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HomeMy WebLinkAboutPB Packet Beebe Hall 9-15-26 mtg To: Planning Board Members From: Nick Quilty-Koval, Planner Date: September 8, 2026 RE: Cornell University Beebe Hall Maker Hub Renovations – Preliminary and Final Site Plan Approval, Special Permit Please find attached materials related to preliminary and final site plan review for the proposed Cornell University Beebe Hall Maker Hub Renovation project, located at 110 Arboretum Road, between Forest Home Drive and Judd Falls Road, in the Low Density Residential Zone. The project involves a 350 square foot building addition for increased pedestrian access, a new outdoor porch area, a new building entrance on the south face of the building, and new rooftop equipment, and other building modifications. In addition to the modifications noted above, the project includes the removal of four saplings to relocate an existing building transformer and provide a formalized dumpster location. To accommodate a new pedestrian sidewalk along the northern portion of Arboretum Road, the project includes removal of six evergreen. The project also includes seven new bike racks and other associated site modifications. This project requires preliminary and final site plan review because the proposed alterations include the modification of institutional buildings for which not previous site plans exist as noted in Town of Ithaca Code §270-184(C). The project is anticipated to be classified as a Type II Action under State Environmental Quality Review Act 6 NYCRR 617.5 (c)(9), 617.5(c)(10), and 617.5(c)(18). Attached is the draft Special Permit resolution for Planning Board consideration. Please call me at (607) 273-1747 ext. 127 or email me at nquiltykoval@townithacany.gov if you have any questions, comments, or concerns. Cc: Travis Fisher, Cornell University Leslie Schill, Cornell University August 25, 2026 Town of Ithaca Planning Board 215 North Tioga Street Ithaca, NY 14850 Attention: C.J. Randall, Director of Planning Re: Site Plan Review Beebe Hall CU Maker Hub Renovation Project 110 Arboretum Rd Ithaca, NY 14850 Dear Director Randall, On behalf of Cornell University, we are pleased to submit the enclosed documents for Site Plan review by the Town of Ithaca Planning Board for the proposed Beebe Hall CU Maker Hub Renovation project located at 110 Arboretum Rd. We are pleased to submit this letter of intent with project narrative and building elevations (prepared by Ashley McGraw Architects, dated 08/21/26), in support of the project application. These are supplemental to the following documents that were previously submitted on 8/5 & 8/6/2026 via Open Gov with the project application: A. Copy of the Topographical Survey, prepared by T.G. Miller P.C., dated 04/24/26. B. Copy of the Site Development Plans, prepared by Ashley McGraw Architects and Fisher Associates, dated 07/22/26 (Utility Plan, Erosion and Sediment Control Plan and Details, Demolition Plan, Materials and Layout Plan, Grading Plan, Planting Plan, and Site Details) Existing Conditions The existing 43-acre tax parcel (67.-1-13.2) is located along Arboretum Drive and stretches south to central campus, incorporating buildings such as Bruckner Lab, Atkinson Hall, and Fernow Hall. The parcel then crosses Tower Road to capture the throwing fields and portion of the university track. The site is currently developed with single building – Beebe Hall (circa 1910) - and small adjacent parking lot and is surrounded by trees and backs into a slope up to central campus. Project Purpose and Scope Cornell University is proposing to renovate and transform 11,000 sq ft of the existing 14,744 sq ft of Beebe Hall and add a small 350 sq ft addition, as a southern pedestrian entrance. Originally a utilities facility, Beebe Hall has served as warehousing in the past and today is an office building. The vision for the renovated Beebe Hall is to become the Cornell Maker Hub available for the Cornell student community to utilize. Location, Access, and Zoning Located at 110 Arboretum Road, across from the Nevin Welcome Center parking lot, Beebe Hall is sited at the intersection of Forest Home Drive and Arboretum Road and accessed by vehicle from an uphill driveway off Arboretum Road. The site is elevated from both roads and nestled into the slope at the rear (south), where the new entrance addition is proposed. The site is connected to Central Campus via asphalt pedestrian paths that lead to the north sides (back) of Mann Library, Fernow Hall, and Bruckner Lab through the trees on the slope. The site is surrounded by woods: on the south slope, Botanic Gardens natural area to the west, mature plantings along both streets. Today, Beebe Hall has 16 standard parking spots onsite as well as 2 ADA spaces. The proposed design will keep the existing parking count. The new design proposes a new streetside sidewalk (2 alternatives are shown: 1 on the north and 1 on south sides of Arboretum Rd) connected by an existing crosswalk to parking at the Nevin Welcome Center public parking lot (Parkmobile). Bicycle parking is being added in the new design, to include 7 new bike racks. Like almost all Cornell University campus land within the Town of Ithaca, this site is located in the Low Density Residential zone. This project anticipates conforming to the zoning requirements in this district. Beebe Hall is located next to the Beebe Lake and Gorge UNA that extends from Beebe Lake to the western side of the building. Impacts to the UNA are expected to be nonexistent/negligible, as this is largely an interior renovation project. This is a NYS contract college facility so the Authority Having Jurisdiction for the building will be Cornell’s SUNY Code Enforcement Official. However, pursuant to the Town of Ithaca- Cornell University Memorandum of Understanding