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HomeMy WebLinkAboutCU Rehab Aviary-PB Packet 9-16-251 DEPARTMENT OF PLANNING MEMORANDUM TO: Planning Board Members FROM: Christine Balestra, Senior Planner DATE: September 9, 2025 RE: Preliminary & Final Site Plan, Special Permit- Cornell Wildlife Rehabilitation Aviary Enclosed please find materials related to the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary project, located adjacent to the Janet L. Swanson Wildlife Hospital on Hungerford Hill Road, in the Low Density Residential Zone. The proposal involves the construction of a 6,800+/- square foot aviary for the rehabilitation of eagles and other large-flighted birds. The facility will serve patients of the Swanson Wildlife Hospital, who will ultimately be re-released back into the environment from which they were recovered. The aviary will include five rehabilitation mews/cages and a larger flight area, concrete sidewalk connections to the adjacent hospital, gravel fire access drive, stormwater management facilities, outdoor lighting, and other improvements. The project is permitted with site plan and special permit approval by the Planning Board. According to the application materials, the building is situated and designed to facilitate the rehabilitation of injured and recovering raptors and other large-flighted birds. The building contains open-air wood slatting that is purposely exposed to the elements to allow air flow and assist with refamiliarizing the birds with the outside world . There will be no long-term human occupancy in the structure (no restrooms, offices, etc.), as it is only intended to support recovering patients of the wildlife hospital. Since most raptors are territorial, each bird will have its own mew/cage attached to the larger flight area and will take turns in the flight area. The project is located on two large parcels off Hungerford Hill Road that are owned by Cornell University. The parcels contain existing Cornell Veterinary science research buildings and uses, surrounded by fields, woods, and meadows. The project will be constructed closer to the Snyder Hill Road intersection at Hungerford Hill Road, with the closest residence located approximately 450-feet east, on Dove Drive. The Janet L. Swanson Wildlife Hospital is the only structure on the property that is open to the public (by appointment only, for residents to drop off injured wildlife). There is no proposed signage, and no modification or proposed expansion of the existing hospital parking lot. The project will include a sidewalk connection to the hospital, along with a gravel fire access drive that will extend from Hungerford Hill Road to directly serve the new building. There is also wall pack lighting proposed for the building (specification sheets enclosed) that will comply with Town Code 2 Chapter 173, Outdoor Lighting. The project complies with all dimensional requirements of the Town Code, so no variances are necessary. The project will involve minor land disturbance that will necessitate the creation of a stormwater pollution prevention plan (SWPPP). The applicant has submitted a SWPPP, which has been deemed conceptually adequate by the Town Engineering Department (per Town Code Chapter 228). The applicant has been working with the Engineering Department to finalize pre-treatment requirements for proposed stormwater practices. The attached draft resolution contains a standard condition of approval for the applicant to satisfy SWPPP requirements prior to the issuance of a building permit. Please note that there is no environmental review associated with this project. It is a “Type II” Action, pursuant