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HomeMy WebLinkAbout05-16-17 Planning and Development Board Project Review Committee Meeting Agenda“An Equal Opportunity Employer with a commitment to workforce diversification.” 1 of 3 REVISED PLANNING & DEVELOPMENT BOARD PROJECT REVIEW COMMITTEE & DESIGN REVIEW COMMITTEE NOTICE OF MEETING & AGENDA TO: City of Ithaca Project Review Committee (Planning & Development Board) FROM: Lisa Nicholas, Senior Planner DATE: May 15, 2017 SUBJECT: Agenda for Project Review Committee Meeting: TUESDAY, MAY 16, 2017 The Project Review Committee Meeting is scheduled to begin at 8:30 a.m. in the Second Floor Conference Room, City Hall, 108 E. Green St. Please call Lisa Nicholas at 274-6550, if you cannot attend or you require additional information. Joint Project Review and Design Review Committee Meeting 8:30 Project: Residential Mixed Use (DeWitt House) Location: 310-314 N Cayuga Street Applicant: Kimberly Michaels, Trowbridge Wolf Michaels for Frost Travis, Owner Anticipated Board Action(s) in May: Declaration of Lead Agency, Public Hearing & Review of FEAF Parts 2 & 3 Project Description: The applicant proposes to construct a four-story mixed use building that has footprint of 25,640 SF and 86,700 gross SF. The building will contain 2,000 SF of community space, 1,160 SF of commercial space and four apartments on the ground floor, 54 apartments and amenity space on the upper floors and underground parking (32 space) bike storage and mechanicals. The underground parking will be accessed via a ramp on Court Street. Exterior amenities will include landscaping and street trees, a street level semi-public plaza and a first floor residents’ plaza. The new building will use a portion of the exiting building foundation. A deep foundation system is proposed to support the building. The project is in the CBD-50 Zoning District and the Dewitt Park Local Historic District. The project received a Certificate of Appropriateness from the Ithaca Landmarks Preservation Commission on February 14, 2017. This is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”) §176-4 (1) (h)[4], (k) and (n) and the State Environmental Quality Review Act (“SEQRA”) § 617.4 9 (b) (9) and is subject to environmental review. 8:50 Project: Townhomes (8 Units) Location: 323 Taughannock Blvd Applicant: Noah Demarest for Rampart Real LLC Anticipated Board Action(s) in May: Public Hearing & Determination of Environmental Significance Project Description: The applicant is proposing construction of 8 attached townhomes on the 0.242 acre lot. The townhomes will contain up to 2 dwelling units each for a maximum total of 16 units with up to 24 bedrooms. The project includes an 8 space parking area that is accessed through the adjacent City-owned parking lot. The project includes some improvements to the city-owned parking lot. The project also includes an asphalt walkway along the CITY OF ITHACA 108 E. Green St. — Third Floor Ithaca, NY 14850-5690 DEPARTMENT OF PLANNING, BUILDING, ZONING, & ECONOMIC DEVELOPMENT Division of Planning & Economic Development Telephone: Planning & Development – 607-274-6550 Community Development/IURA – 607-274-6559 E-Mail: dgrunder@cityofithaca.org “An Equal Opportunity Employer with a commitment to workforce diversification.” 2 of 3 Old Cayuga Inlet, landscaping and lighting. The project site is in an area currently under study for an Area Plan as a part of the Phase II of the Comprehensive Plan. Since this planning effort will likely result in changes in zoning requirements in this area, the City has rezoned the entire area to a Temporary Mandatory Planned Unit Development (TMPUD) Zone, until the Area Plan is complete. Therefore, the project sponsor has also applied to Common Council for a TMPUD. This is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”) §176-4 (1) (h)[2] and (k) and the State Environmental Quality Review Act (“SEQRA”) § 617.4 9 (b) (11) and is subject to environmental review. Project Review Committee Meeting Only 9:10 Project: Apartments- 5 Units Location: 118 College Ave Applicant: Visum Development Group Anticipated Board Action(s) in May: Consideration of Preliminary & Final Approval Project Description: The applicant proposes to construct a 4-story apartment building containing five dwelling units with a total of 28 bedrooms. The project is expected to attract primarily student tenants. Site improvements include walkways landscaping and a retaining wall with and terrace. All above-ground apartments will have a balcony facing College Ave. Site development will require the removal of the exiting house with its associated retaining walls, driveway curbcut, walkways and two mature trees. The project site is in the CR-4 Collegetown Area Form District (CAFD) and has received Design Review. As no parking is proposed for the project, the applicant will submit a Transportation Demand Management Plan (TDMP) for approval by the Planning Board in accordance with district regulations. This is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”), and the State Environmental Quality Review Act (“SEQRA”), for which the Planning Board, acting as Lead Agency, issued a Negative Declaration of Environmental Significance on April 25, 2017. 9:30 Project: Apartments (60 Units) Location: 232-236 Dryden Road Applicant: Noah Demarest of Stream Collaborative for Visum Development Group Anticipated Board Action(s) in May: Declaration of Lead Agency and Public Hearing Project Description: The applicant is proposing to construct two four-story apartment buildings that will contain 60 dwelling units with 191 bedrooms. Two buildings are proposed in order to allow for each building to have a different grade plane (which will minimize heights near buildings on adjacent properties) and to bring the lowest (basement) floor level of the building facing Dryden Road closer to street level. Site development will require the removal of the existing apartment building, shed, parking areas and walkways. Site improvements will include a pedestrian connection from Dryden Road to Summit Ave, retaining walls, landscaping, walkways and exterior bike racks. Parking for 37 bikes will be provided inside the buildings. The project site is in the CR-4 Collegetown Area Form District (CAFD) and requires Design Review. As no parking is proposed for the project, the applicant will submit a Transportation Demand Management Plan (TDMP) for approval by the Planning Board in accordance with district regulations. This is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”) §176-4 (1) (k) and the State Environmental Quality Review Act (“SEQRA”) § 617.4 9 (11) and is subject to environmental review. 9:50 Project: City Centre Location: 301 E. State St./M.L.K, Jr. St. Applicant: Jeff Smetana for Newman Development Group, LLC Anticipated Board Action(s) in May: Consideration of Conditions of Site Plan Approval Project Description: The applicant proposes to redevelop the 0.759-acre site with an 8-story, 106’-tall, 187,536-GSF mixed-use building, with approximately 10,800 SF of new ground-floor retail space and 10,700 SF of building amenity “An Equal Opportunity Employer with a commitment to workforce diversification.” 3 of 3 and support space on the ground level. Upper floors will have a mix of unit types (studio, 1-, and 2-BR) for a total of 193 units. The ground level also includes a loading/delivery/trash area with vehicular access provided from N. Aurora Street to a circular drop-off area. The main vehicular access to the site is off E. Green Street to a below-grade parking deck with 72 parking spaces and bicycle storage. The project is in the CBD-120 Zoning District, and requires a Zoning Variance for rear yard setback. The project has received Design Review. This is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”), §176-4 B. (1) (h) [4], (i), (k), and (n), and the State Environmental Quality Review Act (“SEQRA”), §617.4 (6.)(iv), and (11), for which the Lead Agency issued a Negative Declaration of Environmental Significance on December 20, 2016. 10:10 Zoning Appeals #3068, 111 the Knoll, Area Variance #3071, 324 S Cayuga St (Pritchard’s), Area Variance #3072, 701 Taughannock Blvd, Sign Variance 10:20 Agenda Review for 5-23-17 10:40 Adjournment cc: Mayor Svante Myrick & Common Council Dr. Luvelle Brown, Superintendent, ICSD Jay Franklin, Tompkins County Assessment If you have a disability & would like specific accommodation 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) before the meeting. Trowbridge Wolf Michaels Landscape Architects LLP 1001 West Seneca Street, Suite 201 Ithaca, New York 14850 ph: 607.277.1400 www.twm.la May 9, 2017 JoAnn Cornish, Director of Planning and Development Department of Planning and Development City of Ithaca 108 East Green Street Ithaca, NY 14850-5690 Re: Site Plan Review additional information for the Dewitt House Project at 310-314 North Cayuga St. Dear JoAnn and Members of the Planning Board: This letter transmits to you additional materials for the Site Plan Review of the Dewitt House project at 310- 314 North Cayuga Street. A summarized description of the additions and changes are included below, and the supplemental documentation is also attached. SITE PLAN REVIEW APPLICATION SUBMISSION The cover for the Site Plan Review Application submitted on March 14, 2017 had an address listed to include 119 West Court Street in addition to 310-314 North Cayuga Street. This was left in from early in the process when Lifelong considered combining their property at 119 West Court Street with Dewitt House. A revised cover is in the attached supplemental documentation. PUBLIC NOTICE The Tompkins County Assessor’s Office was contacted to obtain a list of addresses of all property owners within 200 feet. of the proposed project and a letter and site plan was sent on May 3, 2017. The Letter and list of addresses has been included in the attached supplemental documentation. The Public Notice signs were posted on May 3, 2017 on West Court Street and North Cayuga Street. The date/time stamped photos are included in the attached supplemental documentation. FIRE ACCESS The Ithaca Fire Chief, Tom Parsons was contacted regarding access to the building from West Court Street and North Cayuga Street by the fire department. He has no concerns regarding the proposed project The correspondence from Chief Parsons has been included in the attached supplemental documentation. NYSEG CAPACITY The proposed building has been located to maintain the minimum separation distance from the high-voltage overhead electric lines. NYSEG was unable to confirm capacity in their system for this project, as the electrical loads are not finalized and no load sheets have been submitted. Once the electrical design is finalized, the load sheets will be completed and submitted for NYSEG’s review. 