dated December 2022, which establishes protocols for contract college projects situated in the Town and administered by Cornell relative to local municipal approvals, Town site plan approval for this project is deemed necessary. Project Description: Site and Building Beebe Hall renovation will include both floors, including all new floor plan layouts, upgraded mechanical systems, and utilities infrastructure. The project will add a new south entrance (350 SF) on the upper floor, an upgraded elevator, and an outdoor porch space (450 SF). The project design proposes removal of four saplings (adjacent to the parking lot – three on the east and one to the northwest) to relocate the building transformer and provide a formalized to dumpster location separated from vehicle circulation. Four bushes will also be removed onsite. Across the street on Arboretum Road, a design alternative for the project proposes a new sidewalk that connects the project site to auxiliary parking and provides a safe means for pedestrians to navigate the site. This would remove six additional evergreens – three are large trees exceeding 25” – to open site lines along the street and provide width for pedestrian infrastructure. Landscape and site improvements will include five new trees on the western project edge near the natural area, a single new tree at the driveway entrance, new building foundation plantings at the building perimeter, new south entrance lighting, a new streetside sidewalk along Arboretum Rd, and relocation of the existing electrical transformer. Limited exterior improvements to the building include a new entrance on the south face of the building providing direct connection to campus pedestrian traffic, an elevated outdoor porch with seating (above the loading dock area on the west), rooftop HVAC air handling equipment, and building-wide window surround painting. Energy and Utilities Beebe Hall is/will continue to be serviced by Cornell utilities. Nine new bollard site lights are being added near the new southern entrance path, as well as building mounted lighting to that entrance. All lights will be dark-sky compliant, in conformance with Town of Ithaca standards and be 3,000K color temperature. The existing electrical transformer is being upgraded and moved away from the building façade toward Arboretum Rd, adjacent to the parking lot (as shown on the site plan). Environmental Considerations While the site is adjacent to the southernmost portion of the Beebe Lake Woods and Gorge Unique Natural Area (UNA-132) on its west side, the project as proposed would neither build in, nor encroach on the natural area. Per our review, this is a Type 2 Action that does not require and EAF submittal. Impact on public views from Forest Home Drive will be minimal/imperceptible, as the site is visually buffered from that singular public right-of-way. The only visual change to the building perceivable from the front (northern) façade will be required rooftop HVAC equipment that will be set back on the SW corner of the roof. In addition to mature trees along both street approaches, the site’s elevated position relative to the Forest Home Drive makes it difficult to see the building from most vantages. We respectfully request to be placed on the September 15, 2026 meeting agenda to present the project. Sincerely, Leslie Schill Director of Campus Planning Cornell University Facilities and Campus Services CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 2 UTILITY PLAN LEGEND KEY MATERIAL CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 1 CONTRACT LIMIT LINE ALTERNATE 2 EXSITING WATERLINE EXISTING CHILLED WATERLINE EXISTING STORM LINE EXISTING SANITARY LINE EXISTING ELECTRIC EXISTING STEAM PIPE EXISTING STRUCTURE A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 UTILITY PLAN C200 UTILITY NOTES 0 10'20' Scale: 1" = 10'-0"PROJECT NORTH TRUE NORTH 1" = 20' UTILITY PLAN ALTERNATE #1 - BOTANIC GARDEN SOUTHERN CONCRETE WALKD1 0 20'40' Scale: 1" = 20'-0"NORTH 1.THERE SHALL BE NO INTERRUPTION OF ANY UTILITY SERVICE, UNLESS WRITTEN APPROVAL TO DO SO IS OBTAINED FROM UTILITY OWNER. 2.EXISTING UNDERGROUND UTILITIES THAT ARE NOT DESIGNATED TO BE REMOVED SHALL BE CONSIDERED ACTIVE. ALL EXISTING UNDERGROUND UTILITIES SHALL BE PROTECTED FROM DAMAGE UNLESS OTHERWISE SPECIFIED FOR ALTERATION OR REMOVAL AS PART OF THIS PROJECT. 3.ALL EXISTING UTILITIES TO BE CROSSED AND ALL UTILITY POLES NEAR EXCAVATIONS SHALL BE PROTECTED, PRESERVED, AND SUPPORTED AS NECESSARY BY THE CONTRACTOR AS PART OF ITS BASE BID. 4.ALL EXISTING PAVEMENTS TO BE CROSSED BY UTILITY INSTALLATIONS SHALL BE SAW CUT AT OR BEYOND THE REQUIRED LIMIT OF DISTURBANCE AND NEW PAVEMENT IS TO BE INSTALLED PER THE RESPECTIVE FULL DEPTH PAVEMENT SECTION. INSTALLATION OF UTILITIES UNDER NEW PROJECT PAVEMENTS SHALL NOT BE PERMITTED AFTER PAVEMENTS ARE INSTALLED UNLESS THE CONTRACTOR RESURFACES THE ENTIRE AREA AT THE CONTRACTOR'S EXPENSE. 5.TRENCH BOTTOMS AND BACKFILL UNDER PAVEMENT LOCATIONS SHALL BE COMPACTED IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS. 6.THE CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY CONNECTIONS (ELECTRIC, GAS) AS WELL AS PROVIDING INFRASTRUCTURES REQUIRED BY UTILITY COMPANY. 7.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PAVEMENT GEOTEXTILE FABRIC. 1" = 10' UTILITY PLAN - BASE BIDA1 EROSION AND SEDIMENT CONTROL PLAN LEGEND KEY MATERIAL CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 1 CONTRACT LIMIT LINE ALTERNATE 2 SILT FENCE SILT SOCK INLET PROTECTION CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 2 A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 EROSION AND SEDIMENT CONTROL PLAN C300 SHEET NOTES - EROSION AND SEDIMENT CONTROL PLAN 0 10'20' Scale: 1" = 10'-0"PROJECT NORTH TRUE NORTH1" = 10' EROSION AND SEDIMENT CONTROL PLAN - BASE BIDA1 1.DRAINAGE PATTERNS SHALL NOT BE CHANGED BY THE CONTRACTOR WITHOUT THE EXPRESS CONSENT OF THE ENGINEER. 