to the NYS SEQR regulations (6 NYCRR Part 617), because it is considered “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.” The proposed addition is approximately 7,000 +/- square feet of gross floor area, which is less than the 10,000 square feet of gross floor area that would trigger an environmental review. Nonetheless, there are no steep slopes, wetlands, streams, threatened or endangered plant or animal species, historic or archaeological resources, Unique Natural Areas, or other sensitive environmental characteristics on the project site. The proposed structure will be under 30-feet tall (shorter than many residences), made of natural materials, and located outside designated scenic views. Its potential visual impact on surrounding properties, and overall environmental impacts are anticipated to be negligible. Among the attachments is a draft resolution for the board to consider. Please feel free to contact me if you have questions regarding this proposal by phone at (607) 273-1721, ext. 121, or by email at cbalestra@townithacany.gov. Att. Cc: David Kelley-Widmer, Project Coordinator, Cornell College of Veterinary Medicine Leslie Schill, Director of Campus Planning Pg. 1 PROPOSED RESOLUTION: Preliminary & Final Site Plan Approval, Special Permit Cornell Wildlife Rehabilitation Aviary Hungerford Hill Road Tax Parcel No.’s 61.-1-7.2 & 61.-1-9 Town of Ithaca Planning Board September 16, 2025 WHEREAS: 1. This action is consideration of Preliminary & Final Site Plan Approval and Special Permit for the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary, located adjacent to the Janet L. Swanson Wildlife Hospital on Hungerford Hill Road in the Low Density Residential Zone. The proposal involves the construction of a +/- 6,800 square foot aviary for the rehabilitation of eagles and other large-flighted birds and will include five rehabilitation mews and larger flight area, along with concrete sidewalk connections to the adjacent hospital, a gravel fire access drive, stormwater management facilities, outdoor lighting, and other site improvements. The project is a Type II Action under the State Environmental Quality Review Act and is not subject to environmental review. Cornell University College of Veterinary Medicine, Owner/Applicant; David Kelley- Widmer, Cornell Facilities Project Coordinator, Agent; 2. This is a Type II Action, pursuant to 6 NYCRR Section 617.5(c)(10) of the regulations of the New York State Department of Environmental Conservation promulgated pursuant to the State Environmental Quality Review Act, as the action constitutes “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.” Thus, approval of the site plan and special permit are not subject to review under SEQR; 3. Project plans, and related information, were duly delivered to the Tompkins County Planning and Sustainability Department per New York State General Municipal Law §§239- l et seq., and such Department responded in a July 25, 2025, letter from Katherine Borgella, Tompkins County Commissioner of Planning, pursuant to §§239-l, -m, and -n of the New York State General Municipal Law, determining that the proposed action will have no significant county-wide or inter-community impact; and 4. The Planning Board, at a public hearing held on September 16, 2025, has reviewed and accepted as adequate a narrative, a set of drawings titled “Site Development Plans for Cornell University Swanson Wildlife Aviary, Swanson Drive, Town of Ithaca, Tompkins County, New York State,” including sheets C-101, C-102, C-201, C-301, C-302, C-401, C-501, C- 801, C-802, C-901, C-902, L-201, G-000, and A-201, prepared by Bohler Site Civil and Consulting