RAMP - TYPE B14L5.01LANDSCAPECURB13L5.01TRAVERSABLEGRANITE CURB13L5.01TRAVERSABLEGRANITE CURBSAWCUT ASPHALT FOR CLEANEDGE ABUTTING GRANITESETTS, TYP.40.00'20.70'CONCRETE RETAINING WALLSREFER TO STRUCTURAL DRAWINGS22L5.01GRAVEL MULCH13L5.08TREE GRATE, TYP. (4)13L5.08TREE GRATE, TYP. (10)13L5.08TREE GRATE, TYP. (2)11L5.01ROADWAY GRANITE CURB, TYP.11L5.01ROADWAY GRANITECURB, TYP.11L5.01ROADWAY GRANITE CURB, TYP.CUR9.00'13.00'TRIPHAMM E R R O A D11L5.01ROADWAY GRANITE CURB, TYP.18L5.01CURB RAMP - TYPE B5L5.01MEDIUM DUTY CONCRETE9L5.03SCREEN FENCE11.50'11.00'R15.00'7L5.02STONE RETAINING WALL18L5.01CURB RAMP - TYPE B18L5.01CURB RAMP - TYPE BDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:00pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITE 1L2.01VVKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'SCALE: 1:20LAYOUT PLAN12D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DMATCH LINE - SEE SHEET L2.02MATCH LINE - SEE SHEET L2.04MATCH LINE - SEE SHEET L2.01-1aSCALE: 1:20LAYOUT PLAN1aMATCH LINE - SEE SHEET L2.01103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS 9L5.03SCREEN FENCE53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERBCEGEORGE JESSUP ROAD((18L5.01CURB RAMP - TYPE B18L5.01CURB RAMP - TYPE B11L5.01ROADWAY GRANITECURB, TYP.STORMWATER BASIN(2) BUS SHELTERS BY OWNERPROVIDEBULLNOSECORNERCURB18L5.01CURB RAMP - TYPE B,TYP.1L5.01CONCRETE BUS PULLOFF1L5.01CONCRETE BUS PULLOFF13L5.01TRAVERSABLE GRANITE CURBSTONE DIAPHRAGM, REFERTO CIVIL DRAWINGS11L5.01ROADWAY GRANITE CURB, TYP.11L5.01ROADWAY GRANITE CURB, TYP.24' CURB BREAK20L5.01CURB BREAK18L5.01CURB RAMP - TYPE B,TYP.16L5.01CURB RAMP - TYPE A,TYP.16L5.01CURB RAMP - TYPE A,TYP.11L5.01ROADWAY GRANITECURB, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:00pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITE 1L2.02VVKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: LAYOUT PLAN1MATCH LINE - SEE SHEET L2.03MATCH LINE - SEE SHEET L2.05MATCH LINE - SEE SHEET L2.01103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS 347.00' LONG SY N T H E T I C T U R F 187.00' WIDE SYNTHETIC TURF132.00'54.00'60.00'18.00' R30.00'48.00'73207HASBROUCKAPARTMENTS3130G12GEORGE JESSUP ROADPROGRAM HOUSE DR I V E PLEASANT G R O V E R O A DHASBROUCK CIRCLE(16L5.01CURB RAMP - TYPE A3L5.08SYNTHETIC TURFSTORMWATER BASIN16L5.01CURB RAMP - TYPE ACONCRETE RETAINING WALLSREFER TO STRUCTURAL DRAWINGS8L5.01ASPHALT PATCH8L5.01ASPHALT PATCH9L5.02CONCRETE WALL12L5.01FLUSH GRANITE CURB4L5.03ATHLETIC FIELD CHAINLINK FENCE AND GATE18.00'176.00'4L5 03ATHLETIC FIELD CHAINLINK FENCE AND GATESTONE DIAPHRAGM,REFER TO CIVILDRAWINGS18L5.01CURB RAMP - TYPE BR30.00'13L5.0811L5.01ROADWAY GRANITE CURB, TYP.170.00'320.00'20' CURB BREAK20L5.01CURB BREAKDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:00pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITE 2L2.03JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: LAYOUT PLAN1MATCH LINE - SEE SHEET L2.06MATCH LINE - SEE SHEET L2.02103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS CLARADICKSON HALL3018COURT HALL3202SISSON PLACEPLACEBP(71D1ASTAIR E11L5.01ROADWAY GRANITE CURB9L5.03SCREEN FENCESTORMWATERBASIN9L5.03SCREEN FENCE18L5.01CURB RAMP - TYPE BCONCRETE RETAINING WALLREFER TO STRUCTURALDRAWINGSCONCRETE RETAININGWALL REFER TOSTRUCTURALDRAWINGSSAWCUT ASPHALT FORCLEAN EDGE ABUTTINGGRANITE SETTS, TYP.SAWCUT ASPHALT FORCLEAN EDGE ABUTTINGGRANITE SETTS, TYP.16L5.01CURB RAMP - TYPE A2.00' MIN. CLEAR2.00' MIN. CLEAR20.70'5L5.02GUARD RAIL18L5.01CURB RAMP - TYPE B16L5.01CURB RAMP - TYPE A,TYP.22L5.01GRAVEL MULCH64.00'29.00'13L5.08TREE GRATE, TYP. (3)11L5.01ROADWAY GRANITE CURB, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:01pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITE 1L2.04JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: LAYOUT PLAN1MATCH LINE - SEE SHEET L2.01MATCH LINE - SEE SHEET L2.05103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS MARY DONLON HALL3026MEWS HALL3203T HALL0293209(JAM)JUST ABOUT MUSIC10UJAMAA3210SSON PLACEBPBP(E)(E)77:911L5.01ROADWAY GRANITE CURB12L5.01FLUSH GRANITE CURBSAWCUT ASPHALT FORCLEAN EDGE ABUTTINGGRANITE SETTS, TYP.SAWFORABUTT9L5.03SCREEN FENCE28.00'TYP.16.00'TYP.2.00' MIN. FROM WALK22.00'12.00'5L5.02GUARD RAIL6L5.07LIMESTONE BLOCK WEIR1L5.07DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:01pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITECONNECTORL2.05JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: LAYOUT PLAN1MATCH LINE - SEE SHEET L2.06MATCH LINE - SEE SHEET L2.07103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS PLG RDPRV STN5213PROGRAM HOUSE DRIVEPLEASANT G R O V E ROAD BP(E)BPBPBP(4B4B3A3B3C3A5C3B3BSTAIR ISTAIR HSTAIR FSTAIR GSTORMWATERBASIN11L5.01ROADWAYGRANITE CURB,TYP.16L5.01CURB RAMP - TYPE ASTORMWATERBASINSTORMWATER BASINSTORMWATER BASINSTORMWATER BASINSTORMWATER BASIN8L5.01ASPHALT PATCH8L5.01ASPHALT PATCHSTORMWATERBASINSTORMWATER BASIN18L5.01CURB RAMP -TYPE BCONCRETE RETAINING WALLREFER TO STRUCTURALDRAWINGSCONCRETE RETAINING WALLREFER TO STRUCTURALDRAWINGSCONCRETE RETAINING WALLREFER TO STRUCTURALDRAWINGSSTORMWATERBASINFORTINGYP.SAWCUT ASPHALT FORCLEAN EDGE ABUTTINGGRANITE SETTS, TYP.SAWCUT ASPHALTFOR CLEAN EDGEABUTTING GRANITESETTS, TYP.9L5.03SCREEN FENCE16L5.01CURB RAMP - TYPE A22.00'TYP.16.00'TYP.CENTER ONBUILDING COLUMNCENTER ONBUILDING COLUMN13L5.01TRAVERSABLE GRANITE CURB4L5.03ATHLETIC FIELD CHAINLINK FENCE AND GATE1.50' MIN. CLEAR AREAWAY - GRATEBY ARCH13L5.01TRAVERSABLE GRANITE CURB22L5.01GRAVEL MULCH5L5.02GUARD RAIL5L5.02GUARD RAIL5L5.02GUARD RAIL3L5.07BIORETENTION SECTION -QUARRY BLOCK, TYP.(COORDINATE LAYOUT WITHLANDSCAPE ARCHITECT)3L5.07BIORETENTION SECTION -QUARRY BLOCK, TYP.(COORDINATE LAYOUT WITHLANDSCAPE ARCHITECT)3L5.07BIORETENTION SECTION -QUARRY BLOCK, TYP.(COORDINATE LAYOUT WITHLANDSCAPE ARCHITECT)3L5.07BIORETENTION SECTION -QUARRY BLOCK, TYP.(COORDINATE LAYOUT WITHLANDSCAPE ARCHITECT)13L5.01TRAVERSABLEGRANITE CURB18L5.01CURB RAMP -TYPE B15.50'22.00'11L5.01ROADWAY GRANITE CURB, TYP.3L5.03TENNIS COURT CHAINLINK FENCE GATE6L5.07LIMESTONE BLOCK WEIR1L5.07DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:01pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITE 2L2.06JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: LAYOUT PLAN1MATCH LINE - SEE SHEET L2.08MATCH LINE - SEE SHEET L2.05103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS ROBERT J. HELEN APPELCOMMONS3204KAY HALL3202KCRADIT FARM DRIVEBPBP(E)(4ASTAIR JSTAIR KSTAIR LSTAIR M13.00'18.00'25.03'(2) BUS SHELTERS BY OWNERCWALLSST9L5.02CONCRETE WALL14L5.01LANDSCAPECURB1L5.01CONCRETE BUS PULLOFF9L5.02CONCRETE WALL9L5.02CONCRETE WALLCONCRETE RETAINING WALLREFER TO STRUCTURALDRAWINGS7.00'6.67'10.00'10.00'10.00'36.00'16.86'36.00'TYP.16.00'TYP.7.42'8.67'8.67'10.96'8.26'10.34'10.34'109.7 '58.60'15.25'15.25'5.50'GUARD RGUARD R5L5.02GUARD RAIL9L5.02CONCRETE WALL16L5.01CURB RAMP - TYPE A,TYP.11L5.01ROADWAY GRANITE CURB, TYP.8L5.02BARRIER RAIL9L5.02CONCRETE WALL6L5.07LIMESTONE BLOCK WEIRL5.071L5.073L5.064L5.06(13L5.01TRAVERSABLE GRANITE CURBCONTRACTOR TO RESET GRANITETO MATCH EXISTING BANDCONTRACTOR TO RESET GRANITETO MATCH EXISTING BAND11L5.01ROADWAY GRANITE CURB, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:01pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITE 2L2.07JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: LAYOUT PLAN1MATCH LINE - SEE SHEET L2.08MATCH LINE - SEE SHEET L2.07-1aMATCH LINE - SEE SHEET L2.05MATCH LINE - SEE SHEET L2.07SCALE: LAYOUT PLAN1a103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS APPELTENNISCOURTS5966CCRADIT FARM DRIVECRADIT FARM DRIVEBPBPBPBP(((4A4B5C5B5A5BSTAIR JSTAIR OSTAIR N00'25.03'16L5.01CURB RAMP - TYPE A18L5.01CURB RAMP - TYPE B12L5.01FLUSH GRANITE CURBSTORMWATER BASINSTORMWATERBASINSTORMWATER PLANTERSTORMWATER PLANTERSTORMWATERBASINSTORM-WATERBASIN3L5.03TENNIS COURT CHAIN LINK FENCE GATE8L5.01ASPHALT PATCHSTORM-WATERBASIN9L5.02CONCRETE WALLCONCRETERETAININGWALLS REFER TOSTRUCTURALDRAWINGS9L5.02CONCRETE WALL9L5.02CONCRETE WALLCOURT PAVEMENT,NEW CONSTRUCTIONCOURT PAVEMENT,NEW TOP COATCONCRETE RETAINING WALLREFER TO STRUCTURAL DRAWINGS9L5.02CONCRETE WALLSAWCUT ASPHALT FORCLEAN EDGE ABUTTINGGRANITE SETTS, TYP.SAWCUT ASPHALT FORCLEAN EDGE ABUTTINGGRANITE SETTS, TYP.9L5.02CONCRETE WALL9L5.02CONCRETE WALL15.00'36.00'16.00'36.00'16.00'8.21'20.67'12.00'13L5.01TRAVERSABLE GRANITE CURB /- 136.00' FLUSH GRANITE CURB36.00'4.50'27.00'78.00'18.00'21.00'21.00'12.00'21.00'10.34'10.34'109.7 'GATE:3.25'TYP.5L5.02GUARD RAIL5L5.02GUARD RAIL3L5.07BIORETENTION SECTION -QUARRY BLOCK, TYP.(COORDINATE LAYOUT WITHLANDSCAPE ARCHITECT)STONE DIAPHRAGM, REFERTO CIVIL DRAWINGS18L5.01CURB RAMP - TYPE B7L5.03TENNIS NET POST FOOTING7L5.03TENNIS NET POST FOOTING11L5.01ROADWAY GRANITE CURB, TYP.11L5.01ROADWAY GRANITE CURB, TYP.12' CURB BREAK20L5.01CURB BREAK8L5.078L5.07DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:02pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019MATERIALSPLAN - SITE 2L2.08JVBKEYMATERIALDETAILHEAVY DUTY CONCRETEMEDIUM DUTY CONCRETEHEAVY DUTY ASPHALTMEDIUM DUTY ASPHALTGRANITE SETTSPERMEABLE PAVERS ON POROUS CONCRETE ANDSTRUCTURAL SOILPERMEABLE PAVERS ON HEAVY DUTY CONCRETEGRAVEL MULCHCOURT PAVEMENT NEW TOP COURSETREE GRATECHAINLINK FENCESAFETY NETTING SYSTEM - SEE SPECSFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAINNEW SITE LIGHTING, SEE CIVILEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINEXISTING TREES TO REMAIN AND BE PROTECTEDSAW CUT PAVEMENTCONTRACT LIMIT LINEMATERIALS LEGEND1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVINGUNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALLCONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TOANY EXCAVATION.2. SEE NORTHING AND EASTING PLANS FOR LAYOUT OF LIGHTING.3. SEE NORTHING AND EASTING PLANS FOR PAVEMENT CENTER LINE ALIGNMENTSAND COORDINATES.4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.5. DO NOT SCALE BY MEASURING DRAWINGS.6. WALKS, DRIVES, CURBS AND PARKING TO BE STAKED OUT IN THE FIELD BY ALICENSED SURVEYOR.7. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACESUNLESS OTHERWISE NOTED.GENERAL NOTES(E)BP(E)FDC4L5.015L5.019L5.0110L5.0123L5.0119L5.0117L5.01MH MH22L5.0113L5.080020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: 1:20LAYOUT PLAN1MATCH LINE - SEE SHEET L2.07MATCH LINE - SEE SHEET L2.06103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS 1GEORGE JAMESONHALL3201JESSUP PLACEE JESSUP ROADLARGELOUNGELARGELOUNGELOUNGESTORAGEMECH.WLARGE LOUNGERHDAPT.RHD APT.404 SF1125 SF1560 SF1200 SF1200 SF1750 SF643 SF285 SF900 SFRABEDROOMOPEN TOBELOW240 SFKIT.QUIET STUDY LOUNGE1300 SFM.P.440 SFM.P.M.P.297 SF515 SFSTOR.V.540 SFK.STORV.COMMONSSTUDYBEDROOMSTOR.FULL BATHKV.FULLBATH165 SFCUST.TRASH150SF147SFE34SFLOUNGE1350 SFCAFE KITCH.CAFE619 SF1525 SF145 SF124 SFMKITCHEN230 SFLAUNDRYMOFFICE1060 SF140 SF271 SF1285 SFBIKES870 SFT148 SFCL.OFFICE274 SFLIVING ROOMPR87 SFVEND.152 SF43 SFE135 SFOFFICE140 SFV.STUDYLNG.514SFSTUDYLNG.514SF45SFELEC.IDF25 SFIDF44SF*IDF72 SF*****STOR.61 SFM.P.166 SF**C.53 SF***T66 SF*J380SF32 SFE.E73 SFWHALFBATHHALFBATHKBPBP2D2C2B2A1C1B2B18'TYP.8'-6"TYP.15L5.01ADA PAVEMENT MARKINGS(TYPICAL)1L5.03BIKE RACK (6)1L5.03BIKE RACK (8)1L5.03BIKE RACK (15)1L5.03BIKE RACK (8)15L5.01ADA PAVEMENT MARKINGS(TYPICAL)1L5.03BIKE RACK (6)1L5.03BIKE RACK (8)1L5.03BIKE RACK (8)SIGN TYPE P6SIGN TYPE P1SIGN TYPE P6SIGN TYPE P6 T5SIGN TYPE P3SIGN TYPE P1SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE T3 P6SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P72L5.03BIKE REPAIR STATIONSIGN TYPE T2SIGN TYPE T1SIGN TYPE T1 T2SIGN TYPE T2SIGN TYPE T2SIGN TYPE T1 T2SIGN TYPE T2SIGN TYPE T1 T2SIGN TYPE T2SIGN TYPE P7SIGN TYPE T1SIGN TYPE P8ALIGN SCORING ANGLE WITHBUILDING 1C FACADE8'TYP.8'TYP.EQUAL SPACING 7.33' TYP.EQ. SPACING 8.50' TYP.15L5.01ADA PAVEMENT MARKINGS(TYPICAL)EQ. SP.8.00' TYP.8'TYP.8'TYP.8'-6"TYP.4'-10"20'5'5'20'5L5.03BOLLARD (2)8' TYP.10'8'-6"16'SIGN TYPE P6 T58L5.03COLLAPSIBLE BOLLARD (3)5L5.03BOLLARD (1)5L5.03BOLLARD (2)1L5.03BIKE RACK (4)5L5.03BOLLARD (1)6L5.03BOLLARD WITHMOUNTED SIGNAGE (2)6L5.03BOLLARD WITHMOUNTED SIGNAGE (2)6'-3" TYP,10'TYP.EQUAL SPACI N G 1 0 . 0 0 ' T Y P .16'TYP.24'18'TYP.6L5.02RAISED CROSS WALK6L5.02RAISED CROSS WALK24L5.01STOP BAR CROSSWALK, TYP.8' TYP.TRIPHAMM E R R O A DAD18' 9'-1"SIGN TYPE T18'COL24L5.01STOP BAR CROSSWALK, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:21pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE - SITE 1L2.17JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'SCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN1MATCH LINE - SEE SHEET L2.18MATCH LINE - SEE SHEET L2.17-1aSCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN1aMATCH LINE - SEE SHEET L2.17MATCH LINE - SEE SHEET L2.202D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS 53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERBCEGEORGE JESSUP ROAD15ADA PAVEMENT MARKINGSE T2SIGN TYPE T1 T21L5.03BIKE RACK (7)1L5.03BIKE RACK (6)SIGN TYPE T2SIGN TYPE P7SIGN TYPE T4SIGN TYPE P215L5.01ADA PAVEMENT MARKINGS(TYPICAL)SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE P218'TSIGN TYPE P8SIGN TYPE P8SIGN TYPE P824.00'18.00'8'-6"TYP.8'-6"TYP.24.00'16.00'16.00'8'-6"TYP.9'TYP.18.00'10'TYP.EQ.TYP.EQ.TYP.18'24.00'8'-6"TYP.16.00'5L5.03BOLLARD (2)6L5.03BOLLARD WITHMOUNTED SIGNAGE (4)18'TYP.6L5.02RAISED CROSS WALK8' TYP.8'24L5.01STOP BAR CROSSWALK, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:21pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE - SITE 1L2.18JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'SCALE: SCORING, STRIPING, SIGNAGE, AND FURNISHINGS PLAN1MATCH LINE - SEE SHEET L2.19MATCH LINE - SEE SHEET L2.21MATCH LINE - SEE SHEET L2.172D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS 73207HASBROUCKAPARTMENTS3130G12GEORGE JESSUP ROADPROGRAM HOUSE DR I V E PLEASANT G R O V E R O A DHASBROUCK CIRCLESIGN TYPE T2SIGN TYPE P6SIGN TYPE P71L5.03BIKE RACK (3)10'-0" TYP.9'TYP.8'18'24'16'8'-6"TYP.8'MATCH EXISTING WALKSCORING PATTERN24L5.01STOP BAR CROSSWALK, TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:22pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE - SITE 2L2.19JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'MATCH LINE - SEE SHEET L2.22MATCH LINE - SEE SHEET L2.18SCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN12D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS CLARADICKSON HALL3018COURT HALL3202SISSON PLACEPLACE98 SFFREEZ.932 SFBULKCOOKING275 SFDISHDROPVESTIBULE329 SFE67SF134 SF128 SFPOTWASHCHILL.M W 177 SF177 SF66 SFIDF646 SFT64 SFCATERINGOFFICE935 SFCOLDKITCHEN**BP71D1A15L5.01ADA PAVEMENT MARKINGS (TYPICAL)1L5.03BIKE RACK (8)1L5.03BIKE RACK (5)SIGN TYPE P2 P5SIGN TYPE P7SIGN TYPE P78'-6"TYP.18'TYP.EQUAL SPACING 8.00' O.C. TYP.SIGN TYPE P6SIGN TYPE P68'TYP.ALIGN SCORING ANGLEWITH BUILDING 1DFACADE5L5.03BOLLARD (1)SIGN TYPE P6 T5SIGN TYPE P2 P48L5.03COLLAPSIBLEBOLLARD (4)6L5.03BOLLARD WITHMOUNTED SIGNAGE (2)6'-3"TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:22pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE - SITE 1L2.20JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'MATCH LINE - SEE SHEET L2.17MATCH LINE - SEE SHEET L2.21SCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN12D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS MARY DONLON HALL3026MEWS HALL3203T HALL0293209(JAM)JUST ABOUT MUSIC10UJAMAA3210SSON PLACEBPBP(E)(E)15L5.01ADA PAVEMENT MARKINGS (TYPICAL)15L5.01ADA PAVEMENT MARKINGS(TYPICAL)SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P6 T5SIGN TYPE P7SIGN TYPE P3SIGN TYPE P2SIGN TYPE P6SIGN TYPE P61L5.03BIKE RACK (10)18' TYP.8'-6"TYP.SIGN TYPE P38.50'TYP.18'SIGN TYPE P6SIGN TYPE T3 P61L5.03BIKE RACK (10)8'-6"TYP.18'8L5.03COLLAPSIBLEBOLLARD (4)8L5.03COLLAPSIBLE BOLLARD (3)5L5.03BOLLARD (2)6L5.03BOLLARD WITHMOUNTED SIGNAGE (4)6'-3" TYP.6'-3"TYP.6L5.03BOLLARD WITHMOUNTED SIGNAGE (1)DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:22pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE -CONNECTORL2.21JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'MATCH LINE - SEE SHEET L2.22MATCH LINE - SEE SHEET L2.18MATCH LINE - SEE SHEET L2.20MATCH LINE - SEE SHEET L2.23SCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN12D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS PLG RDPRV STN5213PROGRAM HOUSE DRIVEPLEASANT G R O V E ROAD RESIDENTIAL - 2 WINGSPUBLIC - 2 WINGSBP(E)BPBPBP4B4B3A3B3C3A5C3B3BSIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE P7SIGN TYPE P7SIGN TYPE T4 P62L5.03BIKE REPAIR STATIONSIGN TYPE P2SIGN TYPE P3SIGN TYPE P215L5.01ADA PAVEMENTMARKINGS (TYPICAL)SIGN TYPE P61L5.03BIKE RACK (13)1L5.03BIKE RACK (7)1L5.03BIKE RACK (6)1L5.03BIKE RACK (5)1L5.03BIKE RACK (6)1L5.03BIKE RACK (6)1L5.03BIKE RACK (7)1L5.03BIKE RACK (7)1L5.03BIKE RACK (7)1L5.03BIKE RACK (5)SIGN TYPE P6 T5EQUAL SPACING 8.00' TYP.ALIGN SCORING ANGLEWITH BUILDING 3A FACADEEQ. SPACING 10.00' TYP.10'TYP. EQUAL SPACING 8.00' TYP.7'TYP.7'TYP. 13'-7"TYP.8'TYP.8'TYP.ALIGN SCORINGANGLE WITH BUILDING3B FACADESIGN TYPE P6SIGN TYPE P6 T55L5.03BOLLARD (7)5L5.03BOLLARD (2)6L5.03BOLLARD WITHMOUNTED SIGNAGE (6)6'-3"EQ. SP. 8.00' TYP.18'24'9'DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:22pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE - SITE 2L2.22JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'MATCH LINE - SEE SHEET L2.24MATCH LINE - SEE SHEET L2.21MATCH LINE - SEE SHEET L2.19SCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN12D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS ROBERT J. HELEN APPELCOMMONS3204KAY HALL3202KCRADIT FARM DRIVEBPBP(E)4ASIGN TYPE T2SIGN TYPE T21L5.03BIKE RACK (7)1L5.03BIKE RACK (7)SIGN TYPE P8SIGN TYPE P8SIGN TYPE P8SIGN TYPE P8EQUAL SPACING 8.00' TYP.EQUAL SPACING 8.00' TYP.ALIGN SCORING ANGLEWITH BUILDING 4AFACADEEQUAL SPACING 8.00' TYP.8'TYP.EQ. SPACING 8.00' TYP.EQ. SP. 8.00' TYP.7'TYP.SIGN TYPE T26L5.02RAISED CROSS WALK24L5.01STOP BAR CROSSWALK, TYP.12'EQUAL SPACING 10' TYP.EQUAL SPACING 10' TYP.SIGN TYPE T2SIGN TYPE T2SIGN TYPE T46L5.02RAISED CROSS WALKDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:22pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE - SITE 2L2.23JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'MATCH LINE - SEE SHEET L2.24MATCH LINE - SEE SHEET L2.23-1aMATCH LINE - SEE SHEET L2.21MATCH LINE - SEE SHEET L2.23SCALE: LAYOUT PLAN1aSCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN12D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS APPELTENNISCOURTS5966CCRADIT FARM DRIVECRADIT FARM DRIVEPUBLIC - 1 WINGRESIDENTIAL - 1 WINGBPBPBPBP4A4B5C5B5A5B15L5.01ADA PAVEMENT MARKINGS(TYPICAL)SIGN TYPE P6L5.03SIGN TYPE P6SIGN TYPE P6 T5SIGN TYPE P6 T4SIGN TYPE P2 P5SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE P2SIGN TYPE P3SIGN TYPE T21L5.03BIKE RACK (7)1L5.03BIKE RACK (10)1L5.03BIKE RACK (7)1L5.03BIKE RACK (5)1L5.03BIKE RACK (3)1L5.03BIKE RACK (6)1L5.03BIKE RACK (4)SIGN TYPE P2 P4EQ. SP. 10.00' TYP.10'TYP.ALIGN SCORING ANGLEWITH BUILDING 5BFACADEEQ. SP. 8.00' TYP.SIGN TYPE P68'TYP.ALIGN SCORING ANGLE WITHBUILDING 5B FACADEEQ. SPACING 8.00' TYP.8'TYP.ALIGN SCORING ANGLE WITHBUILDING 5B FACADE7'-612"TYP.EQUAL SPACING 8.00' TYP.EQ. SP. 8.00' TYP.ALIGN SCORINGANGLE WITHBUILDING 4A FACADEEQUAL SPACING 8.00' TYP.8'-6"TYP.8'-6"TYP.8'-6"TYP.8'-6"TYP.SIGN TYPE P68'16.00'24'18.00'18'24.00'16.00'SIGN TYPE P6 T48L5.03COLLAPSIBLE BOLLARD (6)8L5.03COLLAPSIBLE BOLLARD (3)5L5.03BOLLARD (5)5L5.03BOLLARD (11)6L5.03BOLLARD WITH MOUNTED SIGNAGE (11)6L5.03BOLLARD WITHMOUNTEDSIGNAGE (2)6'-4"TYP.EQ. SPACING 9.00' TYP.EQ. SP. 7.75' TYP.EQ. SP. 8.00' TYP.EQ. SP.SIGN TYPE T1DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:23pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019SCORING,STRIPING &SIGNAGE - SITE 2L2.24JVBKEYMATERIALDETAILBIKE RACKBIKE REPAIR STATIONOUTDOOR DINING TABLE CHAIRSSEESPECS.BENCHSEESPECS.PICNIC TABLE BACKLESS BENCHSEESPECS.TREE GRATEFIXED BOLLARDCOLLAPSIBLE BOLLARDBOLLARD WITH MOUNTED SIGNAGESITE SIGNAGE. SEE SIGNAGE SCHEDULECONTRACT LIMIT LINE LEGEND1. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITHWORK. REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFOREPROCEEDING.2. INSTALL SIGNS PER MUTCD S . 2A.18.3. ALL SIGNS TO BE OFFSET 2'-0" FROM EDGE OF PAVEMENT.4. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECTBEFORE INSTALLATION.SCORING, STRIPING, SIGNAGE, FURNISHING NOTESKEYTYPEQTYMOUNT SI E NOTEST1830" 30"T2 2124" 24"T3424" X 24"T4 718" X 24"T51018" X 24"P1 218" X 24"P234INBOLLARD18" X 24"P3 1818" X 24"P4 218" X 24"P5218" X 24"P6 3318" X 30"P71018" X 24"P8 818" X 24"NO THRU TRAFFICBUSES, DELIVERIES SERVICE VEHICLES ONLYAT ALL TIMESEMERGENCYVEHICLESONLYBEYOND THIS POINTTOW AWAY ZONEEMERGENCYVEHICLESONLYANYTIMEANYTIMEANYTIMENOPARKINGTOW AWAY ZONEFIRELANELOADING ONENOPARKINGBUS LOADING UNLOADINGONLYNOPARKINGSIGNAGE SCHEDULE1L5.032L5.035L5.036L5.038L5.0313L5.088L5.030020'40'MATCH LINE - SEE SHEET L2.23MATCH LINE - SEE SHEET L2.22SCALE: 1:20SCORING, SIGNAGE, STRIPING, AND FURNISHINGS PLAN12D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781D105.03.2019CONSTRUCTION DOCUMENTS 1GEORGE JAMESONHALL3201JESSUP PLACEGE JESSUP ROADBPBP(7((72D2C2B2A1C1B2BTC 853.40BC 852.90TC 853.35BC 852.85852.01856.00854.00855.00856.00857.00857.00855.00858.00854.00858.00859.00852.00860.00863.00864.00860.00862.00860.00862.00863.00864.00865.00866.00867.00867 . 0 0 865.00866.00 856.001,600 859.00865.00861.00852.00 857.00 861.00857.00858.00 859.00 856.00861.002 MAX.851.002 MAX.850.00EE 852.98EE 856.10FFE 853.00EE 852.98FFE 853.00EE 852.98FFE 853.00EE 852.98FFE 853.00EE 852.98EE 856.10EE 860.50851.10851.46RIM 850.50EE 852.98RIM 852.50FFE 853.00EE 852.98FFE 853.00EE 852.98RIM 851.75FFE 853.00EE 852.98FFE 853.00FFE 853.00EE 852.98RIM 851.50RIM 852.10852.00851.00852.00 851.00EE 852.98FFE 853.00852.41FFE 853.00847.00 848.00 849.00 851.00 852.00 853.00 854.00 EE 852.98850.00 FFE 853.00EE 852.98866.00866.00EE 852.98EE 852.98RIM 851.75RIM 855.25846.00 855.00 856.00 851.001,800 850.002,270 857.97857.80858.56853.00850.0086864.00 863.00 862.00 861.00 865.00 865.00 866.0 0 867.0 0 RIM 852.32RIM 852.22RIM 852.46RIM 852.22RIM 852.22RIM 852.58CO 852.62TC/BC852.68FFE 853.00TW 854.50BW 853.00852.98852.98852.00 RIM 852.30RIM 852.48852.462 852.46852.46852.54852.68852.68852.98852.98852.98852.77852.73852.98RIM 852.21TC 853.48BC 852.98852.18852.352 2 853.0 0 853.75853.61852.98852.98852.98852.98852.98852.612 2 2 2 852.98852.68852.682 2 2 852.54RIM 851.75852.65852.62852.64852.582 2 2 2 2 2 EE 852.98FFE 853.00FFE 853.00FFE 853.00EE 852.98EE 855.98RIM 842 00PAD852.50TC 852.20BC 851.70852.66852.80854.00 852.98852.64852.64853.00853.00852.82TC 853.15BC 852.65852.11TC 852.82BC 852.32852.11852.98852.98852.74852.74852.84852.98852.98852.17852.58852.54852.82852.742 2 2 2 2 TR 866.70BR 866.20TR 866.83BR 866.33TS 857.50BS 853.00TS 862.10BS 857.60TS 866.70BS 861.20TR 866.83BR 866.33BR 865.67TR 867.39BR 867.06TC/BC861.40TC/BC861.73TC/BC861.40TC/BC861.73861.89TC/BC861.89TC/BC864.86TC/BC864.862 2 2 863.00863.18864.00864. 0 0 TR 866.17866.00866.00865.00864.00863.50TC/BC863.66TC/BC 864.42TC/BC 864.582 2 RIM863.16TR868.00BR 867.50867.29FFE 853.00EE 852.98EE 852.98852.86852.93852.792 2 2 2 845.90845.78849.86849.70852.052 2 2 853.13853.66TC 853.50BC 853.002 2 2 2 2 2 RIM 864.67TC/BC865.04865.00865.00 866.00 867.00 RIM864.67TC 863.66BC 863.33TC 864.58BC 864.25TC 864.65BC 866.15TC 864.93BC 866.43TR 854.50854.40854.52TR 854.62BR 854.00BR 854.12TC 854.62BC 854.12TC 854.74BC 854.24TC/BC855.18TC 861.96BC 861.46TC 861.60BC 861.10TC 859.42BC 858.36TC/BC 858.22TC 862.24BC 861.74861.38BR 861.52BR 861.57TR 862.07862.28TC 866.36BC 865.86TC 866.66BC 866.16856.79856.61856.44856.61855.92TC/BC859.00859.00TC 866.29BC 865.71859.69860.40859.95860.10857.78TR 862.022 RIM 852.50RIM 852.50RIM 856.50BR 858.02858.19858.21858.14TC 857.25BC 855.90858.07BR 857.902 MAX.TC 857.25BC 855.92TC 855.52BC 855.02854.5986 860.84861.06862.08RIM 854.24RIM 858.63RIM 860.00RIM 851.00RIM 852.25RIM 852.25RIM 852.25852.98852.61852.85852.44TW 854.50TS 852.98TC 853.62BC 853.12TC 852.82BC 852.32TC 852.82BC 852.32TC 852.99BC 852.49TC/BC851.004.1 852.872 TC 865.50BC 865.00TC 865.50BC 865.00TC 866.69BC 866.19TC 866.69BC 866.19TC 866.63BC 866.13TC 866.63BC 866.13TC 864.87BC 866.37TC 866.87BC 866.37TC 866.87BC 866.374.1 865.01865.004.1 MAXTC 851.48BC 850.98851.60853.42WETRIM 852.05RIM 851.95853.00MATCHEXISTINGGRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING CURBAND GRADETC/BC862.16TC 862.16BC 861.83TC/BC863.00TC 863.00BC 862.67TC/BC862.164.1 861.982 MATCH EXISTINGGRADE ANDCURBTC 851.72BC 851.22TC 851.63BC 851.13851.63TR 852.12BC 851.62TR 852.00BC 851.50TR 851.12TR 852.24BR 851.62BR 851.50EE 852.98857.52RIM 852.50TC 859.90BC 859.40TC 859.60BC 859.10BS 849.98TS 851.00BS 846.00852.98BS 853.00TS 857.502 2 852.88852.88852.88852.58FFE 853.00852.88852.702 2 RIM 852.29852.83852.55852.37852.81852.38852.52TW 854 50TW 854.50BW 853.00852.98852.98852.98852.98852.98852.32852.62852.91852.68852.72852.57852.41852.54852.54852.49TC/BC 865.50RIM 866.53851.42851.14BR 851.62BR 851.74851.30852.86852.16852.43852.54852.82852.54852.82855.88858.29858.01858.11858.00TC/BC 854.66TC 855.67BC 855.17TC/BC 855.00TRIPHAMM E R R O A D 837.00838.00839.00840.00841.00842.00843.00844.00 845.00 846.00 847.00 848.00 849.00 850.00 TR 848.56TR 848.50TC 849.00BC 848.50TW 843.50BW 842.25BW 841.25BW 842.50MATCH EXISTING CURBAND GRADEGRADEMATCH EXISTING CURBAND GRADEBR 848.06BR 848.00TC/BC 847.80BW 841.25TW 843.50BR 848.00BR 848.50BR 847.00BR 847.10BC 846.66TR 847.16TR 847.26GRTC 849.91BC 849.41848.66848.60RIM848.00RIM848.80DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:50pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: GRADING PLAN1MATCH LINE - SEE SHEET L3.02MATCH LINE - SEE SHEET L3.05GRADINGPLAN - SITE 1L3.01JVBMATCH LINE - SEE SHEET L3.01-1aMATCH LINE - SEE SHEET L3.01SCALE: GRADING PLAN1aSULF-PACKAGE-ASI-001304.05.2019SULF-PACKAGE-ASI-001-REV.404.08.2019103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS 53205532056320663206ROBERT PURCELLCOMMUNITY CENTER321283208JEROME H. HOLLANDINTERNATIONALLIVING CENTERBCEGEORGE JESSUP ROAD((870. 0 0 869. 0 0 868. 0 0 867 . 0 0 871. 0 0 873. 0 0 874. 0 0 8 7 5 . 0 0 876.00 877.00878.00879.00 877.00878.00876.00879.00 859.00861.00865.00 866.00 867.00 868.00 869.00 870.00 871.00 872.00 873.00 874.00 875.0 0 85 9 . 0 0 859.002 AX.2 MAX.872. 0 0874.00BS 859.86878.00 877.00 876.00875.00880.00 867.002,400 875.00 874.00 873.00 872.00 870.00 869.00 868.00 876.00875. 0 0 871.00 867.00868.00864.00 R68.00867.00 868.10TC 872.29BC 871.79BR 871.24BR 871.50BR 871.62TC 872.41BC 871.91TR 872.00TR 872.12BR 871.36TR 871.74TR 871.86868.00 BR 874.93BR 875.05TR 875.41TR 875.55BR 874.51BR 874.39TR 874.89TR 874.99TR 875.50TR 875.62BR 875.00BR 875.12BR 876.07BR 876.19TR 876.69TR 876.57TC 876.84BC 876.34TC 876.72BC 876.22TC 873.50BC 873.00TC 871.89BC 871.39TC 872.00BC 871.50TC 874.303BC 873.80BR 861.73TR 862.23862.44872.41872.27872.00875.04879.00TC 875.90BC 875.40TR 875.97TR 876.09BR 875.47BR 875.59TC/BC876.20TC 876.90BC 876.40TC 877.72BC 877.22TC 877.88BC 877.38TC 878.50BC 878.00TC 877.70BC 877.20TC 877.74BC 877.24TC 878.08BC 877.58TC 878.40BC 877.90TC 878.40BC 878.21TC 878.77BC 878.27TC 879.58BC 879.089TC 865.51BC 865.01880.00881.00 TC 879.65BC 879.15880.00876.20876.15873.20873.56873.76873.00870.83871.19871.39870.6387 1 . 0 0 871.38871.01873.75873.392 2 TC 876.15BC 875.65876.36876.24876.44TC 876.46BC 875.96877.29TC/BC877.29TC 877.29BC 876.96TC 877.29BC 876.96TC/BC877.55879.42TR 879.54BR 879.37879.34878.00 879.00 880.00 88 0 . 0 0BR 881.00TR 881.50TR 881.60882.00 882.00 883.00 884.00 RIM 877.22872.00TC 879.00BC 878.50TC 879.26BC 878.76TC 879.31BC 878.81TC 879.74BC 879.24TC 871.84BC 871.34TC 871.50BC 871.00TC 872.02BC 871.52TC 871.26BC 870.76C 866.29C 865.7157.78859.49859.37859.63859.50859.73859.54TR 862.18863.662 2 2 2 2 2 2 TC 860.81BC 860.31860.00 860.00860.16860.33860.16861.00 862.00 860.99.84860.84860.68875.692 2 2 RIM 867.50869.00 870.00 871.00 872.00 873.00 874.00 875.00 876.00 877.00 878.00 879.00 876.0 0RIM 875.55RIM 867.17RIM 875.75RIM 875.75RIM 875.50TC 868.12BC 867.62MATCH EXISTING CURBAND PAVEMENT881.00882.00883.00884.00885.00882.00 876.04TC/BC869.00TC/BC868.00876.32RIM 870.25MATCH EXISTING GRADETC 882.50BC 882.00MATCH EXISTING CURBAND PAVEMENTMATCH EXISTING CURBAND PAVEMENTMATCH EXISTING CURBAND PAVEMENTMATCH EXISTING GRADEMATCH EXISTING GRADEFINISH GRADE TO MATCHEXISTING TREAD HEIGHTBR 861.68TC/BC 878.00TC/BC 876.00865.50RIM 874.95868.34TC 867.99BC 867.49TC 868.00BC 867.50FLUSHCURBTC 877.63BC 877.13TC 879.82BC 878.32879.00 881.00 TC 882.34BC 881.84TC 880.14BC 879.64879.40DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:50pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: GRADING PLAN1MATCH LINE - SEE SHEET L3.03MATCH LINE - SEE SHEET L3.05MATCH LINE - SEE SHEET L3.01GRADINGPLAN - SITE 1L3.02JVB103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS 73207HASBROUCKAPARTMENTS313012GEORGE JESSUP ROADPROGRAM HOUSE DR I V E PLEASANT G R O V E R O A DHASBROUCK CIRCLE(893.00895.00896.00892.008 9 5 . 0 0 897.00898.00899.00913.00 915.00 911.00912.00910.00 909.00 908.00 907.00 904.0 0 903.0 0 905.00 906.00910.008 9 6 . 0 07:910.50BW 906.00 893.001,100 7:909.50BW 906.007:902.00BW 901.257:902.00BW 900.007:904.50BW 902.507:904.50BW 902.50%6896.90896.80893.00894.00893.00906.94905.94906.00906.94905.94906.94905.94906.94905.94906.00906.94906.00RIM893.50RIM896.82RIM892.11RIM892.50RIM912.21RIM909.84TC 892.67BC 882.17RIM901.95RIM901.17RIM901.13RIM 898.90RIM 899.649 0 7 . 0 0 9 0 8 . 0 0 907.007&899.37BC 898.877&899.50BC 899.00EE 898.9075900.50BR 900.00BR 899.00BR 899.20TR 899.33TR 899.53899.237&895.50BC 895.0089400899.43897.30894.00895.00896.00 BR 894.00TR 894.50BR 893.84TR 894.34BR 894.00TR 894.50BR 893.74TR 894.24894.40894.14BR 912.68TR 913.18913.16913.28913.0091 3 . 0 0 912.12BR 912.28BR 912.17 912.15 912.07TR 912.67TR 912.787:910.50BW 910.007:908.50BW 906.00MATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING CURBAND GRADEMATCH EXISTING CURBAND GRADE893.00RIM906.11TC902.00BC 901.50TC890.84BC 890.34TC890.61BC 890.11TC902.15BC 901.65902.15902.30TC896.58BC 896.08TC896.50BC 896.00TC894.50BC 894.00TC894.51BC 894.01RIM905.50CO907.50CO910.75906.38906.47906.51906.00 906.00 906.00905.00904.00903.00906 00RIM905.94TC894.26BC 893.76TC894.98BC 893.48TC894.07BC 893.57TC893.50BC 893.00PAD893.50DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:50pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: GRADING PLAN1MATCH LINE - SEE SHEET L3.04MATCH LINE - SEE SHEET L3.06MATCH LINE - SEE SHEET L3.02GRADINGPLAN - SITE 2L3.03JVBCLARIFIEDFINAL GRADESTHROUGHOUT103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS CLARADICKSON HALL3018COURT HALL3202SISSON PLACEPLACEBP(71D1A856.00 850.00 845.00 842.00 857.00 853.00 854.00 844.00844.00855.00 855.00 853.00 852.00854.00 857.00 856.00856.00 854.00 855.00 845.00844.00 8 3 9 . 0 0 847.00 846.00 848.00 849.00 851.00 852.00 4.9 MAX.855.00 85857.00 856.00 EE 852.98FFE 853.00EX. TREE853.94EX. TREE855.21EE 856.10TR 843.72EE 845.10RIM 843.508 3 8 . 0 0 842.00855.00 4.9 MAX.4.9 MAX.854.00 856.00 855.00854.004.9 MAX.FFE 839.00FFE 839.00838.008 4 0 . 0 0 BR 843.22842.64843.00TC 843.50BC 843.00 836.75935 84 5 . 0 0 TR 843.50TR 843.60BR 843.10BR 843.00BR 843.10843. 0 0841.5084 1 . 0 0 84 0 . 0 0 TR 843.50855.00853.00854.00 837.00838.00837.00EE 852.982 852.002 2 RIM 852.75RIM 851.75RIM 845.25RIM 843.60RIM 843.30TC 843.99BC 843.49TC 842.93BC 842.43TC 841.25BC 840.75TC 840.50BC 840.00TC 840.90BC 840.40TC 840.00BC 839.50MATCH EXISTING CURBMATCH EXISTING CURBAND GRADEMATCH EXISTING CURBAND GRADETC 838.00BC 837.50837.2483 8 . 0 0 RIM 837.2583 9 . 0 0 841.6084 2 . 0 0 84 3 . 0 0TR 843.50RIM 855.25RIM 852.32RIM 852.27RIM 852.34RIM 852.22RIM 850.66TR 843.60852.98TC/BC853.00853.00RIM 852.502 BW 843.50841.00842.64BS 842.90TC 842.63BC 842.13TC/BC841.37TC 840.50BC 840.00BR 842.00TR 842.50TW 837.63BW 837.13852.982 TW 854.50851.00RIM 842.00839.00PAD852.50TW 841.50BW 839.00TW 844.00TW 839.50BS 844.40TS 852.50BS 848.50TS 848.40852.23852.60852.88852.60852.74844.30845.90845.784.9 MAX.4.9 MAX.4.9 MAX.2 EE 843.63MATCH EXISTING GRADE859.69852.00 852.00853.75853.25856.39856.57856.82854.48854.65854.14854.31857.00TC 855.52BC 855.022 2 2 2 2 2 852.95TRENCH835.33 BS 835.33 BS 835.33835.50BW 835.50TW 844.00BW 835.42835.50RIM 854.24TW 839.50RIM 852.25RIM 853.25RIM 855.31RIM 855.30RIM 858.00RIM 854.14RIM 835.52RIM 835.37TD 839.00BD 835.42851.00856.00RIM 851.50RIM 854.19RIM 854.19836.003 839.00838.00839.008.8 8.8 8.8 8.8 7.4 840.00841.00RIM 841.90FINISH GRADE TO MATCHEXISTING TREAD HEIGHTRIM 839.408 4 1 . 