2.EROSION CONTROL, GRADING, UTILITY CONSTRUCTION AND ALL OTHER PROPOSED WORK SHALL BE RESTRICTED TO THE LIMITS OF THE SITE AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY DURING CONSTRUCTION TO PREVENT SEDIMENT FROM BEING TRANSPORTED OUTSIDE THE LIMITS OF DISTURBANCE. 3.MAINTENANCE OF EROSION & SEDIMENT CONTROLS WILL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AS SPECIFIED ON THESE DRAWINGS. THE CONTRACTOR SHALL DESIGNATE A MEMBER OF THEIR FIRM TO BE RESPONSIBLE TO MONITOR EROSION CONTROL, EROSION CONTROL MEASURES, TREE PROTECTION AND PRESERVATION THROUGHOUT CONSTRUCTION. 4.THE CONTRACTOR SHALL DETERMINE EXACT LOCATION AND ELEVATION OF UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS TO LOCATE UNDERGROUND FACILITIES AS NECESSARY. 5.ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 21 DAYS SHALL BE TEMPORARILY SEEDED WITH QUICK RYE GRASS AND MULCHED WITHIN 14 DAYS OF GRADING COMPLETION TO REDUCE EROSION. PROPERTY SHALL BE FINAL GRADED AND SEEDED (HYDROSEED OR SEED WITH STRAW MULCH) AS SOON AS POSSIBLE. 6.TEMPORARY SEED AND MULCH DITCHES, TOPSOIL STOCKPILE AND ANY OTHER DISTURBED AREAS NOT SCHEDULED FOR IMMEDIATE ADDITIONAL WORK. 7.THE CONTROL OF EROSION AND SEDIMENT SHALL BE A CONTINUOUS PROCESS UNDERTAKEN AS NECESSARY AFTER THE COMPLETION OF THIS PROJECT. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE PRIOR TO CLEARING AND CONSTRUCTION AS WELL AS MAINTAINED AND REPLACED IF NECESSARY UNTIL SUCH TIME AS A SUBSTANTIAL STAND OF VEGETATION HAS DEVELOPED AND POTENTIAL FOR EROSION NO LONGER EXISTS. 8.ALL EROSION SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL DATED NOVEMBER 2016. 9.THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN EROSION CONTROL MEASURES IN LAWN AREAS UNTIL GROUND COVER IS ESTABLISHED. 10.ALL SOIL STOCKPILES AND TOPSOIL STOCKPILES SHALL BE COVERED OR SURROUNDED BY SILT FENCE ON ALL SIDES AND AT ALL TIMES WHEN STOCKPILES ARE NOT BEING WORKED. 11.ALL TREES TO REMAIN SHALL BE PRUNED, WATERED, AND FERTILIZED PRIOR TO, DURING, AND AFTER CONSTRUCTION. MATERIALS AND EQUIPMENT STORAGE SHALL NOT BE ALLOWED IN FENCED AREAS. 1" = 20' EROSION AND SEDIMENT CONTROL PLAN ALTERNATE #1 - BOTANIC GARDEN SOUTHERN CONCRETE WALKD1 0 20'40' Scale: 1" = 20'-0"NORTH A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 EROSION AND SEDIMENT CONTROL DETAILS C400 SILT FENCE DETAIL 3SCALE: NTS TYPICAL FILTER FABRIC DROP INLET PROTECTION DETAIL 2SCALE: NTS CONCRETE WASHOUT AREA DETAIL 4SCALE: NTS 4' TYPICAL TREE PROTECTION 5SCALE: NTS DEWATERING FILTER BAG DETAIL SCALE: NTS 6 CATCH BASIN DETAIL 1SCALE: NTS PERSPECTIVE VIEW A G B E D C F SECTION FRAMES AND GRATES CATALOG NUMBER A - GRATE SIZE B - GRATE THICKNESS C - CLEAR OPENING D - FRAME OPENING E - FRAME SIZE F - FRAME HEIGHT G - GRATE OPENINGS V-5630 31 34x31 3 4 1 12 30 18x30 18 34x34 37 12x37 12 4 1 516x6 58 V-5636 37 1 2 x 37 1 2 1 1 2 36 x 36 37 3 4 x 37 3 4 37 3 4 x 37 3 4 4 0.875 7SCALE: NTS CATCH BASIN FRAME & GRATE SAWCUT ASPHALT PAVEMENT ASPHALT PAVEMENT TO BE REMOVED, TYP. VEGETATION IN ARBORETUM TO BE PROTECTED DURING DURATION OF CONSTRUCTION VEGETATION IN ARBORETUM TO BE PROTECTED DURING DURATION OF CONSTRUCTION GRAVEL TO BE REMOVED CONCRETE PAVEMENT TO BE REMOVED BOLLARDS (X2) TO BE REMOVED EX. BLUESTONE WALL TO REMAIN AND BE PROTECTED SAWCUT CONCRETE PAVEMENT CONCRETE PAVEMENT TO BE REMOVED GRANITE CURB TO BE REMOVED AND SALVAGED FOR REINSTALLATION, TYP. SAWCUT ASPHALT PAVEMENT BOLLARDS (X2) TO BE REMOVED CONCRETE PAVEMENT AND PADS TO BE REMOVED VEGETATION TO BE REMOVED GRANITE CURB TO BE REMOVED, TYP. VEGETATION TO BE REMOVED, TYP. BICYCLE RACK TO BE REMOVED CONCRETE PAD TO BE REMOVED ASPHALT TO BE REMOVED, TYP. SIGN TO BE REMOVED SAWCUT ASPHALT PAVEMENT VEGETATION TO BE REMOVED, TYP. RETAINING WALL TO REMAIN AND BE PROTECTED PARKING STRIPING TO REMAIN UTILITY POLE TO REMAIN AND BE PROTECTED SIGN TO REMAIN AND BE PROTECTED LIGHT POLE TO REMAIN PARKING STRIPING TO BE REMOVED CONSTRUCTION ACCESS GATE SEE SHEET NOTES FOR WEST SITE STAIR HANDRAIL UPGRADE SAWCUT ASPHALT PAVEMENT GRANITE CURB TO BE REMOVED FOUNDATION PLANTING AROUND BUILDING TO BE REMOVED FENCING AND POSTS TO BE REMOVED ALT #2 - VEGETATION TO BE REMOVED, TYP. CONTRACT LIMIT LINE ALTERNATE 2 CONTRACT LIMIT LINE BASE BID CONSTRUCTION FENCE, TYP. B1 L502 TREE PROTECTION FENCE, TYP. SAWCUT ASPHALT PAVEMENT VEGETATION TO BE REMOVED, TYP. UTILITY POLE TO REMAIN AND BE PROTECTED CONSTRUCTION ACCESS GATE CONSTRUCTION FENCE, TYP. PARKING SIGNS ALONG BUILDING FRONT TO REMAIN AND BE PROTECTED. CONSTRUCTION FENCE, TYP. SIGN TO BE REMOVED SAWCUT CONCRETE PAVEMENT UTILITY POLE TO REMAIN AND BE PROTECTED POST INDICATOR VALVE TO REMAIN ELECTRIC BOX TO BE REMOVED, SEE MEP PLANS VEGETATION TO BE REMOVED, TYP. GRAVEL PAVEMENT AT LANDING TO BE REMOVED UTILITY POLE TO REMAIN AND BE PROTECTED GRANITE CURB TO BE REMOVED AND SALVAGED FOR REINSTALLATION, TYP. SAWCUT ASPHALT PAVEMENT ASPHALT PAVEMENT TO BE REMOVED, TYP. UTILITY POLE TO REMAIN AND BE PROTECTED SIGN TO REMAIN AND BE PROTECTED CONTRACT LIMIT LINE ALTERNATE 1 TRAFFIC SIGN TO BE REMOVED AND SALVAGED FOR REINSTALLATION A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 SITE DEMOLITION PLAN L101 SITE DEMOLITION NOTES 1" = 10' DEMOLITION PLAN - BASE BIDA1 1.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO DEMOLITION. 2.CONTRACTOR TO TAKE CARE TO NOT IMPACT OR DAMAGE VEGETATION, TREES, AND LANDSCAPE IN THE ADJACENT ARBORETUM AND FORESTED AREAS SURROUNDING THE SITE. ANY DAMAGE DONE TO THE VEGETATION, TREES, OR LANDSCAPE IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND REPLACE ANY DAMAGED MATERIAL. 