Engineering and Dwyer Architectural, dated 07-07-2025, and most recently revised 9-2-2025; a topographic survey map prepared by C.T. Male Associates, dated May 9, 2025; and other application materials; Pg. 2 NOW THEREFORE BE IT RESOLVED THAT: 1. The Planning Board hereby finds that the Special Permit standards of Article XXIV Section 270-200, Subsections A – H, 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 properties are collectively over 110 acres in size, and contain Cornell Veterinary research buildings and related facilities, including buildings, parking lots, sidewalks, landscaping, and other site improvements typically found in this type of setting. The proposed project is an extension of the existing wildlife hospital and will be located in an open area adjacent to the hospital that is large enough to accommodate the new building and other improvements. B. The proposed structure design and site layout are compatible with the surrounding area. • The proposed addition is compatible with the surrounding properties on which it is proposed. 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. • There will be temporary vibration, noise, and other potential nuisances associated with the construction of the aviary building. Impacts will be limited to the period associated with construction activities. Proposed illumination is minimal and will comply with Town Code, Chapter 173: Outdoor Lighting. 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. • All infrastructure to accommodate the use is of adequate capacity. There will be no increased demand for police, fire, or other protective services due to the project. E. The proposed use, structure design, and site layout will 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. • There are existing vehicle, pedestrian and bicycle facilities associated with the existing buildings and uses. There is no additional parking proposed for the project, as there are no human occupants anticipated. The proposal does include an additional gravel fire access drive that is safely designed for emergency vehicles to access the aviary. 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 site is located on terrain that has previously been disturbed for construction and is not anticipated to impact any natural features. The project is not situated in a Natural Area or Scenic Viewshed area. The surrounding land uses are Cornell veterinary research structures and lands. Vegetation removal is limited; and landscaping is not needed to buffer surrounding land uses. Pg. 3 H. To the extent deemed relevant by the Planning Board, the proposed use or structure complies with all the criteria applicable to site plan review set forth in Chapter 270, Zoning. 2. The Town of Ithaca Planning Board hereby waives certain requirements for Preliminary and Final Site Plan Approval, as shown on the Preliminary and 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 3. The Town of Ithaca Planning Board hereby grants Preliminary and Final Site Plan Approval for the proposed Cornell Wildlife Rehabilitation Aviary on Hungerford Hill Road, as described in the items noted in Whereas #4 above, subject to the following condition: a. Prior to the issuance of a building permit, approval by the Town Engineering Department, of the stormwater pollution prevention plan (SWPPP) fort the project, along with any related pre- or post-treatment stormwater practices. NYS ITS Geospatial Services, Westchester C ounty GIS ´ NYS ITS Geospatial Services,Westchester County GIS Ap prox. loca tio n new Aviary bu ildingSnyderHillRoad Hungerford Hill Road Dove Drive LOCATION MAPCU Wildlife Rehabilitation AviaryHungerford Hill RoadPlanning Board, August 19, 2025 0 500 1,000250 Feet ´ TP # 6 1.