2 of 3 PHASE I ENVIRONMENTAL GeoLogic NY, Inc. has provided a Phase I ESA report. The report is 403 pages total, (1) hard copy has been submitted to Lisa Nicholas and the full report has also been submitted electronically. FURNISHINGS Cut sheets for proposed lighting, benches, bike racks and planters are included in the attached supplemental documentation. SITE PLAN / PLANTING PLAN Site Plan and Planting Plan adjustments were made to comply with Planning Board comments. The (6) trees closest to the face of the building on West Court Street have been changed from eastern redbud to columnar magnolias (Magnolia x ‘Sun Spire’) as shown on the revised landscape plan (L401). MITIGATION OF DUST AND RUNOFF DURING DEMOLITION Several methods will be employed for dust control on the site. External dust control measures will involve stabilized construction entrances and keeping existing sidewalks in place as long as possible to provide stabilized working surfaces. Once sidewalks are removed the stone subbase will remain undisturbed, which will continue to provide a stabilized work surface. Internal dust control measures will primarily involve demolition of concrete. Concrete dust is known to contain silicone particles, which are harmful when breathed in. The use of misted water eliminates this potential health hazard. If water that has come in contact with concrete dust escapes the building the standard erosion control measures, such as inlet filters and silt fence, will be sufficient to protect adjacent storm drains. DEMOLTION Construction activities for the Dewitt House are expected to take 16-18 months. The project will consist of two phases, deconstruction and new construction. The deconstruction/demolition phase will generally consist of the following sequence of events and last approximately four month’s total: 1. Abatement of interior hazardous materials will last approximately two months consisting of identification of areas to be abated, set up of negative air and air monitoring equipment and on- site (in building) collection and abatement of all areas. 2. While the abatement is being finished on an area by area basis, sections will be released to the construction teams for selective demolition. In order, they will be: a. Removal of interior finishes b. Removal of building systems c. Removal of mechanical and other equipment d. Interior walls and framing 3. Following completion of the abatement, and as the interior selective demolition progresses, the exterior removal will begin and will take about two months. This will include: 3 of 3 a. Removal of the exterior building skin, precast and brick. The precast will be cut away and lowered by crane onto trailer trucks to be taken off site for recycling. b. Removal of the brick will be accomplished by selectively removing sections of brick wall with assistance from either scaffolding or man lifts. This material will be collected by small rubber tire machines and moved to a location on the site, to then be loaded out into 10 wheel dump trucks and taken to an off-site location to be crushed for recycling. c. The final stage will be to remove the steel frame structure and floor systems via crane. This will be accomplished by engineered cutting, crane removal, loading onto trailer trucks and taken off site to be recycled. 4. The logistics of crane location, on-site collection area and staging and exit routes off site, are shown on the attached logistics plan During the construction phase the existing trees will be fenced and protected from removal or damage. No roadways will be closed but during the project it is expected that the contractor will request closure of the eight foot roadway parking lane along both Cayuga and Court Streets to perform the work and to provide a safety buffer between the project and traffic. The contractor believes the crane will be on site beginning with the demolition phase and ending once the new structure and exterior is in place. In addition to the crane, there will be two to three of the contractors vehicles parked on site during the construction period. These will be for the site superintendent and van(s) to transport workers. All workers will be required to park off site at a pre- determined location and will be brought to and from the site in a 15 passenger van owned by the contractor. The total number of worker on site workers is expected to be between 50-75 people. The entire site will be fenced with a six foot high security fence with a screening cover. Additionally, flagman will be on-site full time to control truck traffic leaving the site and mitigate mud in the streets. During the demolition and pile driving phase, noise producing work will be performed during limited hours, 8:00 to 4:30, five days a week, to reduce noise disturbance to the neighbors. The contractor will provide communication to outreach to the neighborhood before construction begins and during major steps in the process to keep neighbors informed of construction activities and provide their access to site superintendents. LIFELONG INCREASE IN CLASSES – IMPACT ON TRAFFIC SRF Associates have provided supplementary information to address the comments submitted by the City of Ithaca Traffic Engineer regarding any anticipated additional trip generation by Lifelong. The report has been included in the attached supplemental documentation. On behalf of those involved, we look forward to reviewing the project with you and members of the Planning and Development Board at the May 23rd Planning Board meeting. At this meeting, we hope to complete the public hearing and environmental review. Sincerely, Kimberly Michaels Principal SITE PLAN REVIEW APPLICATION Dewitt House 310-314 North Cayuga Street Ithaca, New York March 14, 2016 310-314 NOTICE OF APPLICATION FOR SITE PLAN APPROVAL IN THE CITY OF ITHACA, NY TO: Owners of property within 200 feet of 119 Court Street & 310-314 North Cayuga Street (Street address of project site) FROM: Travis Hyde Properties (Project owner or owner's agent) DATE: 05/02/ 2017 I/We have applied to the City of Ithaca's Planning & Development Board for Site Plan Approval for the following project: Project Location: 119 Court Street & 310-314 North Cayuga Street (Street address) Owned by: Tompkins County (Owner of property) Project Description: The applicant proposes to construct a four-story mixed use building that has footprint of 25,640 SF and 86,700 gross SF. The building will contain 2,000 SF of community space, 1,160 SF of commercial space and four apartments on the ground floor, 54 apartments and amenity space on the upper floors and underground parking (32 space) bicycle storage and mechanicals at the lower level. The underground parking will be accessed via a ramp on Court Street. Exterior amenities will include landscaping and street trees, a street level semi-public plaza and a first floor residents’ plaza. The new building will use a portion of the exiting building foundation. A deep foundation system is proposed to support the building. The project is in the CBD-50 Zoning District and the Dewitt Park Local Historic District. The project received a Certificate of Appropriateness from the Ithaca Landmarks Preservation Commission on February 14, 2017. This is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”) §176 -4 (1) (h)[4], (k) and (n) and the State Environmental Quality Review Act (“SEQRA”) § 617.4 9 (b) (9) and is subject to environmental review. City regulations require you be notified of this application, in case you have questions or wish to attend the Planning Board meeting, which is scheduled on: May 23, 2017 , 6:00 at (Date) (Time) City of Ithaca Town Hall, 215 North Tioga Street, 3 rd Floor Council Chambers. (Location) Anyone may speak to the Board at the scheduled meeting, and written comments can be given or mailed to the Planning & Development Board at 108 E. Green Street, Ithaca, NY 14850. Attached is the proposed site plan. You may view the complete application either: (1) at the Division of Planning & Economic Development, Third Floor, City Hall, 108 E. Green Street, Ithaca; or (2) on the City’s website: www.cityofithaca.org. For further information on the application, please contact: Kimberly Michaels, Principal, Trowbridge Wolf Michaels Landscape Architects LLP 607-277-1400 (Name of applicant or agent) (phone number) or the Division of Planning & Economic Development at 607‐274‐6550. Product Data Sheet Landscape Forms tables are durable, weather-resistant furniture solutions for courtyards, campuses and cafes, parks and private outdoor settings.Stainless steel Catena tops have a handsome random-patterned matte finish and smooth, rolled edge. Steelhead tops sport a tubular frame that lends them a distinctive profile. Marneaux tops, made from a 100% acrylic resin solid surface, are good looking and scratch-stain- chip- and crack-resistant. Four base styles enable tables to be freestanding, surface-mounted or embedded, to meet individual project requirements. 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Specifications are subject to change without notification HessAmerica > Products > Lighting Products > Illuminating Bollard > CITY ELEMENTS Page 1 http://www.hessamerica.com/Products/Lighting/Illuminating_Bollard/CITY_ELEMENTS/ Model Watt Lamp Distribution Volt Mounting Finish Option CE180/P3/ AR450 39 M - Ceramic Metal Halide L1.1S - Type V UNV - 120-277V CR01 - Internal flange w/ anchor bolts SG - Silver Grey GFCI/IU - Internal GFCI Receptacle CE180/ P3.5/ AR450 20 L1.1A - Type III CR02 - External flange w/ anchor bolts &amp; base cover DG - Dark Grey N - None CE180/P4/ AR450 GG - Graphite Grey BL - Black CC - Custom Color Ordering Information CITY ELEMENTS 180 AR Specification Illuminating bollard is part of the comprehensive CITY ELEMENTS product family of modular light columns. The slender 7'' diameter bollard gracefully enhances pedestrian pathways. Mounting options include internal flange with anchor bolts or external flange with anchor bolts with base cover. Extruded aluminum shaft and housing are finished in finely textured paint. Standard colors; matte silver grey metallic, dark grey, graphite grey, or black. Special colors available. All hardware is stainless steel. Consult on-line Configurator at www.hessamerica.com for additional technical information. CSA Certified for Wet Locations. Specifications are subject to change without notification HessAmerica > Products > Lighting Products > Illuminating Bollard > CITY ELEMENTS Page 2 http://www.hessamerica.com/Products/Lighting/Illuminating_Bollard/CITY_ELEMENTS/ CITY ELEMENTS 180 AR Specification HOUSING Bollard shaft is extruded from 6061-T6 aluminum with nominal diameter of 7.1" and wall thickness of 0.28". Luminaire consists of upper housing element and cylindrical lens bonded to the bollard shaft. Cylindrical lens is clear acrylic with thickness of 0.16". Optical and electrical unit with machined aluminum cap installs into the luminaire from the top. The removable assembly is secured with a single stainless steel thumbscrew concealed within the bollard shaft and accessed via the hand hole. Single piece silicone gasket provides weather-tight seal when installed. Electrical quick disconnect facilitates ease of