3.AS PER N.Y.S. INDUSTRIAL CODE 743: CONTRACTOR TO CALL DIG SAFETY NEW YORK (1-800-962-7962) TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, EXCAVATING, DRIVING POSTS, ETC. 4.CLEARING AND DEMOLITION SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS. 5.CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS. 6.PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK. 7.SEE CIVIL PLANS FOR UTILITY REMOVALS. 8.SEE ELECTRICAL DRAWINGS FOR ELECTRICAL REMOVALS. 9.ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF FIRST REFUSAL ON ALL DEMOLISHED MATERIAL. 10.ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6" AND LARGER. 11.PROTECT EXISTING TREES TO REMAIN. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN THE DRIP LINE OF TREES. 12.PROTECT BENCHMARKS. 13.WESTERN SITE STAIR HANDRAIL UPGRADE: RAILINGS TO BE MODIFIED AT TOP AND BOTTOM OF STAIR TREADS TO MEET CODE. CUT AND FABRICATE NEW TOP AND BOTTOM CONNECTIONS, WELD AND PAINT ENTIRE RAILING. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL IMPROVEMENT SECTIONS. 14.ALT #1: MEDIUM DUTY CONCRETE WALK ALONG SOUTH EDGE OF FOREST HOME DR. INCLUDES A CROSSWALK AT THE SITE ENTRY, 6' WALKWAY WITH GRANITE CURB, REVISED SITE ENTRY GRANITE CURBING, AND ASSOCIATED SIGNAGE. 15.ALT #2: MEDIUM DUTY CONCRETE WALK ALONG NORTH EDGE OF FOREST HOME DR. INCLUDES 8' WALK WITH JOINTS. DEMOLITION LEGEND KEY MATERIAL DETAIL ASPHALT PAVEMENT TO BE REMOVED CONCRETE SIDEWALKS, PADS, AND PAVERS TO BE REMOVED GRAVEL PAVEMENT TO BE REMOVED VEGETATION TO BE REMOVED TREE PROTECTION FENCE CONSTRUCTION FENCING CURB TO BE REMOVED HANDRAILS OR FENCES TO BE REMOVED SAWCUT PAVEMENT LIGHT POLE, FLAG POLE, BOLLARD, SIGN, ETC. TO BE REMOVED EXISTING TREE TO REMAIN TREE TO BE REMOVED CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 1 CONTRACT LIMIT LINE ALTERNATE 2 B1 L502 0 10'20' Scale: 1" = 10'-0"PROJECT NORTH TRUE NORTH 1" = 20' DEMOLITION PLAN ALTERNATE #1 - BOTANIC GARDEN SOUTHERN CONCRETE WALKD1 0 20'40' Scale: 1" = 20'-0" PROJECT NORTH 2. 0 0 ' 1. 0 0 ' 1. 0 0 ' 2.33' 2. 3 3 ' 8.50' 8. 0 0 ' D3 L501PARKING STRIPING R3' 5.00', TYP. R3.00 ' C3 L501 BOLLARD IN LANDSCAPE, TYP. EV CHARGING STATION B1 L501 ASPHALT PAVEMENT, TYP. RETAINING WALL A2 L501HEAVY DUTY CONCRETE C1 L501DUMPSTER ENCLOSURE FENCE DETECTABLE WARNING STRIP A1 L501 MEDIUM DUTY CONCRETE PAVEMENT, TYP. OVERHEAD STRUCTURE B2 L501 STONE RETAINING WALL CONCRETE PAVEMENT WITH SNOWMELT SYSTEM A1 L501 MEDIUM DUTY CONCRETE PAVEMENT, TYP. A3 L501 CONCRETE JOINTS, TYP. BOLLARD WITH INTEGRATED LIGHTING, SEE ELECTRICAL DWGS. EXTENTS OF CONCRETE ROOF DECK BELOW C4 L501 BOLLARD IN PAVEMENT, TYP. B1 L501 ASPHALT PAVEMENT, TYP. B1 L501 ASPHALT PAVEMENT, TYP. EXISTING WALL TO REMAIN MECHANICAL EQUIPMENT PAD CONTRACT LIMIT LINE, TYP. ALIGN WITH EXISTING EDGE OF CURB ALIGN WITH EXISTING EDGE STAIR A1 L501 MEDIUM DUTY CONCRETE PAVEMENT, TYP. A3 L501 CONCRETE JOINTS, TYP. ALT #2 - MEDIUM DUTY CONCRETE WALK ALONG NORTH EDGE OF FOREST HOME DR. INCLUDES 8' WALK WITH JOINTS. CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 2 SAWCUT PAVEMENT EJ EJ C5 L501 BICYCLE RACK (x3) C5 L501 BICYCLE RACK (x4) COLORED CONCRETE BANDING 9.5 0 ' 19.00' 8.00' 8. 0 0 ' 4.00' 4.0 0 ' 4.00' 4.00 ' 18 . 0 0 ' 8.50' 20 . 5 4 ' MA T C H EX I S T I N G WID T H ±1 1 . 3 1 ' MA T C H EX I S T I N G WID T H ±1 2 . 0 0 ' 12 . 1 2 ' 8.00 ' MA T C H EX I S T I N G WID T H ±1 1 . 1 3 ' 9. 0 0 ' 6.50' 2. 0 0 ' 2. 5 0 ' 8.00 ' ,TYP . ±12.08' 6.00'3.00'3.00' 10.50' 1.50', TYP. 5.00'5.00'5.00' 9.00', TYP. TRENCH DRAIN, SEE CIVIL DWGS. ALIGN CENTRAL BOLLARD WITH CENTER OF CONCRETE BAND 0. 5 0 ' EXISTING RETAINING WALL CONCRETE SCULPTURE PADS EJ 5' MIN. 3' M I N . A6 L501 GRANITE CURB, TYP. DETECTABLE WARNING STRIP FLUSH CURB TRANSITION CURB 6.00 ' CONTRACT LIMIT LINE ALTERNATE 1 DETECTABLE WARNING STRIP FLUSH CURB TRANSITION CURB R12.00' R1 8 . 0 0 ' A1 L501 MEDIUM DUTY CONCRETE PAVEMENT, TYP. A3 L501 CONCRETE JOINTS D1 L501PARALLEL CURB RAMP B1 L501 ASPHALT PAVEMENT B1 L501ASPHALT PAVEMENT EXISTING TRAFFIC SIGN TO BE REINSTALLED 6.00 ' ,TYP . TRANSITION CURB A6 L501 GRANITE CURB D3 L501PARKING STRIPING A6 L501GRANITE CURB 10 . 6 7 ' D5 L501 STAINLESS STEEL HANDRAIL E3 L501 CROSSWALK A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 LAYOUT AND MATERIALS PLAN L201 LAYOUT AND MATERIALS NOTES GENERAL NOTES: 1.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION. 2.CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. 3.VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING. 4.DO NOT SCALE FROM MEASURING DRAWINGS. 5.WALKS, DRIVES AND WALLS TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR 6.LAYOUT DIMENSIONS AND RADII TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS OTHERWISE NOTED. 7.ALL PAVEMENT RADII ARE 5' UNLESS OTHERWISE NOTED ON PLAN. 8.INSTALL SIGNS PER MUTCD Sec. 2A.18. CONTRACTOR TO VERIFY SIGN LOCATIONS WITH LANDSCAPE ARCHITECT BEFORE INSTALLATION. 9.ALT #1: MEDIUM DUTY CONCRETE WALK ALONG SOUTH EDGE OF FOREST HOME DR. INCLUDES A CROSSWALK AT THE SITE ENTRY, 6' WALKWAY WITH GRANITE CURB, REVISED SITE ENTRY GRANITE CURBING, AND ASSOCIATED SIGNAGE. 10.ALT #2: MEDIUM DUTY CONCRETE WALK ALONG NORTH EDGE OF FOREST HOME DR. INCLUDES 8' WALK WITH JOINTS. SCORING NOTES: 1.SCORING SHOWN IS INTENDED TO MINIMIZE CRACKING AT RADIUS INTERSECTIONS. 2.WHERE POSSIBLE, RADIUS FLARES SHALL BE INCORPORATED INTO LARGER POURS TO MINIMIZE ACUTE ANGLES. 3.TYPICAL SCORING IS TO CREATE EQUAL SQUARES WHERE POSSIBLE, I.E. SPACING IS EQUAL TO WIDTH OF WALK. 4.ALL CONSTRUCTION JOINTS SHALL BE REINFORCED WITH DOWELS PER DETAIL. 5.INSTALL EXPANSION JOINTS EVERY 34' MAX IN CONCRETE PAVEMENT AND IN AREAS WHERE CONCRETE ABUTS CURBS OR OTHER FIXED OBJECTS. 