0 03 8.8 8.8 8.8 8.8 852.52852.52852.52TW 854.50BW 853.00852.73853.00 853.00853.33EX. TREE852.28852.092 2 2 MATCH EXISTING GRADEMATCH EXISTING GRADE852.54TW 844.00TW 842.50BW 835.50TW 842.50RIM 836.75857.49857.39857.49853.00RIM 841.60839.00839.00 837.7583 7 . 0 0 837.00838.00TC/BC837.65837.7683 8 . 0 0 RIM 839.50TC/BC 855.00TC 839.50BC 839.25854.00 DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:50pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: GRADING PLAN1MATCH LINE - SEE SHEET L3.05GRADINGPLAN - SITE 1L3.04JVBMATCH LINE - SEE SHEET L3.01103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS MARY DONLON HALL3026MEWS HALL3203T HALL0293209(JAM)JUST ABOUT MUSIC10UJAMAA3210SSON PLACEBPBP(E)(E)77:9RIM863.50858.00 857.00859.00859.00 860.00 865 . 0 0 870. 0 0 860.0086 8 . 0 0 869 . 0 0 864. 0 0 86 7 . 0 0 86 6 . 0 0 862.00 863.00 867.00858.00861.00875.00859.00861.00862.00861.00860.00859.00 859.002 2 858.00858.00887.00875.00876.00877.00878.000 88 4 . 0 0 88 3 . 0 0 88 2 . 0 0 881 . 0 0888.00882.00879.00883.00884.00885.00886.00886. 0 0 881.00880.00BS888441MATCH EXISTING GRADE876 . 0 0 871 . 0 0 87 3 . 0 0874.0087 2 . 0 0 874.008 7 5 . 0 0 877.00 878.00 879.00 876.00877.00BS 859.86EE 869.80EE 880.20E854.00RIM 883.50862.00885. 0 0EE 887.98873.54 EE 886.98858.00 874.00235 SF 875.00235 SF 876.00235 SF 877.00246 SF857.64857.58857.35859.37859.50859.73859.36859.54859.00858.36859.74TC/BC861.64TC 861.86BC 861.36861.04TC/BC861.20861.482 861.78861.62TC/BC862.00TC/BC862.00TC 862.77BC 862.27TC 862.94BC 862.44TC 862.74BC 862.24TC 862.50BC 862.00BC860.31874.19873.54873.87874.48880.32880.00BS 858.89BS 858.89858.47858.63TC 860.00BC 859.50RIM 858.50RIM 859.50878.50877.50877.50876.50876.50875.50875.50874.50880.18880.50TW8BW 8 880.00 2 RIM 857.25869.64RIM889.508845788418884798842888489886.86BC 887.10BC 886.38EE 888.95888.00TS 888.83BS 888.25888.48869.74865.00870.29870.58880.04881.92881.76RIM 882.33RIM 882.52RIM 884.25RIM 884.50TW 891.50BW 883.50855.00 855.00 RIM 852.60853.00854.00854.00856.00856.00 854.00857.002 2 RIM 858.00RIM 858.00RIM 859.00STT863.00863.00FINISH GRADE TO MATCHEXISTING TREAD HEIGHTMATCH EXISTING GRADEADE TO MATCHTREAD HEIGHT5 FINISH GRADE TO MATCHEXISTING TREAD HEIGHTMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADE857.65FFE875.50RIM880.69RIM866.25RIM864.0088886.93886.83891.8891.88DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:50pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: GRADING PLAN1MATCH LINE - SEE SHEET L3.06MATCH LINE - SEE SHEET L3.02GRADINGPLAN -CONNECTORL3.05JVBMATCH LINE - SEE SHEET L3.07MATCH LINE - SEE SHEET L3.04103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS BP(E)BPBPBP(4B4B3A3B3C3A5C3B3BEE 891.98EE 891.98EE 891.98EE 891.98908.0 0909.00910.00 911.00 912.00 892. 0 0 890.0088 5 . 0 0 88 4 . 0 0 890.00891.00888.00891.00892.00892.00 891.0088 7 . 0 0 886. 0 0 88 6 . 0 0 889.00888 . 0 0 889 . 0 0 89 0 . 0 0 891 . 0 0 BS 886.8476891.8476891.84EE 891.98 88800 88900 8900088 9 00 89 0 00 8 9 1 0 0 8 9 1 0 0 89200TS 905.00EE 891.98EE 891.98RIM892.32RIM886.50907. 0 0 907.00906.00905.00904.00903.00902.00901.00900.0090 6 . 0 0 90 5 . 0 0 897.00898.00899.00896.00895.0091 1 . 0 0 893. 0 0 89600908.00EE 891.98 88700319 88800 88900910.00 909.00 908.00 907.00 8 8 7 . 0 0 894.00 893.00891.00892.00893.00894.00895.00892.00893.00894.00891.00892.00905.00905.30893.00892.00904.0 0 903.00 905.00 906.00 EE 891.98RIM887.508920089300 89200 89300FFE 894.00EE 893.98FFE 893.00EE 892.988 FFE 892.00FFE 892.00FFE 892.00FFE 892.00FFE 892.00FFE 893.00EE 892.98EE 891.98FFE 892.00EE 891.98FFE 892.0088600EE 887.98891.007:905.50BW 901.50887008 9 0 0 0 903.001,900 886.002,360 893.00TC/BC912.54912.51 886.001518 SFTS 900.90893.00TW 889.50BW 888 48RIM886.50891.76891.96891.88891.82FFE 892.000888.52888.4888900 88800889.40889.59TC 889.43BC/RIM888.93TC 889.66BC 889.16FFE 892.00FFE 892.00M 884.25884.50RIM 891.50TW 891.50BW 886.50890.50891.50889.50890.50888.50888.50890.50889.50888.50889.50890.50891.50888.00889.00890.00890.00889.00891.00888.00887.00889.00888.00889.00889.00890.00890.00891.00890.00891.72890.00890.27RIM888.9589100893.00TR 891.06BR 890.56TC/TR 890.77BC 890.27TR 890.77BR 890.27BC 891.02TC 891.52891.00890.30890.81FFE 892.00EE 891.98FFE 892.00EE 891.98FFE 892.00EE 891.98FFE 892.00890.13TC/BC 891.98TC/BC 891.82AREAWAY7:901.50BW 892.98905.94BS 901.00EE 891.98FFE 892.00EE 891.98FFE 892.00890.88890.73890.77RIM 890.73891.68891.70893.44893.20893.44893.202 892.76892.64892.64893.78RIM 892.32892.86892.79892.65892.95RIM 888.4189500897.06RIM892.11RIM892.50RIM888.50TC/BC889.50889.32TC 889.50BC 889.00TR 889.67TR 889.45BR 889.08BR 889.17RIM888.40888.93889.09RIM890.80TC 892.21BC 891.71TC 892.50BC 892.00BR 892.12TR 892.62BR 892.28TR 892.78BC 882.17TC 892.86BC 892.36RIM903.50RIM904.50RIM912.00RIM992.50RIM992.50RIM892.90RIM892.50RIM992.50892.83892.83892.83RIM992.50892.78RIM891.60RIM 852.32893.00893.00893.20893.00893.00RIM891.50RIM891.50RIM892.50 891.002,738 891.002,400 2 2 2 2 2 2 2 2 2 2 2 2 ST%6893.0076901.50RIM893.50RIM891.50RIM891.98INV.891.00INV.891.00889.00RIM891.60891.96891.96891.96RIM891.80RIM891.80RIM891.802 891.64893.00RIM 891.86NG GRADEMATCH EXISTING GRADETC 912.99BC 912.49TC 912.57BC 912.07TC/BC912.57912.36TC 889.83BC 889.33888.00891.00892.0000TR 891.18BR 890.68FFE 892.00TC/BC912.27TC/BC912.29BR 912.32TR 912.72TR 912.67912.57912.47RIM891.25891.55891.58891.77891.65891.78892.00892.69891.84891.85891.69891.60891.58890.98890.93890.64892.83892.41892.63892.83892.95892.97RIM892.50892.952 2 893.79893.68893.08892.968910089000 89000 88900 88800886.87886.7786.93886.83891.88891.88891.88891.88891.881.88891.98891.68891.65891.86891.88891.34891.362 891.37891.24891.18891.08890.96TR 890.87888.64888.11889.54905.18905.14905.25905.10905.35905.65892.312 892.98892.98892.00891.81911.40911.65911.83912.07912.26912.41908.58908.48TW 901.50TW 905.50902.71902.48901.46901.39900.62900.25895.44MATCH EXISTING GRADE895.68895.75897.22905.904.00903.00906.00RIM905.94RIM905.80PAD893.50DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:50pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: GRADING PLAN1MATCH LINE - SEE SHEET L3.08MATCH LINE - SEE SHEET L3.05MATCH LINE - SEE SHEET L3.03GRADINGPLAN - SITE 2L3.06JVB103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS ROBERT J. HELEN APPELCOMMONS3204KAY HALL3202KCRADIT FARM DRIVEBPBP(E)(4AEE 884.02EE 869.97865.00866.00869.00 869.00870.00871.00872.00873.00874.00875.00864.00TW 871.50BW 871.00865.33865.46EE865.10EE 870.98TW 871.50BW 870.72EE 887.98FFE871.00EE 870.98FFE871.00888886.008875.00 867.00 868.00 870.00EE 870.98BS 871.00BW 866.37884 . 0 0 885. 0 0886.00887.00TS 877.96BS 878.06TS 885.60BS 885.70TS 888.02880.00888.00TW 871.50BW 869.00TW 871.50BW 871.00TW 871.50BW 871.00TW 871.50BW 869.82TW 871.50BW 869.00872.00874.00 873.00 873.00TW 872.50BW 871.00871.00 868.00233 SF 869.00307 SF 870.00307 SF 873.00196 SF235 SF857.00 858.00 856.00 855.00855.00 856.00 857.00 858.00 859.00 860.00 861.00 862.00 853.00 855.00 852.00 851.00 850.00 849.00 848.00863.57TC 866.43BC 865.93TC 866.93BC 866.43TC 868.50BC 868.00865.69TW 873.00BW 871.00873.03873.24870.42870.89873.49872.32872.44TS 872.50873.20TW 8BW 8TS 880.90BS 878.30TS 878.20BS 875.60875.50RIM871.50RIM 888.25RIM869.50RIM872.20872.00871.00TW 872.50BW 871.00EE 870.98872.20871.50870.50870.50869.50TS 871.00TS 869.00RIM869.46BW 883.92MATCH EXISTING GRADEMATCH EXISTING GRADERIM869.75TC 870.32BC 869.82TC 870.53BC 870.03MATCH EXISTING GRADE866.42865.35866.00TW 871.50TW 878.46TW 878.56TW 885.10TW 886.20TW 888.52870.91BS887.558TW 8TW 8BS 871.00FFE 888.00TW 888.50BW 871.00875.00 885.00 TC 870.51BC870.01TC 871.38BC 870.8800 854.00 STTR 858.66BR 858.16MATCH EXISTING GRADERIM854.23TC 854.00BC 853.67TC 854.25BC 853.92TC/BC 854.00TC/BC 854.25854.00 854.00854.00TC 854.98BC 854.48TC 858.36BC 857.86TC 858.50BC 858.00TC 855.50BC 855.00TR 858.82BR 858.32TR 858.91BR 858.41TR 859.07BR 858.572 2 2 2 2 2 2 MATCH EXISTING GRADEMATCH EXISTING GRADE855.33858.33MATCH EXISTING GRADEMATCH EXISTING GRADETO MATCH EXISTINGSTAIR TREAD HEIGHTMATCH EXISTING GRADETO MATCH EXISTINGSTAIR TREAD HEIGHT855.83855.83856.20855.66856.18MATCH EXISTING GRADEMATCH EXISTING GRADETW 888.50BW 871.00870.00 852.17TC 854.95BC 854.45MATCH EXISTING GRADETS 889BS 886TS 886875.50RIM 873.50RIM 868.50TW 888.50TW 888.50TW 888.50 TW 871.50BW 871.25TW 872.25BW 872.00RIM 871.50TC 870.91BC 870.49RIM870.78868.90BW 886.63BW 887.00BW 886.71BW 887.00BW 886.92 873.00196 SFMATCH EXISTINGTS 872.74(850.00 849.00 848.00 847.00 846.00 845.00 MATCH EXISTING GRADETC 846.50BC 846.21TC 847.08BC 846.75TC/BC 847.27TC/BC 846.72TC/BC 846.54TC/BC 847.08TC 846.72BC 846.39MATCH EXISTING GRADE2 2 MATCH EXISTING GRADEMATCH EXISTING GRADEMATCH EXISTING GRADTC 847.44BC 846.94847.00 847.00848.00 DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:51pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DMATCH LINE - SEE SHEET L3.08MATCH LINE - SEE SHEET L3.10MATCH LINE - SEE SHEET L3.07-1aMATCH LINE - SEE SHEET L3.05GRADINGPLAN - SITE 2L3.07JVBSCALE: GRADING PLAN1SCALE: GRADING PLAN1aMATCH LINE - SEE SHEET L3.07103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS BPBPBPBP(((4A4B5C5B5A5BEE 889.98893.00 892.00 891.00 890.00 889.0 0 895.00899.00890.00 892.00 893.00 894.00 871.00872.00870.00897.00 888.0 0 898.00 896.00899.00899.00 889.00890.00891.00 873.00 8 8 8 . 0 0 890.00 889.00892.00 891.00 890.00 88900 EE 887.98RIM893.50RIM 894.75873.00895.00893.00 8 8 7 . 0 0 RIM892.50895.00 896.00 897.00 899.00 900.00 7&891.50BC 891.40EE 893.98FFE 894.00EE 893.98FFE 894.00EE 891.98FFE 892.00TW 896.00BW 894.438920089300 892002,774 FFE 894.00EE 893.9889800 89900 888.001,700 89 6 . 0 0 89 5 . 0 0 899.00 885.00884.00883.00882.00881.00880.00872.00 871.00 874.00 875.00 887.00 879.00878.00877.00876.00875.00874.00873.00FFE 894.00EE 893.98 890.25750 SFTC 895.00BC 894.50TC 895.56BC 895.23TR 892.65BR 892.15BS 876.83TS 890.50BS 885.00893.00892.007&891.50BC 890.00TS 889.79FFE 890.00FFE 890.00EE 889.98889.88889.35TW 889.50BW 888.48TW 889.50BW 888.85BS 883.70TS 883.60BS 881.00TS 880.90878.30888.66FFE 888.00890.00 891.00 890.00 892.00 893.00 888.0088800 892.00 893.00 BS 887.79BS 887.79887.55887.79887.69887.69887.88FFE 888.00EE 887.98TS 873.00BS 869.33869.55 1 MAX. 6.6 MAX. 6.6 MAX. 6.6 MAX.873.00BS 871.00TS 873.00TW 893.50TW 890.50TW 888.29TW 893.50TS 884.93BS 880.93TS 880.83876.73TC/BC 876.00890.40TC/BC 889.45TC/BC 889.50 TC 889.96BR 889.46TR 889.96BR 889.61TR 890.11TR 892.81BR 892.31TC 895.18BC 894.68TC 895.09BC 894.59TC 894.55BC 894.05BR 893.83TR 894.48BR 893.98TR 894.51BR 894.01EE 893.98FFE 894.0089700 89600 89600 893.88893.48893.75893.68893.47TW 895.50BW 894.00894.61894.58TR 894.33893.74TC 893.69TC 893.53TW 894.25BW 893.69TW 894.25BW 891.15893.83TW 891.55BW 891.15TW 891.50TW 894.00 893.00 760 890.88890.73RIM 890.21889.92889.80889.95890.77RIM 890.00893.32893.42893.44893.202 893.44EE 889.98FFE 890.00888.00889.0088900 BW 889.50888.09RIM 888.41888.4588900896.25895.75895.40TW 896.00BW 894.00894.758950089500897.64897.34897.48897.31897.52888.32888.48897.47897.68897.50TC/BC896.00TC 897.28BC 896.78TC 897.71BC 897.21895.75896.00896.00TC 897.00BC 896.50TC 897.41BC 896.91894.00894.40RIM894.16898.00 89400 893.81893.32TW 995.34BW 893.84889.10889.60889.45890.93891.09891.21891.05893.53893.26893.28893.83893.81893.66TW 995.34BW 893.84893.60893.55893.19893.33893.60893.40892.73892.80892.92892.87893.88893.50893.64893.74889.50RIM890.50RIM888.50RIM888.25RIM 893.10RIM 892.50RIM 891.25RIM 895.95RIM 896.50TC/BC897.51TC/BC897.00TC 895.67BC 895.17HP896.50TC 897.00BC 896.50HP896.5089 7 . 0 0RIM898.50 TC 897.91BC 897.41TC 896.00BC 895.50TC 899.75BC 899.25TC 899.67BC 899.17898.25TC 897.25BC 896.75893.98TC 894.38BC 893.88TC/BC 893.78BR 893.88TR 894.38TC 894.38894.00 RIM 889.69RIM 887.50RIM 890.00RIM 890.61TC/BC 899.84BR 899.92BR 899.80STST888.50871.00RIM 874.85TC/BC 872.00872.00 871.00 870.00INV.891.00TC 896.14BC 895.64TC 895.84BC 895.34BR 900.42BR 900.30TW 894.25BW 893.9689700 TS 889.00BS 886.40TS 886.30MATCH EXISTING GRAD5.00'5' WIDE EMERGENCY OVER-FLOW ELEVATION 894.005' WIDE EMERGENCY OVER-FLOW ELEVATION 891.255.00'BW 887.00BW 886.92TW 889.50BW 888.00DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 08, 2019 - 1:51pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019GRADING LEGEND 846.00FFEEETRBRTWBWCOTCBCMAJOR PROPOSED CONTOUREXISTING CONTOURMINOR PROPOSED CONTOURFINISH FLOOR ELEVATIONENTRY ELEVATIONTOP OF RAMPBOTTOM OF RAMPTOP OF WALLBOTTOM OF WALLCLEAN OUT RIM ELEVATIONTOP OF CURBBOTTOM OF CURBSPOT ELEVATIONNEW STORM STRUCTURESGRADING NOTES $//(X,67,1*6758&785(681/(6627+(5:,6(127('725(0$,1)(1&,1*75((6(7&:,7+,1&216758&7,21$5($6+$//%(5(029(' ',6326('2)2))6,7( *(1(5$/&2175$&7256+$//127,)<$//87,/,7<&203$1,(6+$9,1*81'(5*5281'87,/,7,(6216,7(25,15,*+72):$<35,2572(X&$9$7,21&2175$&7256+$//&217$&787,/,7</2&$7,1*&203$1<$1'/2&$7($//87,/,7,(635,2572*5$',1*67$57 6,7(*5$',1*6+$//127352&(('817,/(526,21&21752/0($685(6+$9(%((1,167$//(' *5$',1*$5281'(X,67,1*75((672%(0,1,0, ('&251(//+$675((3527(&7,2167$1'$5'67+$7$5(72%(,03/(0(17('$1'$'+(5('72 0,1,0, (,03$&772(X,67,1*5(0$,1,1*/$1'6&$3(:+,/((X&$9$7,1**5($7&$5(,672%(7$.(172$92,'',6785%,1*522762)(X,67,1*75((6+$1'(X&$9$7,21:,//%(5(48,5(':+(5((X,67,1*75((52276$5(35(6(17 $//(X,67,1*87,/,7<&29(56$1'*5$7(6:,7+,17+($5($2)',6785%$1&($5(72%($'J867('720((7352326('*5$'(6 0$7&+(X,67,1**5$'($7$//('*(6:+(5(352J(&7:25.0((76(X,67,1*6,7( 6(((/(&75,&$/'5$:,1*6)25352326('87,/,7,(6 ,)*5$',1*,17(5)(5(6:,7+(X,67,1*6+58%3/$17,1*/,)7$1'5(3/$176+58%:+(1*5$',1*,6&203/(7( $//:$/.:$<672+$9($0$;,080&52666/23( $//$'$$&&(66,%/(5287(6,1',&$7('213/$1672+$9($0$;,0805811,1*6/23($65(48,5('%<&2'(TDBDTOP OF LOADING DOCKBOTTOM OF LOADING DOCKKEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE, TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)BP(E)FDCMH MHBP0020'40'2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DSCALE: 1:20GRADING PLAN1MATCH LINE - SEE SHEET L3.07MATCH LINE - SEE SHEET L3.06GRADINGPLAN - SITE 2L3.08JVB103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE205.03.2019CONSTRUCTION DOCUMENTS PLANTINGSCHEDULEL4.00ZDRPLANT SCHEDULEKEYTAXONOMICAL COMMON ROOT SIZE NOTEMAJOR DECIDUOUS TREEĂďϭϯ ĐĞƌпĨƌĞĞŵĂŶŝŝΖ:ĞĨĨĞƌƐƌĞĚΖƵƚƵŵŶůĂǌĞ&ƌĞĞŵĂŶDĂƉůĞΘϮΗͲϮͲϭͬϮΗDh>d/^dD͕ϯĂƌϮϰĐĞƌǆĨƌĞĞŵĂŶŝŝ͚ƌŵƐƚƌŽŶŐΖ ƌŵƐƚƌŽŶŐ&ƌĞĞŵĂŶDĂƉůĞΘϯΗͲϯͲϭͬϮΗƐŝ ϭϵ ĐĞƌǆĨƌĞĞŵĂŶŝŝ͚^ŝĞŶŶĂ͛^ŝĞŶŶĂ'ůĞŶDĂƉůĞΘϮΗͲϮͲϭͬϮΗĚŚ ϮϬĞƚƵůĂŶŝŐƌĂΖEDd&ΖƵƌĂͲŚĞĂƚZŝǀĞƌŝƌĐŚΘ ϭϬΖͲϭϭΖDh>d/^dD͕^W/DEĐŚ ϵĞůƚŝƐŽĐĐŝĚĞŶƚĂůŝƐΖŚŝĐĂŐŽůĂŶĚΖ,ĂĐŬďĞƌƌǇΘϯΗͲϯͲϭͬϮΗũĂϭϬĞƌĐŝĚŝƉŚǇůůƵŵũĂƉŽŶŝĐƵŵ<ĂƚƐƵƌĂΘϮΗͲϮͲϭͬϮΗ'>ŵƐ ϵ 'ůĞĚŝƚƐŝĂƚƌŝĂĐĂŶƚŚŽƐΖŚƌŝƐƚŝĞΖ,ĂůŬĂ,ŽŶĞǇ>ŽĐƵƐƚΘϮΗͲϮͲϭͬϮΗDh>d/^dD͕ϯ'>Ɛƚ ϭϯ 'ůĞĚŝƚƐŝĂƚƌŝĂĐĂŶƚŚŽƐΖŚƌŝƐƚŝĞΖ,ĂůŬĂ,ŽŶĞǇ>ŽĐƵƐƚΘϮΗͲϮͲϭͬϮΗ^dEZ͕ZE,dKϳΖ'zĚŝϭϮ'ǇŵŶŽĐůĂĚƵƐĚŝŽŝĐƵƐΖƐƉƌĞƐƐŽΖƐƉƌĞƐƐŽ<ĞŶƚƵĐŬǇŽĨĨĞĞdƌĞĞΘϮΗͲϮͲϭͬϮΗ>Ɛƚ ϲ>ŝƋƵŝĚĂŵďĂƌƐƚǇƌĂĐŝĨůƵĂ^ǁĞĞƚŐƵŵΘϮΗͲϮͲϭͬϮΗ>/ƚƵϭϮ>ŝƌŝŽĚĞŶĚƌŽŶƚƵůŝƉŝĨĞƌĂΖ:&^ͲKǌΖŵĞƌĂůĚŝƚǇdƵůŝƉdƌĞĞΘϮΗͲϮͲϭͬϮΗEzǁĨϵEǇƐƐĂƐǇůǀĂƚŝĐĂΖtŝůĚĨŝƌĞΖtŝůĚĨŝƌĞůĂĐŬdƵƉĞůŽΘϭͲϭͬϮΗW>ǆĂ ϯZ WůĂƚĂŶƵƐǆĂĐĞƌŝĨŽůŝĂΖDŽƌƚŽŶŝƌĐůĞΖǆĐĂůĂŵĂƚŝŽŶ͊>ŽŶĚŽŶWůĂŶĞƚƌĞĞ ΘϮΗͲϮͲϭͬϮΗYhƵƉϲYƵĞƌĐƵƐŵĂĐƌŽĐĂƌƉĂΖ:&^Ͳ<tϯΖhƌďĂŶWŝŶŶĂĐůĞƵƌƌKĂŬΘϭͲϭͬϮΗͲϭͲϯͬϰΗYhŚĞϭϬYƵĞƌĐƵƐǆŵĂĐĚĂŶŝĞůůŝΖůĞŵŽŶƐΖ,ĞƌŝƚĂŐĞKĂŬΘϭͲϭͬϮΗͲϭͲϯͬϰΗh>ĂĐ Ϯϵ hůŵƵƐΖDŽƌƚŽŶΖĐĐŽůĂĚĞůŵΘϮΗͲϮͲϭͬϮΗh>Ĩƌ ϰϲ hůŵƵƐ͚EĞǁ,ŽƌŝǌŽŶ͛&ƌŽŶƚŝĞƌůŵΘϮΗͲϮͲϭͬϮΗh>ŵŐϮϮhůŵƵƐ͚DŽƌƚŽŶ'ůŽƐƐǇ͛dƌŝƵŵƉŚůŵΘϯΗͲϯͲϭͬϮΗMINOR DECIDUOUS TREEDĂďϮϮŵĞůĂŶĐŚŝĞƌпŐƌĂŶĚŝĨůŽƌĂΖƵƚƵŵŶƌŝůůŝĂŶĐĞΖ ƉƉůĞ^ĞƌǀŝĐĞďĞƌƌǇΘ ϲΖͲϳΖ Dh>d/^dDϱнĐĂϭϰĞƌĐŝƐĐĂŶĂĚĞŶƐŝƐĂƐƚĞƌŶZĞĚďƵĚ͕ƐƉĞĐŝĞƐΘϳΖͲϴΖ Dh>d/^dDϯͲϱKŵĂ ϲŽƌŶƵƐŵĂƐΖ:&^WEϰ>ĞŐĂĐǇΖ ^ĂĨĨƌŽŶ^ĞŶƚŝŶĞůŽƌŶĞůŝĂŶŚĞƌƌǇΘ ϳΖͲϴΖ Dh>d/^dDϯͲϱ,ǀŝϰϴ,ĂŵĂŵĞůŝƐǀŝƌŐŝŶŝĂŶĂΖ,ĂƌǀĞƐƚDŽŽŶΖ,ĂƌǀĞƐƚDŽŽŶtŝƚĐŚͲŚĂǌĞůΘϲΖͲϳΖ Dh>d/^dDϱнDƐŐϭDĂůƵƐƐĂƌŐĞŶƚŝŝΖ^ĂƌŐĞŶƚΖ ^ĂƌŐĞŶƚƌĂďĂƉƉůĞΘ ϲΖͲϳΖDĚǇϲDĂůƵƐƐƉ͘ΖŽŶĂůĚtǇŵĂŶΖ ŽŶĂůĚtǇŵĂŶƌĂďĂƉƉůĞΘ ϴΖͲϵΖDǁĞ ϱDĂůƵƐƐƉ͘ΖDĂŶďĞĐŬtĞĞƉĞƌΖ;ƐǇŶ͘ŶŶĞͿ ŶŶĞƌĂďĂƉƉůĞΘ ϴΖͲϵΖDŐŽϳDĂůƵƐƐƉ͚͘^ĐŚŵŝĚƚĐƵƚůĞĂĨ͛ 'ŽůĚĞŶZĂŝŶĚƌŽƉƐƌĂďĂƉƉůĞΘ ϲΖͲϳΖDƐƚ ϯDĂůƵƐƐƉ͘Ζ^ƵŐĂƌdǇŵĞΖ ^ƵŐĂƌdǇŵĞƌĂďĂƉƉůĞΘ ϴΖͲϵΖDǌƵ ϲDĂůƵƐǆǌƵŵŝǀĂƌ͘ĐĂůŽĐĂƌƉĂ ƵŵŝƌĂďĂƉƉůĞΘ ϴΖͲϵΖD'ďƵϳDĂŐŶŽůŝĂǆΖƵƚƚĞƌĨůŝĞƐΖ ƵƚƚĞƌĨůŝĞƐDĂŐŶŽůŝĂΘ ϴΖͲϵΖ Dh>d/^dDϯͲϱD'Ğů ϲDĂŐŶŽůŝĂǆΖůŝǌĂďĞƚŚΖ ůŝǌĂďĞƚŚDĂŐŶŽůŝĂΘ ϲΖͲϳΖ Dh>d/^dDϯͲϱD'ŵĞ ϭϯDĂŐŶŽůŝĂпůŽĞďŶĞƌŝΖDĞƌƌŝůůΖ >ŽĞďŶĞƌDĂŐŶŽůŝĂΘ ϴΖͲϵΖ Dh>d/^dDϯͲϱMAJOR CONIFEROUS TREEĐŽϳďŝĞƐĐŽŶĐŽůŽƌtŚŝƚĞ&ŝƌΘ ϵΖͲϭϬΖ hE^,KZEDůŐϮϭDĞƚĂƐĞƋƵŽŝĂŐůǇƉƚŽƐƚƌŽďŽŝĚĞƐĂǁŶZĞĚǁŽŽĚΘϭϬΖͲϭϭΖ>ĂƌŐĞDƐŵ ϱϲDĞƚĂƐĞƋƵŽŝĂŐůǇƉƚŽƐƚƌŽďŽŝĚĞƐĂǁŶZĞĚǁŽŽĚΘ ϲΖͲϳΖ ^ŵĂůůd,ůŐϵdŚƵũĂƉůŝĐĂƚĂ'ƌĞĞŶ'ŝĂŶƚtĞƐƚĞƌŶZĞĚĐĞĚĂƌ Θ ϭϬΖͲϭϭΖ>ĂƌŐĞd,ƐŵϰdŚƵũĂƉůŝĐĂƚĂ'ƌĞĞŶ'ŝĂŶƚtĞƐƚĞƌŶZĞĚĐĞĚĂƌ Θ ϲΖͲϳΖ ^ŵĂůůW/ĨĂ ϭϱWŝŶƵƐƐƚƌŽďƵƐΖ&ĂƐƚŝŐŝĂƚĂΖŽůƵŵŶĂƌtŚŝƚĞWŝŶĞΘϵΖͲϭϬΖW/ǀƉϮϯWŝŶƵƐĨůĞǆŝůŝƐΖsĂŶĚĞƌǁŽůĨΖƐWǇƌĂŵŝĚΖsĂŶĚĞƌǁŽůĨΖƐWǇƌĂŵŝĚΖ>ŝŵďĞƌWŝŶĞΘ ϳΖͲϴΖW/ŽŵϮϭWŝĐĞĂŽŵŽƌŝŬĂ^ĞƌďŝĂŶ^ƉƌƵĐĞΘ ϳΖͲϴΖSHRUBS, PERENNIALS & ORNAMENTAL GRASSESƉĂϳϰĞƐĐƵůƵƐƉĂƌǀŝĨůŽƌĂŽƚƚůĞďƌƵƐŚƵĐŬĞǇĞηϭϬ ϰΖͲϱΖĚŝ ϱϳĂůŝĐĂƌƉĂĚŝĐŚŽƚŽŵĂΖĂƌůǇŵĞƚŚǇƐƚΖ ĂƌůǇŵĞƚŚǇƐƚĞĂƵƚǇďĞƌƌǇηϯ ϭϱΗͲϭϴΗŽĐ ϯϰĞƉŚĂůĂŶƚŚƵƐŽĐĐŝĚĞŶƚĂůŝƐΖ^DK^^Ζ^ŚƵŐĂƌ^ŚĂĐŬǁĂƌĨƵƚƚŽŶƵƐŚηϱ ϭϴΗͲϮϰΗKŵĨϰŽƌŶƵƐƐĂŶŐƵŝŶĞĂΖDŝĚǁŝŶƚĞƌ&ŝƌĞΖDŝĚǁŝŶƚĞƌ&ŝƌĞůŽŽĚƚǁŝŐŽŐǁŽŽĚηϱ ϮϰΗͲϯϬΗKĨĂ ϭϴ ŽƌŶƵƐƐĞƌŝĐĞĂΖ&ĂƌƌŽǁΖƌĐƚŝĐ&ŝƌĞǁĂƌĨZĞĚdǁŝŐŽŐǁŽŽĚηϱ ϮϰΗͲϯϬΗKŽď ϭϵ ŽƚŝŶƵƐŽďŽǀĂƚƵƐŵĞƌŝĐĂŶ^ŵŽŬĞƚƌĞĞηϭϱ ϱΖͲϲΖ/ůŽϭϳϳŝĞƌǀŝůůĂƐƉůĞŶĚĞŶƐΖ'ϮyϴϴϱϰϭϭΖ<ŽĚŝĂŬZĞĚŝĞƌǀŝůůĂηϯ ϭϱΗͲϭϴΗ,Ăŵ ϰϵ,ĂŵĂŵĞůŝƐǀĞƌŶĂůŝƐΖŵĞƚŚǇƐƚΖKǌĂƌŬtŝƚĐŚͲŚĂǌĞůηϭϱ ϱΖͲϲΖ,zŬĂ ϱϵ,ǇƉĞƌŝĐƵŵŬĂůŵŝĂŶƵŵΖŵĞƐΖŵĞƐ<Ăůŵ^ƚ͘:ŽŚŶΖƐtŽƌƚηϯ ϭϱΗͲϭϴΗ:hǀŝ ϰϵ:ƵŶŝƉĞƌƵƐǀŝƌŐŝŶŝĂŶĂΖ'ƌĞǇKǁůΖ'ƌĞǇKǁůĂƐƚĞƌŶZĞĚĐĞĚĂƌηϯ ϭϱΗͲϭϴΗ>/ďĞ ϰϬ >ŝŶĚĞƌĂďĞǌŽŝŶ^ƉŝĐĞďƵƐŚηϱ ϯΖͲϰΖDKƉĞϳϬDŽƌĞůůĂƉĞŶƐǇůǀĂŶŝĐĂΖDŽƌƚŽŶΖ͕ƐǇŶ͘DǇƌŝĐĂ ^ŝůǀĞƌ^ƉƌŝƚĞĂǇďĞƌƌǇηϱ ϮϰΗͲϯϬΗ WZKs/ϭŝŶϲD>W,ĂũϯϬWŚǇƐŽĐĂƌƉƵƐŽƉƵůŝĨŽůŝƵƐΖ:ĞĨĂŵΖŵďĞƌ:ƵďŝůĞĞEŝŶĞďĂƌŬηϱ ϮϰΗͲϯϬΗW,ŶĂϭϭWŚǇƐŽĐĂƌƉƵƐŽƉƵůŝĨŽůŝƵƐΖŽƉĞƌƚŝŶĂΖŽƉĞƌƚŝŶĂEŝŶĞďĂƌŬηϱ ϮϰΗͲϯϬΗW,ŐǁϭϲWŚǇƐŽĐĂƌƉƵƐŽƉƵůŝĨŽůŝƵƐΖ^DEWK>ZΖ'ŝŶŐĞƌtŝŶĞEŝŶĞďĂƌŬηϱ ϮϰΗͲϯϬΗZ,Ăƌ ϮϬϮ ZŚƵƐĂƌŽŵĂƚŝĐĂΖ'ƌŽͲ>ŽǁΖ'ƌŽǁͲ>Žǁ&ƌĂŐƌĂŶƚ^ƵŵĂĐηϱ ϮϰΗͲϯϬΗZKƉĂϮϭZŽƐĂƉĂůƵƐƚƌŝƐ^ǁĂŵƉZŽƐĞηϯ^ƌĞ ϰϱ^ĂůĞǆƌĞƉĞŶƐ;ĂƌĞŶĂƌŝĂǀĂƌƌĞƉĞŶƐͿƌĞĞƉŝŶŐ^ŝůǀĞƌtŝůůŽǁηϯ ϭϴΗͲϮϰΗ^KƐŽ ϱϴ ^ŽƌďĂƌŝĂƐŽƌďŝĨŽůŝĂΖ^ĞŵΖ^ĞŵǁĂƌĨhƌĂů&ĂůƐĞ^ƉŝƌĞĂηϱ ϮϰΗͲϯϬΗ>ϭϱϴ ƵƚƌŽĐŚŝƵŵĚƵďŝƵŵΖ>ŝƚƚůĞ:ŽĞΖ>ŝƚƚůĞ:ŽĞ:ŽĞWǇĞtĞĞĚηϭE&^ ϭϱϴEĞƉĞƚĂǆĨĂĂƐƐĞŶŝŝ^ŝǆ,ŝůůƐ'ŝĂŶƚ^ŝǆ,ŝůůƐ'ŝĂŶƚĂƚŵŝŶƚηϭWsZϭϱϴWĂŶŝĐƵŵǀŝƌŐĂƚƵŵΖZŽƚƐƚƌĂŚůďƵƐĐŚΖZŽƚƐƚƌĂŚůďƵƐĐŚ^ǁŝƚĐŚŐƌĂƐƐηϮBULBS and GROUNDCOVER,ƉŐϭϱϳϱ ŚŝŽŶŽĚŽǆĂǆΖWŝŶŬ'ŝĂŶƚΖWŝŶŬ'ŝĂŶƚ'ůŽƌǇŽĨƚŚĞ^ŶŽǁh>&>>W>Ed/E'EŚĂ ϭϱϳϱEĂƌĐŝƐƐƵƐ͚,ĂǁĞƌĂ͕͛ĂĨĨŽĚŝůh>&>>W>Ed/E'WZϯϲWĂƌƚŚĞŶŽĐŝƐƐƵƐƋƵŝŶƋƵĞĨŽůŝĂsŝƌŐŝŶŝĂƌĞĞƉĞƌϮYdSTORMWATER PLANTERS - PLACE IN DRIFTS OF 15 to 45, SPACE 18" OC/Ϯϱϱ ŝǌŝĂĂƵƌĞĂ 'ŽůĚĞŶůĞǆĂŶĚĞƌƐϮYd^hZZKKd/EWZ/>D^ Ϯϱϱ ŵƐŽŶŝĂŚƵďƌŝĐŚƚŝŝůƵĞ^ƚĂƌϮYd^hZZKKd/EWZ/>/Z/Ϯϱϱ /ƌŝƐǀĞƌƐŝĐŽůŽƌůƵĞ&ůĂŐϮYd^hZZKKd/EWZ/>BIORETENTION SEED and PLUG MIX LOW SEDGE & GRASSESW ϳϮϳϬĂƌĞǆǀƵůƉŝŶŽŝĚĞĂ &Žǆ^ĞĚŐĞϯΗW>h' ϴΗ^W/E'30 M a R F SEED10 1000 ϯϬйEĂŶŽŽŬ,ĂƌĚ&ĞƐĐƵĞ15 Ma P S F 15 Q a S F ϭϬйDŝŶŝĐůŽǀĞƌtŚŝƚĞůŽǀĞƌTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALL FESCUE MIXϯϬйDŽŶĞƚdĂůů&ĞƐĐƵĞSEED10 1000 ϯϬйŽĐŚŝƐĞ/sdĂůů&ĞƐĐƵĞϮϱйƐƐĞŶƚŝĂůdĂůů&ĞƐĐƵĞϭϬй'ƌĞĞŶ^ƵƉƌĞŵĞWĞƌĞŶŶŝĂůZǇĞŐƌĂƐƐϱй^ZϮϭϬϬ<ĞŶƚƵĐŬǇůƵĞŐƌĂƐƐTURF MIX B - LOW GROW FINE FESCUE MIXϯϬйEĂŶŽŽŬ,ĂƌĚ&ĞƐĐƵĞSEED10 1000 ϮϱйDĂƌĐŽWŽůŽ^ŚĞĞƉ&ĞƐĐƵĞϮϱйYƵĂƚƌŽ^ŚĞĞƉ&ĞƐĐƵĞϭϱй/ŶƚƌŝŐƵĞŚĞǁŝŶŐƐ&ĞƐĐƵĞϱйDŝŶŝĐůŽǀĞƌƵƚĐŚtŚŝƚĞůŽǀĞƌ105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:04amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 BPBP(7((72D2C2B2A1C1B2BDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINh>ĂĐϯ'>ƐƚϮ'>ŵƐϭ'>ƐƚϰĚŚϳh>ĨƌϮW/ĨĂϮ'zĚŝϮĂƌϲĐŚϰW/ǀƉϱh>ŵŐϰh>Ĩƌϭϯh>ĂĐϭ'>ŵƐϭh>ĂĐϯh>ŵŐϰƐŝϮĚŚϯƉĂϲ,ǀŝϲƉĂϱDƐŵϮDƐŵϮDƐŵϮDůŐϭƉĂϱ,ǀŝϱDůŐϭƐŝϭĂďϭĂƌϯĐŚϯ'>ƐƚϮ'>ŵƐϯ'>Ɛƚϯh>Ĩƌϯh>ŵŐϰh>Ĩƌϲ'zĚŝϲd,ůŐϯ'>ŵƐϮĚŚϭϬDƐŵϮ'>ƐƚϭDůŐϭDƐŵϭDůŐϭDƐŵϮ>/ďĞϱ,ǀŝϲ,ǀŝϲƉĂϱZ,Ăƌϭϱϰ:hǀŝϭϲW,ŐǁϭϲW,Ăũϭϲ:hǀŝϴ:hǀŝϵ:hǀŝϭϲW,Ăũϭϰ^ƌĞϭϴWϰϲϬWϱϴϬWϰϲϬDůŐϯDƐŵϭDKƉĞϭϬPLACE SCREE STONE ATBUILDING DRAIN OUTLETTO PREVENT WASHOUTPLACE SCREE STONE ATBUILDING DRAIN OUTLETTO PREVENT WASHOUTDǁĞϱDĚǇϯƉĂϱW>ǆĂϭASSUME MINIMUM (5)TREES AT 4" CALIPER INTHIS LOCATION. EXACTSPECIES TO BEDETERMINED AFTER INPUTFROM AKWE:KON ISRECEIVED.W/ŽŵϯĂĐϯĂĐϯĂĐϮDĂďϰ,ǀŝϯ,ǀŝϯƉĂϵDKƉĞϱDKƉĞϱƉĂϯPLANTINGPLAN - SITE 1L4.01ZDRϬϬϮϬΖϰϬΖSCALE: PLANTING PLAN1MATCH LINE - SEE SHEET L4.02MATCH LINE - SEE SHEET L4.04SCALE: PLANTING PLAN1aMATCH LINE - SEE SHEET L4.01-1aMATCH LINE - SEE SHEET L4.01105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:05amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 PLANTINGPLAN - SITE 1L4.02ZDRϬϬϮϬΖϰϬΖSCALE: PLANTING PLAN1MATCH LINE - SEE SHEET L4.03MATCH LINE - SEE SHEET L4.05MATCH LINE - SEE SHEET L4.01105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:05amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 (DISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASIN>/ƚƵϯDƐŵϯh>Ĩƌϭh>ĂĐϰW/ŽŵϯW/ŽŵϮĐŽϮĐŽϱDKƉĞϭϮW/ŽŵϯƉĂϭϭh>ĂĐϯW/ǀƉϯh>ĨƌϰWϯϬϬDKƉĞPLANTINGPLAN - SITE 2L4.03ZDRϬϬϮϬΖϰϬΖSCALE: PLANTING PLAN1MATCH LINE - SEE SHEET L4.04MATCH LINE - SEE SHEET L4.06MATCH LINE - SEE SHEET L4.02FOR REFERENCE ONLYPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:05amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 BP(71D1Ad,ƐŵϮĂďϮ'zĚŝϮYhƵƉϮ>/ƚƵϲYhŚĞϰYhŚĞϰW/ŽŵϴKŽďϱ'zĚŝϮW/ǀƉϯW/ǀƉϮ'>Ɛƚϭ'>ŵƐϮYhƵƉϮYhŚĞϭKŽďϲPLANTINGPLAN - SITE 1L4.04ZDRϬϬϮϬΖϰϬΖSCALE: PLANTING PLAN1MATCH LINE - SEE SHEET L4.01MATCH LINE - SEE SHEET L4.05FOR REFERENCE ONLY105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:05amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 BPBP(E)(E)77:9W/ŽŵϮW/ǀƉϭEzǁĨϯW>ǆĂϳW>ǆĂϰDŐŽϮDŐŽϱW/ǀƉϮ,ĂϲYhƵƉϮW/ĨĂϰW>ǆĂϰW>ǆĂϰW>ǆĂϱĂƌϯŽĐϭϰ^KƐŽϳ^ƌĞϳ^KƐŽϲKĨĂϴŽĐϲ^KƐŽϴ>ϮϬE&^ϮϬWsZϮϬ>ϮϬE&^ϮϬWsZϮϬ>ϮϬE&^ϮϬWsZϮϬ>ϭϲE&^ϭϲWsZϭϲKŽďϯKŽďϯKŽďϮKŵĨϰDǌƵϭPLANTINGPLAN -CONNECTORL4.05ZDRϬϬϮϬΖϰϬΖSCALE: PLANTING PLAN1MATCH LINE - SEE SHEET L4.06MATCH LINE - SEE SHEET L4.02MATCH LINE - SEE SHEET L4.04MATCH LINE - SEE SHEET L4.07105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:06amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 BP(E)BPBPBP(4B4B3A3B3C3A5C3B3BDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 8" SPACINGON BOTTOM OF BASINDƐŵϮĂƌϮDůŐϮDůŐϭDƐŵϱĂďϮDƐŵϯDƐŵϲDƐŐϭ>/ƚƵϮh>Ĩƌϯd,ůŐϰĐŚϮW/ĨĂϱh>ĨƌϮh>ŵŐϯDƐŵϮDůŐϮDƐŵϯĂďϭDůŐϮDƐŵϯ>/ďĞϲKŵĂϯ,Ăŵϱ,ǀŝϱ,ǀŝϯ>/ďĞϯ>/ďĞϱ,ǀŝϯ,ǀŝϯ,ĂŵϴDĂďϱDĂďϰ,ĂŵϱDĂďϯ,ĂŵϱEzǁĨϯũĂϳ,ǀŝϱ>/ďĞϰ,ĂŵϲDůŐϭĂƌϮDƐŵϰDůŐϮDƐŵϯDƐŵϯh>ĨƌϮƉĂϵĂƌϯĂƌϮĂďϭ>ƐƚϮƐŝϯ>Ɛƚϯ,ĂŵϲEzǁĨϯƐŝϯh>ĂĐϱW/ǀƉϯW/ǀƉϮĂďϭW/ǀƉϮW/ĨĂϮƐŝϯĂĐϯ>/ƚƵϭ>ƐƚϭDƐŵϭDƐŵϭ>/ďĞϯWϮϲϬWϱϴϬDKƉĞϵDKƉĞϵ/ůŽϲϵZ,ĂƌϮϮ,ĂŵϰWϱϬϬWϱϬϬWϲϬϬWϰϬϬWϰϬϬWϮϱϬDKƉĞϵƉĂϴĂĐϯW,ŶĂϭϭDKƉĞϭϭLIMESTONE BLOCK ADJACENT TO PAVING TO BE SETSUITABLE FOR SEATING ( /- 16" REVEAL). THIS MAY REQUIRELARGER STONES OR MULTIPLE COURSES. ALL EXPOSEDFACES TO BE NATURAL CLEFT, BASE OF STONE SHALL BESAWN TO FIT TIGHT TO EDGE OF PAVING ( /-1" JOINT).PLACE SCREE STONE ATBUILDING DRAIN OUTLETTO PREVENT WASHOUTPLACE SCREE STONE ATBUILDING DRAIN OUTLETTO PREVENT WASHOUTPLACE SCREE STONE ATBUILDING DRAIN OUTLETTO PREVENT WASHOUTPLACE SCREE STONE ATBUILDING DRAIN OUTLETTO PREVENT WASHOUTPLACE SCREE STONE ATBUILDING DRAIN OUTLETTO PREVENT WASHOUTPLACE SCREE STONE ATBUILDING DRAIN OUTLET TOPREVENT WASHOUT,ƉŐϭϳϱEŚĂϭϳϱ,ƉŐϳϱEŚĂϳϱ,ƉŐϳϱEŚĂϳϱ,ƉŐϭϳϱEŚĂϭϳϱ,ƉŐϭϳϱEŚĂϭϳϱ>/ďĞϰĂďϭPLANTINGPLAN - SITE 2L4.06ZDRϬϬϮϬΖϰϬΖSCALE: PLANTING PLAN1MATCH LINE - SEE SHEET L4.08MATCH LINE - SEE SHEET L4.05MATCH LINE - SEE SHEET L4.03105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:06amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 BPBP(E)(4ASINGLE ROW,SPACED 12" OCD'ďƵϯD'ĞůϯD'ŵĞϯDƐƚϯDǌƵϯDĚǇϯDǌƵϮD'ĞůϯD'ŵĞϯD'ŵĞϯĐĂϴD'ŵĞϮD'ďƵϰĐĂϭĐĂϮdŽĐϲ^ƌĞϭϮŽĐϴ^KƐŽϵ^KƐŽϲKĨĂϭϬ>ϭϲE&^ϭϲWsZϭϲ>ϮϰE&^ϮϰWsZϮϰ>ϮϰE&^ϮϰWsZϮϰ>ϭϴE&^ϭϴWsZϭϴŽĐϲ^ƌĞϴWZϯϲ,zŬĂϭϰZ,ĂƌϮϲ,zŬĂϮϵ/ůŽϮϯ^KƐŽϮϮW>ǆĂϰ,ƉŐϭϬϬEŚĂϭϬϬ,ƉŐϮϬϬEŚĂϮϬϬ,ƉŐϭϬϬEŚĂϭϬϬ,ƉŐϰϬϬEŚĂϰϬϬd,ƐŵϭĚŝϯϵ(PLANTINGPLAN - SITE 2L4.07ZDRϬϬϮϬΖϰϬΖSCALE: PLANTING PLAN1MATCH LINE - SEE SHEET L4.08MATCH LINE - SEE SHEET L4.07-7aMATCH LINE - SEE SHEET L4.05MATCH LINE - SEE SHEET L4.07SCALE: PLANTING PLAN1a105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60 STONE TYPE SCREE STONE, 40 STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI 60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:06amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 BPBPBPBP(((4A4B5C5B5A5BDISTRIBUTE IN DRIFTSOF 40 - 60 @ 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 @ 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 @ 8" SPACINGON BOTTOM OF BASINDISTRIBUTE IN DRIFTSOF 40 - 60 @ 8" SPACINGON BOTTOM OF BASIND'ŵĞϮh>ĨƌϳDůŐϮDƐŵϯDƐŵϮ>/ďĞϱ,Ăŵϱ,ĂŵϱKŵĂϯ>/ďĞϱĂďϭĂďϮDĂďϰd,ůŐϮh>ĂĐϰĂƌϯĐĂϮW/ĨĂϮĂďϭd,ƐŵϭĚŝϭϴ/ůŽϴϱWϮϱϬWϮϱϬ/ϭϮϱ/Z/ϭϮϱD^ϭϮϱ/ϭϯϬ/Z/ϭϯϬD^ϭϯϬ,zŬĂϭϲW>ǆĂϯƐŝϮW>ǆĂϮPLACE SCREE STONE ATBUILDING DRAIN OUTLET TOPREVENT WASHOUTPLACE SCREE STONE AT BUILDINGDRAIN OUTLET TO PREVENT WASHOUTPLACE SCREE STONE AT BUILDINGDRAIN OUTLET TO PREVENT WASHOUTWϯϬϬWϲϬϬZKƉĂϮϭ,ƉŐϭϬϬEŚĂϭϬϬϭh>ŵŐϯDĂďϮPLANTINGPLAN - SITE 2L4.08ZDRϬϬϮϬΖϰϬΖSCALE: ####PLANTING PLAN1MATCH LINE - SEE SHEET L4.07MATCH LINE - SEE SHEET L4.06105.03.2019CONSTRUCTION DOCUMENTSPLANTING LEGENDKEYMATERIALDETAILSTORMWATER PLANTER PERENNIAL GROUNDCOVER -SEE PLANTING SCHEDULEBIORETENTION SEED AND PLUG MIX - SEE PLANTINGSCHEDULEMAJOR BROAD LEAF DECIDUOUS TREEMINOR BROAD LEAF DECIDUOUS TREEMULTISTEM DECIDUOUS TREEMAJOR CONIFEROUS TREEMAJOR DECIDUOUS TREES PLANTED IN CUSTRUCTURAL SOILSHRUBSTURF MIX A - TRAFFIC/DROUGHT TOLERANT TALLFESCUE MIXTURF MIX B - LOW GROW FINE FESCUE MIXEXISTING TREE DRIPLINEROUGH LIMESTONE QUARRY BLOCKSCREE BED - 60% STONE TYPE SCREE STONE, 40%STONE TYPE RIVER STONE BY AREAMULCH EXISTING TREES RINGS WITH 4" SHREDDEDHARDWOOD MULCH1. ALL PLANTING BEDS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ONDETAILS.2. TREE PITS IN LAWN TO BE EXCAVATED TO DEPTH OF ROOT BALL + 6", 3X WIDTHOF ROOT BALL, PER DETAIL.3. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED.4. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OFANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".5. NO PLANTS OR TREES ARE TO BE PLACED BENEATH ANY BUILDINGOVERHANGS.PLANTING NOTES4L5.087L5.088L5.087L5.0813L5.083, 3L5.072, 4L5.077L5.083L5.083L5.08KEYMATERIALFIRE DEPARTMENT CONNECTIONSEXISTING LIGHT TO REMAINEXISTING BLUE PHONE TO REMAIN AND NEW BLUEPHONEEXISTING HYDRANT TO REMAIN, SEE CIVILNEW HYDRANT, SEE CIVILEXISTING SURFACE UTILITIES, VALVE COVERS ANDCLEAN OUTS AND CATCH BASINS TO REMAINEXISTING UTILITY VAULT OR MANHOLE TO REMAINPROPOSED SITE LIGHTINGPROPOSED BLDG STORM DRAIN AT WALLUTILITIES LEGEND(E)FDCMH MHBP(E)BP2D2C2B2A1C1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BKEY PLAN7a1a123456781DDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 09, 2019 - 10:06amPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019 NOTES:1. SEE PLANS FOR CONTROL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII.2. USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 30 , LATEST EDITION.3. AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETECONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETESURFACE AND BE SUSPENDED ABOVE.4. SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE INACCORDANCE WITH MANUFACTURER S RECOMMENDATIONS.5. 2" MIN. CONCRETE COVERAGE ON REBAR.6"1 -0"6"CONCRETE WALK#4 REBAR @ 18" O.C. BOTH WAYSCOMPACTED NYSDOT TYPE 4 SUBBASE(ITEM 304.14)COMPACTED SUBGRADECROSS SLOPE AS SHOWNON GRADING PLAN2"NOTES:1. SEE PLANS FOR CONTROL JOINTS, EXPANSION JOINTS (EJ), LAYOUT WIDTHS AND RADII.2. CONCRETE TO HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6% AIR ENTRAINMENT(+/- 1%), MAX.W/C 0.40.3. USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 30 , LATEST EDITION.4. AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETECONTINUOUSLY WET FOR 7 DAYS MINIMUM. CONCRETE COVER NOT TO TOUCH CURING CONCRETE SURFACEAND BE SUSPENDED ABOVE.5. SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE IN ACCORDANCEWITH MANUFACTURER S RECOMMENDATIONS.8"5"2"6"8" COMPACTED TYPE 2 SUBBASE,NYSDOT ITEM #304.12COMPACTED SUBGRADE5000 PSI FIBER REINFORCED CONCRETENOTES:1. SEE PLANS FOR LOCATION AND TYPE OF SCOREJOINTS.2. BROOM PERPENDICULAR TO LINE OF TRAFFIC.WIDTH AS SHOWN ON PLANWIDTH AS SHOWN ON PLANMEDIUM BROOM FINISH. BROOMPERPENDICULAR TO LINE OF TRAFFIC.SAW CUT CONTROL JOINTS OR EXPANSIONJOINTS112" "3"3"MAX.6"6"1-1/2" COMPACTED NYSDOT SUPERPAVE .5MM TOP COURSE (402.0 7203) " COMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12) (LEDGEROCK)3" COMPACTED NYSDOT SUPERPAVE 1 MMBINDER COURSE (402.1 7 03)FABRIC TO WRAP 12" AROUND SUBBASESHOULDERCOMPACTED SUBGRADESTEP EDGESSEPARATION FABRIC: MIRAFI 500X OREQUIVALENT3" NYSDOT TYPE 4 SUBBASE OR APPROVEDASPHALT MILLINGS MAY BE USED IN BOTTOMLIFT AND SHALL NOT EXCEED 3" IN DEPTH.(ITEM 304.14)112"1 -3"412"3"MAX.15" COMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12) (LEDGEROCK)COMPACTED SUBGRADE3" NYSDOT TYPE 4 SUBBASE OR APPROVEDASPHALT MILLINGS MAY BE USED IN BOTTOMLIFT AND SHALL NOT EXCEED 3" IN DEPTH.