maintenance when removing or replacing the assembly. Flush mounted hand hole cover is plasma cut with kerf not to exceed 1/8" and includes triangular tamper-resistant locking device. Machined aluminum flange plate is 1/2" thick and welded to the shaft. Bollard is available in 3', 3.5', and 4' heights. All hardware is stainless steel. OPTICS Vertical lamp is positioned within the facetted reflector for optimal distribution. Reflector is formed from high-reflectance pre-anodized aluminum with textured micro-surface to efficiently distribute light and minimize brightness. Specify Type V or Type III distribution pattern. ELECTRICAL Ceramic metal halide electronic ballast shall be Sound Rated A and Outdoor Type 1 rated. Ballast shall have a minimum high power factor rating of 95%. Total harmonic distortion shall be less than 10%. Ballast shall be capable of reliable starting to -20°F (-30°C) at nominal line voltage. Ballast is UL and CSA recognized. G8.5 porcelain socket is 500v-10A, 5kV pulse rated. LAMPING 39w T4 ceramic metal halide - CDM 35/TC/830 20w T4 ceramic metal halide - CDM Elite 20/TC/830 BUG RATING 39w: Type III: B1-U2-G1 / Type V: B2-U1-G1 20w: Type III: B0-U2-G0 / Type V: B1-U1-G1 MOUNTING Bollard with external flange mounts installs onto four 1/2" x 15" x 3" galvanized steel anchors embedded into concrete foundation (by others). Base cover is fabricated from 0.080" spun aluminum and finished to match luminaire. Anchor bolts may be pre-shipped in advance on request. Internal flange mount installs onto four 1/2" x 15" x 3" galvanized steel anchors embedded into concrete foundation (by others). Anchor bolts may be pre-shipped in advance on request. FINISH Standard finish is finely textured matte silver grey metallic, dark grey, graphite grey or black. Special colors available on request. WARRANTY Limited product warranty period is three years. Lamp and ballast shall carry the manufacturer's limited warranty. CERTIFICATION CSA Certified for Wet Locations A3L502A5L502A7L502A1L502CWS3IVJ3IGS12HQP6HIA1MSS6PCJ9RAG7RAG12RAG7BSS4TCD4TCD4HQP4TCD6HQP8HMP7HMP2IVR6IVJ2CAB5IGS2MKA6BSD11JSB20TCD4HMP9HQP7RAG3BSS11BSS5BSS8BSS7IVR5IVR2IVJ2IGS6IGS6IVR7PMM3PMM2IVR6FIL4IVJ2IGS18HMA28PAL12PAL15HIA1CSW7JSB20JSB19BSD4BSD4PMM6PMM8PMM5PMM6PAL6PAL6PAL12PAL4IGS2IGS4IGS2AKA7IVR7CAB7JSB24HQP6MDJ4CCA2SHRUB PLANTINGTREE PLANTINGTREE PLANTING AT STRUCTURAL SOIL“ PVH35MKS1SODFile: T:\PROJECTS\Dewitt House\ACAD\TWMLA-DH-BASE.dwg Plot Date: 5/4/2017 L401PLANTING PLANGENERAL SHEET NOTES - PLANTING1. ALL PLANTING BEDS TO BE PREPARED AS SPECIFIED: SHRUB BEDS TO BE PREPARED IN THEIRENTIRETY WITH 24" OF PLANTING SOIL MIX. TREE PITS TO BE DUG TO DEPTH OF ROOTBALL BY 3XTHE DIAMETER. LAWN AREAS TO BE PREPARED WITH 4" OF TURF SOIL AS PER SPECIFICATIONSAND DETAIL.2. AFTER BEDS ARE PREPARED, THE LANDSCAPE CONTRACTOR IS TO LOCATE TREES, SHRUBS ANDPERENNIALS AS SHOWN ON PLANS. TREE, SHRUB AND PERENNIAL LOCATIONS ARE TO BEAPPROVED BY LANDSCAPE ARCHITECT BEFORE THEY ARE PLANTED.3. NO PLANTS ARE TO BE PLANTED UNDER ROOF OVERHANGS OR CANOPIES.4.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT ARE NOT SHOWN AS BUILDING,PAVED, PLANTED BED, SOD OR MULCH ARE TO BE SEEDED AS LAWN.5. ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI 260.1 "AMERICANSTANDARD FOR NURSERY STOCK".6. MAINTAIN AND WARRANTY ALL LIVING PLANT MATERIAL AS PER SPECIFICATIONS.7. JUTE MESH EROSION CONTROL BLANKET TO BE INSTALLED ON ALL SLOPES 3:1 OR GREATERPRIOR TO SEEDING OR PLANTING.8. HAND DIG AND PLANT SHRUBS AND PERENNIALS WITHIN CANOPY OF EXISTING TREES. PROTECTROOTS OF EXISTING TREES DURING INSTALLATION.9. TURF IS TO BE ESTABLISHED EARLY ENOUGH TO ACHIEVE 80% COVERAGE BY THE END OF THEGROWING SEASON.10. SEE L401 FOR SOILS.EXISTING TREE TO REMAINLEGENDNEW SHRUBS ANDPERENNIALSCONTRACT LIMIT LINE0020'40'A5L502A7L502DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEFG1234567891012345678910ArchitecturePlanningInterior Design619 West State StreetIthaca NY 14850p 607.273.7600 f 607.273.0475March 14, 2017DEWITT HOUSE - ITHACA, NY TRAVIS HYDE PROPERTIES 1001 W. Seneca St., Ste. 201 Ithaca, NY 14850607-277-1400 Fax 607-277-6092WARNING: It is a violation ofNew York State Law for anyperson, unless acting under thedirection of a licensed Architect,to alter this document in anyway. If a document bearing theseal of an Architect is altered,the altering Architect shall affix tosuch document his seal and thenotation "altered by" followed byhis signature, the date of suchalteration, and a specificdescription of the alteration.PROGRESSPRINTNOT FOR CONSTRUCTIONOR BIDDING15029VV / JVBTOMPKINS COUNTY LIBRARY REDEVELOPMENTREVISIONS123 STRUCTURAL SOILTREE SPECIES REV. 05-09-1711 NO PARKING NO PARKING APPROX NEW BUILDING FOOTPRINT ESTAGING AREA DPOTENTIAL CRANE LOCATION CPEDESTRIAN DETOUR BTRUCK TRAFFIC ACONSTRUCTION FENCE LEGEND E D D CB A May 9, 2017 Traffic Engineering Department 108 E. Green Street Ithaca, New York 14850 Attn: Mr. Eric Hathaway, Transportation Engineer RE: Proposed DeWitt House Development, City of Ithaca, NY Updated Transportation Demand Management (TDM) Study Response to City of Ithaca Traffic Engineering Review Comments, Phone Call 5/1/2017 Dear Mr. Hathaway: This letter was prepared to address summarized review comments you provided Ms. Kimberly Michaels of Trowbridge Wolf Michaels regarding the above referenced project. The Updated TDM Study (March 13, 2017) described the proposed project, and anticipated trip generation and parking impacts. Information about the proposed Lifelong component described within the Study was provided by Lifelong. The Study assumed the proposed space to be used by Lifelong would complement pre-existing Lifelong operations at 119 W. Court Street. Currently, Lifelong’s schedule depicts no more than two activities per day in the existing facility from 10:00 AM to 3:00 PM (http://www.tclifelong.org/calendar/2017-05/). There are currently nine social groups meeting weekly or monthly, and daily health and wellness classes meeting at varying times (http://www.tclifelong.org/activities/). It is reasonable to assume one to two additional activities in the new Community Room during the same time frame and evening community activities several times a week. The estimated trip generation and parking demand was assumed to be a conservative, worst case scenario. Each class was assumed to be attended by its maximum capacity per building code (50 attendees). On average, class sizes will be less. It is known, as stated in the Updated TDM Study, that class attendees are likely to travel via alternative modes of transportation (walking, bicycling, transit). Additionally, attendees may likely travel with one another, thus not count as a single-occupant vehicle (SOV); this Study assumed all attendees arriving via SOV. It was shown in the Study that during peak conservative operations, the existing parking supply within the study area can accommodate the projected demand. Lifelong attendees are directed to park further than the 400-foot survey area the Study observed, likely increasing the available parking supply. Based on our conservative analysis, the projected impacts from the proposed project can be accommodated by the existing transportation system. 3495 Winton Place Building E, Suite 110 Rochester, NY 14623 phone 585.272.4660 fax 585.272.4662 Phone: 607.379.9175 Email: whitham@whithamdesign.com 142 East State Street, Rear Ithaca, NY 14850 May 11, 2017 Lisa Nicholas Division of Planning and Economic Development, City of Ithaca 108 E. Green Street, 3rd Floor Ithaca, N.Y. 14850 Re: 301 East State Street – Site Plan Review— Conditions of Final Approval Update Dear Lisa: Thank you for reviewing this update on the plans for the redevelopment of 301 E. State Street. At our last meeting at the Project Review Committee Meeting of February 14, 2016 we discussed holding a submittal to the Planning Board until the spring, by which time several questions will have been fully satisfied. On behalf of the developer and design team, we are attaching documentation as evidence of compliance with the Conditions of Final Site Plan Approval, as detailed in the Approved Resolution dated January 24, 2017. Items in blue have been meet. Items in gray will be addressed at a future date. Items in bold are being addressed in this submission. Items in red cannot be met. i. Granting of the required area variance by the Board of Zoning Appeals before the applicant can seek Final Site Plan Approval, and VARIANCE GRANTED BY BZA ON 02/07/2017 ii. Approval specifically excludes all signage, which will be reviewed and approved at such time as the applicant has prepared a full sign package, and SIGNAGE TO BE DESIGNED AND SUBMITTED FOR APPROVAL AT A FUTURE DATE. iii. Submission of a revised planting plan with removal of dotted line indicating underground tree well, 
 REVISION INCLUDED IN THIS SUBMISSION. (p2-4) iv. Submission to the Planning Board for review and approval of all site details including but not limited to exterior furnishings, bollards, paving, railings, signage, lighting, etc., and 
 DETAILS INCLUDED IN THIS SUBMISSION (p 12-15, 18) Phone: 607.379.9175 Email: whitham@whithamdesign.com 142 East State Street, Rear Ithaca, NY 14850 v. Submission of revised lighting plan showing all exterior lighting, and 
 COMPLETED. (p 16-17) vi. Submission of revised elevation showing of façade facing Aurora St Bridge as shown in drawing SK02 dated 1-11-17 showing 1) brick replacing gray panel on first floor and 2) vertical ‘slot’ adjacent to tower as either all glass or a lighter grey panel, and 
 INCLUDED IN THIS SUBMISSION, 1) GRAY PANEL HAS BEEN REPLACED WITH BRICK TO THE LEFT OF THE STAIR TOWER, PANEL TO RIGHT OF STAIR TOWER HAS BEEN CHANGED TO AN OPENING TO A VESTIBULE FOR STAIRTOWER AND MECHANICAL ROOM ENTRANCES. 2) VERTICAL ‘SLOT’ ON SOUTH ELEVATION HAS BEEN ENTIRELY ELIMINATED WITH THE EXPANSION OF THE STAIR TOWER. (p 19, 23) vii. Submission of revised elevations showing taller windows, a row of transom windows, upper glass block, or one differentiated upper cladding color on the eighth floor of the dark towers facing E. State Street, and 
 THE UPPER PANEL HAS BEEN ASSIGNED A DARKER PANEL COLOR (p19-20) viii. Submission of a plan showing addition of bollards at corner of Aurora and E State/MLK St. such that bollards protect the pedestrian ramp, and 
 REVISION TO BOLLARDS HAS BEEN MADE WITH ONE BOLLARD AT EACH END OF PEDESTRIAN RAMP. (p2-4) ix. Any work in the City Right of Way will require a Street Permit, and 
 ALL RELEVANT PERMITS WILL BE OBTAINED x. Transformer, if needed, will be located such that it is not visible from the public right of way, and 
 BASED ON MEETING WITH NYSEG ON 02/09/2017, THE REQUIREMENTS FOR THE TRANSFORMER REQUIRE THE DOORS TO FACE THE SIDEWALK AND REMAIN UNOBSTRUCTED. THE REQUIREMENTS FOR THE SIGNAL REQUIRE A CLEAR 10’ ON ALL FOUR SIDES OF THE BOX, WITH NO OBSTRUCTIONS. BECAUSE OF THESE REQUIREMENTS, NEITHER CAN BE SCREENED FROM THE PUBLIC RIGHT-OF-WAY. xi. Bike racks must be installed before a certificate of occupancy is granted. 