6.PRE-POUR MEETING THAT INCLUDES CONTRACTOR, OWNER, LANDSCAPE ARCHITECT AND ENGINEER TO OCCUR. LAYOUT AND MATERIALS LEGEND KEY MATERIAL DETAIL MEDIUM DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT COLORED CONCRETE CONCRETE PAVEMENT WITH SNOWMELT SYSTEM ASPHALT PAVEMENT EXTENTS OF CONCRETE ROOFDECK CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 1 CONTRACT LIMIT LINE ALTERNATE 2 1" = 10' LAYOUT AND MATERIALS PLAN - BASE BIDA1 0 10'20' Scale: 1" = 10'-0" A2 L501 A1 L501 B1 L501 PROJECT NORTH TRUE NORTH 1" = 20' LAYOUT AND MATERIALS PLAN ALTERNATE #1 - BOTANIC GARDEN SOUTHERN CONCRETE WALKD1 0 20'40' Scale: 1" = 20'-0" PROJECT NORTH A1 L501 851 852 853 854 832 831 828 829 FFE 851.42 TIE INTO EXISTING GRADE ±854.89 TIE INTO EXISTING GRADES ±854.77 TIE INTO EXISTING GRADES ±854.25 TIE INTO EXISTING GRADE ±854.05 850.35 850.64 850.78 EE = 831.60 EE = 831.60 EE = 831.70EE = 831.70 EE = 845.6 FFE 851.42 TC 831.00 BC 830.50TC/BC 830.74 EE = 831.60 831 831.59 831.59 831.69 831.69 BS 831.50BS 831.46 BS 831.57 TIE INTO EXISTING GRADES ± 830.46 830.71 830.74 830.78 830 830 TIE INTO EXISTING GRADES ± 830.49 TIE INTO EXISTING GRADES ± 830.46 TC/BC 830.18 TC 830.75 BC 830.25 TC 830.75 BC 830.25 830.25 TW 830.50 TW 830.50 TW 830.50 851.55 851.40 851.40 851.45 851.55TW 853.06 BW 851.75 851.29 TW 853.06 BW 851.56 1.8% 1.8 % 1.8 % EE 851.40 851.60 851.60 851.28 851.40 851.25 1. 8 % 1.8 % 1.8 % RIM 851.40 851 RIM 850.80 831 831.60 831.40 825 824 825 819 818 820 821 82 2 82 3 82 4 826 825 ALT #2 - GRADING ASSOCIATED WITH CONCRETE WALK ALONG NORTH EDGE OF FOREST HOME DR. TIE INTO EXISTING ±830.36 830 830.15 CONTRACT LIMIT LINE ALTERNATE 2 CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE BASE BID TIE INTO EXISTING GRADE ±825.20 TIE INTO EXISTING GRADE ±824.79 830.21 830.76 TIE INTO EXISTING GRADES ±845.68 TIE INTO EXISTING GRADES ±845.74 849.85 849.46 SLAB ELEV. 850.00 SLAB ELEV. 850.36 SLAB ELEV. 850.50 830 829 828 826 82 5 825 826 RIM 823.90 TC/BC 825.90 830 TC 830.50 BC 830.00 827 TC 830.50 BC 830.00 TC/BC 830.15 TC/BC 830.00 TC/BC 825.80 TC 826.00 BC 825.50 A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 GRADING PLAN L301 1.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 2.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3.GRADING AROUND EXISTING TREES TO BE MINIMIZED. SEE TREE PROTECTION DETAILS. 4.MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. 5.ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES. 6.MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE. 7.SEE ELECTRICAL DRAWINGS FOR PROPOSED UTILITIES. 8.IF GRADING INTERFERES WITH EXISTING SHRUB PLANTING, LIFT AND REPLANT SHRUB WHEN GRADING IS COMPLETE. 9.ALL WALKWAYS TO HAVE A MAXIMUM 1.99% CROSS SLOPE. 10.ALL ADA ACCESSIBLE ROUTES INDICATED ON PLANS TO HAVE A MAXIMUM 4.99% RUNNING SLOPE AS REQUIRED BY CODE. 11.ALT #1: MEDIUM DUTY CONCRETE WALK ALONG SOUTH EDGE OF FOREST HOME DR. INCLUDES A CROSSWALK AT THE SITE ENTRY, 6' WALKWAY WITH GRANITE CURB, REVISED SITE ENTRY GRANITE CURBING, AND ASSOCIATED SIGNAGE. 12.ALT #2: MEDIUM DUTY CONCRETE WALK ALONG NORTH EDGE OF FOREST HOME DR. INCLUDES 8' WALK WITH JOINTS. + BC911.17 GRADING NOTES EL: XXX.XX GRADING LEGEND EXISTING CONTOUR PROPOSED MAJOR CONTOUR PROPOSED CONTOUR SAWCUT CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 1 CONTRACT LIMIT LINE ALTERNATE 2 PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION CATCH BASIN EE=ENTRY ELEVATION FFE=FINISHED FLOOR ELEVATION TC=TOP OF CURB BC=BOTTOM OF CURB TW=TOP OF WALL BW=BOTTOM OF WALL 0 10'20' Scale: 1" = 10'-0"PROJECT NORTH TRUE NORTH1" = 10' GRADING PLAN - BASE BIDA1 1" = 20' GRADING PLAN ALTERNATE #1 - BOTANIC GARDEN SOUTHERN CONCRETE WALKD1 0 20'40' Scale: 1" = 20'-0" PROJECT NORTH 13 RHa 17 ILg 2 QUb 1 LIb 1 LIb 35 RHa 10 RHa 7 RHa 12 RHa 8 ILg 4 RHa 2 ILg 14 RHa 2 ILg 1 ILg CONTRACT LIMIT LINE BASE BID CONTRACT LIMIT LINE ALTERNATE 2 A1 L502 SHRUB AND PERENNIAL PLANTING, TYP. A4 L502 LAWN ESTABLISHMENT B2 L502 TREE PLANTING , TYP. 1 CEc 30 RHa 13 RHa B2 L502TREE PLANTING A1 L502 SHRUB AND PERENNIAL PLANTING A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 PLANTING PLAN L401 PLANTING NOTES 1.ALL PLANTING AREAS TO BE EXCAVATED OR PREPARED TO MINIMUM DEPTH AS SHOWN IN THE DETAILS AND SOILS PLAN 2.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED. 3.ALL TREES AND PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". 4.ALL SHRUBS SHALL BE RANDOMLY PLACED UNLESS OTHERWISE NOTED. SHRUB PLACEMENT SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANT INSTALLATION. 5.NO PLANTS ARE TO BE PLACED WITHIN 24" OF ANY BUILDING FACE. 6.TREES IN LAWN TO RECEIVE 5' DIAMETER MULCH RINGS WITH TRENCH EDGES. PLANTING LEGEND KEY MATERIAL DETAIL PROPOSED TREE PLANTING PROPOSED SHRUB PLANTING TURF GRASS RIGHT-OF-WAY NATIVE WOODS MIX w ANNUAL RYEGRASS A4 L502 A1 L502 B2 L502 1" = 10' PLANTING PLANA1 0 10'20' Scale: 1" = 10'-0"PROJECT NORTH TRUE NORTH 1" = 20' PLANTING PLAN ALTERNATE #1 - BOTANIC GARDEN SOUTHERN CONCRETE WALKD1 0 20'40' Scale: 1" = 20'-0" PROJECT NORTH PROJECT NORTH 1 1/2" COMPACTED NYSDOT SUPERPAVE 12.5MM TOP COURSE 4 1/2" COMPACTED NYSDOT SUPERPAVE 19MM BINDER COMPACTED TYPE 2 NYSDOT SUBBASE TYPE 4 NYSDOT SUBBASE, SEE NOTE 3 FILTER FABRIC MIRAFI 500X OR EQUIVALENT COMPACTED SUBGRADE NOTES: 1.ALL SUBGRADE MATERIALS ARE EXISTING AND SHOWN FOR REFERENCE ONLY. 2.PLACE TACK COAT BETWEEN ASPHALT LAYERS. 3.APPROVED ASPHALT MILLINGS OR APPROVED RUBBLIZED CONCRETE MAY BE USED IN BOTTOM LIFT AND SHALL NOT EXCEED 3" IN THICKNESS 1' - 3 " 3" MEDIUM BROOM FINISH. BROOM PERPENDICULAR TO LINE OF TRAFFIC. NOTES: 1.SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS. 2.BROOM PERPENDICULAR TO LINE OF TRAFFIC. WIDTH AS SHOWN ON PLAN TOOLED EDGE AROUND EACH SCORE JOINT AND EACH EXPANSION JOINT 2" WI D T H A S S H O W N O N P L A N CONCRETE #4 REBAR @ 18" O.C. BOTH WAYS COMPACTED SUBGRADE NOTES: 1.2" MINIMUM CONCRETE COVERAGE ON REBAR AND TIES WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN 6" 1' - 0 " 3" COMPACTED SUBBASE CONCRETE 5000 PSI FIBER REINFORCED CONCRETE COMPACTED SUBGRADE NOTES: 1.CONCRETE SHALL HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6% AIR ENTRAINMENT (±1%), MAXIMUM W/C = 0.40 2.USE VIBRATORY SCREEN DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST EDITION. 