-1 .7.2 (9 9 a cres , red outline) TP # 6 1.-1 -9 (1 4 a cres , red outline) ORDERING EXAMPLE: VWPH - L30/740 - T3 - DBZ - SDGL - OPTIONS - CONTROL/DIM - UNV ORDERING INFO SERIES LUMENS [1]CRI CCT DISTRIBUTION [2] VWPH Horizontal VWPV Vertical L30 3,000lm L60 6,000lm L85 8,500lm [3] 7 70 8 80 30 3000K 40 4000K 50 5000K T2 Type II T3 Type III TFT Type forward throw FINISH OPTIONS [4]SHIELDING OPTIONS [5] BLK Black (RAL #9004) DBZ Dark bronzeDBR Medium bronzeGRAY Standard gray GRN Green (RAL #6005) SLV Satin aluminum (RAL #9006) WHT White (RAL #9003) CGL Clear tempered glass lensSDGL Micro-prismatic tempered glass lens EM/4W 4-watt integral emergency battery [6] EM/10WC 10-watt emergency, low temperature battery [7] EM/10CEC 10-watt emergency CEC qualified battery [8] SF Single fuse [9] DF Double fuse [10] PC Factory-installed button-style photocell [11] HSGX Empty housing extension used to match units with EM batteries, control sensors, or conduit entry options TP Tamper-resistant Torx head screws [12] CONDUIT ENTRY [13] CR Right side conduit entry CL Left side conduit entry CD Dual conduit entry CTOP Top conduit entry [14] CONTROL DRIVER VOLTAGE See page 4 for ADDITIONAL CONTROL OPTIONS. – NoneAVI-IFAC-OA Avi-on wireless fixture control with outdoor antenna [15] DIM Driver with external dimming wires prewired for 0-10V low voltage applications 120 120V 208 208V 240 240V 277 277V UNV 120-277V 347 347V [16] 480 480V [17] ACCESSORIES TPTX-25 TOOL Tamper-resistant tool for Torx head screws. [18] NOTES 1 Lumen output based on 70 CRI/4000K CCT. Actual performance may vary +/-5%, see page 2 for FIXTURE PERFORMANCE DATA.2 See page 2 for DISTRIBUTION DETAILS.3 Not available with EM batteries when specified with VWPV.4 See page 2 for FINISH OPTIONS.5 See page 2 for FIXTURE DETAILS.6 120-277V only. VWPV includes housing extension, increases fixture depth. 7 VWPH and 120-277V only. Includes housing extension, increases fixture depth. 8 120-277V only. 9 120V, 277V, or 347V only.10 208V, 240V, or 480V only.11 120V, 208V, or 277V only. Right side when viewed from behind fixture. Not available with controls that have daylight sensing capabilities such as OCCWS-FSP-311 and OCCWS-FSP-211 sensors. 12 Silver finish only. Safety screws providing added support to the lens are not tamper-resistant (lens is sealed to the fixture via adhesion). Requires a tamper-resistant tool, see Accessories.13 Housing extension included, increases fixture depth. Left and right sides when viewed from behind fixture. Provided with 1/2″ NPT tapered pipe thread and plug, increases fixture height. Conduit fitting supplied by others. See page 2 for FIXTURE DETAILS.14 VWPH only.15 See page 3 for AVI-ON BLUETOOTH WIRELESS CONTROL DETAILS.16 Includes stepdown transformer. Not available with Avi-on Controls.17 Includes stepdown transformer. Not available with Avi-on Controls.18 Ordered separately. Please specify quantity required per project. CATALOG #: ���������������������������������������������� TYPE: ���������������������������������������������������� PROJECT: ������������������������������������������������� FEATURES ■Designed to illuminate sidewalks, entryways, perimeters or facades ■Intended for use in both uplight and downlight applications ■Optional tamper-resistant screws for vandal-prone areas ■Blends seamlessly with a variety of architectural styles ■Purposefully modeled to allow runoff of dirt and water for an always-clean appearance ■Precision optics provide multiple distribution options ■Wireless in-fixture control solutions available ■Made Right Here® in the USA SPECIFICATIONS ■HOUSING – Die-cast aluminum enclosure. ■THERMAL MANAGEMENT – Integral die-cast aluminum heatsink and LED assembly provide passive thermal management. Rated -30ºC to 40ºC ambient operating temperature (-20ºC to 40ºC with EM/10WC; 0°C to 35°C VWPV, 0°C to 37°C VWPH with EM/10CEC; 0ºC to 39ºC with EM/4W). ■OPTICAL SYSTEM – Precision, injection-molded, refractive acrylic lensing produces standard IES distributions. ■LED ASSEMBLY – ANSI 3000K, 4000K, or 5000K CCT, minimum 70 CRI. ■LED DRIVER – 0-10V dimming. ■ELECTRICAL – 120-277, 347, and 480 VAC input range; 50-60Hz; power factor >.90; THD <20% at full load. 10kA/10kV surge protection standard. Quick-disconnect wiring provided. L70 >60,000 hours per IES TM-21. ■FINISH – Super durable polyester powder coat bonded to phosphate-free, multi-stage pretreated metal, meets and exceeds AAMA 2604 specifications for outdoor durability. ■MOUNTING – Surface mounts directly over a 4″ maximum outlet box. Must be anchored to adequate structure that can safely support fixture weight (VWPH = 15 lbs, VWPV = 23 lbs). ■LISTINGS – ■cCSAus certified as luminaire suitable for wet locations. ■FCC Class A compliant. ■IDA Dark-Sky approved (downlight applications only). ■RoHS compliant. ■IP65 rated. ■Title 24 compliant with OCCWS FSP-311-L_ option. ■Build America, Buy America (BABA) and Buy American Act (BAA) compliant. Request certification at hew.com/buy-american ■WARRANTY – 5-year limited warranty, see hew.com/warranty VWPH Front View 5-11/16″ H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Wall Pack Page 1 of 4 VWP  LED  Voltaire Architectural Wall Pack REV.04/11/25.MH FIXTURE PERFORMANCE DATA DISTRIBUTION FLUX (lm)WATTAGE EFFICACY (lm/W)BUG RATING L3 0 T2 3489 27 129.2 B2-UO-G1 T3 3468 128.4 B1-UO-G1 TFT 3325 123.1 B1-UO-G1 L6 0 T2 6414 49 130.9 B2-UO-G1 T3 6470 132.0 B1-UO-G1 TFT 6391 130.4 B2-UO-G1 L8 5 T2 8931 72 124.0 B2-UO-G1 T3 8953 124.3 B2-UO-G2 TFT 8665 120.3 B3-UO-G1 MULTIPLIER TABLES COLOR TEMPERATURE CCT CONVERSION FACTOR 70 C R I 3000K 0.95 4000K 1.00 5000K 1.03 80 C R I 3000K 0.86 4000K 0.91 5000K 0.94 SHIELDING CONVERSION FACTOR CGL 1.00 SDGL 0.98 ■Photometrics tested in accordance with IESNA LM-79. Results based on 70 CRI/4000K CCT, wattage average for 120V through 277 input, and 25°C ambient temperature. Actual performance may vary +/-5%. ■To calculate lumen output in emergency mode, multiply the battery wattage by the efficacy. ■Use multiplier tables to calculate additional options. DISTRIBUTION DETAILS T2 | CGL T2 | SDGL T3 | CGL T3 | SDGL TFT | CGL TFT | SDGL FIXTURE DETAILS VWPH Weight: 15 lbs. Max weight with EM/10WC or HSGX: 27 lbs. Front View Side View Uplight Application EM/10WC | HSGX | CL Options CR Option EM/4W | EM10CEC Options 5-11/16″ 7-5/8″10-1/2″ EM testswitch Test switch VWPV Weight: 23 lbs Front View Side View Uplight Application EM/4W | EM/10CEC | HSGX | CL Options CR Option 14-3/4″ 9-3/8″ 6-5/8″7-3/4″ EM testswitch MOUNTING BOLT PATTERN PC OPTION 4-7/8″ 3-1/2″ 2-3/4″ FINISH OPTIONS BLACK GREEN MEDIUM BRONZE DARK BRONZE SATIN ALUMINUM GRAY For custom color, please specify RAL code or a manufacturer code swatches, minimum 1″ square. H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Wall Pack Page 2 of 4 VWP  LED  Voltaire Architectural Wall Pack REV.04/11/25.MH AVI-ON BLUETOOTH WIRELESS CONTROL DETAILS Remote Access Bridge Mobile Apps Remote Management & Monitoring Gateway-free distributed control Contractor friendly installation Occupancy/vacancy/daylight sensing Scalable Virtually unlimited network size Spans small areas to large garages Flexible control strategies Secure Optional cloud connectivity UL IoT platinum security rating DLC 