 BIKE RACKS ARE PLANNED AND WILL BE INSTALLED. xii. Submission of new northwest roof terrace plan to include more greenery that will be clearly visible from the east end of the Commons, and 
 REVISION INCLUDED IN THIS SUBMISSION. (p11) Phone: 607.379.9175 Email: whitham@whithamdesign.com 142 East State Street, Rear Ithaca, NY 14850 xiii. Submission of revised roof plan pulling back rooftop utility screen from northwest corner of building (so it will be unseen from the east end of the Commons), and 
 REVISION INCLUDED IN THIS SUBMISSION. (p26-27) xiv. Submission of revised large-scale drawing refining the proposed streetscape (and streetscape furniture) plan to better accommodate pedestrian traffic flows near building entrances, and 
 REVISION INCLUDED IN THIS SUBMISSION. (p4) xv. Submission of missing elevation showing the East side of the building’s Aurora Street wing, and REVISION INCLUDED IN THIS SUBMISSION. (p23) xvi. Submission of material sample board sheet, showing all currently proposed materials, and demonstrating that the Nichiha panels will display clear shadow-lines at all edges, and 
 INCLUDED IN THIS SUBMISSION. (p19-24) xvii. Submission of responses to all other issues raised at the January 17, 2017 Project Review Committee meeting, and 
 AS FAR AS WE UNDERSTAND, ALL ISSUES HAVE BEEN ADDRESSED xviii. Noise at producing construction shall be limited to the hours of 7:30 A.M and 7:30 P.M., Monday through Friday, and THIS PROJECT WILL COMPLY 
 xix. Staging plan must be approved by the Building Division and Engineering before issuance of a building permit. STAGING PLAN WILL BE SUBMITTED FOR APPROVAL BY THE BUILDING DEPARTMENT. xx. This site plan approval does not preclude any other permit that is required by City Code, such as sign permits, tree permits, street permits or in this case, a permit to occupy a portion of city sidewalk for outdoor dining. ALL RELEVANT PERMITS WILL BE OBTAINED Phone: 607.379.9175 Email: whitham@whithamdesign.com 142 East State Street, Rear Ithaca, NY 14850 Other changes have been made to the plan since it was last reviewed. Many changes are non- substantive. Some site changes are of more significance, and are often the result of meeting various code requirements or project limitations. Some of these changes overlap with the changes asked for as part of the Conditions for Final Approval. The site changes include (starting at NW corner and moving clockwise): 1. Repositioning of bollards. 2. Shrinking of café areas along East State Street to create better access to doorways and to enable smoother pedestrian flow around street trees and lamps. Some of this was achieved by slight repositioning the doorways, some by reducing seating area. 3. Change in quantity of street lamps. Photometric studies for the site lighting, the on- building lighting, combined with the lighting across the street, showed that only 3 street lamps were necessary on East State Street, 2 new lamps necessary along East Green Street, and two lamps total on South Aurora Street. 4. The repositioning of streetlamps precipitated a repositioning of street trees to meet City of Ithaca tree spacing requirements. 5. 3 street-level intake vents have been added next to the building – two on East State Street and one on South Aurora Street. All have been designed with 6” curbs to mimic the foundation plantings. 6. Bike racks have been added along East State Street 7. Positions of foundation plantings along East State Street and South Aurora Street have shifted in response to columns shifting due to architectural changes. None of the shifts are more than 6” 8. The pedestrian connection from East Green Street to the far east side of the green roof has been altered to serve as an accessible egress per fire code. An additional egress stairway has been added to the far west of the green roof area, connecting the green roof to East Green Street. Grading has been adjusted accordingly. 9. The retaining wall dividing the garage entrance from the planted slop has been integrated with the egress stair. It, and the retaining wall on the other side of the garage entrance, have been moved 2’ from the driveway to allow for snow removal. 10. The required building generator has been moved from its position within the parking garage to a position on the southwest corner of the green roof area. This was necessary due to ventilation requirements. He generator will be placed behind a masonry and louver screening wall which has been designed to appear as an extension of the architecture while providing the necessary air flow. 11. The placement of the generator has led to a change in the planted area of the green roof and a relocation of bike racks. 12. The 4’ tall fence dividing the green roof area and the planted slope has been repositioned as a straight fence atop the foundation wall. 13. The switch gear box has been resized and repositioned, minimizing the size of the pad and creating a new position for the retaining wall. 14. Due to fire code limitations, occupiable space on roof terrace has been minimized through an increase in plantings. Phone: 607.379.9175 Email: whitham@whithamdesign.com 142 East State Street, Rear Ithaca, NY 14850 Substantive Architectural Changes relevant to the Planning Board: 1. Ground Level, East State Street – Positioning of doors has been altered to match interior needs (entrance to residences, to commercial space, to fire control room). 2. Ground Level, East State Street – Louvers have been added. 3. Ground Level, East State Street and East Aurora Street – Awnings have been repositioned and on-building lighting has been moved down. 4. Ground Level, Aurora Street – Panel and door to right of stair tower has been eliminated. The panel has been replaced with an opening that contains doorways to both the stir tower and the utility room. This was done to comply with required door swing distance while staying within property line. 5. Garage entrance – Garage entrance has been designed with a split entrance/egress, with Nichiha panel extending down on the column separating the two sides. Ventilation has been cut into the area above the garage entrance lane. 6. Throughout – Windows have been altered. All windows follow the same dimensions along any given column of windows, but some columns have been widened, others narrowed. There are no substantive changes to the window to wall ratio of the building. 7. Rooftop – Mechanicals and PV panels have been arranged. Screening has been added where necessary. Perspective drawings have been produced to explore the views of the rooftop from various positions. 8. Rounded “nose” of building – a lighter panel color has been selected to clad the 7th floor as per recommendation. Nichiha panel color mix B has been specified for the back wall of the patios. Sincerely, Yamila Fournier HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 1 City Centre 301 East State Street CONDITIONS OF FINAL SITE PLAN APPROVAL UPDATE HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 2 Site Plan, Annotated 05.09.2017 L000 STREET TREES REPOSITIONED TO MEET CITY OF ITHACA TREE SPACING REQUIREMENTS BIKE RACKS ACCESSIBLE EGRESS RAMP EGRESS STAIRS AND RAMP ADDITIONAL DINING AREA GATHERING AREA VENT BUILDING COLUMNS SHIFTED SLIGHTLY FOUNDATION PLANTINGS CHANGED ACCORDINGLY ON EAST STATE STREET TOTAL OF TWO (2) STREET LAMPS ON EAST GREEN STREET TOTAL OF TWO (2) STREET LAMPS ON SOUTH AURORA STREET FOUNDATION PLANTINGS HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 3 Layout Plan L100 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 4 Site Plan Corner Detail 05.09.2017 L101 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 5 Erosion and Sediment Control C102 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 6 Demolition Plan C103 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 7 Grading Plan C104 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 8 Utility Plan C105 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 9 Landscape Plan - Key L00 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 10 Landscape Plan - Plant List 170509-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE ST SYMBOL COUNT SIZE LATIN NAME COMMON NAME AREA Trees AC 7 multistem Amelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry L01, L07, L09, L09, L10, L13 BP 12 1.5"Betula populifolia Gray Birch L07, L09, L11, L13 CS 6 2"Catalpa speciosa Northern Catalpa L02, L03 CC 7 1.5"Cercis canadensis Eastern Redbud L10, L12 CF 3 1.5"Cornus florida 'Cherokee Chief'Dogwood L10, L11, L13 PS 4 2"Pinus strobus White Pine L04, L10, L11, L13 POC 6 2"Platanus occidentalis Sycamore L10, L11, L12, L13 ZS 4 2"Zelkova serrata Zelkova L05, L10 49 Shrubs AAB 2 5 gal Aronia arbutiflia 'Brilliantissima'Red Chokeberry L10, L12 ARM 6 3-gal Aronia melanocarpa Black Chokeberry L07, L09 CA 8 5 gal Callicarpa americana Beautyberry L04, L10, L11, L13 CSC 15 5 gal Cornus sericea 'Cardinal'Red Twig Dogwood L01, L11, L13 CSF 11 3 gal Cornus sericea 'Flavirmea'Yellow Twig Dogwood L01, L10 DL 18 3-gal Diervilla lonicera Northern Bush Honeysuckle L07, L09 HV 3 5 gal Hamamelis virginiana Witch-hazel L10, L11, L12 HQ 12 5 gal Hydrangea quercifolia 'Snow Queen'Oak Leaf Hydrangea L10, L11, L12, L13 IG 43 5 gal Ilex glabra "Densa"Inkberry L02, L03, L05, L10, L11, L12, L13 IV 15 5 gal Ilex verticillata"Winter Red"Winterberry L10, L11, L12, L13 JC 17 5 gal Juniperus communis 'Effusa'Common Juniper L07, L08, L09, L11 KLF 17 5 gal Kalmia latifolia 'Freckles'Bullseye Mountain Laurel L03, L10, L11, L13 KLO 7 5 gal Kalmia latifolia 'Olympic Fire''Olympic Fire Mountain Laurel L04, L11, L13 POM 4 5 gal Physocarpus opulifolius 'Monlo'Ninebark