3.AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETE CONTINUOUSLY WET FOR 7 DAYS MINIMUM. 4.SEAL ALL EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5.USE MACRO FIBER REINFORCING EQUIVALENT TO W2.9, 6X6, MIN #4/CY. WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN 5" 8" 3" TYPE 2 COMPACTED SUBBASE, NYSDOT ITEM #304.12 NOTES: 1.2" MINIMUM CONCRETE COVERAGE AROUND PIN AND MESH 18" #4 EPOXY-COATED SMOOTH DOWEL AT 16" O.C. GREASE AND CAST INTO FOUNDATION WALL. EXPANSION JOINT BUILDING FOUNDATION 3" 6"1'-2"4" 5" 2 1 / 2 " COCNRETE PAVEMENT, DEPTH VARIES. HAUNCH CONCRETE AS SHOWN TO RECEIVE DOWEL FACE OF EXISTING BUILDING 2" M I N . C L R . SPECIFIED JOINT FILLER 1/2" x 24" DOWEL W/ PLASTIC SLEEVE AT 18" O.C. CONCRETE PAVEMENT, DEPTH VARIES.HAUNCH CONCRETE AS NECESSARY TO ACHIEVE MINIMUM CLEARANCE SUBBASE COMPACTED SUBGRADE 1" DEEP TOOL JOINT (TJ) W/ 1 4" RADIUS SPECIFIED REINFORCEMENT EXPANSION JOINT (EJ) & CONSTRUCTION JOINT (CJ) TOOL JOINT (TJ) BACKER ROD 12" DEEP SEALANT 3' - 0 " 3' - 0 " 6" INSTALL 6" DIAMETER "IDEAL SHIELD" OVER ALL BOLLARDS, BLACK UNLESS OTHERWISE SPECIFIED. AVAILABLE AT (313) 842-7290 OR WWW.IDEALSHIELD.COM 6 5/8"O.D. STEEL PIPE BOLLARD FILLED WITH CONCRETE SLOPE CONCRETE AIR ENTRAINED CONCRETE BASE 1'-6" SEAL JOINT WITH RUBBERIZED ASPHALT CRACK FILLER OR POLYURETHANE CAULK, FLUSH WITH ADJACENT PAVEMENT ISOLATION JOINT 3'- 0 " 3'- 0 " 6" INSTALL 6" DIAMETER "IDEAL SHIELD" OVER ALL BOLLARDS. AVAILABLE AT (313) 842-7290 OR WWW.IDEALSHIELD.COM 6 5/8"O.D. STEEL PIPE BOLLARD FILLED WITH CONCRETE SLOPE CONCRETE 4000 P.S.I. CONCRETE 1'-6" NOTES: 1.BASIS OF DESIGN IS ECLIPSE ALUMINUM FIXED LOUVER FENCING, 80% VISUAL SCREENING AS MANUFACTURED BY AMETCO MANUFACTURING CORPORATION. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WA L L O R B U I L D I N G F A C E FENCE PANEL GATE WA L L O R B U I L D I N G F A C E HINGED SWINGING DOUBLE GATE, NOMINAL SIZE (2) 4'W x 8'H FIXED ALUMINUM LOUVER FENCE INFILL PANEL MANUAL CANE BOLTS (BOTH SIDES) FIXED ALUMINUM LOUVER FENCE INFILL PANEL 6'- 0 58" VARIES - SEE L201 FOR PANEL AND POST LAYOUT4"7'-3" 6'- 0 5 8" 2" TYP FENCE POST FOOTING NOTES: 1.BLUESTONE FOR WALLS TO BE SAWED BED MODULAR WALL STONE IN 2", 4", 6" AND 8" THICKNESSES, WITH A MIX OF ROCKED AND SEAMED FACES. 2. PROVIDE BATTERED FACE. 4. PITCH HORIZONTAL COURSES TO THE REAR. 5. STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVE CONSISTENT JOINTING NO GREATER THAN 1/4". 6.PROVIDE URETHANE CONSTRUCTION ADHESIVE TO BOND COURSES AND COPE. 1'-0" DRAINAGE STONE DRY LAID WALLSTONE ADJACENT LANDSCAPE COMPACTED SUBGRADE 2% FILTER FABRIC 3" LEVELING COURSE VARIES SAWN AND THERMALLED 4" THK. BLUESTONE COPE 1 12 8" SUBBASE 6" M I N VA R I E S 1" 3116 " LIMESTONE SCREENING JOINT. 1/2" MAX WIDTH ADJACENT PAVEMENT 8" PLAN ELEVATION ELEVATION PLAN SIZE AND SPACING OF TRUNCATED DOMES TOP DIA. 50-65% OF BOTTOM DIA, .2 " 0. 6 5 " M I N . 1. 6 - 2 " 1.6-2" DETECTABLE WARNING PATTERN NOTES: 1.NEENAH FOUNDRY - CAST IRON OR EQUAL (UNPAINTED). 2.THE SIZE OF THE WARNING FIELD SHALL BE 2' IN DIRECTION OF TRAVEL AND FULL WIDTH OF RAMP. EXCLUSIVE OF SIDE FLARES. 3.LOCATE DETECTABLE WARNING FIELD AT BACK EDGE OF CURB. IF NO CURB, LOCATE 6" FROM ROADWAY PAVEMENT. 4.DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE DIRECTION OF TRAVEL. 5.SEE CORNELL UNIVERSITY STANDARD DETAIL 1.5.4 FOR ADDITIONAL INFORMATION. BROOM FINISH CONCRETE PERPENDICULAR TO SLOPE GRANITE CURB CONCRETE SIDEWALK 1:12 (8.3%) MAX. SLOPE 1:5 0 ( 2 % ) MA X . S L O P E PAVEMENT 6'-0"VARIES GRANITE CURB TRUNCATED DOME DETECTABLE WARNING PATTERN, PER NYSDOT 705, SEE BELOW. RE V E A L A S IN D I C A T E D O N CU R B D E T A I L TOP OF FRONT GRANITE CURB FLUSH PARALLEL RAMP/SIDEWALK SURFACE TOP OF BACK CURB ROADWAY PAVEMENT SURFACEBOTTOM OF GRANITE CURB 4" 4" WHITE STRIPE ALL SPACES 8'-6" O.C. 16 ' - 0 " EDGE OF PAVEMENT 4" WHITE PERIMETER STRIPING 4" WHITE STRIPING @45° AND 2' O.C. SEE PLAN FOR WIDTH NOTES: 1.BASIS OF DESIGN: CHARGEPOINT, INC., MODEL: CPF50-L18-PEDMNT-CMK6-Dual SEE MANUFACTURER'S RECOMMENDATIONS FOR MOUNTING DETAILS DUAL PEDESTAL MOUNT WITH CABLE MANAGEMENT KIT CHARGING STATION TYPE "C" GRANITE CURBING 5"X16", SAWN TOP, SPLIT FACE (4' MIN LENGTH) REPAIR BACK OF CURB TO MATCH EXISTING OR AS SPECIFIED TOP VIEW ELEVATION UNDISTURBED EARTH DRY BED OF CONCRETE MIX GRANITE CURBING USE FLEXIBLE CAULK AT 150' INTERVALS FOR EXPANSION, OTHER JOINTS <1/8" GAP "LEAN" CONCRETE CONTINUOUS FULL LENGTH OF CURB 9" NYSDOT 304-2.02 TYPE 4 SUBBASE COMPACTED IN 5" LIFTS 6" MIN.6" MIN. 5" 6" 3" MIN. DEPTH "DRY" CONCRETE MIX AS CURB BEDDING "LEAN" CONCRETE CONTINUOUS FULL LENGTH OF CURB ADJ. PAVEMENT 2'-6" 2'- 8 12" 10 " 6" 2 3/8" DIAMETER STEEL PIPE, ABOVE GRADE PORTION COVERED WITH BLACK 1/16" PVC COATING 6" CORE DRILLED IN CONCRETE EXISTING GRADE 3" x 3" x 1/8" STEEL PLATE WELDED TO PIPE UNDISTURBED OR COMPACTED SUB-GRADE NOTES: 1.BASIS OF DESIGN IS DERO 42 1/2 X 30" BICYCLE RACK HD: CORNELL HOOP. 2.PROVIDE SURFACE MOUNT OPTION WITH MANUFACTURER'S ANCHORS. 1 1/2" O.D. SCHEDULE 40 STAINLESS STEEL HANDRAIL AND POSTS MIN . 2 " C O V E R 36 " , T Y P . CONCRETE SONOTUBE 10" 3'- 0 " 2'- 0 " ADJACENT CONCRETE PAVEMENT 6'-0" MAX SPAN BETWEEN POSTS NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2.PROVIDE SHOP DRAWINGS FOR ALL SET OF HANDRAILS. 3.AT NO POINT SHALL THE RAILING HEIGHT BE LESS THAN 34" OR GRATER THAN 38" MEASURED VERTICALLY FROM NOSE OF THE TREAD TO THE TOP OF THE RAIL. 6' - 0 " , T Y P . 