5.0 compliant The Bluetooth® word mark and logos are registered trademarks owned by Bluetooth SIG, Inc. and any use of such marks by Avi-on is under license. Other trademarks and trade names are those of their respective owners.ACCESSORIES NETWORK AVI-RAB-LTE Remote access bridge AVI-NTM Network time manager with battery backup COMMISSIONING & INSTALLATION TOOLS Avi-on mobile apps provide intuitive, quick installation and commissioning. Pro tools are available to qualified installers.Live commissioning training and on-site or remote support by Avi-on must be ordered separately through Avi-on. Commissioning Mobile App Zone Scanner Web App Commissioning Pro App SEE NEXT PAGE FOR ADDITIONAL CONTROL OPTIONS H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Wall Pack Page 3 of 4 VWP  LED  Voltaire Architectural Wall Pack REV.04/11/25.MH SENSOR PLACEMENT DETAILS ADDITIONAL CONTROL OPTIONS VWPH only, includes housing extension (increases fixture depth). OCCWS-FSP-311-L_-120/277 Wattstopper PIR motion and daylight sensor, 120/277. Must specify lens: L2, L3, or L7. Factory installed.OCCWS-FSP-211-L_-120/277 Wattstopper PIR motion and daylight sensor, 120/277. Must specify lens: L2, L3, or L7. Factory installed.FSIR-100 Remote controller for 211 sensor. Please specify quantity required per project. Ordered and shipped separately. SPECIFICATIONS TYPE PIR Motion + Daylight MOUNTING HEIGHT 8′ – 40′ DETECTION ANGLE 360° TEMPERATURE RANGE -40° to 75°C COMMISSIONING 311 Sensor: App (iOS or Android)211 Sensor: FSIR-100 Remote SENSOR COVERAGE PATTERNS SENSOR DETAIL L2 8′ height: ø48′ coverage 0′ 8′0′3′7′24′11′24′3′7′11′0′ ′ ′ ′ ′ 0′20′10′10′20′ 60 Dimensions L2/L3: ø2-3/8″ | L7: ø3-1/4″ L3 20′ height: ø40′ coverage 0′3′9′ 10′ ′ 15′ 5′ 15′20′15′203′9′ 0′ ′ ′ ′ 40 L7 40′ height: ø100′ coverage 27′ ′ 15′ 0′ ′ ′ ′ H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Wall Pack Page 4 of 4 VWP  LED  Voltaire Architectural Wall Pack REV.04/11/25.MH COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. July 25, 2025 Christine Balestra, Senior Planner Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Special Use Permit and Site Plan for proposed Cornell Wildlife Rehabilitation Aviary Project located on Hungerford Hill Road, Tax Parcel #s 61.-1-7.2 & 61.-1-9, Cornell University, Owner; Leslie Schill, Applicant. Dear Ms. Balestra: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability HU N G E N F O R D H I L L R O A D SN Y D E R H I L L R O A D OWNER/DEVELOPER CORNELL UNIVERSITY 930 CAMPUS ROAD ITHACA, NY 14853 (607) 253-3060 SITE DEVELOPMENT PLANS SWANSON WILDLIFE AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE MAP: 61, BLOCK: 1, LOT: 7.2 & 9 FOR CONTACT: (585) 866-1100 PREPARED BY GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 EXISTING CONDITIONS/DEMOLITION PLAN C-201 SITE PLAN C-301 FIRE TRUCK TURNING EXHIBIT C-302 GRADING AND DRAINAGE PLAN C-401 UTILITY PLAN C-501 EROSION AND SEDIMENT CONTROL PLAN C-801 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C-802 CONSTRUCTION DETAILS C-901 CONSTRUCTION DETAILS C-902 LIGHTING PLAN L-201 TOPOGRAPHIC SURVEY (BY OTHERS)1 OF 1 C-101 COVER SHEET LOCATION MAP SCALE: 1" = 200' SOURCE: NYS GIS CLEARINGHOUSE REFERENCES ¨TOPOGRAPHIC SURVEY: C.T. MALE ASSOCIATES 200 GATEWAY PARK DRIVE, BLDG C SYRACUSE, NY 13220 DATED: 05/09/25 25-0262 ELEVATIONS: NAVD 1988 ¨GEOTECHNICAL INVESTIGATION REPORT: KENNEY GEOTECHNICAL ENGINEERING SERVICES, PLLC P.O. BOX 117 WARNERS, NY 13164 DATED: 05/31/25 ¨ARCHITECTURAL PLAN: DWYER ARCHITECTURAL 110 WEST FAYETTE ST, SUITE 225 SYRACUSE, NY 13202 DATED: 06/27/25 GOVERNING AGENCIES ¨TOWN OF ITHACA PLANNING BOARD 215 NORTH TIOGA STREET ITHACA, NY 14850 PHONE:(607) 273-1721 FAX:(607) 882-2472 ¨TOWN OF ITHACA ENGINEERING DEPARTMENT 114 7 MILE DRIVE ITHACA, NY 14850 PHONE: (607) 273-1721 FAX:(607) 882-2472 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 1 C O V R GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 12/2024) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. 