L10, L11, L12 PM 10 2-gal Prunus maritima Beach plum L07, L08, L09 RA 5 3-gal Rhus aromatica 'Gro-low'Gro-Low Sumac L07, L09 SC 3 5 gal Sambucus canadensis Common Elderberry L12 SA 5 5 gal Symphoricarpos albus Snowberry L11 VC 22 5 gal Vaccinum corymbosum Highbush Blueberry L10, L11 VD 3 5 gal Viburnum dentatum 'Morton'Arrowwood L04 VT 3 5 gal Viburnum trilobum Highbush Blueberry L10, L12 229 SYMBOL COUNT SIZE LATIN NAME COMMON NAME AREA Perennials - Flowering AC.M 45 6" pots Achillea millefolium Yarrow (white)L07, L08, L09 AC.MB 18 1 gal Achillea millefolium 'Pretty Belinda'Yarrow, pink shades L11, L12 AH 43 1 gal Anemone huphensis var. japonica Anemone L02, L03, L04 AQC 42 1 gal Aquilegia canadensis Wild Columbine; Canadian Columbine L04, L10 AM 152 4" pots Armeria maritima Sea Thrift L01, L07, L09 AS 29 deep plugs Asclepias syriaca Common Milkweed L07, L09 AN 60 1 gal Aster novae-angliae New England Aster L10, L11, L12, L13 CV 16 1 gal Coreopsis verticillata "Moonbeam"Moonbeam Coreopsis L05 EP 12 1 gal Echinacea purpurea Purple Coneflower L01, L05 ET 49 6" pots Echinacea tennesseensis Coneflower L01, L07, L09 FR.9 4" pots Fragaria spp.Wild Strawberry L09 GS 317 1 gal Geranium sanguineum Cranesbill Geranium L04, L10, L11, L13 LA 50 6" pots Lavandula angustifolia Lavender L07, L09 LS 40 6" pots Liatris spicata Spike Blazing Star L01, L07, L09 MS 76 1 gal Matteucia struthiopteris Ostrich Fern L10, L13 MF 21 6" pots Monarda fistulosa Bee Balm L09 PD 99 6" pots Penstemon digitalis Foxglove Beardtongue L07, L08, L09 PPS 14 1 gal Phlox paniculata 'Swizzle Blue'Swizzle Blue Phlox or similar <18"L04 PO 44 1 gal Polygonatum odoratum 'variegatum'Solomon's Seal L01, L02, L03, L04 RT 32 6" pots Rudbeckia triloba Brown-Eyed Susan L07, L09 SN 9 6" pots Solidago nemoralis Grey Goldenrod L08 SY.N 47 6" pots Symphotrichum novae-angliae New England Aster L07, L08, L09 TAC 52 6" pots Talinum calycinum (Phermeranthus calycinus)Fameflower L07, L08, L09 TV 14 4" pots Thymus vulgaris Culinary Thyme L07, L09 TC 24 4" pots Tiarella cordifolia Foamflower L02, L03, L04 ZA 48 4" pots Zizea aurea Golden Alexanders L07, L08, L09 1362 Perennials - Grasses ES 114 6" pots Eragrostis spectabilis Purple Love Grass L01, L07, L08, L09 HM 26 1 gal Hakonechloa macra 'Aureola'Japanese Forest Grass L02, L03, L04 SC 64 6" pots Schizachyrium scoparium Little Bluestem L01, L07, L09 SH 108 6" pots Sporobolus heterolepis Prairie Dropseed L07, L08, L09 140 Groundcover L 61 1 gal Liriope muscari 'Variegata'Variegated Lily Turf L04, L05, L06 61 Vines AA 3 3 gal Actinidia arguta Hardy Kiwi L06 AK 16 3gal Akebia quinata Chocolate Vine L01, L04 19 Bulbs ALC 176 bulbs Allium cernuum Nodding Onion L01, L06, L07, L09 ALS 176 bulbs Allium senescens Mountain Garlic L01, L06, L07, L09 CS 2500 bulbs Crocus sativus mix Crocus throughout N 1200 bulbs Narcissus Daffodils - Naturalizing throughout 3700 170509-301-Plant Schedule-For Bid.xlsx Page 1 CITY CENTRE - 301 E STATE STSYMBOLCOUNTSIZELATIN NAME COMMON NAME AREATreesAC7multistemAmelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry L01, L07, L09, L09, L10, L13BP121.5"Betula populifolia Gray Birch L07, L09, L11, L13CS62"Catalpa speciosa Northern Catalpa L02, L03CC71.5"Cercis canadensis Eastern Redbud L10, L12CF31.5"Cornus florida 'Cherokee Chief'Dogwood L10, L11, L13PS42"Pinus strobus White Pine L04, L10, L11, L13POC62"Platanus occidentalis Sycamore L10, L11, L12, L13ZS42"Zelkova serrata Zelkova L05, L1049ShrubsAAB25 gal Aronia arbutiflia 'Brilliantissima'Red Chokeberry L10, L12ARM63-gal Aronia melanocarpa Black Chokeberry L07, L09CA85 gal Callicarpa americana Beautyberry L04, L10, L11, L13CSC155 gal Cornus sericea 'Cardinal'Red Twig Dogwood L01, L11, L13CSF113 gal Cornus sericea 'Flavirmea'Yellow Twig Dogwood L01, L10DL183-gal Diervilla lonicera Northern Bush Honeysuckle L07, L09HV35 gal Hamamelis virginiana Witch-hazel L10, L11, L12HQ125 gal Hydrangea quercifolia 'Snow Queen'Oak Leaf Hydrangea L10, L11, L12, L13IG435 gal Ilex glabra "Densa"Inkberry L02, L03, L05, L10, L11, L12, L13IV155 gal Ilex verticillata"Winter Red"Winterberry L10, L11, L12, L13JC175 gal Juniperus communis 'Effusa'Common Juniper L07, L08, L09, L11KLF175 gal Kalmia latifolia 'Freckles'Bullseye Mountain Laurel L03, L10, L11, L13KLO75 gal Kalmia latifolia 'Olympic Fire''Olympic Fire Mountain Laurel L04, L11, L13POM45 gal Physocarpus opulifolius 'Monlo'Ninebark L10, L11, L12PM102-gal Prunus maritima Beach plum L07, L08, L09RA53-gal Rhus aromatica 'Gro-low'Gro-Low Sumac L07, L09SC35 gal Sambucus canadensis Common Elderberry L12SA55 gal Symphoricarpos albus Snowberry L11VC225 gal Vaccinum corymbosum Highbush Blueberry L10, L11 VD 3 5 gal Viburnum dentatum 'Morton'Arrowwood L04 VT 3 5 gal Viburnum trilobum Highbush Blueberry L10, L12 229 SYMBOL COUNT SIZE LATIN NAME COMMON NAME AREA Perennials - Flowering AC.M 45 6" pots Achillea millefolium Yarrow (white)L07, L08, L09 AC.MB 18 1 gal Achillea millefolium 'Pretty Belinda'Yarrow, pink shades L11, L12 AH 43 1 gal Anemone huphensis var. japonica Anemone L02, L03, L04 AQC 42 1 gal Aquilegia canadensis Wild Columbine; Canadian Columbine L04, L10 AM 152 4" pots Armeria maritima Sea Thrift L01, L07, L09 AS 29 deep plugs Asclepias syriaca Common Milkweed L07, L09 AN 60 1 gal Aster novae-angliae New England Aster L10, L11, L12, L13 CV 16 1 gal Coreopsis verticillata "Moonbeam"Moonbeam Coreopsis L05 EP 12 1 gal Echinacea purpurea Purple Coneflower L01, L05 ET 49 6" pots Echinacea tennesseensis Coneflower L01, L07, L09 FR.9 4" pots Fragaria spp.Wild Strawberry L09 GS 317 1 gal Geranium sanguineum Cranesbill Geranium L04, L10, L11, L13 LA 50 6" pots Lavandula angustifolia Lavender L07, L09 LS 40 6" pots Liatris spicata Spike Blazing Star L01, L07, L09 MS 76 1 gal Matteucia struthiopteris Ostrich Fern L10, L13 MF 21 6" pots Monarda fistulosa Bee Balm L09 PD 99 6" pots Penstemon digitalis Foxglove Beardtongue L07, L08, L09 PPS 14 1 gal Phlox paniculata 'Swizzle Blue'Swizzle Blue Phlox or similar <18"L04 PO 44 1 gal Polygonatum odoratum 'variegatum'Solomon's Seal L01, L02, L03, L04 RT 32 6" pots Rudbeckia triloba Brown-Eyed Susan L07, L09 SN 9 6" pots Solidago nemoralis Grey Goldenrod L08 SY.N 47 6" pots Symphotrichum novae-angliae New England Aster L07, L08, L09 TAC 52 6" pots Talinum calycinum (Phermeranthus calycinus)Fameflower L07, L08, L09 TV 14 4" pots Thymus vulgaris Culinary Thyme L07, L09 TC 24 4" pots Tiarella cordifolia Foamflower L02, L03, L04 ZA 48 4" pots Zizea aurea Golden Alexanders L07, L08, L09 1362 Perennials - Grasses ES 114 6" pots Eragrostis spectabilis Purple Love Grass L01, L07, L08, L09 HM 26 1 gal Hakonechloa macra 'Aureola'Japanese Forest Grass L02, L03, L04 SC 64 6" pots Schizachyrium scoparium Little Bluestem L01, L07, L09 SH 108 6" pots Sporobolus heterolepis Prairie Dropseed L07, L08, L09 140 Groundcover L 61 1 gal Liriope muscari 'Variegata'Variegated Lily Turf L04, L05, L06 61 Vines AA 3 3 gal Actinidia arguta Hardy Kiwi L06 AK 16 3gal Akebia quinata Chocolate Vine L01, L04 19 Bulbs ALC 176 bulbs Allium cernuum Nodding Onion L01, L06, L07, L09 ALS 176 bulbs Allium senescens Mountain Garlic L01, L06, L07, L09 CS 2500 bulbs Crocus sativus mix Crocus throughout N 1200 bulbs Narcissus Daffodils - Naturalizing throughout 3700 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 11 170509-301-Plant Schedule-8th floor terrace only.xlsx Page 1 CITY CENTRE - 301 E STATE ST, ROOF TERRACE PLANTINGS SYMBOL COUNT SIZE LATIN NAME COMMON NAME Trees AC 2 multistem Amelanchier canadensis 'Autumn Brilliance'Shadblow Serviceberry Shrubs BX 2 5 gal Buxus sempervirens Boxwood CSF 6 3 gal Cornus sericea 'Flavirmea'Yellow Twig Dogwood Perennials - Flowering AM 48 4" pots Armeria maritima Sea Thrift EP 4 1 gal Echinacea purpurea Purple Coneflower ET 4 6" pots Echinacea tennesseensis Coneflower LS 6 6" pots Liatris spicata Spike Blazing Star PD 16 6" pots Penstemon digitalis Foxglove Beardtongue Perennials - Grasses ES 12 6" pots Eragrostis spectabilis Purple Love Grass SC 20 6" pots Schizachyrium scoparium Little Bluestem Groundcover L 61 1 gal Liriope muscari 'Variegata'Variegated Lily Turf 61 Vines AK 12 3gal Akebia quinata Chocolate Vine Bulbs ALC 46 bulbs Allium cernuum Nodding Onion ALS 46 bulbs Allium senescens Mountain Garlic HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 12 Landscape Details - Green Roof Details HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 13 Landscape Details - Typ Planting, Planters 01 A L101 DECIDUOUS TREE PLANTING SECTION SOIL SAUCER: TO DRIPLINE, 3 TO 6". 2" TO 3" MULCH. LEAVE 1" TO 2" FROM TRUNKS AND SHRUB BASE. (DO NOT MULCH TO BASE OF TRUNK). REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM THE TOP HALF OF ROOT BALL. PRUNE CROSSING, DAMAGED OR DEAD BRANCHES AT PLANTING. DO NOT REMOVE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE CROWN EDGE. 2.5 X BALL DIAMETER MINIMUM 01B L101 CONIFEROUSTREEPLANTING SECTION PRUNE CROSSING, DAMAGED, CO-DOMINANT OR DEAD BRANCHES AT PLANTING. DO NOT REMOVE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE CROWN EDGE. 2.5 X BALL DIAMETER MINIMUM SOIL SAUCER: TO DRIPLINE, 3 TO 6". 2" TO 3" MULCH. LEAVE 1" TO 2" FROM TRUNKS AND SHRUB BASE. (DO NOT MULCH TO BASE OF TRUNK). EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. 01C L101 CONTAINER SHRUB PLANTING SECTION 2.5 X BALLDIAMETER MINIMUM PRUNE DAMAGED OR DEAD BRANCHES AT PLANTING. ROOT CROWN TO BE AT FINISHED GRADE. SOIL SAUCER: TO DRIPLINE, 3 TO 6". 2" TO 3" MULCH. LEAVE 1" TO 2" FROM TRUNKS AND SHRUB BASE. (DO NOT MULCH TO BASE OF TRUNK). EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. 