1'-6", TYP. EXISTING MAIN ENTRY PARKING AISLE PROPOSED CURB RAMP 6" , T Y P . EVENLY DISTRIBUTE STRIPINGEQUAL.EQUAL. WHITE PAVEMENT MARKING SITE DETAILS L501 1" = 1'-0" ASPHALT PAVEMENTB1 3/4" = 1'-0" CONCRETE SIDEWALK BROOM FINISHA41" = 1'-0" HEAVY DUTY CONCRETEA21" = 1'-0" MEDIUM DUTY CONCRETE PAVEMENTA1 1" = 1'-0" PIN AT BUILDING THRESHOLDA51" = 1'-0" CONCRETE JOINTSA3 1/2" = 1'-0" BOLLARD IN PAVEMENTC41/2" = 1'-0" BOLLARD IN LANDSCAPEC3 A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 1/2" = 1'-0" DUMPSTER ENCLOSURE FENCEC1 1/2" = 1'-0" STONE RETAINING WALLB2 1/2" = 1'-0" PARALLEL CURB RAMP - ALTERNATE #1D1 1/4" = 1'-0" PARKING STRIPINGD3 1/2" = 1'-0" EV CHARGING STATIOND4 1" = 1'-0" GRANITE CURBA6 1/2" = 1'-0" BICYCLE RACKC5 1/2" = 1'-0" STAINLESS STEEL HANDRAIL - ALTERNATE 1D5 1/4" = 1'-0" CROSSWALK - ALTERNATE #1E3 PLANT SHALL BE SET AT OR SLIGHTLY ABOVE THE ESTABLISHED FINISH GRADE 4" SPECIFIED SHREDDED BARK MULCH UNTIE AND ROLL BACK BURLAP FROM 1/3 MIN. OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT AND REMOVE EVERYTHING EXCEPT BURLAP. SPECIFIED PLANTING SOIL SPADE EDGE OF MULCH PERIMETER SCARIFY SIDES AND BOTTOM OF TREE PIT TO PREVENT GLAZING OF SUBGRADE. 3X WIDTH OF ROOT BALL (7' MIN.) KEEP MULCH AWAY FROM TRUNK AND TRUNK FLARE PRUNE AND REMOVE DEAD AND BROKEN BRANCHES BOTTOM OF ROOT BALL TO SIT ON UNDISTURBED SUBSOIL OR COMPACTED PLANTING SOIL TO PREVENT FUTURE SETTLING OF TREE ADJACENT SURFACE VARIES, SEE LANDSCAPE PLANS NOTES: 1.PLACE SOILS IN LIFTS PER SPECIFICATIONS 2.COMPACT PLACED SOILS PER SPECIFICATIONS NOTES: 1.PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER 2.PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING 3.ENTIRE BED TO BE EXCAVATED AND BACKFILLED WITH PLANTING MIX 4.PLACE SOILS IN LIFTS PER SPECIFICATIONS 5.COMPACT PLACED SOILS PER SPECIFICATIONS SHREDDED BARK MULCH, EXTENT OF BEDLINE, -4" FOR SHRUBS -3" FOR PERENNIALS AND BULBS UNTIE AND ROLL BACK BURLAP FROM MIN. 1/3 OF ROOT BALL. SYNTHETIC WRAP IS UNACCEPTABLE. CUT WIRE BASKETS AND REMOVE. SPECIFIED PLANTING SOIL SPADED BED EDGE UNDISTURBED SUBGRADE 24 " M I N , S E E S O I L AN D M U L C H P L A N SCARIFY SIDES AND BOTTOM OF HOLE TO PREVENT GLAZING OF SUBGRADE. PLANT CENTER ON CENTER (O.C.) SPACING ROW SPACING 'D' 'D' 'D' 'D' = O.C. SPACING AS INDICATED IN THE PLANT SCHEDULE 60° PLANT SPACING RO W SP A C I N G PLANT CENTER STAGGER ROWS UNLESS INDICATED OTHERWISE ON PLANS KEEP OUT TREE PROTECTION AREA 4X4 PT POSTS DRIVEN INTO GROUND. MAINTAIN EXISTING GRADE WITH TREE PROTECTION FENCE 18" x 24" SIGN LAMINATED IN PLASTIC SPACED EVERY 50' ALONG FENCE 6' MIN. 2X6 PT RAILS 1'- 1 1 15 16 " 4' - 0 116 " NOTES: 1.TREE PROTECTION TO BE PLACED AROUND SINGLE TREES OR GROUPS OF TREES AS SHOWN ON PLAN. EXTEND OUT TO DRIPLINE OR AS INDICATED ON DEMOLITION PLAN. 6'-0" O.C. FENCE OR STRUCTURE LEAN NURSERY STAKE AGAINST THE WALL. STAKE TO BE REMOVED AFTER THE VINE HAS ATTACHED TO STRUCTURE OR TRELLIS 3" SPECIFIED SHREDDED BARK MULCH SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE 24 " M I N . S E E S O I L S A N D M U L C H P L A N BUILDING FACE OR SUPPORT STRUCTURE BOTTOM OF ROOT BALL TO SIT ON UNDISTURBED SUBSOIL OR COMPACTED PLANTING MIX TO PREVENT FUTURE SETTLING NOTES: 1.PLACE SOILS IN LIFTS PER SPECIFICATIONS 2.COMPACT PLACED SOILS PER SPECIFICATIONS SCARIFY SIDES AND BOTTOM OF HOLE TO PREVENT GLAZING OF SUBGRADE SPECIFIED TURF SEED - APPLY AT RATE AS SPECIFIED AND ROLL INTO SOIL 6" TURF SOIL. ROLL AND COMPACT TO 85% PROCTOR DENSITY. AERATED/ROTOTILLED SUBSOIL UNDISTURBED AND/OR COMPACTED SUBGRADE 6" 6" HYDRO-MULCH GRAVEL MULCH FINISHED GRADE COMPACTED SUBGRADE 3" SEPARATION FABRIC SEE PLANS ADJACENT STRUCTURE 3/8" THICK x 5" HIGH STEEL EDGING WITH 12" LONG STAKES ON SIDES ADJACENT TO NON-RIGID CONDITIONS SITE DETAILS L502 A B C D E 1 2 3 4 5 6 REV. NO. REV. DATE DATE ISSUED: AM JOB NO. OWNER: SEAL: CONSULTANT: NOT F O R CONS T R U C T I O N REV. DESCRIPTION © 2023 - ASHLEY MCGRAW ARCHITECTS TH E S E D O C U M E N T S W E R E P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L . T H E D O C U M E N T S A N D A L L T H E I D E A S , AR R A N G E M E N T S , D E S I G N S A N D P L A N S A R E O W N E D B Y A N D R E M A I N T H E P R O P E R T Y O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . T H E S E D O C U M E N T S MA Y N O T B E A L T E R E D O R U S E D W I T H O U T T H E K N O W L E D G E O R C O N S E N T O F A S H L E Y M C G R A W A R C H I T E C T S , P . C . I T I S A V I O L A T I O N O F T H E ED U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K T O A L T E R O R M O D I F Y T H I S D O C U M E N T I N A N Y W A Y U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A LIC E N S E D A R C H I T E C T O R E N G I N E E R . TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T S O R I G I N A L P A G E S I Z E PROJECT STATUS: N O T F O R C O N S T R U C T I O N ARCH NAME 24213 2026.08.21 CORNELL UNIVERSITY ITHACA, NEW YORK 14853 ARCH ## 95% CD CO R N E L L U N I V E R S I T Y BE E B E H A L L C U M A K E R H U B R E N O V A T I O N S 11 0 A R B O R E T U M R D , IT H A C A , N Y 1 4 8 5 0 125 EAST JEFFERSON STREET SYRACUSE, NEW YORK 13202 1/2" = 1'-0" TREE PLANTINGB2 1/2" = 1'-0" SHRUB AND PERENNIAL PLANTINGA1 1/2" = 1'-0" SHRUB AND PERENNIAL SPACINGA2 1/4" = 1'-0" TREE PROTECTION FENCEB1 1/2" = 1'-0" VINE PLANTINGA3 1" = 1'-0" LAWN ESTABLISHMENTA4 1" = 1'-0" GRAVEL MULCH DRIP STRIPB4 PROPOSED RESOLUTION: Preliminary & Final Site Plan Approval, Special Permit Cornell University Beebe Hall Maker Hub Renovations 110 Arboretum Road Tax Parcel 67.