2.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 3.CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. 4.THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. A u g 2 9 , 2 0 2 5 BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. STANDARD ABBREIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE C/O CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER 'FEET/FOOT "INCHES PROP LINE LEGEND PROPERTY LINE RIGHT-OF-WAY LINE INTERIOR PROPERTY LINE LEASE LINE EASEMENT LINE SETBACK LINE LIMIT OF WORK LIMIT OF DISTURBANCE SAWCUT LINE OVERHEAD WIRE ELECTRIC LINE TELEPHONE LINE CABLE LINE GAS LINE STORM SEWER SANITARY MAIN 12" OR GREATER SANITARY MAIN SANITARY LATERAL SANITARY FORCE MAIN WATER MAIN 12" OR GREATER WATER MAIN WATER LATERAL WATER FIRE LINE LOW LOD OH E T C G S SL FM W WL F PROP SYMBOL LEGEND TYPICAL SIGN TYPICAL BOLLARD UTILITY POLE WITH LIGHT UTILITY POLE TYPICAL LIGHT WATER HYDRANT CLEANOUT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE TEST PIT BORING S D WM GV T-# B-# C/O C-102 GENERAL NOTES AND LEGEND DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 2 N O T E GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. (TBR) (TBR) (TBR) (TBR) (TBR) TO BE REMOVED HU N G E N F O R D H I L L R O A D LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LIMIT OF EX FENCE TO BE REPLACED IN KIND LIMIT OF EX FENCE TO BE REPLACED IN KIND (TBR) (TBR) (TBR) (TBR) (TBR) LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 (TBR) (TBR) LIMIT OF EX GRAVEL DRIVE TO BE REMOVED LIMIT OF EX GRAVEL DRIVE TO BE REMOVED LIMIT OF EX GRAVEL DRIVE TO BE REMOVED (TBR) EXISTING CONDITIONS/ DEMOLITION PLAN C-201 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 1 E X D M GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NAD83 NAD83 1"=20' 0 2051020 HU N G E N F O R D H I L L R O A D LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP 5' CONC SIDEWALK PROP CONC SIDEWALK PROP 20' WIDE GRAVEL FIRE ACCESS ROAD MATCH EX GRAVEL DRIVE 80.7' 12 0 . 7 ' PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING 13.7' 20 ' PROP 5' CONC SIDEWALK TO MATCH AT EX DOOR PROP CONC ADA RAMP W/ HANDRAILS 2' WIDE GRAVEL STRIP (TYP) 30.2' 32.9' 16' 40 ' 31.9' 31 . 9 ' 48 . 9 ' 8' 8' 5' PROP 4' WIDE CONC STAIRS (STRUCTURAL DESIGN BY OTHERS) LIMIT OF EX FENCE TO BE REPLACED IN KIND LIMIT OF EX FENCE TO BE REPLACED IN KIND PROP 6" CONC BOLLARD (TYP) 5' 28.7' 32.6' PROP +/- 130 SF ASPHALT PAVEMENT TO BE REPLACED IN KIND 28'R 3'R 3'R 20 ' 28'R 24.8' 20' MATCH EX GRAVEL DRIVE PROP CONC PAD. REFER TO ARCH PLANS FOR DETAILS. EX ASPHALT DRIVE IS SUFFICIENT FOR FIRE ACCESS (TYP) PROP STORMWATER PLANTER (SEE DETAIL) PROP STORMWATER PLANTER (SEE DETAIL) C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NAD83 NAD83 1"=20' 0 2051020 ZONING TABLE ZONE: LOW DENSITY RESIDENTIAL (LDR) USE: AVIARY MAP: 61.0 BLOCK: 1 LOT: 7.2 APPLICANT/ OWNER INFORMATION APPLICANT: CORNELL UNIVERSITY 930 CAMPUS ROAD ITHACA, NY 14853 PROPERTY OWNER: CORNELL UNIVERSITY 930 CAMPUS ROAD ITHACA, NY 14853 BULK REQUIREMENTS ITEM REQUIRED PROPOSED MIN LOT AREA 30,000 SF 4,257,118 SF (97.73AC) (EX) MIN LOT WIDTH 100'2322' (EX) MIN LOT DEPTH 200'1216' (EX) MIN FRONT YARD SETBACK 30'N/A MIN SIDE YARD SETBACK 40'N/A MIN REAR YARD SETBACK 50'N/A MAX BUILDING HEIGHT 36'26.25' MAX BUILDING COVERAGE 10%>10% VARIANCE REQUIRED HU N G E N F O R D H I L L R O A D LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 80.7' 12 0 . 