02A L102 02B L102 DECIDUOUS TREE PLANTING ON A SLOPE SECTION EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. SOIL SAUCER: TO DRIPLINE, 3 TO 6". 2" TO 3" MULCH. LEAVE 1" TO 2" FROM TRUNKS AND SHRUB BASE. (DO NOT MULCH TO BASE OF TRUNK). EXISTING GRADE. PROPOSED GRADE. ROOT CROWN TO BE AT FINISHED GRADE. SOIL SAUCER: TO DRIPLINE, 3 TO 6". 2" TO 3" MULCH. LEAVE 1" TO 2" FROM TRUNKS AND SHRUB BASE. (DO NOT MULCH TO BASE OF TRUNK). EXISTING GRADE. PROPOSED GRADE. PRUNE CROSSING, DAMAGED OR DEAD BRANCHES AT PLANTING. DO NOT REMOVE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE CROWN EDGE. PRUNE DAMAGED OR DEAD BRANCHES AT PLANTING. 01D L101 EUONYMUS FORTUNEI AND HENDERA HELIX PLANTING SECTION AND PLAN 2" TO 3" MULCH. LEAVE 1" TO 2" FROM TRUNKS AND SHRUB BASE. (DO NOT MULCH TO BASE OF TRUNK). ROOT MASS TO BE AT FINISHED GRADE. EDGE OF PAVEMENT. SHRUB PLANTING ON A SLOPE SECTION DO NOT SCALE DRAWING PROPRIETARY AND CONFIDENTIALThis drawing embodies a confidential design of IRONSMITH, INC. Palm Desert, CA. All design, manufacturing, reproduction, use, sale, and other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship fora specific purpose and the recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any special feature peculiar to this design in other projects. The information in thisdrawing may be covered completely or in part by patents pending. 41-701 Corporate Way #3Palm Desert, CA 92260(800) 338-4766(760) 776-5080 Fax grate in twosections. From 2-1/2" x 2-1/2" x3/16" Mild Steel Angle.1/2" square barperimeter trim. Top panel from #3structural steel catwalkgrating. Tree well size: 44" x 44" adjustable height centerframe for standard 24"square tree grate. (treegrate sold seperately) Finish: Galvanized Weight: 165Lb (75Kg) 4120-TG Paver-Grate® 48" x 48" 84" 4' AA 2' nominaladjustment36 1/4 [921.93] 6'-6" SECTION A-A ELEVATION - TALL SECTION PLAN ELEVATION - SHORT HEDGE-A-MATIC PLANTERS 42" CURVED PANEL 36" PANEL±2"1-1/2"48" PLANTER 18" PLANTER 18" PLANTER42" CURVED PANEL 48" PLANTER20" PANEL20" PLANTER±2"42"RECTANGULAR PLANTER 2" LIPSQUARE PLANTER NOTE: *SOIL VOLUME = 5.5 CU. FT. PLANTER, SCREEN, HARDWARE WITHOUT SOIL = 40 LBS. TOTAL APPROXIMATE WEIGHT W/ SOIL + PLANTS = 144 LBS. *FRONT AND BACK OF PLANTER ARE CURVED *ENDS OF PLANTER ARE FLAT *(2) PANEL OPTIONS - TALL w/ FLAT TOP = 36" - SHORT w/ FLAT TOP = 20" 3" THK. greenscreen ® PANEL w/ #5104 TRIM @ MOUNTING BRACKET AND #5105 TRIM @ TOP AND PARTIAL SIDES PLANTER BRACKET w/ BACKING PLATE AND STAINLESS STEEL BOLTS, NUTS AND WASHERS - BOLTED @ PLANTER NOTCH FIBERGLASS PLANTER, TYP. NOTE: FRONT AND BACK OF PLANTER ARE CURVED, ENDS ARE FLAT PLANTER BRACKET w/ BACKING PLATE AND STAINLESS STEEL BOLTS, NUTS AND WASHERS - BOLTED @ PLANTER NOTCH 3" THK. greenscreen PANEL w/ #5104 TRIM @ MOUNTING BRACKET AND #5105 TRIM @ TOP AND PARTIAL SIDES PLANTER RADIUS = 93" 1/2" DIA. DRAIN- CONFIRM LOCATION FIBERGLASS PLANTER, TYP. FIBERGLASS PLANTER, TYP. NOTE: *SPECIFIC ENGINEERING MAY BE REQUIRED BASED ON SITE SPECIFIC SOIL CONDITIONS, LOCAL WIND LOAD, AND VERTICAL HEIGHT OF FENCE/SCREEN. *VERIFY PANEL SPAN AND CLIP SPACING FOR ALL ROOFTOP INSTALLATIONS AND INSTALLATIONS 20' ABOVE GRADE ±2"20"1'-8"w/ FLAT OR CURVED TOP 46" PANEL (46-1/4" ACTUAL) 4'2"1'-6"1'18" PLANTER 4'1-1/2"±2"4'-10"3'w/ FLAT OR CURVED TOP46" PANEL (46-1/4" ACTUAL) ELEVATION - SHORT PLAN SECTION ELEVATION - TALL HEDGE-A-MATIC PLANTERS PLANTER BRACKET w/ BACKING PLATE AND STAINLESS STEEL BOLTS, NUTS AND WASHERS - BOLTED @ PLANTER NOTCH CURVE TOP RADIUS = 48" 3" THK. greenscreen PANEL w/ #5104 TRIM @ MOUNTING BRACKET AND #5105 TRIM @ TOP AND PARTIAL SIDES CURVE TOP RADIUS = 48" PLANTER BRACKET w/ BACKING PLATE AND STAINLESS STEEL BOLTS, NUTS AND WASHERS - BOLTED @ PLANTER NOTCH FIBERGLASS PLANTER, TYP. 1/2" DIA. DRAIN- CONFIRM LOCATION FIBERGLASS PLANTER, TYP.FIBERGLASS PLANTER, TYP. NOTE: FRONT AND BACK OF PLANTER ARE CURVED, ENDS ARE FLAT www.maglin.comCURVED RECTILNEAR PLANTER WITH PANEL OPTIONS NTS 01J L101 RECTILINEAR PLANTER W/ PANEL OPTIONS NTS 01 F L101 3" THICK GREENSCREEN PANEL W/#5104 TRIM @ MOUNTUNG BRACKETAND #5105 TRIM AT TOP AND PARTIAL SIDES PAVER GRATE PLAN VIEW AND SECTION NTS 01 G L1014'-10"CURVED RECTANGULAR PLANTER HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV.01-11-2017WHITHAM PLANNING & DESIGN, LLC PLANTING DETAILS HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 14 Landscape Details - Site Fixtures R38'-414" 8' RAMP LENGTH SLOPE: 4.2% EXISTING SIDEWALK NEW ROUGH BROOM FINISH CONCRETE RAMP WITH SCORE LINES AT 2" O.C. X 14" DEEP TO PROVIDE TACTILE WARNING SURFACE CONTINUOUS EXPANSION JOINT AT STREET EDGE OF CURB 8" 8" 6X6 66 W.W. M. 8'-434" NOTES: 1. SEE MANUFACTURER FOR MORE COLOR OPTIONS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4138-002. BISTRO FOLDING CHAIR: METAL FRAME AND SLATS -AVAILABLE IN 24 COLORS STREETSIDE CAFE FOLDING CHAIR FERMOB USA 1610 REDI ROAD CUMMING, GA 30040 PHONE: (678) 343-9021www.fermobusa.com PERSPECTIVE TOP VIEW SIDE ELEVATION FRONT ELEVATION 15" 16"32.5"18"SPECIFICATIONS: - STEEL FRAME. CLASSIQUE : LACQUERED WOODEN CURVED SLATS. DURAFLON®: HIGH QUALITY RESIN CURVED SLATS. AVAILABLE COLOURS: COTTON WHITE AND CEDAR GREEN. NATUREL : NATURAL WOODEN CURVED SLATS + TEXTROL® TREATMENT. METAL: GALVANIZED STEEL CURVED SLATS. - PLASTIC PART FOR SLOWER AND SAFER FOLDING. - ONE PIECE CROSSBAR. FOOT PROTECTORS. - REINFORCED FRAME (TESTED UP TO 660 LBS). - HIGH PROTECTION TREATMENT FOR OUTDOOR USE. - ANTI-UV POWDER COATING NOTES: 1. SEE MANUFACTURER FOR MORE COLOR OPTIONS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4138-006. BISTRO FOLDING TABLE: 22" SQUARE - AVAILABLE IN 24 COLORS STREETSIDE CAFE FOLDING TABLES FERMOB USA 1610 REDI ROAD CUMMING, GA 30040 PHONE: (678) 343-9021www.fermobusa.com PERSPECTIVE TOP VIEW SIDE ELEVATION FRONT ELEVATION SPECIFICATIONS:WEIGHT: 18 LBS (2 PERSONS) BASE: STEELTABLE TOP: STEEL SHEETCOATING: ANTI-UV POWDER - FOLDING TABLE - FOOT PROTECTORS. - HIGH PROTECTION TREATMENT FOR OUTDOOR USE. 22.50"29"BOLLARDS MTB750 MAGLIN SITE FURNITURE INC. 27 BYSHAM PARK DR. WOODSTOCK, ON N4T 1P1 TOLL FREE: 1-800-716-5506 PHONE: (519) 539-6776 FAX: (877) 260-9393 5 5/8"5 5/8"34 1/2"DECORATIVE ALUMINUM BOTTOM CASTING 6"x6" STEEL TUBE DECORATIVE ALUMINUM BOTTOM CASTING PERSPECTIVE SIDE VIEW FRONT VIEW NOTES: 1. CONSTRUCTED OF 5" SQ. H.S. STEEL TUBE. DECORATIVE TOP & BASE ARE CAST ALUMINUM. 2. PROTECTED WITH E-COAT RUST PROOFING. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. APPROVED EQUAL IS ACCEPTABLE, WITH PRIOR REVIEW AND ACCEPTANCE OF PRODUCT SPECIFICATIONS AND DETAILS BY OWNER OR OWNER'S REPRESENTATIVE 4 XXX ALUMINUM/STEEL/PLASTIC EDGE RESTRAINTS (NOTE; EDGE RESTRAINTS OPTIONAL IF USING STAMPED CONCRETE.) CONCRETE PAVER 2 3 8" (60 MM) MIN. THICKNESS (NOTE; CONCRETE PAVER MAY BE SUBSTITUTED WITH STAMPED CONCRETE) 1" BEDDING SAND (IF STAMPED CONCRETE USED SAND SETTING BED NOT REQURED) COMPACTED AGGREGATE BASE GEOTEXTILE AS REQUIRED TURN UP AT END OF BASE COMPACTED SOIL SUBGRADE STAKE CONCRETE SIDEWALK DETAIL PER CIVIL DRAWINGS PAVER, PLATE AND CONCRETE ALL TO BE FLUSH STEEL EDGING TO HAVE 4" REVEAL CONCRETE SIDEWALK DETAIL PER CIVIL DRAWINGS DRAINAGE AGGREAGATE PLANTING MEDIUM EXTERIOR WALL OF BUILDING GEOTEXTILE FABRIC WITH TROWELED EDGE CONSTRAINT RESTRAINT AND METAL PLANTER EDGE TYPICAL SECTION PAVER DETAIL AND SECTION AT BUIDING FOUNDATION PLANTER1 XXX 3 XXX 2 XXX PLAN VIEW HANDICAP ACCESSIBLE CURB CUT RAMP AT SIDEWALK CONCRETE CURB RAMP @ SIDEWALK-ADA ACCESSIBLE NTS 5 XXX HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV.01-11-2017WHITHAM PLANNING & DESIGN, LLC SITE - FIXTURE DETAILS 6” CONCRETE CURB EDGING Bistro Chairs Area: Green Roof, Eighth Floor Terrace Manufacturer: Fermob Custom Steel Planter Boxes Area: Green Roof, Eighth Floor Terrace Manufacturer: Custom ‘Marbella’ Teak Sofa Area: Eighth Floor Terrace Manufacturer: Restoration Hardware OUTDOOR FURNISHINGS Eigth Floor Terrace Bistro Chairs Area: Green Roof, Eighth Floor Terrace Manufacturer: Fermob Custom Steel Planter Boxes Area: Green Roof, Eighth Floor Terrace Manufacturer: Custom ‘Marbella’ Teak Sofa Area: Eighth Floor Terrace Manufacturer: Restoration Hardware OUTDOOR FURNISHINGS Eigth Floor Terrace HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 15 Landscape Details - Site Furnishing Green Roof 50 %“CAPPUCINE” 15% “VERBENA” 15% “HONEY” 30% “ANTHRACITE” Bistro Chairs Area: Green Roof, Eighth Floor Terrace Manufacturer: Fermob ‘Bellevie’ Lounge Chairs Area: Green Roof, Eighth Floor Terrace Manufacturer: Fermob ‘Bellevie’ Outdoor Couches Area: Green Roof Manufacturer: Fermob ‘Costa’ Low Tables Area: Green Roof Manufacturer: Fermob ‘Bellevie’ Bench with Back Area: Green Roof Manufacturer: Fermob COLOR SCHEME ‘Facto’ Stacklable Chair Area: Outdoor Dining Manufacturer: Fermob ‘Luxembourg’ Dining Table Area: Outdoor Dining Manufacturer: Fermob OUTDOOR FURNISHINGS Ground Level HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 16 Photometric Study - Site REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed professionalengineer, architect, or land surveyor, to alter an item in any way. If an item bearing the seal of an engineer, architect, or land surveyor isaltered; the altering engineer, architect, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signatureand date of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERPRELIMINARY 05-04-2017CITY CENTREITHACA, NYNEWMAN DEVELOPMENT GROUPDATE/TIME:Thursday, May 04, 2017 AT 9:53 AMSHEET SIZE: ARCH full bleed E1 (30.00 x 42.00 Inches)FILENAME: K:\2016 Jobs\16162 - Ithaca City Centre\Calculations\Electrical\Site Photo.dwgBECSCALE:AS NOTEDDRAWING NUMBERDATE16162 DD-E1SITEPHOTOMETRICSRSEJSDBKREVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed professionalengineer, architect, or land surveyor, to alter an item in any way. If an item bearing the seal of an engineer, architect, or land surveyor isaltered; the altering engineer, architect, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signatureand date of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERPRELIMINARY 05-04-2017CITY CENTREITHACA, NYNEWMAN DEVELOPMENT GROUPDATE/TIME:Thursday, May 04, 2017 AT 9:53 AMSHEET SIZE: ARCH full bleed E1 (30.00 x 42.00 Inches)FILENAME: K:\2016 Jobs\16162 - Ithaca City Centre\Calculations\Electrical\Site Photo.dwgBECSCALE:AS NOTEDDRAWING NUMBERDATE16162 DD-E1SITEPHOTOMETRICSRSEJSDBK HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 17 Photometric Study - Roof Terrace REVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed professionalengineer, architect, or land surveyor, to alter an item in any way. If an item bearing the seal of an engineer, architect, or land surveyor isaltered; the altering engineer, architect, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signatureand date of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERPRELIMINARY 05-04-2017CITY CENTREITHACA, NYNEWMAN DEVELOPMENT GROUPDATE/TIME:Thursday, May 04, 2017 AT 9:51 AMSHEET SIZE: ARCH full bleed E1 (30.00 x 42.00 Inches)FILENAME: K:\2016 Jobs\16162 - Ithaca City Centre\Calculations\Electrical\Terrace Photo.dwgBECSCALE:AS NOTEDDRAWING NUMBERDATE16162 DD-E2TERRACEPHOTOMETRICSRSEJSDBKREVISIONIt is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed professionalengineer, architect, or land surveyor, to alter an item in any way. If an item bearing the seal of an engineer, architect, or land surveyor isaltered; the altering engineer, architect, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signatureand date of such alteration, and a specific description of the alteration.NO.PROJECT/CLIENTPROJECT MANAGER:REVIEWED BY:DRAWN BY:ISSUED FORDATE:DRAWING TITLEPROJECT NUMBERPRELIMINARY 05-04-2017CITY CENTREITHACA, NYNEWMAN DEVELOPMENT GROUPDATE/TIME:Thursday, May 04, 2017 AT 9:51 AMSHEET SIZE: ARCH full bleed E1 (30.00 x 42.00 Inches)FILENAME: K:\2016 Jobs\16162 - Ithaca City Centre\Calculations\Electrical\Terrace Photo.dwgBECSCALE:AS NOTEDDRAWING NUMBERDATE16162 DD-E2TERRACEPHOTOMETRICSRSEJSDBK HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 18 Landscape Lighting Ribbon Indoor LED Strips inter-lux.com The strip may be folded or cut into 6-LED units and wired to obtain the desired measure. 18 LEDs per foot with different power and luminous intensity levels Flexible circuit without cover, with an adhesive backing for a fast and easy installation 212 news_15 Surface profile LED Strip Recessed profile LED Strip Cover LED Strip type suitable for Grey Ribbon, Dropper 98061 surface kit 98061 + 98063 + 98064 + 98062 98438 recessed kit 98066 + 98065 + 98062 98439 type suitable for Grey Ribbon, Dropper 98066 type suitable for Opaline Profiles E98061, E98066 98062 Transp Profiles E98061, E98066 98421 E98063 E98064 E98065 Profiles LED Strips 78.7 0.5 0.7 78.7 0.4 1 0.8 78.7 0.2 0.6 inter-lux.com Anodized aluminum profile for surface mounting. Anodized aluminum profile for recessed mounting. Opaline or transparent extruded polycarbonate walk-over diffuser. End caps Snap-fit mounting brackets Side closing kit Green Roof Lighting Site Lighting Ordering Guide Example: VX8911 32 A C 3 N N A 3 A S S Product Code VX8911 New London LED LED 32 32 LED's48 48 LEDs *264 64 LED's *280 80 LED's *2 Finish A BlackBWhiteGVerdeHBronzeJGreen PANELS C ClearFFrosted Optics 3 Type III5Type V Photo Control N NoneRTwist-lock ReceptacleE120 VAC Button EyeH208/240/277 VAC Button EyeK347V Button Eye ColorTemperature N 4000KC5700K *1 Voltage A 120-277 VACB347-480 VAC *3 Drive Current 3 350 mA5530 mA DimmingControl A 4 Hrs 25% ReductionB4 Hrs 50% ReductionC4 Hrs 75% ReductionD6 Hrs 25% ReductionE6 Hrs 50% ReductionF6 Hrs 75% ReductionG8 Hrs 25% ReductionH8 Hrs 50% ReductionJ8 Hrs 75% ReductionZCustom Dimming ScheduleNNone SurgeSuppression S Standard Built In <3kVAAdditional 10kV/10kA Options S Spikes *1 Consult Factory for 5700K*2 Only available with 350mA*3 Dimming not available with 347-480V Specifications APPLICATIONS:This luminaire is the perfect LED solution for traditional street lighting. Other application locations include: residential streets, city streets, campuses and parking lots. Thisluminaire offers the style of a traditional lantern with todayʼs cutting edge LEDgine technology LED SPECIFICATIONS:Refer to IES files for energy consumption and delivered lumens for each option. Based on in-situ thermal testing and data from Philips Lumileds and Philips Advance fixture canbe expected to reach 100,000 hours (at >L70 lumen maintenance @ 25°C). The Philips LEDGINE uses Philips Lumileds Luxeon R LEDs. Color temperatures available are ANSIBins 4000K and 5700K CCT (consult factory for 5700K). Two distributions are available including Type 3 and 5. ELECTRONIC DRIVER: The driver included is the Philips Advance XITANIUM LED driver and is available in a 350mA & 530mA drive current. Standard driver offers 0-10V dimming capability anduniversal voltage input from 120-277VAC or 347-480VAC. Input frequency is 50-60Hz and all XITANIUM drivers are RoHS compliant. The driver has <3kV surge suppression builtin, and the 10kV/10kA is included in an additional option. Programmable dimming 0-10V is optional. New London LED (VX8911)Specification Sheet Project Name:Location:MFG: Philips Hadco Fixture Type:Catalog No.:Qty: ISO 9001:2008 Registered Page 1of2 Note: Philips reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice.100 Craftway Drive, Littlestown, PA 17340 | P: +1-717-359-7131 F: +1-717-359-9289 | http://www.hadco.com | Copyright 2013 PhilipsHW2 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 19 A2 K A3 A2 A2A1 A2 G A1 A2 A2 H2 A4 A4FA4BA2 Q H2 G M G A1 A4 A2 KL A3 A2 A4 A1 A2 A3 M A4 A2 A3 A3A2 A1 A4 A3 B J E B CPQDFLBA2RA4DPFA2 H1 A4 A2 G G G G A3A1 A2 K A3 A2 M A1 A2 H2 H1 A3 A2 A3 A4 A2 A3 A2 BK B L QQA2 BA1BLSBD B E A1 A4KA3A2A3A1A2A1A4H1H2LK J B A3 F E L C D F LA4 BQ S G SHERMAN WILLIAMSINKWELL - SW 6992 SHERMAN WILLIAMSCYBERSPACE - SW 7076 SHERMAN WILLIAMSNETWORK GRAY - SW 7073GRAY SCREEN - SW 7071 SHERMAN WILLIAMSWEB GRAY - SW 7075 A - NICHIHA PANEL A1 A2 A3 A4 B - FACE BRICK FIBER CEMENT ARCHITECTURAL PANEL - ILLUMINATION SERIES THE BOWERSTONE SHALE COMPANYSANTE FE W/C C - CAST STONE PRAIRIE STONE - GRIS SMOOTH RANDOM PANELCOLOR PATTERN GROUT POLYBLEND#382 BONE D - FABRIC AWNING THE AWNING COMPANYRIVIERA STYLE AWNING E - STEEL AND GLASS CANOPY SHERMAN WILLIAMSINKWELL - SW 6992 TBD F - STOREFRONT CLEAR ANODIZEDALUMINUM KAWNEER 451 SYSTEM G - RAILING CLEAR ANODIZEDALUMINUM HOLLAENDER RAILING2x2 INCH GALVANIZED WIRE MESH INTEGRITY ULTIMATECASEMENT / GLIDER WINDOWSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY INTEGRITY ULTREXSLIDING FRENCH DOORSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY H - INTEGRITY WINDOWS/DOORS J - GLASS / ALUMINUM RAILING CLEAR ANODIZEDALUMINUM GLASS RAILING WITH ANODIZED ALUMINIM CAP K - SOLAR PANEL / SCREENING SUNPOWER X-SERIES SOLAR PANELS ON RACKING SYSTEM L - LIGHT FIXTURE HINKLEY ATLANTIS 24" LEDOUTDOOR WALL LIGHTHIGH BRONZE FINISH H1 H2 M - MECHANICAL SCREEN N - PAINTED CMU P - METAL PANEL Q - METAL LOUVER R - PRE-FABRICATED METAL CANOPY S - PAINTED STEEL TRIM 4x4 METAL MESH - GALVANIZED SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 JOB # 5/10/2017 9:18:56 PM SD-00 ELEVATIONS NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1/16" = 1'-0"1 0 - East Elevation - Color 1/16" = 1'-0"2 0 - North Elevation - Color 1/16" = 1'-0"3 0 - South Elevation - Color 1/16" = 1'-0"4 0 - West Elevation - Color 1 3 2 4 Building Materials and Elevations 01 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 20 112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun A1 A2 KL A3 A2 A1 A2 A3 M A1 H2A2 A3 M A3A2 A1 A3 B J L E B CPQDFLBA2RA4DPFA2 H1 A2 17'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-0"SHERMAN WILLIAMSINKWELL - SW 6992 SHERMAN WILLIAMSCYBERSPACE - SW 7076 SHERMAN WILLIAMSNETWORK GRAY - SW 7073GRAY SCREEN - SW 7071 SHERMAN WILLIAMSWEB GRAY - SW 7075 A - NICHIHA PANEL A1 A2 A3 A4 B - FACE BRICK FIBER CEMENT ARCHITECTURAL PANEL - ILLUMINATION SERIES THE BOWERSTONE SHALE COMPANYSANTE FE W/C C - CAST STONE PRAIRIE STONE - GRIS SMOOTH RANDOM PANELCOLOR PATTERN GROUT POLYBLEND#382 BONE D - FABRIC AWNING THE AWNING COMPANYRIVIERA STYLE AWNING E - STEEL AND GLASS CANOPY SHERMAN WILLIAMSINKWELL - SW 6992 TBD F - STOREFRONT CLEAR ANODIZEDALUMINUM KAWNEER 451 SYSTEM G - RAILING CLEAR ANODIZEDALUMINUM HOLLAENDER RAILING2x2 INCH GALVANIZED WIRE MESH INTEGRITY ULTIMATECASEMENT / GLIDER WINDOWSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY INTEGRITY ULTREXSLIDING FRENCH DOORSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY H - INTEGRITY WINDOWS/DOORS J - GLASS / ALUMINUM RAILING CLEAR ANODIZEDALUMINUM GLASS RAILING WITH ANODIZED ALUMINIM CAP K - SOLAR PANEL / SCREENING SUNPOWER X-SERIES SOLAR PANELS ON RACKING SYSTEM L - LIGHT FIXTURE HINKLEY ATLANTIS 24" LEDOUTDOOR WALL LIGHTHIGH BRONZE FINISH H1 H2 M - MECHANICAL SCREEN N - PAINTED CMU P - METAL PANEL Q - METAL LOUVER R - PRE-FABRICATED METAL CANOPY S - PAINTED STEEL TRIM 4x4 METAL MESH - GALVANIZED SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 JOB # 5/10/2017 9:27:10 PM SD-01 ELEVATIONS NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1/8" = 1'-0"1 1 - North Elevation - Color Building Materials and Elevations 02 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 21 112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun A2 