-1-13.2 Town of Ithaca Planning Board September 15, 2026 WHEREAS: 1. Consideration of Preliminary & Final Site Plan and Special Permit Approval for the proposed Cornell University Beebe Hall Maker Hub Renovation project, located at 110 Arboretum Road, between Forest Home Drive and Judd Falls Road, in the Low Density Residential Zone. The project involves a 350 square foot building addition for increased pedestrian access to the existing building, a new outdoor porch area, new rooftop equipment, and other building and site modifications. This is a Type II Action under the State Environmental Quality Review Act and is not subject to an environmental review. Travis Fisher, Applicant; Cornell University, Owner, 2. In accordance with 6 NYCRR State Environmental Quality Review, §617.5 (c)(9) “construction or expansion of a primary or accessory/appurtenant, nonresidential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities;” §617.5(c)(10) “routine activities of educational institutions, including expansion of existing facilities by less than 10,000 square feet of gross floor area and school closings, but not changes in use related to such closings;” and §617.5(c)(18), “reuse of a residential or commercial structure, or of a structure containing mixed residential and commercial uses, where the residential or commercial use is a permitted use under the applicable zoning law or ordinance, including permitted by special use permit, and the action does not meet or exceeds any of the thresholds in section 617.4 of this Part” are Type II Actions and are therefore not subject to further environmental review, and 3. The Planning Board, at a public hearing held on September 15, 2026, has reviewed and accepted as adequate a narrative and a set of drawings entitled “Beebe Hall CU Maker Hub Renovations,” including Sheets C200, C300, C400, L101, L201, L301, L401, L501, L502, prepared by Fisher Associates, dated August 8, 2021, and other application materials, NOW THEREFORE BE IT RESOLVED: 1. That the Planning Board hereby finds that the Special Permit standards of Article XXIV Section 270-200, Subsections A – H, of the Town of Ithaca Code, have been met, specifically that: A. The project will be suitable for the property on which it is proposed, considering the property’s size, location, and physical site characteristics. • The adaptive reuse project is located on the Cornell University property and maintains the existing building footprint with minor modifications to site parking, installation of sidewalks, and removal and replacement of landscaping. B. The proposed structure design and site layout are compatible with the surrounding area. • The proposed exterior modifications to existing buildings with updated materials are complementary to the university’s architectural vernacular. C. Operations in connection with the proposed use do not create any more noise, fumes, vibration, illumination, or other potential nuisances than the operation of any permitted use in the particular zone. • The proposed project will produce temporary noise, vibration, and other nuisances associated with constructing new architectural features, painting, construction new parking spaces, and installing new pedestrian walkways. Such nuisances will cease upon completion of the project. D. Community infrastructure and services, such as police, fire and other protective services, roadways, schools, and water and sewer facilities are currently, or will be, of adequate capacity to accommodate the proposed use. • The project does not include modifications to existing community infrastructure and services are of adequate capacity to accommodate the proposed use. E. The proposed use, structure design, and site layout comply with all the provisions of the Town Code and with the Town of Ithaca Comprehensive Plan. F. The site layout, with proposed vehicular, bicycle and pedestrian access, traffic circulation, and parking and loading facilities, is sufficient for the proposed use and is safely designed for emergency vehicles. • This project includes minor modifications to construction two additional parking spaces along the northern parking area and construction of new asphalt pavement areas located adjacent to a proposed overhead door. All accessways have been designed with consideration for emergency vehicles G. The project includes sufficient landscaping and/or other forms of buffering to protect surrounding land uses. Existing vegetation is preserved to the extent possible. • The project includes the removal of four bushes and four saplings at 110 Arboretum Road. The project also includes the removal of six evergreen trees across the street on Arboretum Road to support the construction of a new pedestrian sidewalk. The project includes a planting plan detailing foundational plantings around the existing building and new trees and shrubs located around the site. H. To the extent deemed relevant by the reviewing Board, the proposed use or structure complies with all the criteria applicable to site plan review set forth in this chapter, AND BE IT FURTHER RESOLVED: 1. That the Town of Ithaca Planning Board hereby waives certain requirements for Preliminary and Final Site Plan Approval, as shown on the Preliminary & Final Site Plan Checklists, having determined from the materials presented that such waiver will result in a significant alteration of neither the purpose of site plan control nor the policies enunciated or implied by the Town Board; and 2. That the Town of Ithaca Planning Board hereby grants Preliminary & Final Site Plan Approval and Special Permit for the proposed Cornell University Beebe Hall Maker Hub Renovations, as described in the materials listed in Whereas #3 above, subject to the following conditions: a That the applicant submit cut sheets and a lighting plan containing details for the proposed building mounted lighting and illuminated bollards; b Submission of a revised site plan (Sheet L201) and site details (Sheet L502) detailing proposed retaining walls, including dimensions and materials used for said feature; c Submission of architectural sheets that depict all four building elevations, including proposed building materials and colors, location of outdoor lighting fixtures, and proposed “overhead structure” located on the northern portion of the building, as noted on the site plan (Sheet L201);