(ITEM 304.14)4.5" COMPACTED NYSDOT SUPERPAVE 1 MMBINDER COURSE (402.1 7 03)SEPARATION FABRIC: MIRAFI 500X OREQUIVALENT1-1/2" COMPACTED NYSDOT SUPERPAVE .5MM TOP COURSE (402.0 7203)4"1 -6"6"6"NOTES:1. CONCRETE PAVEMENT TO BE PINNED TO BUILDING OR WALL STRUCTURES AT ALLCONNECTIONS.2. PIN AT ALL BUILDING ENTRIES, TO BE COORDINATED WITH STRUCTURAL.BUILDING FACE OR RETAINING WALL#4 EPOXY-COATED SMOOTH DOWELAT 16" O.C. GREASE AND CAST INTOFOUNDATION WALL.CONCRETE PAVEMENT AT BUILDINGTHRESHOLDSEXPANSION JOINTBUILDING OR WALL FOUNDATION6 -0" TYP6 -0"PITCH 1:12PITCH 1:12 NOTES:1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.6 -0" TYPPITCH 1:126 TYP.121ISOMETRIC VIEW N.T.S.PLAN6 TYP.6 TYP.PITCH 1:121126 TYP.6" TYP6 -0" MIN.SEE LAYOUT PLANS2 -0"DETECTABLE WARNINGS, FULL WIDTH OFRAMP EXCLUSIVE OF SIDE FLARES - SEESPECS.6 -0" TYP6 -0" MIN.SEE LAYOUT PLANS6 -0"NOTES:1. SEE LAYOUT PLAN FOR LOCATION AND DIMENSION OF CURB RAMPS2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED.5 -0" TYP1:12 (8.3%)4 MIN.121ISOMETRIC VIEW N.T.S.PLAN6 TYP.6 TYP.1125 TYP.2 -0"2% MAX.MAX SLOPE1:12 (8.3%)MAX SLOPE 1:50 (2%)MAX SLOPEDETECTABLE WARNINGS, FULL WIDTH OF RAMPEXCLUSIVE OF SIDE FLARES - SEE SPECS.NOTES:1. RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET.6"1 -4"3"5" "6"6"ELEVATIONPLANADJACENT PAVINGADJACENT PAVEMENT OR LAWNTYPE "C" GRANITE CURBING5"X16", SAWN TOP SPLIT FACE (4 MINIMUM LENGTH)LEAN CONCRETE CONTINUOUS FULLLENGTH OF CURBDRY CONCRETE MIX AS CURBBEDDINGCOMPACTED NYSDOT TYPE 4SUBBASE (ITEM 304.14)UNDISTURBED EARTH"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBUSE FLEXIBLE CAULK AT 150 INTERVALS FOR EXPANSION, OTHERJOINTS 18" GAP"LEAN" CONCRETE CONTINUOUSFULL LENGTH OF CURBGRANITE CURBNOTES:1. RADIUS CURBING SHALL BE USED ON ALL RADII LESSTHAN 100 FEET AS INDICATED ON LAYOUT PLAN.1 -0"5"3" "6"6"ADJACENT PAVINGFLUSH GRANITE CURB W/ SAWN THERMALTOP AND FACESADJACENT PAVINGLEAN CONCRETE CONTINUOUS FULL LENGTHOF CURBDRY CONCRETE MIX AS CURB BEDDINGCOMPACTED NYSDOT TYPE 4 SUBBASE(ITEM 304.14)UNDISTURBED EARTH5"1 -4"3" "6"6"ELEVATION5"ADJACENT PAVINGADJACENT PLANTINGTYPE "C" GRANITE CURBING5"X16", SAWN TOP AND VERTICALFACE (4 MINIMUM LENGTH)LEAN CONCRETE CONTINUOUS FULLLENGTH OF CURBDRY CONCRETE MIX AS CURBBEDDINGCOMPACTED NYSDOT TYPE 4SUBBASE (ITEM 304.14)UNDISTURBED EARTHPLANMITER AND MORTAR CORNER JOINT8 -6"8 -6"8 -6"16 -0"RAMPRAMP2%ADA PARKING SIGNSALIGN CENTERED ONSPACE AS SHOWN ONPLAN.DROP CURB4" WIDE WHITE STRIPE4 X 4 ADA SYMBOL CENTERED INPARKING SPACEADA DETECTABLE WARNING TILES, SEESPECIFICATIONS.NO PARKING SIGNALIGN CENTERED ONSPACE, AS SHOWN ONPLAN4" GAP4" WHITE END CAP4" WIDE YELLOW PERIMETER STRIPING4" WIDE YELLOW STRIPING, ANGLED45 DEGREES2 CLEAR TYP.1 -0"6"6"ADJACENT ROADWAYAS SHOWN ON PLANTRAVERSABLE CURB WITHSAWN AND THERMAL FACE, TOP AND BOTTOMCONCRETE BEDDINGFULL LENGTH OF CURB. GROUT FRONT OFJOINTS FLUSH WITH MORTAR MIX.ADJACENT CONCRETE PAVEMENTSUBBASETRAVERSABLE CURB WITHSAWN AND THERMAL FACE,TOP AND BOTTOMROADWAY GRANITE CURBSAW TRANSITION TO STANDARD FACE CURBOVER 15"ROADWAY FINISH GRADE6"2 TYP.MIN 1" WIDTH ON TOP FACE AT END OFTRANSITIONFACE CURB TO TRAVERSABLE CURB TRANSITIONSAWCUT TRANSITION TOSTANDARD ROADWAY CURBOVER 2 4"8"COMPACTED SUBGRADEGRANITE SETTS1" SAND CEMENT SETTINGBEDPOLYMERIC SAND FILLED JOINTSADJACENT PAVINGSAW CUT ASPHALT TOACHIEVE CLEAN EDGECOMPACTEDNYSDOT TYPE 2SUBBASE(ITEM 304.12)PROVIDE12" WEEP HOLESAT 12 -0" O.C. ALONG LINEOF LOW POINTEDGE RESTRAINTWHEN NOT BOUNDBY PAVEMENTFIBER REINFORCEDCONCRETE BASE4"8"4"4" NO. 2 ROUND STONEADJACENT PLANTING OR PAVINGCOMPACTED SUBGRADECOMPACTED NYSDOT TYPE 2 SUBBASE(ITEM 304.12)EDGE OF PAVEMENT ORCURB FACESLOPE BOTTOM OF EXCAVATION AWAY FROMBUILDINGSTEEL EDGING WHEN NOT BOUND BYCONCRETE PAVEMENTNOTES:1. ASCERTAIN EXISTING DEPTH OF ASPHALT PAVEMENTTO DETERMINE FEASIBILITY OF TRUCK TRAFFIC ONMILLED SURFACEEXISTING ASPHALT PAVEMENT, CLEAN ANDAPPLY TACK COAT PRIOR TO OVERLAY1-1/2" COMPACTED NYSDOT SUPERPAVE .5MM TOP COURSE (402.0 7203)1 -6"EXISTING PAVEMENTNEW PAVEMENTNOTES:1. OVERALL DEPTH DEPENDS ON PAVEMENT TYPE USED, SEE PLANS.SAWCUT RESURFACE LIMIT LOCATIONAS SHOWN ON PLANSEXISTING ASPHALTEXISTING SUBBASESURFACE COURSEBINDER COURSEEXISTING SUBGRADEMILLED PAVEMENT REBATE,1.5" MIN. X 18"NEW COMPACTED SUBBASECLEAN AND APPLY TACK COAT,INCLUDING VERTICAL SURFACES, PRIORTO OVERLAY TO IMPROVE BONDINGNOTES:1. SEE PLANS FOR LOCATION AND TYPE OF JOINTS.EJ(MEDIUM DUTY)CJEJ(HEAVY DUTY)1 -2"1 -2"2"1/2" EXPANSION JOINT (EJ) FILLERSTRIP AND JOINT SEALANT1/2" DIA. X 18" EPOXY COATED SMOOTHW/ PLASTIC SLEEVE AT 18" O.C.CONTROL JOINT - SAW CUT 14 DEPTH OF SLAB.CONCRETE PAVEMENT10 -0"NOTES:1. ALL CONCRETE TO HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6%AIR ENTRAINMENT(+/- 1%), MAX. W/C 0.40.2. AFTER SURFACE SHEEN IS GONE, THE NEW CONCRETE SURFACE SHALL BECURED BY WET CURE FOR 7 DAYS. SEE SPECS3. CONCRETE SHALL RECEIVE A PENETRATING SEALER AFTER COMPLETION OFWET CURE.4. CONTROL JOINTS AT 10 SPACING, EXPANSION JOINTS AT 30 MAX.5. TO REDUCE THE POTENTIAL FOR ALKALI AGGREGATE REACTIVITY (AAR),COARSE AGGREGATE SHALL BE CERTIFIED BY NYSDOT AS NON-ASRREACTIVE.4"TYP.CONCRETESIDEWALK " NYSDOT FIBERREINFORCED CONCRETEWITH MEDIUM BROOMFINISHGRANITE CURB. SEEDETAILFILTER FABRIC12" COMPACTED TYPE 2SUBBASE, NYSDOT ITEM #304.12UNDERDRAINADJACENTASPHALTPAVEMENT4"WIDTH AS SHOWN ON PLANPOROUS CONCRETE1" SETTING BED (AASHTO #8 )PAVER JOINTS WITH18" OPEN GRADEDANGULAR WASHED GRAVEL FILL (AASHTO # )UNIT PAVERSCU SOIL1 -0"COMPACTED SUBGRADE5"WIDTH AS SHOWN ON PLAN1 -0"HEAVY DUTY CONCRETECOMPACTED SUBGRADE1" SETTING BED (AASHTO #8 )PROVIDE12" WEEP HOLES AT 12 -0"O.C. ALONG LINE OF LOW POINTPROVIDE EXPANSION AND CONSTRUCTIONJOINTS PER SPECIFICATIONSNOTES:1. PROVIDE WEEPS 12" IN DIA. IN CONCRETE EVERY 12" ALONG LINE OF LOW POINT.PLACE 12" SQUARE OF FILTER FABRIC OVER WEEPS BEFORE PLACEMENT OFSETTING BED.CU SOILPAVER JOINTS WITH 18" OPENGRADED ANGULAR FILL(AASHTO # )RESERVEDPARKING3 -0"TYP.12"7 -0" CLEARMIN., TYP.ANYTIMERESERVEDPARKINGHEAVY GAUGE U-CHANNEL POSTADJACENT PAVEMENT2500 PSI CONC. SONO TUBESTACK SIGNS AS INDICATED IN PLANNOTES:1. SEE SIGNAGE PLANS FOR LOCATION, LAYOUT, AND TYPE.BREAKAWAY BASE6"112" RECESS FORASPHALT TOP COURSE1 -0"3 -0" TYP.ASPHALT TOP COURSE TOEXTEND OVER CURB OPENING,SLOPE OPENING TO MATCHPAVEMENT SLOPE6" DEEP #2 ROUND STONELEVEL SPREADER,WHERE SHOWN ON PLANPER PLAN6"1 1/2"3"UNDERDRAIN WHERE SHOWN2 -0"NOTES:1. RADIUS CURBING SHALL BE USED ON ALL RADII LESSTHAN 100 FEET.TRANSITION CURB BEYONDADJACENT PAVEMENT OR LANDSCAPEGRANITE CURBDRY MIX UNIFORM PILES AT EACH END AND ON3-FOOT CENTERS BENEATH CURB FOR FULLLENGTH OF CURB.CONCRETE BACKING FULL LENGTH OF CURB.FORCE CONCRETE THROUGH BACK OFJOINTS. GROUT FRONT AND TOP OF JOINTSFLUSH WITH MORTAR MIX.10"1 -0"3"1 1/2"8 1/2"6"#2 ROUND STONEFINISH GRADE OFADJACENT ASPHALTLINEAR CURB SECTION ( NOT TO SCALE)ISOMETRIC CURB VIEW ( NOT TO SCALE)SEE CIVIL DRAWINGSFOR STONE DIAGRAM12"24"8 MIN.HOT TAPENOTES:1. CROSSWALK WIDTH SHALL BE MINIMUM OF 8 OR BE EQUAL TO THE WIDTH OF THE SIDEWALK ITCONNECTS. SEE SCORING, STRIPING SIGNAGE PLANS.2. ALL CROSSWALK MARKINGS SHALL BE WHITE.EDGE OF PAVEMENTEDGE OF PAVEMENT18"VARIES. SEE SCORING, STRIPING SIGNAGE PLANSHOT TAPEWHITE STOP BARCROSS WALKDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 3:21pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0.0.2019PAVINGDETAILSL5.01MDC1" 1 -0"HEAVY DUTY CONCRETE41" 1 -0"MEDIUM DUTY CONCRETE51" 1 -0"CONCRETE FINISH31" 1 -0"MEDIUM DUTY ASPHALT101" 1 -0"HEAVY DUTY ASPHALT 1" 1 -0"PIN TO BUILDING61/4" 1 -0"CURB RAMP - TYPE A161/4" 1 -0"CURB RAMP - TYPE B181" 1 -0"ROADWAY GRANITE CURB111" 1 -0"FLUSH GRANITE CURB121" 1 -0"LANDSCAPE CURB141/8" 1 -0"ADA PAVEMENT MARKINGS (TYPICAL)151" 1 -0"TRAVERSABLE GRANITE CURB131" 1 -0"GRANITE SETTS231" 1 -0"GRAVEL MULCH221" 1 -0"ASPHALT PAVEMENT OVERLAY (CORNELL STANDARD)71" 1 -0"ASPHALT PATCH81" 1 -0"TYPICAL CONCRETE JOINTS23/4" 1 -0"CONCRETE BUS PULLOFF11" 1 -0"PERMEABLE PAVERS ON CU STRUCTURAL SOIL AND POROUS CONCRETE1 1" 1 -0"PERMEABLE PAVERS ON HEAVY DUTY CONCRETE171/4" 1 -0"SIGNAGE (TYPICAL)211" 1 -0"CURB BREAK201/4" 1 -0"STOP BAR CROSSWALK2410.0.2019SITE, UTILITIES, LANDSCAPE FOUNDATIONS PACKAGE2 05.03.2019 CONSTRUCTION DOCUMENTS 1 -4"VARIES REFER TO STAIR RUN ELEVATIONSEPOXY COATED #4 @ 12" O.C.EPOXY COATED #5 @ 12" O.C.NYSDOT TYPE 4 SUBBASE (ITEM 304.14)ADJACENT CONCRETE WALK18" LONG X 3/4" DIA. EPOXY COATED SMOOTHDOWELS WITH DOWEL SLEEVE @ 18" O.C.EPOXY COATED #5 @ 12" O.C.(3) EPOXY COATED #46"6"12"8"8" MIN3"CLR.MIN.8"6"6"1 -0"4 -0" MIN6"EPOXY COATED #5 @ 12" O.C.EPOXY COATED #4 NOSING BAR, SEE DETAILEPOXY COATED #4 @ 12" O.C.NYSDOT TYPE 2 BASECOMPACTED SUB-GRADE (TYP.)2L5.02GRANITE STAIR TREAD1/4"MORTAR BEDBACKER RODJOINT SEALANTGRANITE TREAD, TYP.2"512"2% WASH2% WASHTYPE 316 S.S. DOWEL 3/8" X 6"LONG. MIN. (2) PER TREAD PIECE,CORE AND GROUT / EPOXY.VARIES FROM 1 -0" TO 1 -2"REFER TO STAIR RUN ELEVATIONS6"R12"WEEP @ 4 O.C.3 -0"3 -6"1 1/2" O.D. SCHED 80 SS HANDRAIL AND POSTS6"1 -0"1 -0"10"1 -0"1 -0"HAUNCHCONCRETE TORECEIVE POST3" MIN. CLR.CENTER POST IN TREADFOR GRANITE STAIRS, TOP TREADIS SIZED TO ACCOMMODATE 3"CORE FOR POSTVARIES, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR EACH SET OF STAIRS6 -0" MAX. SPANSEE DETAIL 10 L5.02 FOR TYPICAL CORE ANDGROUT DETAIL.8"4 -0" TYP.2 -0" TYP.OVERLAP REBAR STIRRUPS TO ACHIEVEREQUIRED SPACINGAS REQUIRED FOR FULL WIDTH OF STAIR3 -6" MIN4" MAX1 1/2" OD SSSCHED 40 TOP RAIL1/2" SS ROD PICKET1 1/2" OD SSSCHED 40 BOTTOM RAILCORE AND GROUTINTO WALL, DOMEGROUT FOR DRAINAGEAWAY FROM POST3 -6"CONCRETERETAINING WALL5 -0" MAX. (SEE PLANS)NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILS SPACED 18 MIN.5. SEE DETAIL 10 L5.02 FOR TYPICAL CORE AND GROUT DETAIL.7"BUILDING WALLSEE LAYOUT PLAN FOR LOCATIONS4"MAX.WELD PICKETSTOP AND BOTTOMAND GRIND SMOOTH7"HEIGHT VARIES8"1 -0"1 -0"8"8"COMPACTED SUBGRADE# 4 EPOXY COATED REBAR 12" O.C. EW/EF(3) # 5 EPOXY COATED SUPPORT BARS#5 EPOXY COATED BARS @ 24" O.C.1/2" CHAMFER ALL EXPOSED CORNERSSELECT STRUCTURAL FILLADJACENT SURFACE VARIES, REFER TO PLAN42" HIGH S.S. GUARD RAILIN SOME LOCATIONS4" PERFORATED UNDER DRAINCONNECTED TO STORM SEWER1" WEEP HOLESSEE DETAIL 10 L5.02 FOR TYPICAL CORE ANDGROUT DETAIL.DRY LAID WALL STONEFILTER FABRIC AROUNDDRAINAGE FILL ANDBEHIND WALL3" #1B LEVELING COURSEBACKFILLNOTES:1. WALLSTONE TO BE COURSED IN UNIFORM HEIGHTS AND RANDOM LENGTHS TO ACHIEVE A PLEASINGPATTERN.2. LANDSCAPE ARCHITECT TO APPROVE STONE.3. RISES: 2 INCHES TO 8 INCHES IN 2-INCH INCREMENTS LENGTHS: 4 INCHES TO 48 INCHES, 24-INCHAVERAGE DEPTH: 18 INCHES FOR SITE RETAINING WALLS.4. PROVIDE BATTERED FACE, PITCH HORIZONTAL COURSES TO THE REAR.5. STONE IS DRY LAID WITH CONSISTENT JOINTING.6. GEO-GRID TO BE PLACED EVERY 18" IN VERTICAL RISE.7. DRAINAGE FILL SHALL BE PLACED AS EARTH BACKFILL IS PLACED AND COMPACTED IN ALTERNATE LIFTS.BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 6" AND COMPACTED WITH EQUIPMENT NO HEAVIERTHAN A WALK BEHIND VIBRATORY ROLLER.6" TO 30"112"2"3"1 -0"COMPACTED TYPE 2SUBBASE1"1 -6"12"RESTORED LAWN OR NEWPLANTING PER DETAILS / SPECS.RESTORED LAWN OR NEWPLANTING PER DETAILS / SPECS.10"10"GENERAL CHARACTER OF PROPOSED STONE WALL8"5 -0" MAX. (SEE PLANS)BUILDING WALLSEE LAYOUT PLAN FOR LOCATIONS4"MAX.1 1/2" OD SSSCHED 40 RAIL +POSTSCONCRETERETAINING WALLR12"3 -6"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH.4. EXPANSION JOINTS TO BE LOCATED IN RAILS SPACED 18 MIN.5. SEE DETAIL 10 L5.02 FOR TYPICAL CORE AND GROUT DETAIL.7"CORE AND GROUT INTO WALL, DOME GROUTFOR DRAINAGE AWAY FROM POST10 -0" MIN.RAMPRAMPPLAN (NOT TO SCALE)SECTION (NOT TO SCALE)VARIES, SEE PLAN12"12"12"12"ALL APPROACHES TO BE ADA COMPLIANT WITHFLUSH TRANSITIONS FOR FULL WIDTH OFCURBING AND DETECTABLE WARNING PLATE.SEE CURB RAMP DETAILLEADING EDGE OF RAMPPROVIDE (2) 1-IN. RGS CONDUITS (CAP ENDS) AMINIMUM OF 24" BELOW FINISHED GRADE.EXTEND CONDUITS 1 BEYOND ALL PAVEMENTS,SIDEWALKS, AND CURBS TO ALLOW CONDUITSTO BE EXCAVATED FOR FUTURE USE. BEDCONDUITS WITH 6" SAND TOP AND BOTTOMAND PROVIDE TRACEABLE WARNING TAPE 6"BELOW GRADE.CROSSWALK STRIPINGTOP OF CURB2 LEADING EDGE OF RAMP8 10 12 14 16 18 20 1 WHITE PAVEMENT MARKINGSOVERALL PLAN (NOT TO SCALE)7 8 -6"6 5 4 3 2 1 100 CENTER OF RAMPEDGE OF ROADWAYHEAVY DUTY ASPHALTPAVING, SEE DETAIL6"EDGE OF ROADWAYRAMPRAMP10 -0" MIN.ROADWAY SURFACEFILL ANNULAR SPACE WITH NON-METALLIC,NON-SHRINK GROUT OR ANCHORING CEMENTCORE DRILL HOLE 34" LARGER THAN POSTDIAMETER.NON-SHRINK GROUT TO BE DOMED 14" ANDSLOPED AWAY FROM POST7"3"4"CONCRETE OR GRANITE TREAD212" MINDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 3:11pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0.0.2019WALLS ANDTYPICAL STAIRDETAILSL5.02MDC VV1/2" 1 -0"GRANITE STAIRS43" 1 -0"GRANITE STAIR TREAD2SHEET NOTES1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYINGFORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.2. DETAILS SHOWN ARE TYPICAL REFER TO STAIR SCHEDULE AND PROFILES.3. HANDRAIL MATERIALS AND FINISHES ARE PER STAIR SCHEDULE.4. SUBMIT SHOP DRAWINGS OF HANDRAILS FOR REVIEW.5. SEE CIVIL DRAWINGS FOR UNDERDRAIN LOCATIONS.1/2" 1 -0"TYPICAL RAILING DETAILS31/2" 1 -0"STAIR NOSING BAR11" 1 -0"GUARD RAIL53/4" 1 -0"CONCRETE WALL 1/2" 1 -0"STONE RETAINING WALL71" 1 -0"BARRIER RAIL81/8" 1 -0"RAISED CROSS WALK61/2" 1 -0"TYPICAL CORE AND GROUT DETAIL1005.03.2019&216758&7,21'2&80(1761 CONCRETE FOOTING2 -0"8"10"3 -0"2 -6"NOTES:1. BASIS OF DESIGN IS DERO "DOWNTOWN RACK" IN SATIN STAINLESS STEEL.2. WALL SETBACK: FOR RACKS SET PARALLEL TO THE WALL, A MINIMUM OF 24" SHOULD BE LEFT BETWEEN THE WALLAND THE RACK. 36" IS THE RECOMMENDED SETBACK.3. FOR RACKS INSTALLED PERPENDICULAR TO THE WALL, A 34" SETBACK IS THE MINIMUM DISTANCE. 42" ISRECOMMENDED.4. DISTANCE BETWEEN RACKS: 24" IS THE MINIMUM DISTANCE BETWEEN RACKS. 36" IS RECOMMENDED.5. STREET SETBACK: 24" IS THE MINIMUM DISTANCE BETWEEN THE STREET AND THE RACK. 36" IS RECOMMENDED.3 -0"6"6"6"6"NOTES:1. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL OF BOLLARD SLEEVE.2. BOLLARD SLEEVE TO BE INSTALLED WITH SET SCREWS PROVIDED BY MANUFACTURER.3. BOLLARD FOUNDATION TO BE INDEPENDENT FROM BUILDING STRUCTURE AND FOUNDATIONS4. ALL BOLLARDS TO BE 2 -0" FROM EDGE OF PAVEMENT.18" SQUARE3 -0"ADJACENTPAVEMENTAIR ENTRAINED CONCRETE BASESLOPE CONCRETE4 1/2" O.D. STEEL PIPE FILLED WITHCONCRETE6 1/4" DIA. STAINLESS STEEL BOLLARDSLEEVE, REFER TO SPECIFICATIONSSEAL JOINT WITH RUBBERIZED ASPHALTCRACK FILLER OR POLYURETHANECAULK, FLUSH WITH ADJACENTPAVEMENTISOLATION JOINTNOTES:1. BIKE TOOL STAND TO BE USED IS FIXIT BY DERO OR APPROVED EQUAL.2. BIKE AIR PUMP TO BE USED IS AIR KIT 2 BY DERO OR APPROVED EQUAL.3. SURFACE MOUNT TO CONCRETE PAVING AS PER MANUFACTURER S INSTRUCTIONS.2. WALL SETBACK: FOR RACKS SET PARALLEL TO THE WALL, A MINIMUM OF 24" SHOULD BE LEFT BETWEEN THE WALLAND THE RACK. 36" IS THE RECOMMENDED SETBACK.5. STREET SETBACK: 24" IS THE MINIMUM DISTANCE BETWEEN THE STREET AND THE RACK. 36" IS RECOMMENDED.CONCRETE PAVINGSURFACE MOUNT TO CONCRETE BASE PADWITH ANTI -THEFT/ TAMPERPROOFSTAINLESS STEEL ANCHORS5 -0"10 -0"NOTES:1. CHAIN LINK FENCE AND GATE SHALL BE VINYL COATED GALVANIZED STEEL.3" O.D. END ANDCORNER POSTSCHAIN LINK MESH2.5" O.D. LINE POSTFINISH GRADE12" CONCRETEFOOTING AT LINE POSTS,TYP. PITCH TOP OFFOOTING4 -0" MIN.FABRIC FASTENERS12" O.C., TYPGATE ELEVATION10 O.C. MAX.3 -3" CLEAR1-1/2" O.D.INTERMEDIATE RAIL1-1/2" O.D. BOTTOM RAILTYPICAL PANEL ELEVATION1-1/2" O.D. TOP RAILGATE LATCHGATE HINGE WELDEDTO POST AND FRAME24" CONCRETEFOOTING AT ENDPOST, TYP. PITCHTOP OF FOOTING1/2" TENSION BAR1" TENSION BAND,1 -5" SPACING TYP.1X4 CEDAR FENCE BOARDS6X6 PT FENCE POSTCOAT SURFACE OF POST W/ TAMKO PLASTICROOF CEMENT (LEAVE END GRAINUNCOVERED)8 -0"6"SECTIONNOTES:1. COAT W (2) COATS SUPERDECK 2600 SERIES CLEAR WOOD FINISH PERMANUFACTURERS RECOMMENDATION3 -0"1 -4"CONCRETE FOOTING3"1X6 CEDAR FENCE BOARDS2X2 CEDAR NAILER2 -0"212" SPACING1" SPACING5/4X6 CEDAR CAP2X2 CEDAR CENTER NAILER8 -0" O.C.DRAINAGE STONE3 -0"6"6"6"6"18" SQUARE3 -0"7 -0"ADJACENTPAVEMENTAIR ENTRAINED CONCRETEBOLLARD FOUNDATIONSLOPE CONCRETE6" DIA. "IDEAL SHEILD" OVER ALLBOLLARDS, PROVIDE SHOP CUT OPENINGSFOR POST THROUGH SLEEVE CAPSEAL JOINT WITH RUBBERIZED ASPHALTCRACK FILLER OR POLYURETHANE CAULK,FLUSH WITH ADJACENT PAVEMENTISOLATION JOINTSEE SIGNAGE SCHEDULE FOR LAYOUT /TYPEGALVANIZED DOT U CHANNEL SIGNPOST, SUPPLIED BY OWNERNOTES:1. BOLLARD FOUNDATION TOBE INDEPENDENT FROMBUILDING STRUCTURE ANDFOUNDATIONS.2. ALL BOLLARDS TO BE 2 -0"FROM EDGE OF PAVEMENT.6 5/8" O.D. STEEL PIPE BOLLARDFILLED WITH CONCRETE4 -0"NOTES:1. CHAIN LINK FENCE AND GATE SHALL BE VINYL COATED GALVANIZED STEEL.4" O.D. END ANDCORNER POSTSCHAIN LINK MESH3" O.D. LINE POSTFINISH GRADE12" CONCRETEFOOTING4 -0" MIN.1-3/8" O.D. TOP RAILGATE ELEVATION10 -0" O.C. MAX.10 -0" CLEAR1-3/8" O.D. BOTTOM RAILTYPICAL PANEL ELEVATION2 -0"3 -3"NOTES:1. REFER TO PLANS FOR LOCATIONS OF BOLLARDS2. REFER TO SPECIFICATION FOR MANUFACTURER AND MODEL OF BOLLARD3. DRILL INTO PAVEMENT TO SET FIX QUICK RELEASE BASE4 -0"ADJACENTPAVEMENT(4) SET SCREWS, PRE-DRILL HOLES2" NON-MAGNETIC COLLAPSIBLEBOLLARD8" SQ. QUICK RELEASE BASEWITH SPRING LOADED PINNOTES:1. CONTRACTOR TO SALVAGE AND REUSE EXISTING NET POSTS AND TOP CAPS FROM EXISTING COURTS6"2 -0"6"2 -0"4 -0"6"COMPACTED OR UNDISTURBED SUBGRADE#5 VERTICAL AT 12" O.C., MINIMUM 2"CONCRETE COVER#5 VERTICAL AT 1 -6" O.C., MINIMUM 2"CONCRETE COVERCONCRETE FOOTING (4000 PSI) 3 1/2" O.D. HEAVY WALL ALUMINUM SLEEVE,SET PLUMBBITUMINOUS MASTIC ON TOP OF FOOTINGCOURT PAVINGTOP OF FOOTING - 3" BELOW GRADEFINISH GRADE1/4" RECESS FOR FLUSH FIT CAPREMOVABLE CAST ALUMINUM TOP CAPSREMOVABLE NET POST1/8" GALV. WIRE ROPE, BLACK VINYL COATED- TOP AND BOTTOM20 MAX SPACING - SEE PLANS FOR LOCATIONS10 -0" STANDARD HEIGHT4 -0"2 -0"12" DIA. CONCRETE FOUNDATIONHEX BOLT W/ LOCK NUT - SEE NOTE2" SCH. 80 ALUMINUM POLE1 3/4" SQUARE MESH NET W/ SEWN ROPEBINDING ON EDGESFINISH GRADE24" GROUND SLEEVE (2.425 ID., 2.625" O.D.)ALUMINUM TUBELOWER ATTACHMENT TABMIDDLE ATTACHMENT TAB W/ QUICK CLIPSPRING HOOKUPPER ATTACHMENT TABRE-TENSIONING TAB W/ QUICK CLIP SPRINGHOOKNOTES:1. INSTALL GROUND SLEEVE WITH HEX BOLT PARALLEL TO FIELDDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 1:5 pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0.0.2019SITEFURNISHINGSL5.03DPK1/2" 1 -0"BIKE RACK11/2" 1 -0"BOLLARD51/2" 1 -0"BIKE REPAIR STATION21/2" 1 -0"TENNIS COURT CHAIN LINK FENCE GATE31/2" 1 -0"SCREEN FENCE 1/2" 1 -0"BOLLARD WITH MOUNTED SIGNAGE61/2" 1 -0"ATHLETIC FIELD CHAIN LINK FENCE AND GATE4127/256" 1 -0"COLLAPSIBLE BOLLARD81/2" 1 -0"TENNIS NET POST FOOTING71/2" 1 -0"ATHLETIC FIELD BALL NETTING10105.03.2019CONSTRUCTION DOCUMENTS 1 -0"4"1 -0"6" TYP3 -0"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.6 -3"6 -3"12 -6"1 -0" FLATEXTENSION1-1/2" OD SSHANDRAIL1 -2"TYP.1-1/2" OD SS POST1 -0"1 -0"4"6"3 -0"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1 -0" FLATEXTENSION3 -11"3 -11"7 -10"1-1/2" OD SS POST1-1/2" OD SSHANDRAIL1 -2"TYP.6"6" TYP1 -0"4"1 -0"3 -6"3 -0"10 -0"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1 -0"TYP.3 -6"1 -0"4"1 -0"3 -6"3 -0"10 -0"3 -6"1 -0"4"1 -0"3 -6"3 -0"10 -0"3 -6"6" TYP1-1/2" OD SSPOST, TYP1-1/2" OD SSHANDRAIL,TYP1 -0" FLATEXTENSION1 -0" FLATEXTENSION1 -0" FLATEXTENSION1 -0"TYP.1 -0"TYP.6" TYP6" TYP3 -0"3 -0"3 -0"1-1/2" OD SSPOST, TYP1-1/2" OD SSHANDRAIL,TYP1-1/2" OD SSPOST, TYP1-1/2" OD SSHANDRAIL,TYP6" TYP1 -0"4"6"6"3 -0"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.3 -11"3 -6"3 -11"11 -4"1 -0" FLATEXTENSION1-1/2" OD SSPOST1-1/2" OD SSHANDRAIL1 -0"1 -2"TYP.CHEEK WALLBEHIND STAIRS1 -0"6" TYP1 -0"4"6"6"1 -0"4"3 -0" TYP.NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.5 -1"5 -1"5 -1"5 -1"10 -2"10 -2"1 -0" FLATEXTENSION1 -2"TYP.1 -2"TYP.CHEEK WALLBEHIND STAIRS6"1 -0"6" TYP6"1-1/2" OD SSHANDRAIL1-1/2" OD SSPOST1-1/2" OD SSHANDRAIL1-1/2" OD SSPOST1 -0"6" TYP1 -0"4"1 -0"4"3 -0" TYP.1-1/2" OD SSPOST1-1/2" OD SSHANDRAIL1 -0" FLATEXTENSION5 -1"5 -1"10 -2"5 -1"5 -1"10 -2"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1 -2"TYP.1 -0"6" TYP1 -2"TYP.1-1/2" OD SSPOST1-1/2" OD SSHANDRAIL1 -0"4"3 -0" TYP.1 -0"TYP.1 -0"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.4 -6"5 -0"5 -0"3 -6"18 -0"1-1/2" OD SSPOST1-1/2" OD SSHANDRAIL1 -0" FLATEXTENSION6"6"CHEEK WALLBEHIND STAIRS6" TYPDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 1:3 pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0.0.2019STAIR PROFILESA-GL5.0 VV1/2" 1 -0"STAIR A - RUN AND RAILING ELEVATION11/2" 1 -0"STAIR B - RUN AND RAILING ELEVATION21/2" 1 -0"STAIR C - RUN AND RAILING ELEVATION31/2" 1 -0"STAIR D - RUN AND RAILING ELEVATION41/2" 1 -0"STAIR E - RUN AND RAILING ELEVATION51/2" 1 -0"STAIR F - RUN AND RAILING ELEVATION61/2" 1 -0"STAIR G - RUN AND RAILING ELEVATION7205.03.2019CONSTRUCTION DOCUMENTS103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE 1 -0"4"1 -0"4"1 -0"6 -558"4 -6"4 -6" -0"4 -6"4 -6" -0"1-1/2" OD SS POST1-1/2" OD SSHANDRAIL1 -0" FLATEXTENSIONTYP.1 -0"1 -0"5 -638"12 -0"1 -0"4"3 -0"TYP.1 -0" TYP.1 -0" TYP.1 -0" TYP.NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.6" TYP.CHEEK WALLBEHIND STAIRSCHEEK WALLBEHIND STAIRS6" 6" 6"6" TYP6" TYP6" TYP1 -0"3 -0"1 -0"4"6 -8"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1 -2"TYP.1 -0"1 -0" FLATEXTENSION1 -0"4"6 -8"1 -0"1 -0"4"6 -8"1 -0"1 -0"4"6 -8"1-1/2" OD SS1 -0"1 -0"4"6 -8"1-1/2" OD SS3 -0"3 -0"3 -0"3 -0"6" TYP1 -0"6-1/4" TYP1-1/2" OD SS1-1/2" OD SS1-1/2" OD SS1-1/2" OD SS1 -0" FLATEXTENSION1 -0" FLATEXTENSION1 -0" FLATEXTENSION1 -0" FLATEXTENSION6" TYP6" TYP6" TYP6" TYP1-1/2" OD SS1-1/2" OD SS1-1/2" OD SS1-1/2" OD SSCHEEK WALL BEHINDSTAIRS, TYP.CHEEK WALL BEHINDSTAIRS, TYP.CHEEK WALL BEHINDSTAIRS, TYP.CHEEK WALL BEHINDSTAIRS, TYP.CHEEK WALL BEHINDSTAIRS, TYP.1 -2"TYP.6-1/4" TYP1 -2"TYP.6-1/4" TYP1 -2"TYP.6-1/4" TYP1 -2"TYP.6-1/4" TYP6" 6" 6" 6" 6"1 -0"6" TYP6"6"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1-1/2" OD SSPOST1-1/2" OD SSHANDRAIL4 -4"1 -0" FLATEXTENSION1 -0"4"1 -2"TYP.1012"3 -0"CHEEK WALLBEHIND STAIRS6" TYP6"3 -0"1 -0"1 -0"4"1 -0" FLATEXTENSION5 -6"1-1/2" OD SSPOST1-1/2" OD SSHANDRAILNOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1 -2"TYP.1 -0"1 -612"RETAININGWALL BEHINDSTAIRS6" TYP6"3 -0"1 -0"1 -0"4"5 -6"1 -0" FLATEXTENSION1-1/2" OD SSPOST1-1/2" OD SSHANDRAILNOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1 -2" TYP.8"CHEEK WALLBEHIND STAIRS6"1 -0"3 -0"NOTES:1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH4. EXPANSION JOINTS TO BE LOCATED IN RAILINGS EVERY 20 MAX.1-1/2" OD SS1-1/2" OD SS3 -11"4 -8"3 -11"12 -6"1 -0" FLATEXTENSION1 -0"4"6" TYP1 -2"TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 1:35pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0.0.2019STAIR PROFILESH-OL5.05VV1/2" 1 -0"STAIR O - RUN AND RAILING ELEVATION61/2" 1 -0"STAIR J - RUN AND RAILING ELEVATION21/2" 1 -0"STAIR K - RUN AND RAILING ELEVATION31/2" 1 -0"STAIR M - RUN AND RAILING ELEVATION41/2" 1 -0"STAIR N - RUN AND RAILING ELEVATION51/2" 1 -0"STAIRS H I - RUN AND RAILING ELEVATION1205.03.2019CONSTRUCTION DOCUMENTS103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE 875.55BS 875.60TS 88 .00TW 88 .87BW 88 .02BS 886.40TW 887.17BW 886. 2TS 886.30BS 883.70TW 884.47BW 884.22BS 881.00TW 881.77BW 881.52TS 883.60TW 884.47BW 881.52TW 887.17BW 884.22BS 878.30TW 87 .07BW 878.82TW 881.77BW 878.82TS 880. 0TS 878.20TW 877.42BW 875.55TW 87 .07BW 876.6488 .10TW 88 .87BW 886. 2TW 888.50BW 877.51TW 877.42BW 876.64CONCRETE RETAININGWALL BEHINDCONCRETE STEPPEDPLANTERSSTAIR JCONCRETE STEPPEDPLANTERSCONCRETE STEPPEDPLANTERSCONCRETE STEPPEDPLANTERSCONCRETE STEPPEDPLANTERSCONCRETE STEPPEDPLANTERSTW 877.42BW 875.55TW 872.50BW 871.00TW 874.14BW 872.00TW 872.50BW 872.00TW 874.14BW 873.64TW 875.78BW 873.64TW 875.78BW 875.28TW 877.42BW 875.28TW 872.50BW 872.00TW 888.50BW 871.00TW 888.50BW 876.00CONCRETE RETAININGWALL BEHINDCONCRETE STEPPEDPLANTERSTERRACECONCRETE STEPPEDPLANTERSCONCRETE STEPPEDPLANTERSCONCRETE STEPPEDPLANTERS2 -0"TYP.1 -0"TYP.8" TYP.1 -0"TYP.6L5.08CABLE TRELLISRESIDENTIAL - 2 WINGS SFKITCHEN100 SF RA STG. 100 SF CST. STG. 22 SF STOR A G E WOMENS2 1 SFOFF./ CONF . 91 SF OFF. 20 SFSTAIR JPLANTINGAREA (PA)1L5.062L5.0653.48 5. 3 12.10 .34 7.00 11.01 11.01 11.01 8. 3 7.18 TYP.3.83 TYP.8.21 8.21 3 .70 .34 8. 2 6.27 1.50 0.67 0.67 TYP.1.00 TERRACEDOWNPLANTINGAREA (PA)BUILDING 4ABUILDING 4ATW 871.50BW 871.00TW 871.50BW 871.25TW 872.25BW 871.25TW 872.25BW 871.88TW 873.00BW 871.88TW 873.00BW 872.32TW 873.00BW 872.44STAIR K1-1/2" OD S.S.HANDRAILSCHEDULE 40,TYP.1-1/2" OD S.S. POSTSCHEDULE 40,TYP.TS 871.00BS 86 .00TW 871.50BW 86 .00TW 871.50BW 870.72TW 871.50BW 86 .00TW 871.50BW 871.00STAIR M1-1/2" OD S.S.HANDRAILSCHEDULE 40,TYP.1-1/2" OD S.S. POSTSCHEDULE 40,TYP.1"X6" SCUPPER,TYP.DRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 12:52pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:05.03.2019CONCRETE WALLSELEVATIONSL5.0 VV1/2" 1 -0"CONCRETE STEPPED PLANTERS - ELEVATION A11/2" 1 -0"CONCRETE STEPPED PLANTERS - ELEVATION B220.67 1.00 0.50 TYP.0.67 0.67 TYP.SCALE: 1:10LAYOUT ENLARGEMENT PLAN - SITE 15KEY PLAN1/2" 1 -0"CONCRETE RETAINING WALL - ELEVATION A31/2" 1 -0"CONCRETE RETAINING WALL - ELEVATION A14MATCH LINE - CONCRETE RETAINING WALL ELEVATION AMATCH LINE - CONCRETE RETAINING WALL ELEVATION A1205.03.2019CONSTRUCTION DOCUMENTS103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATIONS PACKAGE 61SPECIFIED PLANTING MIXADJACENT PAVEMENT2 -0"UNDISTURBED SUBGRADE OR COMPACTEDFILLSHREDDED HARDWOOD MULCHPLANTING, SEE PLANTING PLANSDRAINAGE FABRICADJACENT LAWNFIELD STONE ADJACENTTO QUARRY BLOCKRIVER STONE MULCH ADJACENTTO SCREE STONELIMESTONE QUARRY BLOCK3" LIMESTONE SCREENING LEVELING COURSEDRAINAGE STONE BASESEE CIVIL DRAWINGS FOR UNDER DRAINHEADER, LATERAL AND PERFORATED PVCPIPE LAYOUT, CONNECTIONS AND DETAILS.6" PONDING6"MIN.FREEBOARDDRAINAGE STONELIMESTONE BLOCK ATBIORETENTION 7/L5.07ADJACENT PAVEMENTSPECIFIED BIO-RETENTION SOIL MIXADJACENT PAVEMENTUNDISTURBED SUBGRADE OR COMPACTEDFILLSTORMWATER STRUCTURE, SEE CIVIL DWGSRAISE STORMWATER FRAME AND GRATE TOPROPOSED ELEVATION, SEE GRADING PLANFOR ELEVATION, AND CIVIL DRAWINGS FORDETAILSSHREDDED HARDWOOD MULCHCONNECT INFILTRATION TRENCHUNDERDRAIN TO EXISTING STRUCTURE. IFEXISTING UNDERGROUND ELECTRICAL DEPTHPREVENTS ROUTING UNDER, UNDERDRAINSHALL PASS OVER THE TOP, SEE CIVIL DWGSPLANTING, SEE PLANTING PLANSDRAINAGE FABRICSEE DRAWING 4/L5.07 FORPLANT INSTALLATION IN BIO-RETENTION BEDSEE CIVIL DRAWINGS FOR UNDER DRAINHEADER, LATERAL AND PERFORATED PVCPIPE LAYOUT, CONNECTIONS AND DETAILS.3 +/- SEE GRADINGPLAN4" SHREDDED BARK MULCH6" PONDING3 +/- SEE GRADINGPLAN6"MIN.FREEBOARDDRAINAGE STONESTONE TYPE CSTONE MULCHSTONE TYPE BSCREE STONESTONE TYPE ALIMESTONE QUARRY BLOCKNOTES:STONE TYPE A - QUARRY BLOCK: CUBOIDLIMESTONE BLOCKSx+/- 18" TO +/- 22" HEIGHTx+/- 24" DEPTHx+/- 3 -0" TO +/- 5 -0" RANDOM LENGTHSSTONE TYPE B - FIELD STONE: IRREGULARNATURAL FIELD STONE IN FULL RANGE OFCOLORx+/- 1" TO +/- 3" THICKNESSx+/-1 -0" TO +/- 2 -0" LENGTH AND WIDTHSTONE TYPE C - FLAT RIVERSTONE MULCH:ROUGHLY FLAT RIVERSTONE MULCHx+/- 1" TO +/- 4" LONGEST DIMENSIONSTONE TYPE A - EXAMPLE PHOTOQUARRY BLOCKSTONE TYPE B - EXAMPLE PHOTOFIELD STONESTONE TYPE C - EXAMPLE PHOTO RIVERSTONESTORMWATER OUTFALL FROM ROOFSLOPED SIDES OF BIORETENTION BASINSLOPED SIDES OF BIORETENTION BASIN3 -0"LAWN ESTABLISHMENTSHREDDED HARDWOOD MULCHDRAINAGE FABRICSEE DRAWING 4/L5.07 FORPLANT INSTALLATION INBIO-RETENTION BED32 -6"1SPECIFIED PLANTING MIXPLANTING, SEE PLANTING PLANSSEE CIVIL DRAWINGS FORUNDER DRAIN HEADER,LATERAL AND PERFORATEDPVC PIPE LAYOUT,CONNECTIONS AND DETAILS4"1 -0" TO 1 -3"LIMESTONE BLOCK WEIR,6/L5.076" PONDINGLIMESTONE BLOCK WEIR,6/L5.07DRAINAGE STONENOTES:1. DO NOT STORE EQUIPMENT OR MATERIALS WITHINBIO-INFILTRATION BASINWIDTH VARIESSPECIFIED BIO-RETENTION SOIL MIXTUREGEOTEXTILE FILTER FABRICSEE CIVIL DWGS FOR UNDER DRAIN HEADER,LATERAL, AND PERFORATED PVC PIPEHEADER, CONNECTIONS AND DETAILSPLANTINGS IN BIO-RETENTION BEDSMULCH LAYER3X WIDTH OF ROOT BALL FORTREES AND SHRUBSBED TREES AND SHRUBS INSTALLED INBIO-RETENTION FACILITIES IN SPECIFIEDPLANTING SOIL MIXTURE12" - 15" DRAINAGE STONENOTES:1. BOTTOM OF LIMESTONE QUARRY BLOCK TO FOLLOW FINISH GRADE TOP OF BLOCK TO BE LEVELED.AVERAGE JOINT WIDTH SHALL BE 1/2". HANDTOOL EXPOSED EDGES TO ACHIEVE TIGHT FITAND APPEARANCE AS SHOWN.BASIN FINISH GRADE, SEE GRADING PLANLIMESTONE QUARRY BLOCK WALL3" LIMESTONE SCREENING LEVELING COURSESUBBASEJOINT WHERE STONES MEET TO BE SAWCUTFLUSH AND JOINT TO BE GROUTEDCLBASIN RIM BEHIND WALL, ELEVATION VARIESSEE GRADING PLANS1 -8"1 -0" TYP.4"4 -0"3"COMPACTED SUBGRADE3"ADJACENT LAWNOR PLANTINGSUBBASELIMESTONEQUARRY BLOCKCOMPACTEDSUBGRADE1 -8"6"2 -0"NOTES:1. LENGTH OF BLOCK SEGMENTS VARIES, REFER TO LAYOUT PLAN FOR DIMENSIONS.2. PLACE STONE WITH 1 -8" EXPOSED ON LOW SIDE (STONEDUST SIDE), AND WITH 3" MIN BELOWFINISHED GRADE ALL OTHER SIDES. IN NO CASE SHALL WALL HEIGHT EXCEED 30". PROVIDEFILL AND LAWN SEED AS NECESSARY.3"3" LIMESTONE SCREENING LEVELINGCOURSEEMBED 3" BELOWFINISHED GRADE, MINLAMBS TONGUE, SEE ARCH DWGSSEE CIVIL DWGS FOR UNDER DRAINHEADER, LATERAL AND PERFORATEDPVC PIPE LAYOUT, CONNECTIONSAND DETAILSDRAINAGE STONEDRAINAGE FABRICSPECIFIED PLANTING MIXRIVER STONE SPLASH AREA, SEE PLANS FOR EXTENTS4" SHREDDED HARDWOOD MULCHADJACENT PAVEMENT4000 PSI REINFORCED POURED INPLACE CONC WALL, EPOXY COATED#4 @ 14" BOTH WAYS AND (2) X #4CONT. HORIZ AT TOP, COORDINATEFINISHES, CHAMFERS, AND DETAILINGWITH ARCH2 -6"4"1 -0" TO 1 -3"8"8"COMPACTED #4 CRUSHED STONE,8" THICK MINIMUM5"RIVER STONE BETWEENBUILDING WALL ANDBACK OF STORMWATERWALL, 6" DEEP MINIMUMCOORDINATE IN-FILLMATERIAL ANDDRAINAGE WITH ARCHCOMPACTED #4 CRUSHED STONE,8" THICK MINIMUM8"VARIES, SEE PLANSPLANTING, SEE PLANTING PLANSHEIGHT VARIES, 4 -0" MIN,SEE GRADING PLANS4000 PSI REINFORCED POURED INPLACE CONC SLAB, EPOXY COATED #4@ 14" BOTH WAYS, DOWEL TO WALLSDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 3:55pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0.0.2019PLANTINGDETAILSL5.0 DR WJE3/8" 1 -0"BIORETENTION SECTION - QUARRY BLOCK33/8" 1 -0"BIORETENTION PLANTING2NTSBIORETENTION STONE PERSPECTIVE DETAIL43/8" 1 -0"BIORETENTION SECTION WEIRS-TYP11/2" 1 -0"PLANT INSTALLATION IN BIORETENTION BED51/2" 1 -0"LIMESTONE BLOCK WEIR61" 1 -0"LIMESTONE BLOCK AT BIORETENTION73/8" 1 -0"STORM WATER PLANTER8105.03.2019CONSTRUCTION DOCUMENTS SPECIFIED PLANTING MIX. FILL HALF WAY,WATER AND TAMP TO REMOVE AIR POCKETS,COMPLETE FILL AND WATER, TAMP SOILAROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOTSHIFT.GRADE TO FORMSAUCER IN LAWNAREAS ONLYSCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADE. SET TREEDIRECTLY ON SUBGRADE TO PREVENTSETTLING.3X WIDTH OF ROOT BALL6" MINNOTES:1. ALL PLANT MATERIAL TO BE INSECT ANDDISEASE FREE PER DESIGN STANDARDS.2. DO NOT PRUNE THE TREE UNLESS DIRECTEDBY THE LANDSCAPE ARCHITECT.3. STAKE TREES ONLY UPON THE APPROVAL OFTHE LANDSCAPE ARCHITECT.4. WRAP TREE TRUNKS WITH DEER PROTECTIONMESH ONLY UPON APPROVAL OF THELANDSCAPE ARCHITECT.MARK NORTH SIDE OF TREE IN NURSERY, ANDPLACE TREE TO FACE NORTH AT THE SITEWHENEVER POSSIBLEUNTIE AND ROLL BACK BURLAP FROM MIN. 1/3OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIRE BASKETS ANDREMOVE.PLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE ESTABLISHED FINISH GRADE SUCH THATROOT FLARE IS VISIBLE4" SPECIFIED SHREDDED BARK MULCH. DONOT PLACE MULCH IN CONTACT WITH TRUNK.NOTES:1. PLANT AT SAME DEPTH AS PREVIOUSLYPLANTED IN NURSERY OR CONTAINER2. PROVIDE COMPACTED BASE UNDER ROOTBALL ONLY TO PREVENT SETTLING3. CUT ANY CIRCLING ROOTS AND TEASE APARTROOTS OF POT BOUND CONTAINERIZEDPLANTS.4. DO NOT USE TREATED BURLAPSHREDDED BARK MULCH, EXTENT OFBEDLINE:x4" (100 ) FOR SHRUBSx3" (75 ) FOR PERENNIALS AND BULBSUNTIE AND ROLL BACK BURLAP FROM MIN. 1/3OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIRE BASKETS ANDREMOVE. IF CONTAINER OR POT GROWN,REMOVE ENTIRE COVERING.SPECIFIED PLANTING MIXSPADED BED EDGECOMPACTED BASE2 -0"MIN.SCARIFY SIDES AND BOTTOM OF PIT 4"TO PREVENT GLAZING OF SUBGRADENO SHREDDED BARK OR WOOD CHIPS TO LAYAGAINST COLLAR OF SHRUBVARIES, SEE PLANSPLANT SO THAT ROOT FLARE IS ATOR SLIGHTLY ABOVE ADJACENTFINISHED LANDSCAPE GRADELAWN SEED OR HYDROSEEDSTRAW MULCH - STALKS FROM OATS, WHEATAND/OR RYE FREE FROM SEED AND WEEDSEED. NO NON-BIODEGRADABLE (PLASTIC,NYLON, ETC.) EROSION CONTROL NETTING ORMATTING PERMITTEDTURF SOIL MIXSCARIFY SUB-GRADE PRIOR TO BACKFILLING4" MIN.UNDISTURBED AND/OR COMPACTEDSUBGRADEPLACE EROSION CONTROL BLANKET ONSLOPES GREATER THAN 1V:3HBACK FILL AS SPECIFIED - 23 EXISTING SOILMIXED WITH 13 NEW ORGANIC MATERIALEXISTING LAWNNOTES:1. SEE PLANTING FOR EXTENTS2. FERTILIZE AS SPECIFIED4" MIN.6" TURF SOIL MIX,ROLL TO COMPACT TO 85% PROCTORDENSITY1 -0" MIN. CLEAN FILL OR DEEP RIPPEDSUBSOIL AMENDED WITH .25 CY OF COMPOSTPER 1000 SF1 -0" MIN.UNDISTURBED SUBGRADE6"NOTES:1. LAWN RESTORATION WORK TO COMPLY WITH REQUIRMENTS PER "NYS DEC - STORMWATERMANAGEMENT DESIGN MANUAL - AUGUST 2010" AS WELL AS "NYS DEC DEEP RIPPING ANDCOMPACTION - APRIL 2008"3" COMPOST TILL (DEEP RIP) INTO SUBSOIL3"LAWN SEED OR HYDROMULCHPLACE EROSION CONTROL BLANKET ONSLOPES GREATER THAN 1V:3HFENCE OR STRUCTURELEAN NURSERY STAKE AGAINST THE WALL.STAKE TO BE REMOVED AFTER THE VINE HASATTACHED TO STRUCTURE OR TRELLIS3" MULCH12" MINIMUM PLANTING MIXUNDISTURBED COMPACTED SUBGRADECOMPACTED BASEJAKOB, INC.BOCA RATON, FL1-561-330-6502 @ a - a. NOTES:1.WIRE TRELLIS TO BE JAKOB ROPESYSTEMSSTAINLESS STEEL TRELLISSYSTEM OR APPROVED EQUAL2.TRELLIS SYSTEM TO BE LOCATED ONSPECIFIED WALLS (SEE PLANS), WITHMINIMUM OFFSET FROM WALL EDGES3. CABLE SPACING, OFFSET DISTANCE, ANDWALL DIMENSIONS WILL DETERMINENUMBER OF CABLES.FINISH GRADE6" MAX SPACINGWIDTH OF WALLHEIGHT OF WALLSYNTHETIC GRASS BLADES (APPROX. 3/4" EXPOSED)DRAINAGE STONESEPARATION FABRICUNDISTURBED AND/OR COMPACTEDSUBGRADESAND AND CRUMB RUBBER INFILL12" #4 REBAR6" 6" RECYCLED PLASTIC CURB2"4"3"6"2"6"4"PRIMARY BACKING (WEED BARRIER INTEGRATED INTO BACKING)COMPACATED AASHTO # CRUSHED STONE (PER MANUF. SPECS)COMPACTED #4 CRUSHED STONE(PER MANUF. SPECS)SUBSURFACE DRAINAGE SYSTEM - SEE CIVIL1.0%1.0%3X WIDTH OF ROOT BALLSCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADEGRADE TO FORM 3" DEEP SAUCERCOMPACT SUBSOIL TO FORM PEDESTAL TOPREVENT SETTLINGPLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE ESTABLISHED FINISH GRADE4" SPECIFIED SHREDDED BARK MULCH. DONOT PLACE MULCH IN CONTACT WITH TRUNK.IF B B TREE, UNTIE AND ROLL BACK BURLAPFROM 1/3 MIN. OF ROOT BALL. SYNTHETICWRAP IS UNACCEPTABLE. CUT AND REMOVEEVERYTHING EXCEPT BURLAP.SPECIFIED PLANTING MIX COMPACTED IN 4"LIFTS TO PREVENT SETTLINGCOMPACTED SUBGRADENOTES:1. ALL PLANT MATERIAL TO BE INSECT ANDDISEASE FREE PER DESIGN STANDARDS.2. DO NOT PRUNE THE TREE UNLESS DIRECTEDBY THE LANDSCAPE ARCHITECT.3. STAKE TREES ONLY UPON THE APPROVAL OFTHE LANDSCAPE ARCHITECT.4. WRAP TREE TRUNKS WITH DEER PROTECTIONMESH ONLY UPON APPROVAL OF THELANDSCAPE ARCHITECT.VARIES SEE PLANTREE DRIPLINECRITICAL ROOT ZONE:DIAMETER OF TRUNK IN INCHES MULTIPLIED BY 1.5 FEET OR 5 OUTSIDEOF DRIPLINE, WHICHEVER IS GREATER MEASURED 4.5 ABOVE GROUND4"X4" STAKES2"X6" (LENGTH VARIES)EXISTING TREECRITICALROOTZONE.4.00 2"X6"USE 16 PENNY NAILSBOTTOM RAIL OPTIONGRADETREE GUARD4"X4" STAKESMAILBOX POST ANCHOR (TYP.)POST SIGN, 8.5"X11", "VEGETATION ANDSOIL PROTECTION ZONE, NO VEHICLES,NO STORAGE"TREE AND ROOTPROTECTIONZONENO VEHICLESNO STORAGETREE DRIPLINECRITICAL ROOT ZONEMULTIPLE TREES OR SHRUBSUNTIE AND ROLL BACK BURLAP FROM MIN.1/3 OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT WIRE BASKETS ANDREMOVE.ADJACENT PAVEMENT (SEEPLANS FOR TYPE, LOCATIONAND PATTERN)FIBER REINFORCED POROUS CONCRETE BASE(SEE PLANS FOR LOCATION)SPECIFIED PLANTING MIX:WIDTH VARIESSEE LAYOUT PLAN8 -0"WIDTH VARIESSEE LAYOUT PLAN1 -10"STRUCTURAL SOILSEPARATION FABRICTREE GRATE, SEE TREE GRATE DETAIL3 -0"HEAVY DUTY CONCRETE(SEE PLANS FOR LOCATION)COMPACTED SUBBASESEPARATION FABRIC6"PLANTING SOILCU SOILCONCRETE CURB - SEE PLAN FOR DIMENSIONSTREE GRATEFILL JOINT WITH 1/8" OPEN GRADEDANGULAR WASHED GRAVEL FILL1 3/4" X 1 3/4" X 1/4" TREE GRATE FRAME ANGLEADJACENT PAVERSMANUFACTURER S PAVER GRATE8 -00" SQ.TREE GRATE FRAME PLANN.T.S.