A1 H1 G H2 A4 H1 B A4 L L 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun A2 A2M A1 A2 G BP PFA4 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"SHERMAN WILLIAMSINKWELL - SW 6992 SHERMAN WILLIAMSCYBERSPACE - SW 7076 SHERMAN WILLIAMSNETWORK GRAY - SW 7073GRAY SCREEN - SW 7071 SHERMAN WILLIAMSWEB GRAY - SW 7075 A - NICHIHA PANEL A1 A2 A3 A4 B - FACE BRICK FIBER CEMENT ARCHITECTURAL PANEL - ILLUMINATION SERIES THE BOWERSTONE SHALE COMPANYSANTE FE W/C C - CAST STONE PRAIRIE STONE - GRIS SMOOTH RANDOM PANELCOLOR PATTERN GROUT POLYBLEND#382 BONE D - FABRIC AWNING THE AWNING COMPANYRIVIERA STYLE AWNING E - STEEL AND GLASS CANOPY SHERMAN WILLIAMSINKWELL - SW 6992 TBD F - STOREFRONT CLEAR ANODIZEDALUMINUM KAWNEER 451 SYSTEM G - RAILING CLEAR ANODIZEDALUMINUM HOLLAENDER RAILING2x2 INCH GALVANIZED WIRE MESH INTEGRITY ULTIMATECASEMENT / GLIDER WINDOWSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY INTEGRITY ULTREXSLIDING FRENCH DOORSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY H - INTEGRITY WINDOWS/DOORS J - GLASS / ALUMINUM RAILING CLEAR ANODIZEDALUMINUM GLASS RAILING WITH ANODIZED ALUMINIM CAP K - SOLAR PANEL / SCREENING SUNPOWER X-SERIES SOLAR PANELS ON RACKING SYSTEM L - LIGHT FIXTURE HINKLEY ATLANTIS 24" LEDOUTDOOR WALL LIGHTHIGH BRONZE FINISH H1 H2 M - MECHANICAL SCREEN N - PAINTED CMU P - METAL PANEL Q - METAL LOUVER R - PRE-FABRICATED METAL CANOPY S - PAINTED STEEL TRIM 4x4 METAL MESH - GALVANIZED SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 JOB # 5/10/2017 9:30:51 PM SD-02 ELEVATIONS NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1/8" = 1'-0"1 2 - East Elevation - Color 1/8" = 1'-0"2 3 - East Elevation - Color 1 2 Building Materials and Elevations 03 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 22 112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun A2 A2H1A4H2MA3KA2A3A2A3A2A3A2GH1A4G P R RF L B A2 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun A2 M K H1 A4 G H2 G A4 F PB 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"SHERMAN WILLIAMSINKWELL - SW 6992 SHERMAN WILLIAMSCYBERSPACE - SW 7076 SHERMAN WILLIAMSNETWORK GRAY - SW 7073GRAY SCREEN - SW 7071 SHERMAN WILLIAMSWEB GRAY - SW 7075 A - NICHIHA PANEL A1 A2 A3 A4 B - FACE BRICK FIBER CEMENT ARCHITECTURAL PANEL - ILLUMINATION SERIES THE BOWERSTONE SHALE COMPANYSANTE FE W/C C - CAST STONE PRAIRIE STONE - GRIS SMOOTH RANDOM PANELCOLOR PATTERN GROUT POLYBLEND#382 BONE D - FABRIC AWNING THE AWNING COMPANYRIVIERA STYLE AWNING E - STEEL AND GLASS CANOPY SHERMAN WILLIAMSINKWELL - SW 6992 TBD F - STOREFRONT CLEAR ANODIZEDALUMINUM KAWNEER 451 SYSTEM G - RAILING CLEAR ANODIZEDALUMINUM HOLLAENDER RAILING2x2 INCH GALVANIZED WIRE MESH INTEGRITY ULTIMATECASEMENT / GLIDER WINDOWSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY INTEGRITY ULTREXSLIDING FRENCH DOORSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY H - INTEGRITY WINDOWS/DOORS J - GLASS / ALUMINUM RAILING CLEAR ANODIZEDALUMINUM GLASS RAILING WITH ANODIZED ALUMINIM CAP K - SOLAR PANEL / SCREENING SUNPOWER X-SERIES SOLAR PANELS ON RACKING SYSTEM L - LIGHT FIXTURE HINKLEY ATLANTIS 24" LEDOUTDOOR WALL LIGHTHIGH BRONZE FINISH H1 H2 M - MECHANICAL SCREEN N - PAINTED CMU P - METAL PANEL Q - METAL LOUVER R - PRE-FABRICATED METAL CANOPY S - PAINTED STEEL TRIM 4x4 METAL MESH - GALVANIZED SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 JOB # 5/10/2017 9:36:41 PM SD-03 ELEVATIONS NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1/8" = 1'-0"1 4 - South Elevation - Color 1/8" = 1'-0"2 5 - East Elevation - Color 12 Building Materials and Elevations 04 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 23 112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 100' - 0"Level B1 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun S G A4 P F LB A2 H1 A4 A3 K MA2GH2 A1 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 100' - 0"Level B1 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun A2 H1 A4 G H2 Q Q B B M 10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"12'-0"112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun A2 A1 MK A2 A4 H1 A1 B NNLB H1 A3 G H2 S 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"SHERMAN WILLIAMSINKWELL - SW 6992 SHERMAN WILLIAMSCYBERSPACE - SW 7076 SHERMAN WILLIAMSNETWORK GRAY - SW 7073GRAY SCREEN - SW 7071 SHERMAN WILLIAMSWEB GRAY - SW 7075 A - NICHIHA PANEL A1 A2 A3 A4 B - FACE BRICK FIBER CEMENT ARCHITECTURAL PANEL - ILLUMINATION SERIES THE BOWERSTONE SHALE COMPANYSANTE FE W/C C - CAST STONE PRAIRIE STONE - GRIS SMOOTH RANDOM PANELCOLOR PATTERN GROUT POLYBLEND#382 BONE D - FABRIC AWNING THE AWNING COMPANYRIVIERA STYLE AWNING E - STEEL AND GLASS CANOPY SHERMAN WILLIAMSINKWELL - SW 6992 TBD F - STOREFRONT CLEAR ANODIZEDALUMINUM KAWNEER 451 SYSTEM G - RAILING CLEAR ANODIZEDALUMINUM HOLLAENDER RAILING2x2 INCH GALVANIZED WIRE MESH INTEGRITY ULTIMATECASEMENT / GLIDER WINDOWSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY INTEGRITY ULTREXSLIDING FRENCH DOORSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY H - INTEGRITY WINDOWS/DOORS J - GLASS / ALUMINUM RAILING CLEAR ANODIZEDALUMINUM GLASS RAILING WITH ANODIZED ALUMINIM CAP K - SOLAR PANEL / SCREENING SUNPOWER X-SERIES SOLAR PANELS ON RACKING SYSTEM L - LIGHT FIXTURE HINKLEY ATLANTIS 24" LEDOUTDOOR WALL LIGHTHIGH BRONZE FINISH H1 H2 M - MECHANICAL SCREEN N - PAINTED CMU P - METAL PANEL Q - METAL LOUVER R - PRE-FABRICATED METAL CANOPY S - PAINTED STEEL TRIM 4x4 METAL MESH - GALVANIZED SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 JOB # 5/10/2017 9:42:28 PM SD-04 ELEVATIONS NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1/8" = 1'-0"1 6 - East Elevation - Color 1/8" = 1'-0"2 7 - South Elevation - Color 1/8" = 1'-0"3 8 - South Elevation - Color 1 23 Building Materials and Elevations 05 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 24 112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun F C B D F Q P F L H2 G S G B A1 A3 A1A2A3KMFLF B E A3 J 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"112' - 0"Level 01 129' - 0"Level 02 139' - 4"Level 03 149' - 8"Level 04 160' - 0"Level 05 170' - 4"Level 06 180' - 8"Level 07 191' - 0"Level 08 201' - 4"Roof Level 211' - 4"Stair Overrun E A3 B F C B L C D A1L A3 F F F J 10'-0"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"10'-4"17'-0"A3 SHERMAN WILLIAMSINKWELL - SW 6992 SHERMAN WILLIAMSCYBERSPACE - SW 7076 SHERMAN WILLIAMSNETWORK GRAY - SW 7073GRAY SCREEN - SW 7071 SHERMAN WILLIAMSWEB GRAY - SW 7075 A - NICHIHA PANEL A1 A2 A3 A4 B - FACE BRICK FIBER CEMENT ARCHITECTURAL PANEL - ILLUMINATION SERIES THE BOWERSTONE SHALE COMPANYSANTE FE W/C C - CAST STONE PRAIRIE STONE - GRIS SMOOTH RANDOM PANELCOLOR PATTERN GROUT POLYBLEND#382 BONE D - FABRIC AWNING THE AWNING COMPANYRIVIERA STYLE AWNING E - STEEL AND GLASS CANOPY SHERMAN WILLIAMSINKWELL - SW 6992 TBD F - STOREFRONT CLEAR ANODIZEDALUMINUM KAWNEER 451 SYSTEM G - RAILING CLEAR ANODIZEDALUMINUM HOLLAENDER RAILING2x2 INCH GALVANIZED WIRE MESH INTEGRITY ULTIMATECASEMENT / GLIDER WINDOWSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY INTEGRITY ULTREXSLIDING FRENCH DOORSINTERIOR FINISH: STONE WHITEEXTERIOR FINISH: EBONY H - INTEGRITY WINDOWS/DOORS J - GLASS / ALUMINUM RAILING CLEAR ANODIZEDALUMINUM GLASS RAILING WITH ANODIZED ALUMINIM CAP K - SOLAR PANEL / SCREENING SUNPOWER X-SERIES SOLAR PANELS ON RACKING SYSTEM L - LIGHT FIXTURE HINKLEY ATLANTIS 24" LEDOUTDOOR WALL LIGHTHIGH BRONZE FINISH H1 H2 M - MECHANICAL SCREEN N - PAINTED CMU P - METAL PANEL Q - METAL LOUVER R - PRE-FABRICATED METAL CANOPY S - PAINTED STEEL TRIM 4x4 METAL MESH - GALVANIZED SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 SHERMAN WILLIAMS: INKWELL - SW 6992 JOB # 5/10/2017 9:50:12 PM SD-05 ELEVATIONS NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1/8" = 1'-0"1 9 - West Elevation - Color 1/8" = 1'-0"2 10 - NW Radius Elevation - Color 1 2 1/4" = 1'-0" MATERIAL BOARD Building Materials and Elevations 06 HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 25JOB # 5/8/2017 11:09:45 AM SD-06 FENCE AND SCREEN OPTIONS NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1 PERSPECTIVE - STRAIGHT FENCING3PERSPECTIVE - GREEN SCREEN AT TRANSFORMER Views - Fence, Stair, Generator STAIR AND GENERATOR ENCLOSURE HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 26 RD OD RD OD RD OD RD OD RDODRDODF M IN .SLO PE :1/4"/ 12"MIN.SLOPE:3/4"/12"MI N . S L O P E : 1/4 " / 1 2 "MI N . S L O P E : 1/4 " / 1 2 "MIN.SLOPE:3/4"/12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12" MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MIN. SLOPE: 1/4" / 12"MI N . S L O P E : 1/4 " / 1 2 " M IN .SLO PE :1/4"/ 12"M IN .SL O P E:1/4"/ 12"MI N . S L OP E : 1/4 " / 1 2 "SLOPE: 1/4" /FT.1/4" / 12"STAIR 1 PHOTOVOLTAIC PANEL ARRAY PHOTOVOLTAIC PANEL ARRAY PHOTOVOLTAIC PANEL ARRAY PHOTOVOLTAIC PANEL ARRAY PHOTOVOLTAIC PANEL ARRAY PHOTOVOLTAIC PANEL ARRAY P H OT O V O L T A I C P A N E L A R R A Y P H OT O V O L T A I C P A N E L A R R A Y P H O T OVO L T A I C P A N E L A R R A Y MECH. SCREEN MECH. SCREEN MECH. SCREEN MECH. SCREEN MECH. SCREEN JOB # 5/8/2017 11:19:13 AM SD-08 ROOF - SCREENING NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY Roof Plan HUMPHREYS PARTNERS Ithaca , NY HPA# 16077 CITY CENTRE 5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com NEWMAN DEVELOPMENT GROUP SHEET REV. REV. REV. REV.12-20-2016 WHITHAM PLANNING & DESIGN, LLC Revised 05.09.2017 Page 27JOB # 5/8/2017 11:19:06 AM SD-07 PERSPECITVE - SCREENING NEWMAN DEVELOPMENT GROUP CITY CENTRE 16077 ITHACA, NY 1 PERSPECTIVE - SCREENING GRADE 2 PERSPECTIVE - SCREENING 100'3 PERSPECTIVE - SCREENING 140' 4 PERSPECTIVE - SCREENING FROM COMMONS Views of Rooftop