(2) HALVES OF FRAME BOLTEDTOGETHER AND CENTERSUPPORTS BOLTED IN WITH 3/8"SS HX HD BOLTS W/ NUTS ANDWASHERS(16) 3/4" ANCHOR BARS -MODIFIED PER SECTION FORPAVER INSTALLATION412"134"10"TREE GRATE, REFER TOSPECIFICATION FORMANUFACTURER AND MODEL3"1 -6"6"SYNTHETICTURFDRAINAGE STONEUNDERDRAIN - SEE CIVIL DRAWINGSUNDISTURBED AND/OR COMPACTED SUBGRADEFILTER FABRICATHLETIC FIELD CHAIN LINK FENCE POSTW/ 12" DIA. FOOTINGATHLETIC FIELD BALL NETTING POSTW/ 12" DIA. FOOTING5"1 -0"CLCLPLANT SHALL BE SET AT OR SLIGHTLY ABOVETHE STABLISHED FINISH GRADE4" SPECIFIED SHREDDED BARK MULCH.DO NOT PLACE MULCH IN CONTACTWITH TRUNKUNTIE AND ROLL BACK BURLAP FROM 1/3 MIN.OF ROOT BALL. SYNTHETIC WRAP ISUNACCEPTABLE. CUT AND REMOVEEVERYTHING EXCEPT BURLAP.SPECIFIED PLANTING MIXSPADE EDGE OF MULCH PERIMETERSCARIFY SIDES AND BOTTOM OF TREE PIT TOPREVENT GLAZING OF SUBGRADE. SET TREEDIRECTLY ON FIRMLY PACKED SUBGRADE TOPREVENT SETTLING.3X WIDTH OF ROOT BALL (6 -0" MIN.)6" MINKEEP MULCH AWAY FROM TRUNK AND TRUNKFLARECOMPACT PLANTING MIX UNDER ROOT BALLTO PREVENT FUTURE SETTLING OF TREEDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 01, 2019 - 3:5 pmPROJECT NO.: P105.00UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:0.0.2019PLANTINGDETAILSL5.0 DR1/4" 1 -0"DECIDUOUS TREE PLANTING71/4" 1 -0"SHRUB PLANTING41" 1 -0"LAWN RESTORATION SEEDING (CORNELL STANDARD)11" 1 -0"LAWN ESTABLISHMENT WITH SOIL DECOMPACTION21/2" 1 -0"VINE PLANTING51" 1 -0"CABLE TRELLIS61" 1 -0"SYNTHETIC TURF31/4" 1 -0"TREE PLANTING ON SLOPE NTSTREE PROTECTION FENCE111/2" 1 -0"TREE PLANTING IN CU SOIL113" 1 -0"TREE GRATE131" 1 -0"ATHLETIC FIELD GRAVEL STRIP WITH UNDERDRAIN131/2" 1 -0"EVERGREEN TREE PLANTING8105.03.2019CONSTRUCTION DOCUMENTS STAIR ASTAIR E2D2C2B2A1C1D1B1A4A4A4B4B3A3B3C3A5C5B5A2B5B3B3BSTAIR CSTAIR BSTAIR DFDCFDCFDCFDCFDCFDCFDCSTAIR JSTAIR KSTAIR ISTAIR HSTAIR FSTAIR GSTAIR LSTAIR MSTAIR OSTAIR NFDCFDCBUILDING 1SECTOR CBUILDING 1SECTOR BBUILDING 1SECTOR ABUILDING 1SECTOR BBUILDING 2 SECTOR ABUILDING 2 SECTOR BBUILDING 2SECTOR CBUILDING 2SECTOR BBUILDING 2SECTOR DBUILDING 2SECTOR C BUILDING SECTOR BBUILDING SECTOR ABUILDING 3SECTOR BBUILDING 3SECTOR ABUILDING 3SECTOR BBUILDING 3SECTOR CBUILDING 5SECTOR BBUILDING 5SECTOR ABUILDING 5 SECTOR BBUILDING 5 SECTOR C REFER TO SHEET E3.05REFER TO SHEET E3.07REFER TO SHEET E3.06REFER TO SHEET E3.08REFER TO SHEET E3.03REFER TO SHEET E3.06REFER TO SHEET E3.02REFER TO SHEET E3.05REFER TO SHEET E3.01REFER TO SHEET E3.04REFER TO SHEET E3.04(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)EL2EL2EL2EL2EL2EL2EL3AEL3AEL3AEL3BEL3AEL3AEL3AEL3AEL3BEL3AEL3AEL3AEL3AEL3AEL3AEL3AEL3AEL3BEL3AEL3AEL3AEL3BEL3AEL3AEL3AEL3AEL3AEL3BEL3BEL3AEL3AEL3AEL3AEL3AEL3BEL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL1EL2EL2EL2EL2EL2EL1EL2EL2EL2EL2EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL11EL1EL1EL2EL2EL2EL11EL1EL1EL1EL3AEL1EL2EL2EL1EL2EL3AEL11EL11EL11EL1EL1EL1EL11EL1EL1EL2EL2EL2EL2EL2EL2EL2EL2 EL2EL2EL2EL2EL2EL2EL2EL2EL2EL2EL2EL2EL2EL2EL1EL2EL2EL2EL2EL2EL2EL21OVERALL SITE LIGHTING PLAN1 1 - 0 WSPE3.00OVERALL SITELIGHTING PLANDRAWING NO.:DRAWN BY:DATE:SHEET TITLE:PROJECT TITLE:a r c h i t e c t sikon.5NEW YORK STATE SEAL:VERSIONSNo.DateDescription May 0 , 2019 - 12:22pmPROJECT NO.: B1 0 19.000UNDERGRADUATESTUDENT HOUSINGCORNELL UNIVERSITYITHACA, NYLANDSCAPE ARCHITECT:FIRE PROTECTION, PLUMBING,MECHANICAL, ELECTRICAL ENGINEER:STRUCTURAL ENGINEER:CIVIL ENGINEER:ARCHITECT:PROFESSIONAL LICENSE NUMBER:FOOD SERVICE:103.01.2019SITE, UTILITIES, LANDSCAPE,FOUNDATION PACKAGE03.01.2019205.03.2019CONSTRUCTION DOCUMENTS '1'1'18335,9$7(%,&<&/(63$&(635,9$7(3$5.,1*63$&(635,9$7(02725&<&/(63$&(6&20081,7<5220),71(6652202)),&(2)),&(0(&+$1,&$/0(&+$1,&$/678',263$&(VTIW67)/225VTIW7<372:(5)/225&21)(5(1&(*$//(5<63$&(.,7&+(1/2%%</,1(,1',&$7(6(;326('%/2&./,1(,1',&$7(6(;326('%/2&.$5($)25)8785(6&8/3785($57'5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW67)/2253/$135,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25./+ 67)/2253/$15/16/19 838383'''1'5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW72:(5)/2253/$135,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU 1')/2253/$15/16/19 67)/225 723$5$3(7 '$5.*5$<60227+678&&2),1,6+'$5.*5$<,17(*5$/&2/25('&21&5(7(0$6215<%/2&.'$5.*5$<),%(5&(0(173$1(//,*+7*5$<),%(5&(0(173$1(/0(',80*5$<),%(5&(0(173$1(/5('),%(5&(0(173$1(/67)/225 723$5$3(7 '$5.*5$<60227+678&&2),1,6+:+,7(60227+678&&2),1,6+'$5.*5$<),%(5&(0(173$1(//,*+7*5$<),%(5&(0(173$1(/0(',80*5$<),%(5&(0(173$1(/5('),%(5&(0(173$1(/'$5.*5$<60227+678&&2),1,6+'5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW(;7(5,25(/(9$7,21635,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU ($67(/(9$7,21 :(67(/(9$7,215/16/19 67)/225 723$5$3(7 '$5.*5$<60227+678&&2),1,6+:+,7(60227+678&&2),1,6+'$5.*5$<),%(5&(0(173$1(//,*+7*5$<),%(5&(0(173$1(/0(',80*5$<),%(5&(0(173$1(/5('),%(5&(0(173$1(/67)/225 723$5$3(7 '$5.*5$<60227+678&&2),1,6+/,*+7*5$<),%(5&(0(173$1(/0(',80*5$<),%(5&(0(173$1(/5('),%(5&(0(173$1(/'$5.*5$<,17(*5$/&2/25('&21&5(7(0$6215<%/2&.'5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW(;7(5,25(/(9$7,21635,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU 1257+(/(9$7,21 6287+(/(9$7,215/16/19 '5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW3(563(&7,9(635,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU5/16/19 '5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW3(563(&7,9(635,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU5/16/19 '5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW3(563(&7,9(635,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU5/16/19 '5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW3(563(&7,9(635,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25./+5/16/19 '5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW3(563(&7,9(635,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU5/16/19 67)/225 723$5$3(7 35 7<3 7<3 7<3$&5</,&)$&(/(',//80,1$7(',17(5,25'5$:1%<&23<5,*+79(&,12'(6,*1352-(&7180%(5'$7(7KLVGUDZLQJDQGWKHGHWDLOVRQLWDUHWKHVROHSURSHUW\RIWKH$UFKLWHFWDQGPD\EHXVHGIRUWKLVVSHFLILFSURMHFWZKROHRULQSDUWRUIRUDQ\RWKHUSXUSRVHRUSURMHFWZLWKRXWWKHZULWWHQFRQVHQWRIWKH$UFKLWHFW352326('6,*1$*(35,WKDFD$UWKDXV&+(55<675((7,7+$&$7203.,16&2817<1(:<25.$XWKRU 1257+(/(9$7,21 352326('6,*1$*()/86+02817&+$11(//(77(56($&+/(77(57$//;:,'(0$;:,7+5(7851:+,7($&5</,&)$&($/80,1805(785163$,17720$7&+'$5.*5$<678&&2%/$&.75,0&$3 (1/$5*('6,*1$*(5/16/19 Site Plan Review 815 S Aurora St - Additional Materials May 22, 2019 Please see attached materials for requested additional information for the project at 815 South Aurora Street. Permit #38534 Project Description The project applicant proposes a new 65 unit student housing complex comprised of three buildings constructed on hillside on the east side of Route 96B, overlooking the proposed Chain Works District. The proposed buildings will contain (2) one-bedroom unit, (40) two- bedroom units, and (23) three-bedroom units. Amenities will include a gym and media room, with access to an outdoor amenity space on the first floor of building B, and a roof terrace and lounge on the fourth floor of building B. The project shares the 2.85 acre site with an existing cell tower facility, garages, an office and one-bedroom apartment. Site improvements will include walkways and curb cuts to be tied into a public sidewalk proposed by the Town of Ithaca. Fire truck access is proposed at existing site entry at the south end of the property, with a new fire lane to be constructed in front of the buildings A & B at the northern end of the site. The project will include 67 parking spaces, as required by zoning. The property located in the R-3b zoning district. Additional/updated materials include: Updated area plans and elevations Updated Civil Plans Updated Landscape Plan and site section Energy usage analysis Construction activity Responses to Highlighted comments from PRC meeting. -We will bring materials samples for facade choices to the Planning Board meeting. -Manage seepage from exposed rock- see updated Civil Plans -Retaining walls and associated railings, especially North side- see attached retaining wall details -Why can’t access to Hudson Place be maintained? The neighbors don’t want it maintained -Timeline for sidewalk construction? City work this summer, Town portion early 2020 815 S Aurora St - 1 -Who will remove snow from sidewalk contiguous to property? The developer will remove snow -Can trash enclosure be relocated? No -applicant must provide information about rock removal and transport, and construction activities and deliveries- see attached -information about energy usage and system- see attached Ithaca Green Building Policy -information about construction impacts from foundation preparation? The shale is rip-able by an excavator and will need no blasting. Typical noise levels for site prep. -Fire apparatus access- It is the understanding of the design team that through close coordination with the Ithaca Fire Department, the fire lane configuration currently proposed has addressed any comments and concerns communicated by the Ithaca Fire Department. Formal documentation from the Ithaca Fire Department is pending the results of NYSDOT’s conceptual review of the proposed fire lane and associated curb cuts. 815 S. Aurora Street Ithaca Green Building Policy – Easy Path In order to comply with the Ithaca Green Building Policy easy path, the project must achieve 6 points or more. The summary below contains the points that this project would achieve through the Ithaca Green Building Policy as it is currently writen. EE1 – Heat pumps for space heating (3 points) - Project is using Air Source mini split one-to-one heat pumps for space heating qualifying for 3 points in this category. A12 – Heating systems in heated space (1 point) - All heating systems will be contained within the thermal envelope of the building qualifying for 1 point in this category. A13 – Efficient Building Shape (1 point) - The building shape complies with the maximum wall + roof / floor area ratios in order to achieve 1 point in this category A15 – Window to wall ratio less than 20% (1 point) - The window to wall ratio for buildings A and B is just under 15% and for building C it is just over 18% meaning that all three buildings comply with the window to wall ratio threshold of 20%. OP1 – Development density (1 point) - This development will have more than 7 dwelling units per acre qualifying for 1 point in this category. 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tĂƌƌĂŶƚǇĂůůƉůĂŶƚŵĂƚĞƌŝĂůƐĨŽƌĂƉĞƌŝŽĚŽĨϭͲǇĞĂƌďĞǇŽŶĚƚŚĞĚĂƚĞŽĨƐƵďƐƚĂŶƚŝĂůĐŽŵƉůĞƚŝŽŶ͘W>Ed/E'^,h><z Ydz͘ KdE/>EDKDDKEED /E^d>>^/ DdhZ^/ KDDEd^^,ZhͲ/hKh^/st ϭ /ůĞǆǀĞƌƚŝĐŝůůĂƚĂt/EdZZZzηϱKEd/EZ ϲΖd>>ϲΖt/WK ϭϳ WŚǇƐŽĐĂƌƉƵƐŽƉƵůŝĨŽůŝƵƐΖŝĂďůŽΖ E/EZ<ηϱKEd/EZ ϴΖd>>Et/^/ Ϯϯ ^ƚĞƉŚĂŶĂŶĚƌĂŝŶĐŝƐĂΖƌŝƐƉĂΖ >^,ZhηϱKEd/EZ ϲΖd>>ϲΖt/s ϯ sŝďƵƌŶƵŵĐĂǇƵŐĂzh's/hZEhDηϱKEd/EZ ϱΖd>>Θt/^,ZhͲWZEE/>< ϭϵ ĂůĂŵĂŐƌŽƐƚŝƐпĂĐƵƚŝĨůŽƌĂΖ<Ăƌů&ŽĞƌƐƚĞƌΖ&d,ZZ'Z^^ηϯKEd/EZ ϯΖt/ϯΖd>>dZͲKZEDEd>' ϲ ŵĞůĂŶĐŚŝĞƌĐĂŶĂĚĞŶƐŝƐ ^Zs/ZZzϲ&dd>> ϭϱΖǁŝĚĞ Dh>d/^dD& ϭ ŽƌŶƵƐĨůŽƌŝĚĂ&>KtZ/E'K'tKK ηϳKEd/EZϮΗ>/WZϮϱΖd>>dZͲ^,Z ϲ ĐĞƌƌƵďƌƵŵZDW>ϮͲϭͬϮΗ>/WZ ϰϬΖd>>'dd ϰ 'ůĞĚŝƚŝƐŝĂƚƌŝĐĂŶƚŚŽƐΗdŚŽƌŶůĞƐƐΗ d,KZE>^^>Kh^dϮΗ>/WZϯϬΖd>>>/d ϯ >ŝƌŝŽĚĞŶĚƌŽŶƚƵůŝƉŝĨĞƌĂ dh>/WdZϮͲϭͬϮΗ>/WZ ϴϬΖd>>Wd ϭϲ WŽƉƵůƵƐƚƌĞŵƵůĂΖƌĞĐƚĂΖ K>hDEZ^t/^,^WE ϮΗϰϬΖd>>dZͲsZ'ZE Ϯ ďŝĞƐĐŽŶĐŽůŽƌK>KZKt,/d&/ZϲΖdKϴΖd>> ϰϬΖd>>:^^ ϭϭ :ƵŶŝƉĞƌƵƐƐĐŽƉƵůŽƌƵŵΖ^ŬǇƌŽĐŬĞƚΖ^ŬǇƌŽĐŬĞƚ:ƵŶŝƉĞƌϲΖdKϴΖd>> ϮϬΖd>>ϯϬΖϭϱΖϬΖZs/^/KE^ȴ ^Z/Wd/KE d 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6&$/( %XLOGLQJ$:HVW(OHYDWLRQ 1RUWK(OHYDWLRQ (DVW(OHYDWLRQ 6RXWK(OHYDWLRQZs/^/KE^ȴ ^Z/Wd/KE d Construction Activity Rock removal will be performed with a hoe-ram attachment on an excavator and then loaded and hauled to a disposal site. Depending on the successful site contractor at the time of bidding there are various options for disposing of it. Some sitework contractors elect to take the spoiled rock, crush it and re-purpose it. However, the equipment and permits for crushing rock is extensive and few site contractors are able to do that. Others will utilize various spoil sites depending on what land they own or relationships they have people that own dump sites. The majority of bidders are going to be looking to find something to the south of the project site to avoid the inefficiencies of trying to navigate through the city. We do know that many site contractors have dump sites on 79 to the south of Ithaca and some bidders may elect to come down 96 and then turn right onto 79 and back up the hill, out of the city. Delivery traffic will be coming and going in various directions. It is difficult to predict at this time, without specific suppliers and contractors selected for this project. The most consistent traffic will be dump truck traffic, and is difficult to completely predict, besides the general information above, without a specific contractor selected. C39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comPROJECT CONTACTS:OWNER:IC OVERLOOK, LLCPO BOX 6707ITHACA, NY 14851(607) 288-3578CIVIL ENGINEER:ADAM M. FISHEL, PE, CPESCMARATHON ENGINEERING840 HANSHAW ROAD, SUITE 12ITHACA, NY 14850(607) 241-2917PROJECT ARCHITECT:NOAH DEMAREST, AIA, ASLA, LEED AP, CNUSTREAM COLLABORATIVE108 WEST STATE STREET, 2ND FLOORITHACA, NY 14850(607) 216-8802PROJECT SURVEYOR:T.G. MILLER P.C.203 NORTH AURORA STREETITHACA, NY(607) 272-6477LIST OF DRAWINGSDWG TITLECOVER SHEET----TOPOGRAPHIC MAP----NOTE SHEETC0.1DEMOLITION PLANC1.0SITE PLANC2.0C2.1SITE PLAN (FUTURE ACCESS)UTILITY PLANC4.0LIGHTING PLANC5.0ROCK PLANC6.0TRUCK TURN PLAN (1 OF 2)C8.0PROFILE SHEETC7.0TRUCK TURN PLAN (2 OF 2)C8.1DETAIL SHEET (1 OF 6)C9.0C9.1C9.2C9.3C9.4DRIVEWAY PLAN (1 OF 4)C10.0DRIVEWAY PLAN (2 OF 4)C10.1DRIVEWAY PLAN (3 OF 4)C10.2DRIVEWAY PLAN (4 OF 4)C10.3DETAIL SHEET (2 OF 6)DETAIL SHEET (3 OF 6)DETAIL SHEET (4 OF 6)DETAIL SHEET (5 OF 6)C9.5DETAIL SHEET (6 OF 6)GRADING, DRAINAGE & EROSION CONTROL (1 OF 2)C3.0GRADING, DRAINAGE & EROSION CONTROL (2 OF 2)C3.1 ADAM M. FISHELNOT FORCONSTRUCTIONJOB NO: 0958-18SCALE: N/ADRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Notes Sheet SHEET No:JOB No: DRAWING No:C0.1 1 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CCONSTRUCTION1. STAKEOUT- THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USINGCONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 05/08/2019, WERE PROVIDED BYSTREAM COLLABORATIVE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BEREPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION ANDCLARIFICATION.2. BOUNDARY- BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC MAP - NO. 815 SOUTH AURORA STREETPREPARED BY T.G. MILLER P.C. DATED 09/26/2016 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.3. LAYOUT- DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLYCALLED OUT OTHERWISE.4. DEMOLITION- CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMITLINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELDVERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE ORRETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BEREMOVED SHALL REMAIN.5. COORDINATION- THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITEUTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS.6. STAGING- AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGINGAREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD ISNOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITEREPRESENTATIVE.7. CLOSE-OUT- THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECTCLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE:zREMOVAL OF ANY CONSTRUCTION DEBRIS.zCLEANING PAVEMENT AND WALKWAY SURFACES.zRESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS.zPROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS.zPROVIDING REDLINES FOR RECORD DRAWING.zCOMPLETION OF FINAL PUNCH LIST ITEMS.GENERAL1. APPLICABILITY- THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIESDRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THEBUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL.2. MAPPING- THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BYOTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OFEXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICALLOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE.3. UTILITY STAKEOUT- THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITYSTAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATEDWITH THE OWNER.4. PROPERTY PROTECTION- THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS,WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE.5. ACCESS- THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES,PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION.6. SITE SAFETY- PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE INCONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT(OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.7. EXCAVATIONS- ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'SREPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.8. MAINTENANCE- PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGNMATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THEOWNER'S ON-SITE REPRESENTATIVE.9. CONSTRUCTION STORAGE- STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED ANDSECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITEREPRESENTATIVE.10. PERMIT(S)- PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THEAPPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES ANDTHE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTORAGREEMENT11. INTERIM CONDITIONS- THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROMBUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAYREQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS ANDSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.12. SPECIFICATIONS- TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDEDTO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALLREQUEST A CLARIFICATION.EROSION CONTROL1. CERTIFICATION- THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE"GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGE REPORT",DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTALCONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS.2. CONTRACTOR RESPONSIBILITY- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHINTHE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES.3. INSPECTION- EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORKCONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC,AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL ORCORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROLMEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAW BALES, COLLARS, FABRICS, ETC.)SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONEDREVIEWERS.4. NOTIFICATION- AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTIONREQUIREMENTS UNDER GP-0-15-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILEA NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATIONSYSTEM (SPDES) GENERAL PERMIT #GP-0-15-002. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONALCOMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE).5. PRE-CONSTRUCTION- THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THECONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.6. TOPSOIL- UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED INACCORDANCE TO NYSDEC REGULATIONS.7. SLOPES- UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEETHORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED ASSPECIFIED ON CONTRACT DRAWINGS.8. DUST- THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TOCONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS,SUB-BASE AND ANY OTHER EXPOSED SURFACES.9. OPERATION & MAINTENANCE- THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TOESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION ANDMAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIESSHALL BE RE-EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF ORMORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT.10. WORK STOPPAGE- ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.11. TEMPORARY STABILIZATION- TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ ACRE OFDISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED.12. WINTER STABILIZATION- ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUE BOOK' SHALLBE FOLLOWED FOR ANY DISTURBANCE OR NON-STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST.13. SEQUENCE- THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCEUNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING:zINSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING.zINSTALL STABILIZED CONSTRUCTION ENTRANCE.zPROTECT VEGETATION TO REMAIN.zCLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS.zCOMPLETE CLEARING AND GRUBBING OPERATION.zPLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL.zCONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS.zMAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK ANDUNDERGROUND UTILITIES ARE CONSTRUCTED.zRESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS.zREMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER.EARTHWORK1. PREPARATION- PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THEFOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS:zSITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES,PAVEMENTS, ETC.zCLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH,STUMPS, ETC.zTOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVEDFROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY.2. RESPONSIBILITY- THE CONTRACTOR IS RESPONSIBLE FOR:zESTIMATE- COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL.COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER.zGRADE TOLERANCES- ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT(0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT(0.33') FOR ALL REMAINING AREAS.zCOMPACTION- ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS.THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE.zCUTS- ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TOASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/ORIMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENTSHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE.STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGETO THE BASE CONTRACT.3. TESTING- THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIEDPROCTOR METHOD ASTM D-1557:z95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREASz85% IN REMAINING AREASTHE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS ANDRESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS.4. LIFT THICKNESS- THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALLBE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES.5. PROOF ROLLING- THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER)OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED ANDREPLACED TO ACHIEVE A PASSING SUBGRADE.RESTORATION AND LANDSCAPING1. GUARANTEE- THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER.2. TOPSOIL- PLACE A MINIMUM OF 6 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING.3. SEED- LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED; SEED MIXTURE, MULCH, AND FERTILIZER. THE APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION.4. PLANT STOCK - PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE SITE.5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE.6. PLANTING BEDS - PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS.UTILITIES1. SANITARY1.1 MATERIALSxPRIVATE SEWER - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUMWALL THICKNESS OF SDR-21. PIPING AND FITTINGS SHALL MEET ASTM D-2241.xJOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BENEOPRENE MEETING ASTM D-3212.xMANHOLES- SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443.1.2 INFILTRATION/ EXFILTRATION -MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCHDIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THEPROCEDURE DESCRIBED IN ASTM DESIGNATION C828-86 ENTITLED PRACTICE FOR LOW PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES.SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLESSHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICALINFORMATION PAMPHLET (TIP) NO. 15 (REVISED).1.3 FLOOR DRAINS -FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINSDO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THEFLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USELAW.1.4 TESTING -DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HASBEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL ORMANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUTMECHANICAL PULLING DEVICES.1.5 SEPARATION -MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THEOUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVERTHE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER ASEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVEDEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATERMAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES ORVAULTS.2. STORM2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OFTHE MUNICIPALITY.2.2 MATERIALS- THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY,PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER:xHIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-29, TYPE S, ASTM D-3350.2.3 ROOF DRAINAGE- ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIEDOTHERWISE.2.4 TESTING- UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHEDAND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY.3. ELECTRIC SERVICE3.1.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER AND THE UTILITY PROVIDER REGARDING ANY AND ALL UTILITY ROUTING, INSTALLATION, METER, ETC. UPGRADES ASSOCIATED WITH THE ELECTRIC SERVICE.3.2.ALL PENETRATIONS THROUGH EXISTING AND/OR NEW BUILDING FOUNDATIONS SHALL BE DONE AS DIRECTED BY THE STRUCTURAL ENGINEERAND/OR OWNER'S REPRESENTATIVE.4. GAS SERVICE4.1.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER AND THE UTILITY PROVIDER REGARDING ANY AND ALL UTILITY ROUTING,INSTALLATION, METER, ETC. UPGRADES ASSOCIATED WITH THE GAS SERVICE.4.2.ALL PENETRATIONS THROUGH EXISTING AND/OR NEW BUILDING FOUNDATIONS SHALL BE DONE AS DIRECTED BY THE STRUCTURAL ENGINEERAND/OR OWNER'S REPRESENTATIVE.5. TEL/COMM SERVICE(S)5.1.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER AND THE UTILITY PROVIDER REGARDING ANY AND ALL UTILITY ROUTING,INSTALLATION, METER, ETC. UPGRADES ASSOCIATED WITH THE TEL/COMM SERVICE(S).5.2.ALL PENETRATIONS THROUGH EXISTING AND/OR NEW BUILDING FOUNDATIONS SHALL BE DONE AS DIRECTED BY THE STRUCTURAL ENGINEERAND/OR OWNER'S REPRESENTATIVE.DISTURBANCE SUMMARY:ONSITE DISTURBED: ±1.89 ACRESOFFSITE DISTURBED: ±0.11 ACRESTOTAL DISTURBED:±2.00 ACRESTOTAL PROJECT AREA: ±2.85 ACRESEXISTING IMPERVIOUS: ±0.70 ACRESEXISTING PERVIOUS: ±2.15 ACRESPROPOSED IMPERVIOUS: ±1.89 ACRESPROPOSED PERVIOUS: ±0.96 ACRESSEED & MULCHSEED MIX SHALL BE TOWN & COUNTRY SEED MIXAS MANUFACTURED BY CROSSMAN SEED CORPORATION.SEED MIX SHALL CONSIST OF:30% CREEPING RED FESCUE20% GATOR 3 PERENNIAL RYEGRASS20% ALL STAR 3 PERENNIAL RYEGRASS20% KEYSTONE 2 PERENNIAL RYEGRASS10% KENTUCKY BLUEGRASS 98 / 85SEEDING RATE SHALL BE 6LBS./ 1000 S.F. OF PURE LIVE SEED.MULCH: SHALL BE STRAW APPLIED AT 2 TONS/ACRELIGHTING NOTES1.ALL LUMINARES TO BE AS SPECIFIED IN THE LUMINARE SCHEDULE ON THIS PLAN.2.LIGHTING CONTOURS GENERATED USING LITEPRO SOFTWARE, VERSION 2.013 AS PROVIDED BY COLUMBIALIGHTING, INC. AND MICROWARE CONCEPTS. LIGHTING CONTOURS REPRESENT THE ADDITIVE EFFECT OFLIGHTING FIXTURES.3.LIGHTING CALCULATIONS ARE PERFORMED IN ACORDANCE WITH IESNA PROCEDURES.4.LIGHTING CONTRACTOR SHALL PROVIDE SHIELDS RESULTING IN ZERO LIGHT SPILLAGE TO ADJACENTPROPERTIES.5.REFER TO ARCH. PLANS FOR ROUTING OF SITE ELECTRICAL.CITY OF ITHACA WATER & SEWER DEPARTMENTSPECIFICATIONS FOR WATER MAIN EXTENSIONS1.COVER - UNLESS OTHERWISE NOTED ON THESE PLANS AND AUTHORIZED BY THE CITY OF ITHACA, WATER SERVICE LINESSHALL HAVE A MINIMUM OF 5 FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND 6 FEET OF COVER FROMFINISHED GRADE IN PAVED AREAS.2.HYDRANTS - CLOW-EDDY OR MUELLER WITH:x5 FOOT BURY, OPEN LEFT, TRAFFIC TYPE GROUND FLANGE, 6 INCH INLET.x1 - 4½ INCH NST STEAMER NOZZLE, 2 - 2½ INCH NST HOSE NOZZLE.xMECHANICAL JOINT CONNECTIONS, 5 INCH HYDRANT VALVE SEAT, PENTAGON OPERATING NUT.xMUST HAVE TWO FORMS OF RESTRAINT, ONE OF WHICH MUST BE A THRUST BLOCK. SECOND RESTRAINT CAN BE - 1)INTEGRALLY CAST RESTRAINT, 2) ¾ INCH STAINLESS STEEL THREADED ROD AND FRICTION CLAMPS, 3) RETAINERGLANDS.3.WATER MAIN - CLASS 52 (GREATER THAN 350 PSI), DUCTILE IRON, CEMENT LINED, PUSH ON JOINT WITH POLY ENCASEMENT WRAP.4.MAIN VALVES - MECHANICAL JOINT, RESILIENT SEAT, GATE, 2 INCH OPERATING NUT, OPEN LEFT, STAINLESS STEEL BONNETAND PACKING BOLTS.5.MAIN FITTINGS - ALL UNDERGROUND FITTINGS ARE DUCTILE IRON, MECHANICAL JOINT (INCLUDING TAPPING SLEEVES,UNLESS APPROVED BY MUNICIPALITY). FITTINGS IN BUILDINGS OR PITS ARE TO BE DUCTILE IRON FLANGE JOINT.6.MAIN VALVE BOXES - 5¼ INCH, SCREW TYPE, CAST IRON WITH LID MARKED “WATER”.7.SERVICE LINE FITTINGS - MUELLER OR FORD, COMPRESSION OR FLARED FITTINGS. CURB VALVES AND CORPORATIONSTOPS MUST BE” BALL TYPE - FULL PORT”. STOP AND WASTE VALVES ARE NOT PERMITTED.8.SERVICE LINES - “K” COPPER WITH ¾ INCH MINIMUM. 1 INCH MINIMUM WHERE SPRINKLER SYSTEMS ARE REQUIRED.9.CURB BOXES - BUFFALO STYLE, SCREW TYPE, CAST IRON, LID MARKED “WATER” WITH PENTAGON NUT, OPERATING RODAND CENTERING RING.10.RESTRAINT - 2500 PSI, 30 DAY CONCRETE THRUST BLOCK - PLUS - ONE OF THE FOLLOWING -1) INTEGRALLY CAST RESTRAINT2) ¾ INCH STAINLESS STEEL THREADED ROD AND FRICTION CLAMPS3) RETAINER GLANDS11.PRESSURE REDUCING VALVES - O.C.V MODEL 127, BERMAD OR ROSS VALVE12.DEAD ENDS WITHOUT HYDRANTSx2 INCH FLUSHING OR BLOW OFF HYDRANTS MUST BE INSTALLED.x2½ INCH NST NOZZLE, 2 INCH IRON PIPE INLET, TRAFFIC BREAK AWAY FLANGE AND FULL DRAINING CAPABILITIES.13.TESTING - WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE:xPRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE CITY OF ITHACA WATER BUREAU.ACITY OF ITHACA WATER BUREAU REPRESENTATIVE MUST WITNESS THIS TEST.xDISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTERFLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED BY THE CITY OF ITHACAWATER BUREAU. APPROVAL AND NOTIFICATION BY THE CITY OF ITHACA WATER BUREAU MUST BE RECEIVED BEFORETHE LATERAL IS PLACED IN SERVICE.WORK WITHIN CITY OF ITHACA RIGHT OF WAY1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROPRIATE WORK PERMITS FROM THE CITY OF ITHACA FOR ANY WORKPROPOSED WITHIN THE CITY OF ITHACA STREET RIGHT OF WAY.2. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF ITHACA AT LEAST 72 HOURS INADVANCE OF THE INTENDED START DATE OF WORK WITHIN THE CITY OF ITHACA RIGHT OF WAY TO REVIEW SCOPE OF WORKWITHIN THE CITY RIGHT OF WAY AND PLANNED MPT, SIDEWALK DETOURS, ETC.3. NO EXCAVATIONS MAY BE LEFT OPEN OVER NIGHT.MAINTENANCE AND PROTECTION OF TRAFFIC (MPT)1. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY MAINTENANCE AND PROTECTION OF TRAFFIC PROVISIONSWHICH MAY BE REQUIRED TO FACILITATE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHIN THE CITY RIGHT-OF-WAY.THIS INCLUDES BUT IS NOT LIMITED TO: TEMPORARY FLAGGING OPERATIONS, SIGNAGE, DETOURS, TEMPORARY PARKING,STREET CLOSURES, ETC. COSTS FOR MPT SHALL BE INCLUDED IN THE BASE BID.2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITY OF ITHACA FOR ANY SAID PLANS FORMAINTENANCE AND PROTECTION OF TRAFFIC PRIOR TO THE SCHEDULING OF ANY PRE-CONSTRUCTION MEETING WITH THE CITYFOR WORK WITHIN THE CITY OF ITHACA RIGHT OF WAY.3. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF ITHACA AT LEAST 72 HOURS INADVANCE OF THE INTENDED START DATE OF WORK WITHIN THE CITY OF ITHACA RIGHT OF WAY TO REVIEW AND DISCUSS WORKSCOPE AND MPT.4. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESSIBILITY ACROSS PROPERTY FRONTAGE AT ALL TIMES THROUGHOUTCONSTRUCTION. TEMPORARY PEDESTRIAN FACILITIES AND/OR DETOURS SHALL MEET THE REQUIREMENTS OF THE CITY OFITHACA.GENERAL CONSTRUCTION PHASING NOTES:1. THE STAGING/INFORMATION NOTED ON THIS PLAN IS PROVIDED AS A GENERAL REFERENCE ONLY. THE CONTRACTOR ISULTIMATELY RESPONSIBLE FOR ANY AND ALL MEANS AND METHODS ASSOCIATED WITH STAGING OF CONSTRUCTION MATERIALS,PHASING OF CONSTRUCTION, WORK WITHIN THE CITY RIGHT OF WAY, MAINTENANCE AND PROTECTION OF TRAFFIC, ETC.2. NOISE PRODUCING CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF 7:30 AM TO 7:30 PM MONDAY THROUGHFRIDAY (AND SATURDAY 9:00 AM TO 7:30 PM ONLY WITH ADVANCE NOTIFICATION TO AND APPROVAL BY THE DIRECTOR OFPLANNING AND DEVELOPMENT).3. ALL INITIAL EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES SHALL BE IN PLACE PRIOR TO THESTART OF CONSTRUCTION.4. REFER TO THE DEMOLITION PLAN REGARDING THE DEMOLITION/REMOVAL OF EXISTING SITE FEATURES.5. THE CONTRACTOR SHALL MAINTAIN ACCESSIBILITY FOR TENANTS OF EXISTING ONSITE APARTMENT THROUGHOUTCONSTRUCTION. TEMPORARY PARKING SPACES FOR TENANTS TO BE PROVIDED BY THE OWNER..6. THE CONTRACTOR AND ALL CONSTRUCTION PERSONNEL SHALL UTILIZE ON-STREET PARKING AND SHALL MINIMIZEINTERRUPTIONS TO NEIGHBORHOOD RESIDENTS TO THE MAXIMUM EXTENT PRACTICABLE.7. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED BY THE CITY OF ITHACA.3/28/19AFREVISED PER CITY DPWCOMMENTS04/12/19AFPLANNING BOARD SUMBISSIONBID ALTERNATE #1CONTRACTOR TO PROVIDE 1-1/2" DEEP MILLING & OVERLAY IN THE AREASHOWN ON THE PLANS. OVERLAY MATERIAL TO BE NYSDOT TOP COURSE402.098303 OR APPROVED EQUAL05/09/19AFPLANNING BOARD SUMBISSION05/21/19AFPLANNING BOARD SUMBISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Demolition Plan SHEET No:JOB No: DRAWING No:C1.0 2 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CXXXXXXXXXXDEMOLITION KEYNOTESUTILITIES TO BE REMOVED UP TO PROPERTY BOUNDARIES.COORDINATE SERVICE DISCONNECTION/REMOVAL WITHRESPECTIVE UTILITY COMPANYFULL DEPTH REMOVAL OF EXISTING PAVEMENT.EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUYANCHORS, ETC. TO BE RELOCATED. CONTRACTOR TOCOORDINATE WORK SCOPE AND SCHEDULE WITH UTILITYCOMPANY(IES)REMOVE EXISTING RETAINING WALLEXISTING ASPHALT PAVEMENT TO REMAIN RE: BID ALTERNATE #1EXISTING UTILITY TO REMAINUTILITIES TO BE ABANDONED IN PLACE CAPPED AND FILLED WITHFLOWABLE FILLABCDEXABBCCDDEBWATER SERVICE DEMOLITION ENLARGEMENTCONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTESFGEFGG04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONTTJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Site Plan SHEET No:JOB No: DRAWING No:C2.0 3 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CPROJECT STATISTICS1. GENERAL:1.1 PROPERTY OWNER - IC OVERLOOK, LLC.1.2 PROPERTY ADDRESS - 815 SOUTH AURORA STREET ITHACA, NEW YORK 148501.3 TAX ACCOUNT - 115.-1-152. ZONING REGULATIONS:2.1 ZONING DISTRICT - R-3B - MULTI FAMILY RESIDENTIAL2.2 CODE REQUIREMENTS - REFER TO ZONING COMPLIANCE SUMMARY PREPARED BY STREAM COLLABORATIVE.3. PARCEL STATISTICS:3.1 AREA - ±2.85 ACRES3.2 EXISTING CONDITIONS: EXISTING TELECOMMUNICATIONS TOWER INSTALLATION.3.3 PROPOSED CONDITIONS: MULTI-FAMILY RESIDENTIAL USE AS WELL AS THE EXISTING USE. 3.4 FLOOD ZONE DESIGNATION:- FLOOD ZONE C: AREAS OF MINIMAL FLOODING- ACCORDING TO FEMA FIRM MAP 360850 0003 BSITE KEYNOTESCONCRETE PAVEMENT RE: 4/C9.1ASPHALT PAVEMENT, RE: 3/C9.1EXISTING ASPHALT PAVEMENT TO REMAIN. REFER TO PAVEMENTNOTES NOTE SHEET C0.1SAW-CUT EXISTING PAVEMENT AT LIMIT OF NEW ASPHALTPLACEMENT, TAR SEAL JOINT UPON COMPLETION OF ASPHALTPLACEMENTDUMPSTER ENCLOSURE, RE: DETAILSTEEL PIPE BOLLARD, RE: 6/C9.1CONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS,RE: 1/C9.1ELECTRIC TRANSFORMER IN UNDERGROUND VAULT, RE: UTILITYPLANEDGE OF PAVEMENT18" CONCRETE CURB RE: 2/C9.1CURB TAPER RE: 7/C9.1GUIDE RAIL, RE: DETAILSTRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BESWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FORDIMENSIONSBIKE RACK, RE: DETAILACCESSIBLE RAMP, RE: 8/C9.1ACCESSIBLE PARKING, RE: 9/C9.1LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: 5/C9.1RETAINING WALL RE: STRUCTURALINGRESS/EGRESS DOORS, RE: ARCH.RAISED WALKWAY/BRIDGE, RE: ARCH/STRUCTURALSTAIRS, RE: ARCH/STRUCTURALCOURTYARD AREA. RE: ARCHRESTORE EXISTING ASPHALT PER CITY OF ITHACA REQUIREMENTS(BY CITY)"NO PARKING FIRE LANE" SIGNAGE, RE: DETAIL. FINAL SIGNLOCATION AND QUANTITY TO BE DETERMINED IN FIELD BY FIRECHIEF.INTERIOR DUMPSTER ACCESS DOORSABCDEFGHIJKLMNOPQRSTUABEGGVRRRRKHVCCCCCIIBBRRPTTUOUUUSUSSSSSSSAFWQDWWDLKDQLDLDCONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTESLXXRZZR04/12/19AFPLANNING BOARD SUBMISSIONRRRRJJJKQQR05/09/19AFPLANNING BOARD SUBMISSIONUXR05/21/19AFNPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONTTJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Site Plan FutureAccess SHEET No:JOB No: DRAWING No:C2.1 4 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CCONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTESPLANNING BOARD SUBMISSION04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AF LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Grading, Drainage andErosion Control Plan (1of 2) SHEET No:JOB No: DRAWING No:C3.0 5 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.com SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CWATERMAIN WORK LIMIT OF DISTURBANCECONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTES04/12/19AFPLANNING BOARD SUBMISSION5/09/19AFPLANNING BOARD SUBMISSION5/21/19AFPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONTTJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Grading, Drainage andErosion Control Plan (2of 2) SHEET No:JOB No: DRAWING No:C3.1 6 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.com SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CWATERMAIN WORK LIMIT OF DISTURBANCECONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTES3/28/19AFREVISED PER CITY DPWCOMMENTS04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONTTJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Utility Plan SHEET No:JOB No: DRAWING No:C4.0 7 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CUTILITY KEYNOTESSANITARY SEWER LATERAL ENTRANCE WITH HOUSE TRAP, RE: DETAILRE: BUILDING DRAWINGS FOR EXACT LOCATIONCONNECT SANITARY SEWER LATERAL TO EXISTING MANHOLE.CORE DRILL NEW ENTRANCE AT STRUCTURE AND PROVIDE PIPE BOOT,SEAL, REMOVE & RESHAPE INVERT, ETC. AS REQUIRED BY THE CITY OFITHACA.COMBINED WATER SERVICE ENTRANCE, RE: BUILDING DRAWINGS FOREXACT LOCATIONNEW 12" PUBLIC WATER MAIN. INSTALLATION BY CITY OF ITHACA.ELECTRIC SERVICE ENTRANCE, RE: BUILDING DRAWINGS FOR EXACTLOCATIONUNDERGROUND TRANSFORMER VAULT. APPROXIMATE LOCATIONSHOWN. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FORSIZE, LOCATION, BOLLARD PROTECTION, WORK SCOPE, FEES ANDSCHEDULE REQUIREMENTS.UNDERGROUND ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR SIZE, LOCATION, BOLLARDPROTECTION, WORK SCOPE, FEES, AND SCHEDULE REQUIREMENTS.RELOCATED OVERHEAD UTILITY. APPROXIMATE LOCATION SHOWN.CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FORALIGNMENT, WORK SCOPE, FEES AND SCHEDULE REQUIREMENTSRELOCATED UTILITY POLE. APPROXIMATE LOCATION SHOWN.CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FORALIGNMENT, WORK SCOPE, FEES AND SCHEDULE REQUIREMENTSTEL./COM. SERVICE ENTRANCE, RE: BUILDING DRAWINGS FOR EXACTLOCATIONUNDERGROUND TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR SIZE, LOCATION, BOLLARDPROTECTION, WORK SCOPE, FEES AND SCHEDULE REQUIREMENTS.ANTI-SEEP COLLAR SHALL BE AGR-DRAIN, OR APPROVED EQUAL. THECONTRACTOR MAY USE 200 PSI FLOWABLE FILL FORMED TO THE STATEDDIMENSIONS WITH A THICKNESS OF 1' AS A SUBSTITUTE TO THEAGRI-DRAIN COLLAR.FIRE HYDRANT COMPLETE WITH CONTROL VALVE, SEE DETAIL. PLACE 4'MIN. BEHIND CURB. OWNED & MAINTAINED BY THE CITY OF ITHACA.FIRE DEPARTMENT CONNECTION, RE: ARCH.ELEVATOR SUMP PIT TO CONNECT TO STORMWATER SYSTEM, RE: ARCHELECTRICAL CT & METER, RE: ARCHCUT EXISTING WATER SERVICE AND CONNECT TO NEW WATER MAIN.CUT EXISTING SANITARY SEWER SERVICE(S) AND CONNECT TO NEWMANHOLE. DEPTH OF SANITARY LATERALS IS UNKNOWN AND SHALL BECONFIRMED BY CONTRACTOR PRIOR TO THE START OF WORK.GROUNDWATER CUT-OFF WALL WITH UNDERDRAIN. CONNECTUNDERDRAIN TO NEAREST STORM STRUCTURE.ABCDEFGHIJKLMNOPQCCNMCNNFBRQAACONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTESDMM3/28/19AFREVISED PER CITY DPWCOMMENTSRA04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSIONSS LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONTTJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Lighting Plan SHEET No:JOB No: DRAWING No:C5.0 8 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CCONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTES04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONTTJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Rock Plan SHEET No:JOB No: DRAWING No:C6.0 9 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CROCK REMOVAL NOTES1.THIS ROCK REMOVAL PLAN AND THE GEOTECHNICAL REPORT ARE PROVIDED FOR INFORMATION ONLY AND ARE NOTCONSIDERED DESIGN DOCUMENTS OR ALL INCLUSIVE. THIS PLAN SHOWS THE LIMIT OF WORK WHERE THEPOTENTIAL EXISTS FOR ROCK TO BE ENCOUNTERED. IF ROCK IS ENCOUNTERED AND REQUIRED TO BE REMOVEDOUTSIDE THESE LIMITS, THE CONTRACTOR SHALL NOTIFY THE CITY OF THE CHANGE OF REMOVAL LIMITS PRIOR TOPROCEEDING.2.ON-SITE AND OFF-SITE WORK IS CONSIDERED UNCLASSIFIED AS IT PERTAINS TO ALL EARTHWORK, INCLUDING ROCKREMOVAL.3.CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT AND BORING LOGS IN REGARDS TO ENCOUNTERED ROCK ANDROCK QUALITY.4.CONTRACTOR SHALL REVIEW THE BELOW LISTED BORINGS FROM THE GEOTECHNICAL REPORT AT MINIMUM.5.CONTRACTOR MAY PERFORM ADDITIONAL SUB-SURFACE BORINGS TO FURTHER DETERMINE THE EXTENT OFEXISTING ROCK QUALITY AT NO COST TO THE OWNER.6.IF CONTRACTOR WILL BE PERFOMRING ADDITIONAL BORINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FORPROPER MAINTENANCE AND PROTECTION OF LOCAL AND CUSTOMER TRAFFIC, VERIFYING ALL EXISTING UTILITIESPRIOR TO COMMENCING BORING ACTIVITIES, FILLING BORE HOLES WITH SUITABLE MATERIAL AND ASPHALT PATCH (IFNEEDED).7.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO THE START OF ADDITIONAL BORINGWORK WHICH MAY INCLUDE BUT MAY NOT BE LIMITED TO APPROVAL FROM, THE OWNER, NYSDOT, TOMPKINSCOUNTY HIGHWAY AUTHORITY, CITY OF ITHACA, AND/OR NYSDEC.8.ROCK REMOVAL VIA BLASTING IS PROHIBITED.9.CONTRACTOR IS TO COORDINATE SITE LIGHTING ELECTRICAL WITH ARCHITECT OF RECORD. POTENTIAL EXISTS FORROCK TO BE ENCOUNTERED DURING THE EXCAVATION REQUIRED FOR THE PLACEMENT OR RELOCATIO0N OF THELIGHTING CONDUIT.10.REFER TO SPECIAL CONDITIONS FOR ADDITIONAL REQUIREMENTS ASSOCIATED WITH ROCK REMOVAL.11.SOME DEEP EXCAVATIONS ARE ANTICIPATED TO EXTEND INTO HIGHLY WEATHERED SHALE TO SOUND BEDROCK,ESPECIALLY UTILITIES AND STORMWATER AREAS. EXCAVATIONS INTO SOUND BEDROCK WILL LIKELY REQUIRE VERYHIGH CAPACITY, RIPPER MOUNTED EXCAVATION EQUIPMENT, POSSIBLY IN CONJUNCTION WITH THE USE OFPNEUMATIC BREAKERS (HOW-RAM) TO LOOSEN STRONGER, MORE COMPETENT BEDROCK.SITE PARKING LOT AREABORINGS: P1, P2, P3, P4REMAINING SITE AREABORINGS: B1, B2, B3, B4, B5, B6, B7, B8LEGENDAPPROXIMATE AREA WHEREROCK MAY BE ENCOUNTEREDCONSTRUCTION NOTES:REFER TO NOTE SHEET C0.1 FOR RELATED SITE NOTES04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION 7257287327367407447487527567607647257287327367407447487527567607642+503+004+005+006+007+007+50ADAM M. FISHELNOT FORCONSTRUCTION680684688692696700704708712716720680684688692696700704708712716720705708712716720724728732736740705708712716720724728732736740-0+20 0+001+002+002+602+003+00JOB NO: 0958-18SCALE: AS SHOWNDRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Profile Sheet SHEET No:JOB No: DRAWING No:C7.0 10 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CWATER MAIN PROFILE (1 OF 3)WATER MAIN PROFILE (2 OF 3)WATER MAIN PROFILE (3 OF 3)03/28/19AFREVISED PER CITY DPWCOMMENTS04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSDATE BYREVISIONDRAWING TITLE:Truck Plan(1 of 2) SHEET No:JOB No: DRAWING No:C8.0 11 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CFIRE TRUCK ENTER/EXIT MOVEMENTFROM/TO SOUTH STATIONFIRE TRUCK ENTER/EXIT MOVEMENTFROM/TO NORTH STATIONREFUSE TRUCK ENTER/EXIT MOVEMENTSOUTHBOUNDREFUSE TRUCK ENTER/EXIT MOVEMENTNORTHBOUNDFIRE TRUCK ENTER/EXIT MOVEMENT (FUTURE)FROM/TO SOUTH STATIONFIRE TRUCK ENTER/EXIT MOVEMENT (FUTURE)FROM/TO NORTH STATION3/05/19AFREVISED PER DOT COMMENTSFIRE TRUCK TEMPLATESCALE: 1"=30'04/12/19AFPLANNING BOARD SUBMISSION05/03/19AFREVISED PER IFD COORD.05/08/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTIONJOB NO: 0958-18SCALE: 1" = 30'DRAWN: RLJDESIGNED: AMFDATE: 03/06/19REVISIONSDATE BYREVISIONDRAWING TITLE:Truck Plan(2 of 2) SHEET No:JOB No: DRAWING No:C8.1 12 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CFIRE TRUCK MOVEMENT (INTERNAL)FIRE TRUCK ENTER/EXIT MOVEMENTFROM/TO SOUTH STATIONFIRE TRUCK ENTER/EXIT MOVEMENT (FUTURE)FROM/TO SOUTH STATIONFIRE TRUCK TEMPLATESCALE: 1"=30'04/12/19AFPLANNING BOARD SUBMISSION05/02/19AFREVISED PER IFD COORD.05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELADAM M. FISHELNOT FORCONSTRUCTION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N.T.S.DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSC9.013 of 22DRAWING TITLE:Detail Sheet (1 of 6)0958-18TRUCK WASH AND CONCRETE WASHOUTSILT FENCE1'16"STONE & BLOCK DROP INLET PROTECTIONCONCRETE WASHOUT AREASTABILIZED CONSTRUCTION ENTRANCEEMERGENCY SPILLWAY OUTLETTEMPORARY STONE FILTERPIPE OUTLET PROTECTIONSTONE CHECK DAMSTONE LINED SWALE04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELADAM M. FISHELNOT FORCONSTRUCTION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N.T.S.DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSC9.114 of 22DRAWING TITLE:Detail Sheet (2 of 6)0958-18CONCRETE CURBCURB TAPERASPHALT PAVEMENTACCESS RAMPSTEEL BOLLARDLIGHT BASECONCRETE SIDEWALKRESERVED PARKING AND SIGNAGECONCRETE PAVEMENTBIKE RACK04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELADAM M. FISHELNOT FORCONSTRUCTION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N.T.S.DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSC9.215 of 22DRAWING TITLE:Detail Sheet (3 of 6)0958-18PVC SANITARY CLEANOUTSANITARY TRENCHSANITARY MANHOLERESERVEDDROP/ FIELD INLETSTORM MANHOLESTORM TRENCHSOLID PIPEBIORETENTION AREA04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELADAM M. FISHELNOT FORCONSTRUCTION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N.T.S.DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSC9.316 of 22DRAWING TITLE:Detail Sheet (4 of 6)0958-18UNDERGROUND DETENTION FACILITY CROSS SECTIONSCALE: NAISOLATOR ROW DETAILSCALE: NASTORMWATER DETENTION FACILITY #1SCALE: 1"=10'STORMWATER DETENTION FACILITY #2SCALE: 1"=10'ACCEPTABLE FILL MATERIALS: STORMTECH DC-780 CHAMBER SYSTEMSPLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTIONEQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1. DC-780 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2. DC-780 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C'OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³A12" (300 mm) TYP30"(760 mm)DEPTH OF STONE PER TABLEVARIESVARIES51" (1295 mm)SUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740/DC-780END CAPPER TABLE6"(150 mm) MINDCBPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).LINER/MEMBRANE NOTES:1. THE LINER/MEMBRANE SHALL BE A NON-REINFORCED 30 MIL PVC LINERINSTALLED PER THE MANUFACTURER'S/FABRICATOR'S RECOMMENDATIONS.2.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE SEALED USING PVCMEMBRANE PIPE BOOTS. BOOTS CAN EITHER BE PREFABRICATED BY THE LINERFABRICATOR OR IN THE FIELD BY THE CONTRACTOR. A PIPE CLAMP SHALL BEUSED TO SEAL THE BOOT AROUND THE PIPE. ALL SEEMS WITHIN THE BOOTSHALL BE SOLVENT WELDED. THE BOOT SHALL BE SOLVENT WELDED, HEATWELDED OR TAPED TO THE LINER WHEN COMPLETE.3.SEEMS: ALL SEEMS SHALL BE SOLVENT WELDED IN ACCORDANCE TO THELINER MANUFACTURER'S RECOMMENDATIONS BY A QUALIFIED CONTRACTOR.4.REINFORCEMENT: THE LINER SHALL BE REINFORCED ON BOTH SIDES WITH AN 8OZ NON-WOVEN GEOTEXTILE FABRIC (SEE GENERAL NOTES) TO PROTECTAGAINST PUNCTURE.5. THE MEMBRANE AND FABRIC SHALL BE ANCHORED AT THE TOP OF THEEXCAVATION WITH 12"x12" ANCHOR TRENCH.6. STONE SHOULD BE PLACED CAREFULLY TO AVOID PUNCTURE FROM LONG FREEFALLS. SIMILARLY, CARE SHOULD BE TAKEN WHEN SPREADING ANDCOMPACTING THE BEDDING STONE TO PREVENT STONES FROM PUNCTURINGTHE LINER DURING CONSTRUCTION.7. THE CONTRACTOR SHALL CERTIFY TO THE OWNER AND THEIRREPRESENTATIVE THAT THE UNDERGROUND DETENTION FACILITY WASINSTALLED/CONSTRUCTED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONSAND MANUFACTURER'S RECOMMENDATIONS.30 MIL POLY LINERRE: LINER/MEMBRANE NOTESBUILDING ABUILDING BANCHOR TRENCHIF ROCK IS ENCOUNTERED,PROVIDE 6" MIN. SANDBEDDING04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELADAM M. FISHELNOT FORCONSTRUCTIONOUTLET CONTROL STRUCTURE #1OUTLET CONTROL STRUCTURE #2PRE-TREATMENT STRUCTURE #139 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N.T.S.DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSC9.417 of 22DRAWING TITLE:Detail Sheet (5 of 6)0958-1804/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELADAM M. FISHELNOT FORCONSTRUCTION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N.T.S.DRAWN: RLJDESIGNED: AMFDATE: 02/13/19REVISIONSC9.518 of 22DRAWING TITLE:Detail Sheet (6 of 6)0958-18DUMPSTER ENCLOSURE NOTES:04/12/19AFPLANNING BOARD SUBMISSIONSTORMWATER SIGN DETAIL05/09/19AFPLANNING BOARD SUBMISSIONEXPOSED ROCK DRAINAGE05/21/19AFSTORMWATER DETENTIONAREA #2BIORETENTIONAREAWATER QUALITYUNIT #1STORMWATERDETENTIONAREA #2WATER QUALITYUNIT #2PLANNING BOARD SUBMISSIONSTORMWATER DETENTIONAREA #2BIORETENTIONAREAWATER QUALITYUNIT #1STORMWATERDETENTIONAREA #2WATER QUALITYUNIT #2 LOCATION MAPN.T.STTADAM M. FISHELNOT FORCONSTRUCTION716720716720-0+100+00 0+25 0+50700704700704-0+100+00 0+25 0+5039 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:JOB NO: 0958-18SCALE: AS SHOWNDRAWN: RLJDESIGNED: AMFDATE: 03/15/19REVISIONSDRAWING TITLE:Driveway Plan(1 of 4)C10.0 19 of 220958-18FIRE LANE SITE PLANFIRE LANE GRADING, DRAINAGE & UTILITY PLANCOPYRIGHT 2019 MARATHON ENG.CFIRE LANE PROFILE (SOUTH)FIRE LANE PROFILE (NORTH)04/12/19AFPLANNING BOARD SUBMISSIONNOTES1.REFER TO SHEET C10.2 FOR GENERAL HIGHWAY NOTES, MAINTENANCE AND PROTECTION OF TRAFFIC,ETC.2.THE POSTED SPEED LIMIT OF SOUTH AURORA STREET (NYS ROUTE 96B) ALONG THE PROPERTY FRONTAGEIS 40 MPH.3.THE CONTRACTOR SHALL REFER TO NYSDOT STANDARD SHEETS 608-03 FOR DRIVEWAY CONSTRUCTIONDETAILS WITHIN NYSDOT RIGHT OF WAY.5.REFER TO THE DEMOLITION PLAN (SHEET C1.0) FOR ADDITIONAL INFORMATION ASSOCIATED WITH THEDEMOLITION AND/OR REMOVAL OF EXISTING SITE AND UTILITY FEATURES.6.NO EXCAVATIONS SHALL BE LEFT OPEN OVER NIGHT.7.REFERENCE SHOULD BE MADE TO THE DEMOLITION PLAN (C1.0) FOR DEMOLITION OF SITE FEATURES WITHIN THE NYSDOT RIGHT-OF-WAY ASSOCIATED WITH THE DRIVEWAY CONSTRUCTION SHOWN ON THISPLAN.8.REFER TO THE SITE PLAN (C2.0) FOR SIDEWALK WORK WITHIN NYSDOT RIGHT-OF-WAY.05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION LOCATION MAPN.T.SADAM M. FISHELNOT FORCONSTRUCTION745748752745748752-0+100+00 0+25 0+50 0+6539 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N/ADRAWN: RLJDESIGNED: AMFDATE: 03/15/19REVISIONSDRAWING TITLE:Driveway Plan(2 of 4)C10.1 20 of 220958-18DRIVEWAY SITE PLANDRIVEWAY GRADING, DRAINAGE & UTILITY PLANDRIVEWAY PROFILE04/12/19AFPLANNING BOARD SUBMISSIONNOTES1.REFER TO SHEET C10.2 FOR GENERAL HIGHWAY NOTES, MAINTENANCE AND PROTECTION OF TRAFFIC,ETC.2.THE POSTED SPEED LIMIT OF SOUTH AURORA STREET (NYS ROUTE 96B) ALONG THE PROPERTY FRONTAGEIS 40 MPH.3.THE CONTRACTOR SHALL REFER TO NYSDOT STANDARD SHEETS 608-03 FOR DRIVEWAY CONSTRUCTIONDETAILS WITHIN NYSDOT RIGHT OF WAY.5.REFER TO THE DEMOLITION PLAN (SHEET C1.0) FOR ADDITIONAL INFORMATION ASSOCIATED WITH THEDEMOLITION AND/OR REMOVAL OF EXISTING SITE AND UTILITY FEATURES.6.NO EXCAVATIONS SHALL BE LEFT OPEN OVER NIGHT.7.REFERENCE SHOULD BE MADE TO THE DEMOLITION PLAN (C1.0) FOR DEMOLITION OF SITE FEATURES WITHIN THE NYSDOT RIGHT-OF-WAY ASSOCIATED WITH THE DRIVEWAY CONSTRUCTION SHOWN ON THISPLAN.8.REFER TO THE SITE PLAN (C2.0) FOR SIDEWALK WORK WITHIN NYSDOT RIGHT-OF-WAY.05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELNOT FORCONSTRUCTION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.CJOB NO: 0958-18SCALE: N/ADRAWN: RLJDESIGNED: AMFDATE: 03/15/19REVISIONSDRAWING TITLE:Driveway Plan(3 of 4)C10.221 of 220958-18EXCAVATION RESTORATION(OUTSIDE OF PAVEMENT & SHOULDER)04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION ADAM M. FISHELNOT FORCONSTRUCTIONJOB NO: 0958-18SCALE: N/ADRAWN: RLJDESIGNED: AMFDATE: 03/15/19REVISIONSDRAWING TITLE:Driveway Plan(4 of 4)C10.3 22 of 220958-1839 CASCADE DRIVEROCHESTER, NY 14614585-458-7770840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2019 MARATHON ENG.C04/12/19AFPLANNING BOARD SUBMISSION05/09/19AFPLANNING BOARD SUBMISSION05/21/19AFPLANNING BOARD SUBMISSION Page 1 of 10 Full Environmental Assessment Form Part 2 - Identification of Potential Project Impacts Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency=s reviewer(s) will not necessarily be environmental professionals. So, the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2, the form identifies the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. When Part 2 is completed, the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area, complete the Coastal Assessment Form before proceeding with this assessment. Tips for completing Part 2: x Review all of the information provided in Part 1. x Review any application, maps, supporting materials and the Full EAF Workbook. x Answer each of the 18 questions in Part 2. x If you answer “Yes” to a numbered question, please complete all the questions that follow in that section. x If you answer “No” to a numbered question, move on to the next numbered question. x Check appropriate column to indicate the anticipated size of the impact. x Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box “Moderate to large impact may occur.” x The reviewer is not expected to be an expert in environmental analysis. x If you are not sure or undecided about the size of an impact, it may help to review the sub-questions for the general question and consult the workbook. x When answering a question consider all components of the proposed activity, that is, the Awhole action@. x Consider the possibility for long-term and cumulative impacts as well as direct impacts. x Answer the question in a reasonable manner considering the scale and context of the project. 1. Impact on Land Proposed action may involve construction on, or physical alteration of, NO YES the land surface of the proposed site. (See Part 1. D.1) If “Yes”, answer questions a - j. If “No”, move on to Section 2. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may involve construction on land where depth to water table is less than 3 feet.E2d b. The proposed action may involve construction on slopes of 15% or greater. E2f c. The proposed action may involve construction on land where bedrock is exposed, or generally within 5 feet of existing ground surface. E2a d. The proposed action may involve the excavation and removal of more than 1,000 tons of natural material. D2a e. The proposed action may involve construction that continues for more than one year or in multiple phases. D1e f. The proposed action may result in increased erosion, whether from physical disturbance or vegetation removal (including from treatment by herbicides). D2e, D2q g. The proposed action is, or may be, located within a Coastal Erosion hazard area. B1i h. Other impacts: _______________________________________________________ ___________________________________________________________________ "HFODZ6TF0OMZ<*GBQQMJDBCMF> 1SPKFDU %BUF FEAF2019 510 W MLK/State St 5-23-19 ✔ ✔ ✔ ✔ ✔ ✔ ✔May involve pile driving Page 2 of 10 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site (e.g., cliffs, dunes, NO YES minerals, fossils, caves). (See Part 1. E.2.g) If “Yes”, answer questions a - c. If “No”, move on to Section 3. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Identify the specific land form(s) attached: ________________________________ ___________________________________________________________________ E2g b. The proposed action may affect or is adjacent to a geological feature listed as a registered National Natural Landmark. Specific feature: _____________________________________________________ E3c c. Other impacts: ______________________________________________________ ___________________________________________________________________ 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water NO YES bodies (e.g., streams, rivers, ponds or lakes). (See Part 1. D.2, E.2.h) If “Yes”, answer questions a - l. If “No”, move on to Section 4. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may create a new water body. D2b, D1h b. The proposed action may result in an increase or decrease of over 10% or more than a 10 acre increase or decrease in the surface area of any body of water. D2b c. The proposed action may involve dredging more than 100 cubic yards of material from a wetland or water body. D2a d. The proposed action may involve construction within or adjoining a freshwater or tidal wetland, or in the bed or banks of any other water body. E2h e. The proposed action may create turbidity in a waterbody, either from upland erosion, runoff or by disturbing bottom sediments. D2a, D2h f. The proposed action may include construction of one or more intake(s) for withdrawal of water from surface water. D2c g. The proposed action may include construction of one or more outfall(s) for discharge of wastewater to surface water(s). D2d h. The proposed action may cause soil erosion, or otherwise create a source of stormwater discharge that may lead to siltation or other degradation of receiving water bodies. D2e i. The proposed action may affect the water quality of any water bodies within or downstream of the site of the proposed action. E2h j. The proposed action may involve the application of pesticides or herbicides in or around any water body. D2q, E2h k. The proposed action may require the construction of new, or expansion of existing, wastewater treatment facilities. D1a, D2d ✔ ✔ Page 3 of 10 l. Other impacts: _______________________________________________________ ___________________________________________________________________ 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or NO YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a, D.2.c, D.2.d, D.2.p, D.2.q, D.2.t) If “Yes”, answer questions a - h. If “No”, move on to Section 5. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may require new water supply wells, or create additional demand on supplies from existing water supply wells. D2c b. Water supply demand from the proposed action may exceed safe and sustainable withdrawal capacity rate of the local supply or aquifer. Cite Source: ________________________________________________________ D2c c. The proposed action may allow or result in residential uses in areas without water and sewer services. D1a, D2c d. The proposed action may include or require wastewater discharged to groundwater. D2d, E2l e. The proposed action may result in the construction of water supply wells in locations where groundwater is, or is suspected to be, contaminated. D2c, E1f, E1g, E1h f. The proposed action may require the bulk storage of petroleum or chemical products over ground water or an aquifer. D2p, E2l g. The proposed action may involve the commercial application of pesticides within 100 feet of potable drinking water or irrigation sources. E2h, D2q, E2l, D2c h. Other impacts: ______________________________________________________ __________________________________________________________________ 5. Impact on Flooding The proposed action may result in development on lands subject to flooding. NO YES (See Part 1. E.2) If “Yes”, answer questions a - g. If “No”, move on to Section 6. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in development in a designated floodway. E2i b. The proposed action may result in development within a 100 year floodplain. E2j c. The proposed action may result in development within a 500 year floodplain. E2k d. The proposed action may result in, or require, modification of existing drainage patterns. D2b, D2e e. The proposed action may change flood water flows that contribute to flooding. D2b, E2i, E2j, E2k f. If there is a dam located on the site of the proposed action, LVWKH dam LQQHHGRIUHSDLU RUXSJUDGH" E1e ✔ ✔ Page 4 of 10 g. Other impacts: ______________________________________________________ ___________________________________________________________________ 6. Impacts on Air NO YES The proposed action may include a state regulated air emission source. (See Part 1. D.2.f., D2hD.2.g) If “Yes”, answer questions a - f. If “No”, move on to Section 7. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. If the proposed action requires federal or state air emission permits, the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide (CO2) ii. More than 3.5 tons/year of nitrous oxide (N22) iii. More than 1000 tons/year of carbon equivalent of perfluorocarbons (PFCs) iv. More than .045 tons/year of sulfur hexafluoride (SF6) v. More than 1000 tons/year of carbon dioxide equivalent of hydrochloroflRurocarbons (HFCs) emissions vi. 43 tons/year or more of methane D2g D2g D2g D2g D2g D2h b. The proposed action may generate 10 tons/year or more of any one designated hazardous air pollutant, or 25 tons/year or more of any combination of such hazardous air pollutants. D2g c. The proposed action may require a state air registration, or may produce an emissions rate of total contaminants that may exceed 5 lbs. per hour, or may include a heat source capable of producing more than 10 million BTU=s per hour. D2f, D2g d.The proposed action may reach 50% of any of the thresholds in “a”through “c”, above. DJ e. The proposed action may result in the combustion or thermal treatment of more than 1 ton of refuse per hour. D2s f. Other impacts: ______________________________________________________ __________________________________________________________________ 7.Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. m.-q.) NO YES If “Yes”, answer questions a - j. If “No”, move on to Section 8. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a.The proposed action may cause reduction in population or loss of individuals of any threatened or endangered species, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. E2o b. The proposed action may result in a reduction or degradation of any habitat used by any rare, threatened or endangered species, as listed by New York State or the federal government. E2o c. The proposed action may cause reduction in population, or loss of individuals, of any species of special concern or conservation need, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. E2p d. The proposed action may result in a reduction or degradation of any habitat used by any species of special concern and conservation need, as listed by New York State or the Federal government. E2p ✔ ✔Construction impacts ✔ Page 5 of 10 e. The proposed action may diminish the capacity of a registered National Natural Landmark to support the biological community it was established to protect. E3c f. The proposed action may result in the removal of, or ground disturbance in, any portion of a designated significant natural community. Source: ____________________________________________________________ E2n g. The proposed action may substantially interfere with nesting/breeding, foraging, or over-wintering habitat for the predominant species that occupy or use the project site.E2m h. The proposed action requires the conversion of more than 10 acres of forest, grassland or any other regionally or locally important habitat. Habitat type & information source: ______________________________________ __________________________________________________________________ E1b i. Proposed action (commercial, industrial or recreational projects, only) involves use of herbicides or pesticides. D2q j. Other impacts: ______________________________________________________ __________________________________________________________________ 8. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) NO YES If “Yes”, answer questions a - h. If “No”, move on to Section 9. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may impact soil classified within soil group 1 through 4 of the NYS Land Classification System. E2c, E3b b. The proposed action may sever, cross or otherwise limit access to agricultural land (includes cropland, hayfields, pasture, vineyard, orchard, etc). E1a, Elb c. The proposed action may result in the excavation or compaction of the soil profile of active agricultural land. E3b d. The proposed action may irreversibly convert agricultural land to non-agricultural uses, either more than 2.5 acres if located in an Agricultural District, or more than 10 acres if not within an Agricultural District. E1b, E3a e. The proposed action may disrupt or prevent installation of an agricultural land management system. El a, E1b f. The proposed action may result, directly or indirectly, in increased development potential or pressure on farmland. C2c, C3, D2c, D2d g. The proposed project is not consistent with the adopted municipal Farmland Protection Plan. C2c h. Other impacts: ________________________________________________________ ✔ Page 6 of 10 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from, or are in NO YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.1.a, E.1.b, E.3.h.) If “Yes”, answer questions a - g. If “No”, go to Section 10. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Proposed action may be visible from any officially designated federal, state, or local scenic or aesthetic resource. E3h b. The proposed action may result in the obstruction, elimination or significant screening of one or more officially designated scenic views. E3h, C2b c. The proposed action may be visible from publicly accessible vantage points: i. Seasonally (e.g., screened by summer foliage, but visible during other seasons) ii. Year round E3h d. The situation or activity in which viewers are engaged while viewing the proposed action is: i. Routine travel by residents, including travel to and from work ii. Recreational or tourism based activities E3h E2q, E1c e. The proposed action may cause a diminishment of the public enjoyment and appreciation of the designated aesthetic resource. E3h f. There are similar projects visible within the following distance of the proposed project: 0-1/2 mile ½ -3 mile 3-5 mile 5+ mile D1a, E1a, D1f, D1g g. Other impacts: ______________________________________________________ __________________________________________________________________ 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological NO YES resource. (Part 1. E.3.e, f. and g.) If “Yes”, answer questions a - e. If “No”, go to Section 11. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur E3e b. The proposed action may occur wholly or partially within, or substantially contiguous to, an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory. E3f c. The proposed action may occur wholly or partially within, or substantially contiguous to, an archaeological site not included on the NY SHPO inventory. Source: ____________________________________________________________ E3g D 7KHSURSRVHGDFWLRQPD\RFFXUZKROO\RUSDUWLDOO\ZLWKLQRUVXEVWDQWLDOO\FRQWLJXRXV WRDQ\EXLOGLQJVDUFKDHRORJLFDOVLWHRUGLVWULFWZKLFKLVOLVWHGRQWKH1DWLRQDORU 6WDWH5HJLVWHURI+LVWRULFDO3ODFHVRUWKDWKDVEHHQGHWHUPLQHGE\WKH&RPPLVVLRQHU RIWKH1<62IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRU OLVWLQJRQWKH6WDWH5HJLVWHURI+LVWRULF3ODFHV ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔The building size, shape and articulation differ significantly from the existing urban fabric ✔ ✔ ✔ ✔ Page 7 of 10 d. Other impacts: ______________________________________________________ __________________________________________________________________ e.If any of the above (a-d) are answered “0RGHUDWHWRODUJHLPSDFWPD\ RFFXU”, continue with the following questionsto help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part of the site or property. ii. The proposed action may result in the alteration of the property’s setting or integrity. iii. The proposed action may result in the introduction of visual elements which are out of character with the site or property, or may alter its setting. E3e, E3g, E3f E3e, E3f, E3g, E1a, E1b E3e, E3f, E3g, E3h, C2, C3 11. Impact on Open Space and Recreation The proposed action may result in a loss of recreational opportunities or a NO YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.1.c., E.2.q.) If “Yes”, answer questions a - e. If “No”, go to Section 12. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in an impairment of natural functions, or “ecosystem services”, provided by an undeveloped area, including but not limited to stormwater storage, nutrient cycling, wildlife habitat. D2e, E1b E2h, E2m, E2o, E2n, E2p b. The proposed action may result in the loss of a current or future recreational resource. C2a, E1c, C2c, E2q c. The proposed action may eliminate open space or recreational resource in an area with few such resources. C2a, C2c E1c, E2q d. The proposed action may result in loss of an area now used informally by the community as an open space resource. C2c, E1c e. Other impacts: _____________________________________________________ _________________________________________________________________ 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical NO YES environmental area (CEA). (See Part 1. E.3.d) If “Yes”, answer questions a - c. If “No”, go to Section 13. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in a reduction in the quantity of the resource or characteristic which was the basis for designation of the CEA. E3d b. The proposed action may result in a reduction in the quality of the resource or characteristic which was the basis for designation of the CEA. E3d c. Other impacts: ______________________________________________________ __________________________________________________________________ ✔The building size, shape and articulation differ significantly from the existing urban fabric, of which some are historic buildings ✔ ✔ ✔ ✔ ✔ Page 8 of 10 13. Impact on Transportation The proposed action may result in a change to existing transportation systems. NO YES (See Part 1. D.2.j) If “Yes”, answer questions a - I. If “No”, go to Section 14. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Projected traffic increase may exceed capacity of existing road network. D2j b. The proposed action may result in the construction of paved parking area for 500 or more vehicles. D2j c. The proposed action will degrade existing transit access. D2j d. The proposed action will degrade existing pedestrian or bicycle accommodations. D2j H.The proposed action may alter the present pattern of movement of people or goods.D2j I. Other impacts: ______________________________________________________ __________________________________________________________________ 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy. NO YES (See Part 1. D.2.k) If “Yes”, answer questions a - e. If “No”, go to Section 15. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action will require a new, or an upgrade to an existing, substation. D2k b. The proposed action will require the creation or extension of an energy transmission or supply system to serve more than 50 single or two-family residences or to serve a commercial or industrial use. D1f, D1q, D2k c. The proposed action may utilize more than 2,500 MWhrs per year of electricity. D2k d. The proposed action may involve heating and/or cooling of more than 100,000 square feet of building area when completed. D1g e. Other Impacts: ________________________________________________________ ____________________________________________________________________ 15. Impact on Noise, Odor, and Light The proposed action may result in an increase in noise, odors, or outdoor lighting. NO YES (See Part 1. D.2.m., n., and o.) If “Yes”, answer questions a - f. If “No”, go to Section 16. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may produce sound above noise levels established by local regulation. D2m b. The proposed action may result in blasting within 1,500 feet of any residence, hospital, school, licensed day care center, or nursing home. D2m, E1d c. The proposed action may result in routine odors for more than one hour per day. D2o ✔ ✔ Page 9 of 10 d. The proposed action may result in light shining onto adjoining properties. D2n e. The proposed action may result in lighting creating sky-glow brighter than existing area conditions. D2n, E1a f. Other impacts: ______________________________________________________ __________________________________________________________________ 16. Impact on Human Health The proposed action may have an impact on human health from exposure NO YES to new or existing sources of contaminants. (See Part 1.D.2.q., E.1. d. f. g. and h.) If “Yes”, answer questions a - m. If “No”, go to Section 17. Relevant Part I Question(s) No,or small impact may cccur Moderate to large impact may occur a. The proposed action is located within 1500 feet of a school, hospital, licensed day care center, group home, nursing home or retirement community. E1d b. The site of the proposed action is currently undergoing remediation. E1g, E1h c. There is a completed emergency spill remediation, or a completed environmental site remediation on, or adjacent to, the site of the proposed action. E1g, E1h d.The site of the action is subject to an institutional control limiting the use of the property (e.g.easementRUdeed restriction) E1g, E1h e. The proposed action may affect institutional control measures that were put in place to ensure that the site remains protective of the environment and human health. E1g, E1h f. The proposed action has adequate control measures in place to ensure that future generation, treatment and/or disposal of hazardous wastes will be protective of the environment and human health. D2t g. The proposed action involves construction or modification of a solid waste management facility. D2q, E1f h. The proposed action may result in the unearthing of solid or hazardous waste. D2q, E1f i. The proposed action may result in an increase in the rate of disposal, or processing, of solid waste. D2r, D2s j. The proposed action may result in excavation or other disturbance within 2000 feet of a site used for the disposal of solid or hazardous waste. E1f, E1g E1h k. The proposed action may result in the migration of explosive gases from a landfill site to adjacent off site structures. E1f, E1g l. The proposed action may result in the release of contaminated leachate from the project site. D2s, E1f, D2r m. Other impacts: ______________________________________________________ __________________________________________________________________ ✔Construction Impacts ✔ ✔ Need Phase 1 ESA or equivalent Page 10 of 10 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. NO YES (See Part 1. C.1, C.2. and C.3.) If “Yes”, answer questions a - h. If “No”, go to Section 18. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action’s land use components may be different from, or in sharp contrast to, current surrounding land use pattern(s). C2, C3, D1a E1a, E1b b. The proposed action will cause the permanent population of the city, town or village in which the project is located to grow by more than 5%. C2 c. The proposed action is inconsistent with local land use plans or zoning regulations. C2, C2, C3 d. The proposed action is inconsistent with any County plans, or other regional land use plans. C2, C2 e. The proposed action may cause a change in the density of development that is not supported by existing infrastructure or is distant from existing infrastructure. C3, D1c, D1d, D1f, D1d, Elb f. The proposed action is located in an area characterized by low density development that will require new or expanded public infrastructure. C4, D2c, D2d D2j g. The proposed action may induce secondary development impacts (e.g., residential or commercial development not included in the proposed action) C2a h. Other: _____________________________________________________________ __________________________________________________________________ 18. Consistency with Community Character The proposed project is inconsistent with the existing community character. NO YES (See Part 1. C.2, C.3, D.2, E.3) If “Yes”, answer questions a - g. If “No”, proceed to Part 3. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may replace or eliminate existing facilities, structures, or areas of historic importance to the community. E3e, E3f, E3g b. The proposed action may create a demand for additional community services (e.g. schools, police and fire) C4 c. The proposed action may displace affordable or low-income housing in an area where there is a shortage of such housing. C2, C3, D1f D1g, E1a d. The proposed action may interfere with the use or enjoyment of officially recognized or designated public resources. C2, E3 e. The proposed action is inconsistent with the predominant architectural scale and character. C2, C3 f. Proposed action is inconsistent with the character of the existing natural landscape. C2, C3 E1a, E1b E2g, E2h g. Other impacts: ______________________________________________________ __________________________________________________________________ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ PRINT FULL FORM City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: 510 W. State Street Date Created: 5/20/19 1 PROJECT DESCRIPTION The applicant proposes to construct a 4- to 6-story building with a footprint of 13,730 SF and a GSA of approximately 74,700 SF. The project will have 2,100 SF of retail space on the first floor facing W State/ MLK Street and 77 housing units, permanently affordable to households making 50-70% Area Median Income (AMI). Building amenities include a community room, bike and general storage, a laundry room and a fifth floor lounge with access to a rooftop terrace. The project site has frontage on three streets (W State/MLK, Corn and W Seneca) and is in two zoning districts: CBD 60 in which the maximum height is 60’ and B-2d in which the maximum height is 40’. Neither zone has a prescribed number of stories. However, zoning changes for the corridor regarding building height are currently being considered by Common Council. The project is subject to the Downtown Design Guidelines and will likely require an area variance for rear yard setback. In addition, Common Council is currently considering zoning changes to portions of West State Street that would impact allowable height and massing. This has been determined to be a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance §176-4 B(1)(h)[4], (k) & (n), and the State Environmental Quality Review Act (“SEQRA”) §617.4(b)(11). IMPACT ON LAND The .413 acre site is located in an urbanized area and is previously developed The following information is needed to evaluate any potential impacts: x Geotech report or equivalent x Information about foundation type and duration x If piles- need type of pile, duration and monitoring plan for adjacent properties Based on information provided by the applicant, approximately 3,000 CY of material to be removed from the site for foundation preparation, equaling approximately 250 truckoads. Impervious surface will increase from .288 acres to .315 acres on the .413 acre site. IMPACT ON GEOLOGIC FEATURES The site is located in an urbanized area with no geologic features present. The Lead Agency has determined that based on this information, no significant impact on geologic features is anticipated. IMPACT ON SURFACE WATER Insert stormwater information IMPACT ON GROUNDWATER The Lead Agency has determined that based on the information above and proposed remediation and mitigation measures, no significant impact to groundwater is anticipated. City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: 510 W. State Street Date Created: 5/20/19 2 IMPACT ON FLOODING The project is located in the 500 year floodplain. However the site is not near any waterbody that may contribute to flooding. The Lead Agency has determined that based on the information above, no significant impact to flooding is anticipated. IMPACTS ON AIR According to information provided by the applicant, construction is projected to last approximately 12 months. Excavation and preparation of foundations create the potential for increased airborne dust and dirt particles. Impacts from construction activities could have significant but temporary impact the neighborhood. Due to the configuration of the project site, and the its proximity to neighboring structures, construction impacts, including airborne dust and other air quality issues, will particularly affect adjacent residential properties. During construction, the applicant will employ the following applicable dust control measures, as appropriate: x Misting or fog spraying the site to minimize dust; x Maintaining crushed stone tracking pads at all entrances to the construction site; x Re-seeding disturbed areas to minimize bare exposed soils; x Keeping roads clear of dust and debris; x Requiring trucks to be covered; x Prohibiting burning of debris on site. IMPACTS ON PLANTS AND ANIMALS The project site is in an urbanized area and is previously developed. Demolitions plans indicate that nine trees are proposed for removal on site as well as two street trees on Seneca. IMPACT ON AGRICULTURAL RESOURCES The project site is located in an urbanized area, and there are no agricultural resources located in proximity to the project site. The Lead Agency has determined that based on the information above, no significant impact agricultural resources is anticipated. IMPACT ON AESTHETIC RESOURCES The project site has frontages on three streets and will be highly visible from the public right-of-way at multiple vantage points. The applicant has provided visualizations dated 4/15/19. Requires further discussion from the board. IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES The project site is located in a densely developed urban area. The closest historic district is the Downtown West District in the 300 block of W. MLK/State Street. City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: 510 W. State Street Date Created: 5/20/19 3 Insert information about the character of surrounding buildings IMPACT ON OPEN SPACE AND RECREATION The site is in an urban area and not contiguous to any park or open space. The Lead Agency has determined that based on the information above, no significant impact to open space and recreational resources is anticipated. IMPACT ON CRITICAL ENVIRONMENTAL AREAS There are no Critical Environmental Areas located within the City of Ithaca. The Lead Agency has determined that based on the information above, no significant impact to critical environmental areas is anticipated. IMPACT ON TRANSPORTATION Parking No parking is required and none will be provided. Deliveries Bike & Pedestrian Amenities- There is an opportunity for a through-block pedestrian crossing. The 23 required bike parking spaces will be provided in a first-floor bike room accessed from the east side of the building off Seneca St. Additional bike parking for visitors will be located near the residential entry on N Corn St. Bike parking rungs will be located near the State St commercial space in the public sidewalk in collaboration with the Department of Public Works. Construction Impacts – Information needed x To vehicular, pedestrian and bike circulation. x Staging, Deliveries and construction routes x Road & sidewalk Closures x Based on information provided by the applicant, approximately 3,000 CY of material to be removed from the site for foundation preparation, equaling approximately 250 truckoads. The Lead Agency has received the following Comments for the City transportation engineer: x The three existing curb cuts shall be removed as part of the project (one each on W. State, N. Corn, and W. Seneca) x City inspection shows that the sidewalk on Corn Street should be replaced as part of the project. Other sidewalks are acceptable at this time, but if damaged during construction will need to be replaced by permittee x Will this building be serviced (e.g., garbage and recycling) on Seneca Street? Will any services be provided on Corn or W State? City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: 510 W. State Street Date Created: 5/20/19 4 x We would like a trip generation and parking generation report prepared by a P.E. for this project. This will help us determine if further traffic impacts need to be studied. x Applicant should documents calculations and compliance with the bike parking regulations in the Site Plan Review ordinance. x City street permits will be required for any work in the street right of ways for North Corn Street and West State/MLK Jr. Street. A NYSDOT highway work permit will be required for any work in the street right of way on West Seneca Street. For these permits, we will need detailed construction staging plans prepared by a P.E. Our expectation at this time is that the sidewalk on West State Street shall be maintained and protected with an engineered scaffolding as much as possible, but that the sidewalk on Corn Street will be allowed to be closed and pedestrians detoured to the east side of the street. We would suggest to the applicant and NYSDOT that with proper design Seneca Street could maintain two westbound travel lanes with a lane shift to the north and parking removed near the project site on both sides of the street. We expect that the sidewalk on the south side of Seneca street would be detoured of the north side of the street. IMPACT ON ENERGY Insert Energy Information IMPACT ON NOISE, ODOR & LIGHT According to the site plan review application provided by the applicant, construction will last approximately 12 months. The project is located in an urban, residential area. Noise and odors from construction activities could have significant but temporary impact the neighborhood. Due to the configuration of the project site, and the its proximity to neighboring structures, construction noise will particularly affect adjacent properties. Noise producing construction activities will temporarily impact residents in the immediate area. Noise producing construction activity will be limited to the hours of 7:30 a.m. to 7:30 p.m. Monday through Friday. IMPACT ON HUMAN HEALTH The following information is needed to evaluate any potential impacts x Phase 1 ESA CONSISTENCY WITH COMMUNITY PLANS Zoning: The site is in 2 zoning districts; therefore, the proposed building will be constructed in two distinct sections according to the regulations of each district. The project will likely require an area variance for rear yard setback on Seneca Street. In addition, Common Council is currently considering zoning changes to portions of West State Street that would impact allowable height and massing. The project is subject to Downtown Design Guidelines and has not yet received design review. CONSISTENCY WITH COMMUNITY CHARACTER Issues to address: City of Ithaca FULL ENVIRONMENTAL ASSESSMENT FORM – Part III Project Name: 510 W. State Street Date Created: 5/20/19 5 x Utility capacity x Neighborhood character/compatibility Prepared by: Lisa Nicholas, AICP, Deputy Director of Planning 1 | Page To: Svante Myrick, Mayor Planning and Development Board Common Council Board of Public Works Julie Holcomb, City Clerk City Advisory Commissions Aaron Lavine, City Attorney Mike Thorne, Superintendent of Public Works Mike Niechwiadowicz, Director of Code Enforcement JoAnn Cornish, Director of Planning, Building, and Economic Development Katie Borgella, Tompkins County Commissioner of Planning and Sustainability FROM: JoAnn Cornish, City of Ithaca, Director of Planning and Development DATE: May 17, 2019 RE: Proposal to Amend Sections of Chapter 325, Zoning, of the City Municipal Code Pertaining to Proposed Revisions to the CBD 60 Zoning District on the 300, 400, and 500 Block of West State Street in the City of Ithaca In June of 2013, the Common Council rezoned the West State Street/MLK corridor from B-2c to CBD-60. This was done to encourage and accommodate anticipated development. However, it was generally agreed upon at that time that there existed a desirable character along much of West State Street that the City would like to see remain intact. Upon further consideration and analysis, and when comparing a sixty foot tall building to existing buildings, it has become clear that 60 feet at the street front on the 300, 400, and 500 block of West State Street (blocks between South Albany Street and North Meadow Street), is not appropriate and would result in a dramatic change to the existing character of the area. The pictures below compare the existing structures along West State/MLK Street with an image of a proposed building 60 feet in height. CITY OF ITHACA 108 E. Green St. — Third Floor Ithaca, NY 14850-5690 JoAnn Cornish, Director DEPARTMENT OF PLANNING & DEVELOPMENT Planning & Development – 607-274-6550 Community Development/IURA – 607-274-6565 E-Mail: dgrunder@cityofithaca.org 2 | Page It is also important to note that this area is now located in the City’s Planned Unit Development Overlay District, which allows for projects that provide significant community benefits to apply for alternate zoning. Given that this additional zoning flexibility exists, staff feels that it is appropriate to revisit the existing zoning. 1. Staff recommends adding minimum story heights of 12 feet, floor to floor on the ground floor and 10 feet floor to floor on subsequent floors. The City has similar minimum story height regulations in various other districts, including in the West End, Waterfront, and Collegetown Zoning Districts. This language is intended to encourage ground floor commercial uses, as well as to establish minimum standards for housing development. 2. Member of the Planning and Economic Development Committee of Common Council are recommending a revision to the zoning ordinance that would limit the overall height to 52 feet and 5 stories (12 feet floor to floor height on the first story and 10 feet floor to floor on subsequent stories) with an opportunity to build an 10 additional feet in height for a 6th story, under the City’s Planned Unit Development Ordinance, if the developer includes 20% of the total unit count as affordable (50% to 80% of Area Median Income) or other community benefit(s) 3. Additionally, in order to maintain the existing character of West State/MLK Street, staff recommends all new construction located in the existing portion of the CBD-60 Zoning District, directly fronting on the 300, 400, and 500 blocks of West State Street, shall require that the front façade of any newly-constructed building contain a stepback of 15 feet after the first 32 feet in height. This will help maintain the look of pedestrian scale buildings along the street while still allowing for increased density in the center of the block. This proposed change in the zoning would be for properties on West State/MLK Street that are currently zoned CBD-60 between South Albany Street and North Meadow Street. If the Committee is in agreement, staff will circulate this proposal and return next month with any comments that are received. Please feel free to contact me with any questions. S OU T H A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH A L B A N Y S T RSOUTH GE N E VSOUTH GE N E VSOUTH GE N E VSOUTH GE NSOUTH GE NSOUTH GSOUTH GSOUTH GSOUTH GE N WEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATWEST MARTIN LUTHER KING JR/STATF A YFAYFAYFAYFAYFAYFAYFAYFAY WEST BUFWEST BUFFAWEST BUFFALOSWEST BUFWEST BUFFALOSWEST BUFWEST BUFFAWEST BUFFALOSWEST BUFFAWEST GREEN STREETWEST GREEN STREETWEST GREEN STREETWEST GREEN STREETWEST GREEN STREETWEST GREEN STREETWEST GREEN STREETWEST GREEN STREETWEST GREEN STREETWEST SENECA STREETWEST SENECA STREETWEST SENECA STREETWEST SENECA STREETWEST SENECA STREETWEST SENECA STREETWEST SENECA STREETWEST SENECA STREETWEST SENECA STREETS O U T H C O R N S T R E E TSOUTH C O R N S T R E E TSOUTH C O R N S T R E E TSOUTH C O R N S T R E E TSOUTH C O R N S T R E E TSOUTH C O R N S T R E E TSOUTH C O R N S T R E E TSOUTH C O R N S T R E E TSOUTH C O R N S T R E E T S O U T H P L A ISOUTH P L ASOUTH P L ASOUTH P L A ISOUTH P L ASOUTH P L A ISOUTH P L ASOUTH P L ASOUTH P L A O R T H C O R N S T R E E TORTH C O R N S T R E E TORTH C O R N S T R E E TORTH C O R N S T R E E TORTH C O R N S T R E E TORTH C O R N S T R E E TORTH C O R N S T R E E TORTH C O R N S T R E E TORTH C O R N S T R E E T T E 3 4 /1 3 )R T E 3 4 /1 3 )R T E 3 4 /1 3 )T E 3 4 /1 3 )R T E 3 4 /1 3 )T E 3 4 /1 3 )R T E 3 4 /1 3 )R T E 3 4 /1 3 )R T E 3 4 /1 3 )TE 79OUTE 96)EVELAND AVENUEEVELAND AVENUEEVELAND AVENUEEVELAND AVENUEEVELAND AVENUELEVELAND AVENUELEVELAND AVENUELEVELAND AVENUEEVELAND AVENUER E6RXWKVLGH6RXWKVLGH6RXWKVLGH6RXWKVLGH6RXWKVLGH6RXWKVLGH6RXWKVLGH6RXWKVLGH6RXWKVLGH&RPPXQLW\&RPPXQLW\&RPPXQLW\&RPPXQLW\&RPPXQLW\&RPPXQLW\&RPPXQLW\&RPPXQLW\&RPPXQLW\&HQWHU&HQWHU&HQWHU&HQWHU&HQWHU&HQWHU&HQWHU&HQWHU&HQWHU500feet2500Proposed West State Street Re-Zoning From CBD-60 to CBD-501<6WDWH3ODQH&HQWUDO*56'DWXP0DS6RXUFH&LW\RI,WKDFD=RQLQJ2UGLQDQFH0DS3UHSDUHGE\*,63ODQQLQJ&LW\RI,WKDFD1<0D\3DUFHOERXQGDU\=RQLQJ%RXQGDU\3URSRVHG5H]RQLQJIURP&%'WR&%'0D\%XLOGLQJV 01/20/05 C:\Users\aharris\Desktop\Zoning Revisions May 2019\2019-WState-Ordinance 05-23.doc Page 1 of 3 An Ordinance Amending The Municipal Code Of The City Of Ithaca, Chapter 325, Entitled “Zoning” To Establish Minimum Story Height Requirements in all CBD Districts and a Minimum Stepback Requirements for Properties on the, 300, 400, and 500 Blocks of West State Street The ordinance to be considered shall be as follows: ORDINANCE NO. AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE CITY OF ITHACA, CHAPTER 325, ENTITLED “ZONING” TO AMEND All CBD ZONING DISTRICTS BE IT NOW ORDAINED AND ENACTED by the Common Council of the City of Ithaca that Chapter 325 (Zoning) of the Municipal Code of the City of Ithaca is hereby amended as follows: Section 1. Chapter 325, Section 325-8A, District Regulations Chart, be amended to add minimum story heights in all CBD Zoning Districts, to read as follows: “All new construction in the CBD Zoning Districts are required to have a minimum height of 12’ floor to floor on the first story and a minimum 10’floor to floor for each subsequent story.” Section 2. Chapter 325, Section 325-8A, District Regulations Chart, be amended to change the maximum height in the CBD-60 district to 62’, and to change the maximum height in the CBD-50 district to 52’. This is intended to allow for a 12’ minimum height of the first story and a 10’ minimum height of each subsequent story. Section 3. Chapter 325, Section 325-5 of the Municipal Code of the City of Ithaca, entitled “Zoning Map” is hereby amended to change the zoning designation of the following parcels, or some portion of these parcels, as shown on the attached map entitled “Proposed West State Street Rezoning from CBD-60 to CBD-50 – May 23, 2019”, from CBD-60 to CBD-50: 71.-1-10, 71.-1-11, 71.-1-12, 71.-1-13, 71.-1-14, 71.-1-15, 71.-1-16, 71.-1-17, 71.-1-18, 71.- 1-19.1, 71.-1-19.2, 71.-1-22, 71.-1-3, 71.-1-4, 71.-1-5, 71.-1- 7, 71.-1-8, 71.-1-9, 71.-2-12, 71.-2-14, 71.-2-15, 71.-2-18, 71.-2-19, 71.-2-20, 71.-2-4, 71.-2-5, 71.-5-1, 71.-5-10, 71.-5- 11, 71.-5-12, 71.-5-13, 71.-5-17.2, 71.-5-18, 71.-5-19, 71.-5-2, 71.-5-20, 71.-5-22, 71.-5-23, 71.-5-24, 71.-5-4, 71.-5-5, 71.-5- 01/20/05 C:\Users\aharris\Desktop\Zoning Revisions May 2019\2019-WState-Ordinance 05-23.doc Page 2 of 3 7, 71.-5-8, 71.-5-9, 71.-6-1, 71.-6-10, 71.-6-11, 71.-6-12, 71.-6-13, 71.-6-14, 71.-6-15, 71.-6-17, 71.-6-18, 71.-6-19, 71.-6-20, 71.-6-21, 71.-6-22, 71.-6-23, 71.-6-24, 71.-6-25, 71.- 6-26, 71.-6-5, 71.-6-6, 71.-6-7, 71.-6-8, 71.-6-9, 72.-3-10, 72.-3-12, 72.-3-14, 72.-3-15, 72.-3-16, 72.-3-17, 72.-3-18.1, 72.-3-18.2, 72.-3-19, 72.-3-2, 72.-3-20, 72.-3-23.2, 72.-3-24, 72.-3-26, 72.-3-3, 72.-3-6, 72.-3-7, 72.-3-8, 72.-3-9, 72.-4-10, 72.-4-13, 72.-4-14, 72.-4-3, 72.-4-4, 72.-4-5, and 72.-4-9 Section 4. The City Planning and Development Board, the City Clerk and the Planning Department shall amend the zoning map and the district regulations chart in accordance with the amendments made herewith. Section 5. Chapter 325, Section 325-8D, Additional Restrictions in the CBD District, is hereby amended to add a subsection (4) to read as follows: 325-8D. 4. In order to maintain the existing character and to preserve the pedestrian scale along the street front all new construction located in the portion of the CBD-60 District directly fronting on the 300, 400, and 500 blocks of West State/MLK Street, the front façade of any newly-constructed structure must contain a stepback of 15’ after the first 42’ in height, before the structure can build up to the maximum allowable height in this district. Section 6. Severability. Severability is intended throughout and within the provisions of this local law. If any section, 01/20/05 C:\Users\aharris\Desktop\Zoning Revisions May 2019\2019-WState-Ordinance 05-23.doc Page 3 of 3 subsection, sentence, clause, phrase or portion of this local law is held to be invalid or unconstitutional by a court of competent jurisdiction, then that decision shall not affect the validity of the remaining portion. Section 7. Effective date. This ordinance shall take affect immediately and in accordance with law upon publication of notices as provided in the Ithaca City Charter. Page 1 of 13 Full Environmental Assessment Form Part 1 - Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor; and, when possible, generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A & B. In Sections C, D & E, most items contain an initial question that must be answered either “Yes” or “No”. If the answer to the initial question is “Yes”, complete the sub-questions that follow. If the answer to the initial question is “No”, proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the DSSOLFDQWRUproject sponsor to verify that the information contained in Part 1is accurate and complete. A. Project and $SSOLFDQWSponsor Information. Name of Action or Project: Project Location (describe, and attach a general location map): Brief Description of Proposed Action (include purpose or need): Name of Applicant/Sponsor: Telephone: E-Mail: Address: City/PO: State:Zip Code: Project Contact (if not same as sponsor; give name and title/role): Telephone: E-Mail: Address: City/PO:State: Zip Code: Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO:State: Zip Code: FEAF 2019 Zoning Ordinance Amendment 300, 400, and 500 Block of West State Street, City of Ithaca An Ordinance Amending The Municipal Code Of The City Of Ithaca, Chapter 325, Entitled “Zoning” To Establish Minimum Story Height Requirements in the CBD 60 District and Minimum Stepback Requirements for Properties on the 200, 300, 400, and 500 Blocks of West State Street JoAnn Cornish, Director of Planning and Development 607-274-6551 jcornish@cityofithaca.org 108 East Green Street Ithaca NY 14850 N/A Applies to numerous Properties Page 2 of 13 B. Government Approvals B. Government Approvals Funding, or Sponsorship.(“Funding” includes grants, loans, tax relief, and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Required Application Date (Actual or projected) a. City&RXQVHOTown%RDUG,Yes No or Village Board of Trustees b. City, Town or Village Yes No Planning Board or Commission c. City Town or Yes No Village Zoning Board of Appeals d. Other local agencies Yes No e. County agencies Yes No f. Regional agencies Yes No g. State agencies Yes No h. Federal agencies Yes No i. Coastal Resources. i. Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway?Yes No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? Yes No iii. Is the project site within a Coastal Erosion Hazard Area? Yes No C. Planning and Zoning C.1. Planning and zoning actions. Will administrative or legislative adoption, or amendment of a plan, local law, ordinance, rule or regulation be the Yes No only approval(s) which must be granted to enable the proposed action to proceed? x If Yes, complete sections C, F and G. x If No, proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2. Adopted land use plans. a. Do any municipally- adopted (city, town, village or county) comprehensive land use plan(s) include the site Yes No where the proposed action would be located? If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action Yes No would be located? b. Is the site of the proposed action within any local or regional special planning district (for example: Greenway Yes No Brownfield Opportunity Area (BOA); designated State or Federal heritage area; watershed management plan; or other?) If Yes, identify the plan(s): _______________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, Yes No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ✔Adoption of Ordinance July 3, 2019 ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Page 3 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. Yes No If Yes, what is the zoning classification(s) including any applicable overlay district? _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ b. Is the use permitted or allowed by a special or conditional use permit? Yes No c. Is a zoning change requested as part of the proposed action? Yes No If Yes, i.What is the proposed new zoning for the site? ___________________________________________________________________ C.4. Existing community services. a. In what school district is the project site located? ________________________________________________________________ b. What police or other public protection forces serve the project site? _________________________________________________________________________________________________________ c. Which fire protection and emergency medical services serve the project site? __________________________________________________________________________________________________________ d. What parks serve the project site? __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ D. Project Details D.1. Proposed and Potential Development a. What is the general nature of the proposed action (e.g., residential, industrial, commercial, recreational; if mixed, include all components)? _________________________________________________________________________________________________________ b. a. Total acreage of the site of the proposed action? _____________ acres b. Total acreage to be physically disturbed? _____________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? _____________ acres c. Is the proposed action an expansion of an existing project or use? Yes No i.If Yes, what is the approximate percentage of the proposed expansion and identify the units (e.g., acres, miles, housing units, square feet)? % ____________________ Units: ____________________ d. Is the proposed action a subdivision, or does it include a subdivision? Yes No If Yes, i.Purpose or type of subdivision? (e.g., residential, industrial, commercial; if mixed, specify types) ________________________________________________________________________________________________________ ii. Is a cluster/conservation layout proposed? Yes No iii.Number of lots proposed? ________ iv.Minimum and maximum proposed lot sizes? Minimum __________ Maximum __________ Yes No _____ months _____ _____ month _____ year HWill WKHproposed action be constructed in multiple phases? LIf No, anticipated period of construction: LLIf Yes: x Total number of phases anticipated x Anticipated commencement date of phase 1 (including demolition) x Anticipated completion date of final phase _____ month _____year x Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: _______________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ✔ CBD-60 ✔ ✔ CBD-52 Ithaca Ithaca Police Department Ithaca Fire Department None Page 4 of 13 f. Does the project include new residential uses? Yes No If Yes, show numbers of units proposed. One Family Two Family Three Family Multiple Family (four or more) Initial Phase ___________ ___________ ____________ ________________________ At completion of all phases ___________ ___________ ____________ ________________________ g. Does the proposed action include new non-residential construction (including expansions)? Yes No If Yes, i. Total number of structures ___________ ii.Dimensions (in feet) of largest proposed structure: ________height; ________width; and _______ length iii.Approximate extent of building space to be heated or cooled: ______________________ square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any Yes No liquids, such as creation of a water supply, reservoir, pond, lake, waste lagoon or other storage? If Yes, i.Purpose of the impoundment: ________________________________________________________________________________ ii.If a water impoundment, the principal source of the water: Ground water Surface water streams Other specify: _________________________________________________________________________________________________________ iii.If other than water, identify the type of impounded/contained liquids and their source. _________________________________________________________________________________________________________ iv.Approximate size of the proposed impoundment. Volume: ____________ million gallons; surface area: ____________ acres v.Dimensions of the proposed dam or impounding structure: ________ height; _______ length vi.Construction method/materials for the proposed dam or impounding structure (e.g., earth fill, rock, wood, concrete): ________________________________________________________________________________________________________ D.2. Project Operations a. Does the proposed action include any excavation, mining, or dredging, during construction, operations, or both? Yes No (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i .What is the purpose of the excavation or dredging? _______________________________________________________________ ii.How much material (including rock, earth, sediments, etc.) is proposed to be removed from the site? x Volume (specify tons or cubic yards): ____________________________________________ x Over what duration of time? ____________________________________________________ iii.Describe nature and characteristics of materials to be excavated or dredged, and plans to use, manage or dispose of them. ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iv.Will there be onsite dewatering or processing of excavated materials? Yes No If yes, describe. ___________________________________________________________________________________________ ________________________________________________________________________________________________________ v.What is the total area to be dredged or excavated? _____________________________________acres vi.What is the maximum area to be worked at any one time? _______________________________ acres vii.What would be the maximum depth of excavation or dredging? __________________________ feet viii.Will the excavation require blasting? Yes No ix.Summarize site reclamation goals and plan: _____________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ b. Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment Yes No into any existing wetland, waterbody, shoreline, beach or adjacent area? If Yes: i.Identify the wetland or waterbody which would be affected (by name, water index number, wetland map number or geographic description): ______________________________________________________________________________________________ _________________________________________________________________________________________________________ Page 5 of 13 ii. iii. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures, or alteration of channels, banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ Will WKHproposed action cause or result in disturbance to bottom sediments?Yes No If Yes, describe: __________________________________________________________________________________________ iv.Will WKHproposed action cause or result in the destruction or removal of aquatic vegetation? Yes No If Yes: x aFUHV of DTXDWLFvegetation proposed to be removed ___________________________________________________________ x H[SHFWHG acreage of aquatic vegetation remaining after project completion________________________________________ x purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): ____________________________ ____________________________________________________________________________________________________ x proposed method of plant removal: ________________________________________________________________________ x if chemical/herbicide treatment will be used, specify product(s): _________________________________________________ v.Describe any proposed reclamation/mitigation following disturbance: _________________________________________________ _________________________________________________________________________________________________________ c. Will the proposed action use, or create a new demand for water? Yes No If Yes: i.Total anticipated water usage/demand per day: __________________________ gallons/day ii.Will the proposed action obtain water from an existing public water supply? Yes No If Yes: x Name of district or service area: _________________________________________________________________________ x Does the existing public water supply have capacity to serve the proposal? Yes No x Is the project site in the existing district? Yes No x Is expansion of the district needed? Yes No x Do existing lines serve the project site? Yes No iii.Will line extension within an existing district be necessary to supply the project? Yes No If Yes: x Describe extensions or capacity expansions proposed to serve this project: ________________________________________ ____________________________________________________________________________________________________ x Source(s) of supply for the district: ________________________________________________________________________ iv.Is a new water supply district or service area proposed to be formed to serve the project site? Yes No If, Yes: x Applicant/sponsor for new district: ________________________________________________________________________ x Date application submitted or anticipated: __________________________________________________________________ x Proposed source(s) of supply for new district: _______________________________________________________________ v.If a public water supply will not be used, describe plans to provide water supply for the project: ___________________________ _________________________________________________________________________________________________________ vi. If water supply will be from wells (public or private),ZKDWLVWKHmaximum pumping capacity: _______ gallons/minute. d. Will the proposed action generate liquid wastes? Yes No If Yes: i.Total anticipated liquid waste generation per day: _______________ gallons/day ii.Nature of liquid wastes to be generated (e.g., sanitary wastewater, industrial; if combination, describe all components and approximate volumes or proportions of each): __________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ iii.Will the proposed action use any existing public wastewater treatment facilities? Yes No If Yes: x Name of wastewater treatment plant to be used: _____________________________________________________________ x Name of district: ______________________________________________________________________________________ x Does the existing wastewater treatment plant have capacity to serve the project? Yes No x Is the project site in the existing district? Yes No x Is expansion of the district needed? Yes No Page 6 of 13 Yes No x Do existing sewer lines serve the project site? x Will Dline extension within an existing district be necessary to serve the project? Yes No If Yes: x Describe extensions or capacity expansions proposed to serve this project: ____________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ iv.Will a new wastewater (sewage) treatment district be formed to serve the project site? Yes No If Yes: x Applicant/sponsor for new district: ____________________________________________________________________ x Date application submitted or anticipated: _______________________________________________________________ x What is the receiving water for the wastewater discharge? __________________________________________________ v.If public facilities will not be used, describe plans to provide wastewater treatment for the project, including specifying proposed receiving water (name and classification if surface discharge or describe subsurface disposal plans): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ vi.Describe any plans or designs to capture, recycle or reuse liquid waste: _______________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ e. Will the proposed action disturb more than one acre and create stormwater runoff, either from new point Yes No sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stormwater) or non-point source (i.e. sheet flow) during construction or post construction? If Yes: i.How much impervious surface will the project create in relation to total size of project parcel? _____ Square feet or _____ acres (impervious surface) _____ Square feet or _____ acres (parcel size) ii.Describe types of new point sources. __________________________________________________________________________ _________________________________________________________________________________________________________ iii.Where will the stormwater runoff be directed (i.e. on-site stormwater management facility/structures, adjacent properties, groundwater, on-site surface water or off-site surface waters)? ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ x If to surface waters, identify receiving water bodies or wetlands: ________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ x Will stormwater runoff flow to adjacent properties? Yes No iv.Does WKHproposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater? Yes No f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel Yes No combustion, waste incineration, or other processes or operations? If Yes, identify: i. Mobile sources during project operations (e.g., heavy equipment, fleet or delivery vehicles) _________________________________________________________________________________________________________ ii.Stationary sources during construction (e.g., power generation, structural heating, batch plant, crushers) ________________________________________________________________________________________________________ iii.Stationary sources during operations (e.g., process emissions, large boilers, electric generation) ________________________________________________________________________________________________________ g. Will any air emission sources named in D.2.f (above), require a NY State Air Registration, Air Facility Permit, Yes No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i.Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet Yes No ambient air quality standards for all or some parts of the year) ii.In addition to emissions as calculated in the application, the project will generate: x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide (CO2) x ___________Tons/year (VKRUWWRQV) of Nitrous Oxide (N22) x ___________Tons/year (VKRUWWRQV) of Perfluorocarbons (PFCs) x ___________Tons/year (VKRUWWRQV) of Sulfur Hexafluoride (SF6) x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide equivalent of HydrofloXrocarbons (H)&V) x ___________Tons/year (VKRUWWRQV) of Hazardous Air Pollutants (HAPs) Page 7 of 13 h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants, Yes No landfills, composting facilities)? If Yes: i.Estimate methane generation in tons/year (metric): ________________________________________________________________ ii. Describe any methane capture, control or elimination measures included in project design (e.g., combustion to generate heat or electricity, flaring): ________________________________________________________________________________________ _________________________________________________________________________________________________________ i. Will the proposed action result in the release of air pollutants from open-air operations or processes, such as Yes No quarry or landfill operations? If Yes: Describe operations and nature of emissions (e.g., diesel exhaust, rock particulates/dust): _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial Yes No new demand for transportation facilities or services? If Yes: i.When is the peak traffic expected (Check all that apply): Morning Evening Weekend Randomly between hours of __________ to ________. ii.For commercial activities only, projected number of truck trips/dayDQGW\SHHJVHPLWUDLOHUVDQGGXPSWUXFNVBBBBBBBBBBBBB LLL LY v. Parking spaces: Existing _____________BBBBBBProposed ___________ Net increase/decrease _____________BBBBBBBB 'RHVWKHSURSRVHGDFWLRQLQFOXGHDQ\VKDUHGXVHSDUNLQJ"<HV1R Yes No vi.Are public/private transportation service(s) or facilities available within ½ mile of the proposed site? vii Will the proposed action include access to public transportation or accommodations for use of hybrid, electric Yes No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing Yes No pedestrian or bicycle routes? k. Will the proposed action (for commercial or industrial projects only) generate new or additional demand Yes No for energy? If Yes: i.Estimate annual electricity demand during operation of the proposed action: ____________________________________________ _________________________________________________________________________________________________________ ii.Anticipated sources/suppliers of electricity for the project (e.g., on-site combustion, on-site renewable, via grid/local utility, or other): ________________________________________________________________________________________________________ iii.Will the proposed action require a new, or an upgrade to an existing substation? Yes No l. Hours of operation. Answer all items which apply. i. During Construction:ii.During Operations: x Monday - Friday: _________________________x Monday - Friday: ____________________________ x Saturday: ________________________________x Saturday: ___________________________________ x Sunday: _________________________________x Sunday: ____________________________________ x Holidays: ________________________________x Holidays: ___________________________________ ,IWKHSURSRVHGDFWLRQLQFOXGHVDQ\PRGLILFDWLRQRIH[LVWLQJURDGVFUHDWLRQRIQHZURDGVRUFKDQJHLQH[LVWLQJDFFHVVGHVFULEH BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB Page 8 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, Yes No operation, or both? If yes: i.Provide details including sources, time of day and duration: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ ii.Will WKHproposed action remove existing natural barriers that could act as a noise barrier or screen? Yes No Describe: _________________________________________________________________________________________________ _________________________________________________________________________________________________________ n.Wthill propeosactioed havneoutd lighoor ting? Yes No If yes: i.Describe source(s), location(s), height of fixture(s), direction/aim, and proximity to nearest occupied structures: _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ ii.Will proposed action remove existing natural barriers that could act as a light barrier or screen? Yes No Describe: _________________________________________________________________________________________________ _________________________________________________________________________________________________________ o.Does the proposed action have the potential to produce odors for more than one hour per day? Yes No If Yes, describe possible sources, potential frequency and duration of odor emissions, and proximity to nearest occupied structures: ______________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ p. Yes No Will the proposed action include any bulk storage of petroleum (FRPELQHGFDSDFLW\RIover 1,100 gallons) or chemical productsJDOORQVLQDERYHJURXQGVWRUDJHRUDQ\DPRXQWLQXQGHUJURXQGVWRUDJH? If Yes: LProduct(s) to be stored ______________________________________________________________________________________ LLVolume(s) ______ per unit time ___________ (e.g., month, year) LLLGenerally describe WKHproposed storage facilities________________________________________________________________ ________________________________________________________________________________________________________ q. Will the proposed action (commercial, industrial and recreational projects only) use pesticides (i.e., herbicides, Yes No insecticides) during construction or operation? If Yes: i.Describe proposed treatment(s): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ ii.Will the proposed action use Integrated Pest Management Practices? Yes No r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal Yes No of solid waste (excluding hazardous materials)? If Yes: i.Describe any solid waste(s) to be generated during construction or operation of the facility: x Construction: ____________________ tons per ________________ (unit of time) x Operation : ____________________ tons per ________________ (unit of time) ii.Describe any proposals for on-site minimization, recycling or reuse of materials to avoid disposal as solid waste: x Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ x Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________ iii.Proposed disposal methods/facilities for solid waste generated on-site: x Construction: ________________________________________________________________________________________ ____________________________________________________________________________________________________ x Operation: __________________________________________________________________________________________ ____________________________________________________________________________________________________ Page 9 of 13 s. Does the proposed action include construction or modification of a solid waste management facility? Yes No If Yes: i.Type of management or handling of waste proposed for the site (e.g., recycling or transfer station, composting, landfill, or other disposal activities): ___________________________________________________________________________________ ii.Anticipated rate of disposal/processing: x ________ Tons/month, if transfer or other non-combustion/thermal treatment, or x ________ Tons/hour, if combustion or thermal treatment iii.If landfill, anticipated site life: ________________________________ years t.Will WKHproposed action at the site involve the commercial generation, treatment, storage, or disposal of hazardous Yes No waste? If Yes: i.Name(s) of all hazardous wastes or constituents to be generated, handled or managed at facility: ___________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ ii.Generally describe processes or activities involving hazardous wastes or constituents: ___________________________________ _________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iii. Specify amount to be handled or generated _____ tons/month iv.Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: ____________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ v.Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes: provide name and location of facility: _______________________________________________________________________ ________________________________________________________________________________________________________ If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ E. Site and Setting of Proposed Action E.1. Land uses on and surrounding the project site a. Existing land uses. i.Check all uses that occur on, adjoining and near the project site. Urban Industrial Commercial Residential (suburban) Rural (non-farm) Forest Agriculture Aquatic Other (specify): ____________________________________ ii.If mix of uses, generally describe: __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ b. Land uses and covertypes on the project site. Land use or Covertype Current Acreage Acreage After Project Completion Change (Acres +/-) x Roads, buildings, and other paved or impervious surfaces x Forested x Meadows, grasslands or brushlands (non- agricultural, including abandoned agricultural) x Agricultural (includes active orchards, field, greenhouse etc.) x Surface water features (lakes, ponds, streams, rivers, etc.) x Wetlands (freshwater or tidal) x Non-vegetated (bare rock, earth or fill) x Other Describe: _______________________________ ________________________________________ Page 10 of 13 c. Is the project site presently used by members of the community for public recreation? Yes No i.If Yes: explain: __________________________________________________________________________________________ d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals, licensed Yes No day care centers, or group homes) within 1500 feet of the project site? If Yes, i.Identify Facilities: ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ e. Does the project site contain an existing dam? Yes No If Yes: i.Dimensions of the dam and impoundment: x Dam height: _________________________________ feet x Dam length: _________________________________ feet x Surface area: _________________________________ acres x Volume impounded: _______________________________ gallons OR acre-feet ii.Dam=s existing hazard classification: _________________________________________________________________________ iii.Provide date and summarize results of last inspection: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ f. Has the project site ever been used as a municipal, commercial or industrial solid waste management facility, Yes No or does the project site adjoin property which is now, or was at one time, used as a solid waste management facility? If Yes: i. Has the facility been formally closed? Yes No x If yes, cite sources/documentation: _______________________________________________________________________ ii.Describe the location of the project site relative to the boundaries of the solid waste management facility: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ iii.Describe any development constraints due to the prior solid waste activities: __________________________________________ _______________________________________________________________________________________________________ g. Have hazardous wastes been generated, treated and/or disposed of at the site, or does the project site adjoin Yes No property which is now or was at one time used to commercially treat, store and/or dispose of hazardous waste? If Yes: i.Describe waste(s) handled and waste management activities, including approximate time when activities occurred: _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ h. Potential contamination history. Has there been a reported spill at the proposed project site, or have any Yes No remedial actions been conducted at or adjacent to the proposed site? If Yes: i.Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes No Remediation database? Check all that apply: Yes – Spills Incidents database Provide DEC ID number(s): ________________________________ Yes – Environmental Site Remediation database Provide DEC ID number(s): ________________________________ Neither database ii.If site has been subject of RCRA corrective activities, describe control measures:_______________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iii.Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? Yes No If yes, provide DEC ID number(s): ______________________________________________________________________________ iv.If yes to (i), (ii) or (iii) above, describe current status of site(s): _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ Page 11 of 13 v.Is the project site subject to an institutional control limiting property uses? Yes No x If yes, DEC site ID number: ____________________________________________________________________________ x Describe the type of institutional control (e.g., deed restriction or easement): ____________________________________ x Describe any use limitations: ___________________________________________________________________________ x Describe any engineering controls: _______________________________________________________________________ x Will the project affect the institutional or engineering controls in place? Yes No x Explain: ____________________________________________________________________________________________ ___________________________________________________________________________________________________ ___________________________________________________________________________________________________ E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? ________________ feet b. Are there bedrock outcroppings on the project site? Yes No If Yes, what proportion of the site is comprised of bedrock outcroppings? __________________% c. Predominant soil type(s) present on project site: ___________________________ __________% ___________________________ __________% ____________________________ __________% d. What is the average depth to the water table on the project site? Average: _________ feet e. Drainage status of project site soils: Well Drained: _____% of Vite Moderately Well Drained: _____% of site Poorly Drained _____% of Vite f. Approximate proportion of proposed action site with slopes: 0-10%: _____% of site 10-15%: _____% of site 15% or greater: _____% of site g. Are there any unique geologic features on the project site? Yes No If Yes, describe: _____________________________________________________________________________________________ ________________________________________________________________________________________________________ h. Surface water features. i.Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers, Yes No ponds or lakes)? ii.Do any wetlands or other waterbodies adjoin the project site? Yes No If Yes to either i or ii, continue. If No, skip to E.2.i. iii.Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, Yes No state or local agency? iv.For each identified UHJXODWHGwetland and waterbody on the project site, provide the following information x Streams:Name ____________________________________________ Classification _______________________ Lakes or Ponds: Name ____________________________________________ Classification _______________________t Wetlands:Name ____________________________________________ Approximate Size ___________________ Wetland No. (if regulated by DEC) _____________________________ v.Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired Yes No waterbodies? If yes, name of impaired water body/bodies and basis for listing as impaired: _____________________________________________ ___________________________________________________________________________________________________________ i. Is the project site in a designatedFloodway? Yes No j. Is the project site in the 100year Floodplain? Yes No k. Is the project site in the 500year Floodplain? Yes No l. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer? Yes No If Yes: i.Name of aquifer: _________________________________________________________________________________________ Page 12 of 13 m. Identify the predominant wildlife species that occupy or use the project site: ______________________________ ______________________________ _______________________________ ______________________________ ______________________________ _______________________________ ______________________________ n. Does the project site contain a designated significant natural community? Yes No If Yes: i.Describe the habitat/community (composition, function, and basis for designation): _____________________________________ ________________________________________________________________________________________________________ ii.Source(s) of description or evaluation: ________________________________________________________________________ iii.Extent of community/habitat: x Currently: ______________________ acres x Following completion of project as proposed: _____________________ acres x Gain or loss (indicate + or -): ______________________ acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as Yes No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare, or as a species of Yes No special concern? q. Is the project site or adjoining area currently used for hunting, trapping, fishing or shell fishing? Yes No If yes, give a brief description of how the proposed action may affect that use: ___________________________________________ ________________________________________________________________________________________________________ E.3. Designated Public Resources On or Near Project Site a. Is the project site, or any portion of it, located in a designated agricultural district certified pursuant to Yes No Agriculture and Markets Law, Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: _________________________________________________________________ b. Are agricultural lands consisting of highly productive soils present? Yes No i.If Yes: acreage(s) on project site? ___________________________________________________________________________ ii.Source(s) of soil rating(s): _________________________________________________________________________________ c. Does the project site contain all or part of, or is it substantially contiguous to, a registered National Yes No Natural Landmark? If Yes: i.Nature of the natural landmark: Biological Community Geological Feature ii.Provide brief description of landmark, including values behind designation and approximate size/extent: ___________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? Yes No If Yes: i.CEA name: _____________________________________________________________________________________________ ii.Basis for designation: _____________________________________________________________________________________ iii.Designating agency and date: ______________________________________________________________________________ ,I<HV L6SHFLHVDQGOLVWLQJHQGDQJHUHGRUWKUHDWHQHGBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ,I<HV L6SHFLHVDQGOLVWLQJBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB Page 13 of 13 e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district Yes No which is listed onWKH1DWLRQDORU6WDWH5HJLVWHUof Historic PODFHVRUWKDWKDVEHHQ GHWHUPLQHGE\WKH&RPPLVVLRQHURIWKH1<6 2IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRUOLVWLQJRQWKH6WDWH5HJLVWHU of Historic Places? If Yes: i.Nature of historic/archaeological resource: Archaeological Site Historic Building or District ii.Name: _________________________________________________________________________________________________ iii.Brief description of attributes on which listing is based: _______________________________________________________________________________________________________ f. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for Yes No archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? g. Have additional archaeological or historic site(s) or resources been identified on the project site? Yes No If Yes: i. Describe possible resource(s): _______________________________________________________________________________ ii.Basis for identification: ___________________________________________________________________________________ h. Yes No ,Vthe project site ZLWKLQILYHVPLOHVRI any officially designated and publicly accessible federal, state, or local scenic or aesthetic resource? If Yes: i.Identify resource: _________________________________________________________________________________________ ii.Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway, etc.): ___________________________________________________________________________________________________ iii.Distance between project and resource: _____________________ miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers Yes No Program 6 NYCRR 666? If Yes: i.Identify the name of the river and its designation: ________________________________________________________________ ii.Is the activity consistent with development restrictions contained in 6NYCRR Part 666? Yes No F. Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal, please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name ___________________________________ Date_______________________________________ Signature________________________________________________ Title_______________________________________ JoAnn Cornish May 22, 2019 PRINT FORM Director of Planning and Development Page 1 of 10 Full Environmental Assessment Form Part 2 - Identification of Potential Project Impacts Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency=s reviewer(s) will not necessarily be environmental professionals. So, the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2, the form identifies the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. When Part 2 is completed, the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area, complete the Coastal Assessment Form before proceeding with this assessment. Tips for completing Part 2: x Review all of the information provided in Part 1. x Review any application, maps, supporting materials and the Full EAF Workbook. x Answer each of the 18 questions in Part 2. x If you answer “Yes” to a numbered question, please complete all the questions that follow in that section. x If you answer “No” to a numbered question, move on to the next numbered question. x Check appropriate column to indicate the anticipated size of the impact. x Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box “Moderate to large impact may occur.” x The reviewer is not expected to be an expert in environmental analysis. x If you are not sure or undecided about the size of an impact, it may help to review the sub-questions for the general question and consult the workbook. x When answering a question consider all components of the proposed activity, that is, the Awhole action@. x Consider the possibility for long-term and cumulative impacts as well as direct impacts. x Answer the question in a reasonable manner considering the scale and context of the project. 1. Impact on Land Proposed action may involve construction on, or physical alteration of, NO YES the land surface of the proposed site. (See Part 1. D.1) If “Yes”, answer questions a - j. If “No”, move on to Section 2. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may involve construction on land where depth to water table is less than 3 feet.E2d b. The proposed action may involve construction on slopes of 15% or greater. E2f c. The proposed action may involve construction on land where bedrock is exposed, or generally within 5 feet of existing ground surface. E2a d. The proposed action may involve the excavation and removal of more than 1,000 tons of natural material. D2a e. The proposed action may involve construction that continues for more than one year or in multiple phases. D1e f. The proposed action may result in increased erosion, whether from physical disturbance or vegetation removal (including from treatment by herbicides). D2e, D2q g. The proposed action is, or may be, located within a Coastal Erosion hazard area. B1i h. Other impacts: _______________________________________________________ ___________________________________________________________________ "HFODZ6TF0OMZ<*GBQQMJDBCMF> 1SPKFDU %BUF FEAF2019 CBD 50, CBD 60 Amendments May 23, 2019 ✔ Page 2 of 10 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site (e.g., cliffs, dunes, NO YES minerals, fossils, caves). (See Part 1. E.2.g) If “Yes”, answer questions a - c. If “No”, move on to Section 3. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Identify the specific land form(s) attached: ________________________________ ___________________________________________________________________ E2g b. The proposed action may affect or is adjacent to a geological feature listed as a registered National Natural Landmark. Specific feature: _____________________________________________________ E3c c. Other impacts: ______________________________________________________ ___________________________________________________________________ 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water NO YES bodies (e.g., streams, rivers, ponds or lakes). (See Part 1. D.2, E.2.h) If “Yes”, answer questions a - l. If “No”, move on to Section 4. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may create a new water body. D2b, D1h b. The proposed action may result in an increase or decrease of over 10% or more than a 10 acre increase or decrease in the surface area of any body of water. D2b c. The proposed action may involve dredging more than 100 cubic yards of material from a wetland or water body. D2a d. The proposed action may involve construction within or adjoining a freshwater or tidal wetland, or in the bed or banks of any other water body. E2h e. The proposed action may create turbidity in a waterbody, either from upland erosion, runoff or by disturbing bottom sediments. D2a, D2h f. The proposed action may include construction of one or more intake(s) for withdrawal of water from surface water. D2c g. The proposed action may include construction of one or more outfall(s) for discharge of wastewater to surface water(s). D2d h. The proposed action may cause soil erosion, or otherwise create a source of stormwater discharge that may lead to siltation or other degradation of receiving water bodies. D2e i. The proposed action may affect the water quality of any water bodies within or downstream of the site of the proposed action. E2h j. The proposed action may involve the application of pesticides or herbicides in or around any water body. D2q, E2h k. The proposed action may require the construction of new, or expansion of existing, wastewater treatment facilities. D1a, D2d ✔ ✔ Page 3 of 10 l. Other impacts: _______________________________________________________ ___________________________________________________________________ 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or NO YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a, D.2.c, D.2.d, D.2.p, D.2.q, D.2.t) If “Yes”, answer questions a - h. If “No”, move on to Section 5. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may require new water supply wells, or create additional demand on supplies from existing water supply wells. D2c b. Water supply demand from the proposed action may exceed safe and sustainable withdrawal capacity rate of the local supply or aquifer. Cite Source: ________________________________________________________ D2c c. The proposed action may allow or result in residential uses in areas without water and sewer services. D1a, D2c d. The proposed action may include or require wastewater discharged to groundwater. D2d, E2l e. The proposed action may result in the construction of water supply wells in locations where groundwater is, or is suspected to be, contaminated. D2c, E1f, E1g, E1h f. The proposed action may require the bulk storage of petroleum or chemical products over ground water or an aquifer. D2p, E2l g. The proposed action may involve the commercial application of pesticides within 100 feet of potable drinking water or irrigation sources. E2h, D2q, E2l, D2c h. Other impacts: ______________________________________________________ __________________________________________________________________ 5. Impact on Flooding The proposed action may result in development on lands subject to flooding. NO YES (See Part 1. E.2) If “Yes”, answer questions a - g. If “No”, move on to Section 6. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in development in a designated floodway. E2i b. The proposed action may result in development within a 100 year floodplain. E2j c. The proposed action may result in development within a 500 year floodplain. E2k d. The proposed action may result in, or require, modification of existing drainage patterns. D2b, D2e e. The proposed action may change flood water flows that contribute to flooding. D2b, E2i, E2j, E2k f. If there is a dam located on the site of the proposed action, LVWKH dam LQQHHGRIUHSDLU RUXSJUDGH" E1e ✔ ✔ Page 4 of 10 g. Other impacts: ______________________________________________________ ___________________________________________________________________ 6. Impacts on Air NO YES The proposed action may include a state regulated air emission source. (See Part 1. D.2.f., D2hD.2.g) If “Yes”, answer questions a - f. If “No”, move on to Section 7. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. If the proposed action requires federal or state air emission permits, the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide (CO2) ii. More than 3.5 tons/year of nitrous oxide (N22) iii. More than 1000 tons/year of carbon equivalent of perfluorocarbons (PFCs) iv. More than .045 tons/year of sulfur hexafluoride (SF6) v. More than 1000 tons/year of carbon dioxide equivalent of hydrochloroflRurocarbons (HFCs) emissions vi. 43 tons/year or more of methane D2g D2g D2g D2g D2g D2h b. The proposed action may generate 10 tons/year or more of any one designated hazardous air pollutant, or 25 tons/year or more of any combination of such hazardous air pollutants. D2g c. The proposed action may require a state air registration, or may produce an emissions rate of total contaminants that may exceed 5 lbs. per hour, or may include a heat source capable of producing more than 10 million BTU=s per hour. D2f, D2g d.The proposed action may reach 50% of any of the thresholds in “a”through “c”, above. DJ e. The proposed action may result in the combustion or thermal treatment of more than 1 ton of refuse per hour. D2s f. Other impacts: ______________________________________________________ __________________________________________________________________ 7.Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. m.-q.) NO YES If “Yes”, answer questions a - j. If “No”, move on to Section 8. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a.The proposed action may cause reduction in population or loss of individuals of any threatened or endangered species, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. E2o b. The proposed action may result in a reduction or degradation of any habitat used by any rare, threatened or endangered species, as listed by New York State or the federal government. E2o c. The proposed action may cause reduction in population, or loss of individuals, of any species of special concern or conservation need, as listed by New York State or the Federal government, that use the site, or are found on, over, or near the site. E2p d. The proposed action may result in a reduction or degradation of any habitat used by any species of special concern and conservation need, as listed by New York State or the Federal government. E2p ✔ ✔ Page 5 of 10 e. The proposed action may diminish the capacity of a registered National Natural Landmark to support the biological community it was established to protect. E3c f. The proposed action may result in the removal of, or ground disturbance in, any portion of a designated significant natural community. Source: ____________________________________________________________ E2n g. The proposed action may substantially interfere with nesting/breeding, foraging, or over-wintering habitat for the predominant species that occupy or use the project site.E2m h. The proposed action requires the conversion of more than 10 acres of forest, grassland or any other regionally or locally important habitat. Habitat type & information source: ______________________________________ __________________________________________________________________ E1b i. Proposed action (commercial, industrial or recreational projects, only) involves use of herbicides or pesticides. D2q j. Other impacts: ______________________________________________________ __________________________________________________________________ 8. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) NO YES If “Yes”, answer questions a - h. If “No”, move on to Section 9. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may impact soil classified within soil group 1 through 4 of the NYS Land Classification System. E2c, E3b b. The proposed action may sever, cross or otherwise limit access to agricultural land (includes cropland, hayfields, pasture, vineyard, orchard, etc). E1a, Elb c. The proposed action may result in the excavation or compaction of the soil profile of active agricultural land. E3b d. The proposed action may irreversibly convert agricultural land to non-agricultural uses, either more than 2.5 acres if located in an Agricultural District, or more than 10 acres if not within an Agricultural District. E1b, E3a e. The proposed action may disrupt or prevent installation of an agricultural land management system. El a, E1b f. The proposed action may result, directly or indirectly, in increased development potential or pressure on farmland. C2c, C3, D2c, D2d g. The proposed project is not consistent with the adopted municipal Farmland Protection Plan. C2c h. Other impacts: ________________________________________________________ ✔ Page 6 of 10 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from, or are in NO YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.1.a, E.1.b, E.3.h.) If “Yes”, answer questions a - g. If “No”, go to Section 10. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Proposed action may be visible from any officially designated federal, state, or local scenic or aesthetic resource. E3h b. The proposed action may result in the obstruction, elimination or significant screening of one or more officially designated scenic views. E3h, C2b c. The proposed action may be visible from publicly accessible vantage points: i. Seasonally (e.g., screened by summer foliage, but visible during other seasons) ii. Year round E3h d. The situation or activity in which viewers are engaged while viewing the proposed action is: i. Routine travel by residents, including travel to and from work ii. Recreational or tourism based activities E3h E2q, E1c e. The proposed action may cause a diminishment of the public enjoyment and appreciation of the designated aesthetic resource. E3h f. There are similar projects visible within the following distance of the proposed project: 0-1/2 mile ½ -3 mile 3-5 mile 5+ mile D1a, E1a, D1f, D1g g. Other impacts: ______________________________________________________ __________________________________________________________________ 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological NO YES resource. (Part 1. E.3.e, f. and g.) If “Yes”, answer questions a - e. If “No”, go to Section 11. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur E3e b. The proposed action may occur wholly or partially within, or substantially contiguous to, an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory. E3f c. The proposed action may occur wholly or partially within, or substantially contiguous to, an archaeological site not included on the NY SHPO inventory. Source: ____________________________________________________________ E3g D 7KHSURSRVHGDFWLRQPD\RFFXUZKROO\RUSDUWLDOO\ZLWKLQRUVXEVWDQWLDOO\FRQWLJXRXV WRDQ\EXLOGLQJVDUFKDHRORJLFDOVLWHRUGLVWULFWZKLFKLVOLVWHGRQWKH1DWLRQDORU 6WDWH5HJLVWHURI+LVWRULFDO3ODFHVRUWKDWKDVEHHQGHWHUPLQHGE\WKH&RPPLVVLRQHU RIWKH1<62IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRU OLVWLQJRQWKH6WDWH5HJLVWHURI+LVWRULF3ODFHV ✔ ✔ Page 7 of 10 d. Other impacts: ______________________________________________________ __________________________________________________________________ e.If any of the above (a-d) are answered “0RGHUDWHWRODUJHLPSDFWPD\ RFFXU”, continue with the following questionsto help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part of the site or property. ii. The proposed action may result in the alteration of the property’s setting or integrity. iii. The proposed action may result in the introduction of visual elements which are out of character with the site or property, or may alter its setting. E3e, E3g, E3f E3e, E3f, E3g, E1a, E1b E3e, E3f, E3g, E3h, C2, C3 11. Impact on Open Space and Recreation The proposed action may result in a loss of recreational opportunities or a NO YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.1.c., E.2.q.) If “Yes”, answer questions a - e. If “No”, go to Section 12. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in an impairment of natural functions, or “ecosystem services”, provided by an undeveloped area, including but not limited to stormwater storage, nutrient cycling, wildlife habitat. D2e, E1b E2h, E2m, E2o, E2n, E2p b. The proposed action may result in the loss of a current or future recreational resource. C2a, E1c, C2c, E2q c. The proposed action may eliminate open space or recreational resource in an area with few such resources. C2a, C2c E1c, E2q d. The proposed action may result in loss of an area now used informally by the community as an open space resource. C2c, E1c e. Other impacts: _____________________________________________________ _________________________________________________________________ 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical NO YES environmental area (CEA). (See Part 1. E.3.d) If “Yes”, answer questions a - c. If “No”, go to Section 13. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may result in a reduction in the quantity of the resource or characteristic which was the basis for designation of the CEA. E3d b. The proposed action may result in a reduction in the quality of the resource or characteristic which was the basis for designation of the CEA. E3d c. Other impacts: ______________________________________________________ __________________________________________________________________ ✔ ✔ Page 8 of 10 13. Impact on Transportation The proposed action may result in a change to existing transportation systems. NO YES (See Part 1. D.2.j) If “Yes”, answer questions a - I. If “No”, go to Section 14. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. Projected traffic increase may exceed capacity of existing road network. D2j b. The proposed action may result in the construction of paved parking area for 500 or more vehicles. D2j c. The proposed action will degrade existing transit access. D2j d. The proposed action will degrade existing pedestrian or bicycle accommodations. D2j H.The proposed action may alter the present pattern of movement of people or goods.D2j I. Other impacts: ______________________________________________________ __________________________________________________________________ 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy. NO YES (See Part 1. D.2.k) If “Yes”, answer questions a - e. If “No”, go to Section 15. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action will require a new, or an upgrade to an existing, substation. D2k b. The proposed action will require the creation or extension of an energy transmission or supply system to serve more than 50 single or two-family residences or to serve a commercial or industrial use. D1f, D1q, D2k c. The proposed action may utilize more than 2,500 MWhrs per year of electricity. D2k d. The proposed action may involve heating and/or cooling of more than 100,000 square feet of building area when completed. D1g e. Other Impacts: ________________________________________________________ ____________________________________________________________________ 15. Impact on Noise, Odor, and Light The proposed action may result in an increase in noise, odors, or outdoor lighting. NO YES (See Part 1. D.2.m., n., and o.) If “Yes”, answer questions a - f. If “No”, go to Section 16. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may produce sound above noise levels established by local regulation. D2m b. The proposed action may result in blasting within 1,500 feet of any residence, hospital, school, licensed day care center, or nursing home. D2m, E1d c. The proposed action may result in routine odors for more than one hour per day. D2o ✔ ✔ ✔ Page 9 of 10 d. The proposed action may result in light shining onto adjoining properties. D2n e. The proposed action may result in lighting creating sky-glow brighter than existing area conditions. D2n, E1a f. Other impacts: ______________________________________________________ __________________________________________________________________ 16. Impact on Human Health The proposed action may have an impact on human health from exposure NO YES to new or existing sources of contaminants. (See Part 1.D.2.q., E.1. d. f. g. and h.) If “Yes”, answer questions a - m. If “No”, go to Section 17. Relevant Part I Question(s) No,or small impact may cccur Moderate to large impact may occur a. The proposed action is located within 1500 feet of a school, hospital, licensed day care center, group home, nursing home or retirement community. E1d b. The site of the proposed action is currently undergoing remediation. E1g, E1h c. There is a completed emergency spill remediation, or a completed environmental site remediation on, or adjacent to, the site of the proposed action. E1g, E1h d.The site of the action is subject to an institutional control limiting the use of the property (e.g.easementRUdeed restriction) E1g, E1h e. The proposed action may affect institutional control measures that were put in place to ensure that the site remains protective of the environment and human health. E1g, E1h f. The proposed action has adequate control measures in place to ensure that future generation, treatment and/or disposal of hazardous wastes will be protective of the environment and human health. D2t g. The proposed action involves construction or modification of a solid waste management facility. D2q, E1f h. The proposed action may result in the unearthing of solid or hazardous waste. D2q, E1f i. The proposed action may result in an increase in the rate of disposal, or processing, of solid waste. D2r, D2s j. The proposed action may result in excavation or other disturbance within 2000 feet of a site used for the disposal of solid or hazardous waste. E1f, E1g E1h k. The proposed action may result in the migration of explosive gases from a landfill site to adjacent off site structures. E1f, E1g l. The proposed action may result in the release of contaminated leachate from the project site. D2s, E1f, D2r m. Other impacts: ______________________________________________________ __________________________________________________________________ ✔ Page 10 of 10 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. NO YES (See Part 1. C.1, C.2. and C.3.) If “Yes”, answer questions a - h. If “No”, go to Section 18. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action’s land use components may be different from, or in sharp contrast to, current surrounding land use pattern(s). C2, C3, D1a E1a, E1b b. The proposed action will cause the permanent population of the city, town or village in which the project is located to grow by more than 5%. C2 c. The proposed action is inconsistent with local land use plans or zoning regulations. C2, C2, C3 d. The proposed action is inconsistent with any County plans, or other regional land use plans. C2, C2 e. The proposed action may cause a change in the density of development that is not supported by existing infrastructure or is distant from existing infrastructure. C3, D1c, D1d, D1f, D1d, Elb f. The proposed action is located in an area characterized by low density development that will require new or expanded public infrastructure. C4, D2c, D2d D2j g. The proposed action may induce secondary development impacts (e.g., residential or commercial development not included in the proposed action) C2a h. Other: _____________________________________________________________ __________________________________________________________________ 18. Consistency with Community Character The proposed project is inconsistent with the existing community character. NO YES (See Part 1. C.2, C.3, D.2, E.3) If “Yes”, answer questions a - g. If “No”, proceed to Part 3. Relevant Part I Question(s) No, or small impact may occur Moderate to large impact may occur a. The proposed action may replace or eliminate existing facilities, structures, or areas of historic importance to the community. E3e, E3f, E3g b. The proposed action may create a demand for additional community services (e.g. schools, police and fire) C4 c. The proposed action may displace affordable or low-income housing in an area where there is a shortage of such housing. C2, C3, D1f D1g, E1a d. The proposed action may interfere with the use or enjoyment of officially recognized or designated public resources. C2, E3 e. The proposed action is inconsistent with the predominant architectural scale and character. C2, C3 f. Proposed action is inconsistent with the character of the existing natural landscape. C2, C3 E1a, E1b E2g, E2h g. Other impacts: ______________________________________________________ __________________________________________________________________ ✔ ✔ PRINT FULL FORM