7 ' PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING 13.7' 20 ' 30.2' 32.9' 16' 40 ' 31.9' 31 . 9 ' 48 . 9 ' 8' 8' 5' 5' 28.7' 32.6' DE E R P A R K L A D D E R F I R E T R U C K DE E R P A R K L A D D E R F I R E T R U C K +/- 150' +/- 150' +/- 150' +/- 147' 28'R 3'R 3'R 20 ' 28'R 24.8' 20' C-302 FIRE TRUCK TURN EXHIBIT DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 2 F I R E T R U C K T U R N GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NAD83 NAD83 1"=20' 0 2051020 MODELED VEHICLE 45.83 7.25 18.25 4.167 20.334 DEER PARK LADDER FIRE TRUCK Overall Length 45.830ft Overall Width 8.080ft Overall Body Height 11.000ft Min Body Ground Clearance 1.349ft Track Width 8.080ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 39.000ft HU N G E N F O R D H I L L R O A D LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING FFE = 1168.00 A-30 PROP FES INV OUT 1165.80 (15") A-170 PROP 98 LF 1 5 " H D P E @ 4 . 5 5 % 1170 117 5 1167 1168 1169 1171 117 2 117 3 117 4 117 6 1165 11 6 3 11 6 4 1166 1167 116 8 11 6 9 11 6 6 PROP 17 LF 15" HDPE @ 4.71% A-90 PROP ROOF DRAIN INV OUT 1166.50 (6") A-180 A-70 PROP ROOF DRAIN INV OUT 1168.00 (6") A-80 A-50 PROP ROOF DRAIN INV OUT 1168.00 (6") A-60 A-130 PROP ROOF DRAIN INV OUT 1166.50 (6") A-190 A-110 PROP ROOF DRAIN INV OUT 1166.50 (6") A-210 B B A A C C PROP DRY SWALE 1 (SEE DETAIL ON SHEET C-902) PROP 80 LF 6" PERF PVC @ 4.00% PRO P 4 3 L F 8 " P V C @ 0 . 9 0 % PROP 117 LF 6" PERF PVC @ 0.60% PROP 24 LF 6" PERF PVC @ 0.00% PROP 29 LF 6" PERF PVC @ 0.00% PROP 13 LF 6" PVC @ 0.00% PROP 49 LF 6" PERF PVC @ 0.00% PROP 15 LF 8" PVC @ 1.66% PROP DRY SWALE 2 (SEE DETAIL ON SHEET C-902) 1164.02 1164.03 1162.67 1165.30 1167.96 1167.47 1168.00 1168.00 1168.00 1168.00 1167.911167.91 1167.96 1167.95 1167.89 PROP CONNECTION TO EX CB INV IN 15" HDPE: 1160.58 INV IN 8" PVC: 1160.58 1167.00 1163.97 1167.49 1167.83 1167.44 1167.81 1168.00 1168.00 1168.00 1162.63 1168.00 1167.87 1167.49 1165.30 1162.60 1162.66 PROP 8" STANDPIPE RIM: 1164.5 INV IN 6" PVC: 1160.97 INV OUT 8" PVC: 1160.97 116 2 PROP STONE CHECK DAM (TYP) PROP STONE CHECK DAM (TYP) INV 1164.17 INV 1163.00 INV 1166.37 INV 1166.40 INV 1166.40 PROP STORMWATER PLANTER (SEE DETAIL ON SHEET C-902) PROP STORMWATER PLANTER (SEE DETAIL ON SHEET C-902) B 1164.03 1165.30 1165.25 B INV 1162.50 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1167.88 1167.93 1167.81 PROP STABILIZED APRON PROP PEA GRAVEL DIAPHRAGM PROP STABILIZED APRON W W W W W W W W W W W E E E E E E E E E E E E E C-401 GRADING AND DRAINAGE PLAN DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 G R A D GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NAD83 NAD83 1"=20' 0 2051020 THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY LEGEND - G.C. SHALL ENSURE ADA COMPLIANT SIDEWALK / CROSSWALK (2.00% MAX CROSS SLOPE / 5.00% MAX RUNNING SLOPE) - G.C. SHALL ENSURE ADA COMPLIANT DOOR/RAMP LANDING (2.00% MAX SLOPE IN ALL DIRECTIONS) -G.C. SHALL ENSURE ADA COMPLIANT RAMP (2.00% MAX CROSS SLOPE / 8.33% MAX RUNNING SLOPE) A B C HU N G E N F O R D H I L L R O A D LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING PROP WATER SERVICE CONNECTION TO EX BUILDING PER CORNELL SPECIFICATIONS. EXACT LOCATION TO BE CONFIRMED WITH CORNELL PRIOR TO CONSTRUCTION. PROP WATER SERVICE CONNECTION TO BUILDING PROP UNDERGROUND ELECTRICAL SERVICE TO BUILDING PER CORNELL SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS. PROP UNDERGROUND ELECTRICAL SERVICE CONNECTION TO EX BUILDING PER CORNELL SPECIFICATIONS. EXACT LOCATION TO BE CONFIRMED WITH CORNELL PRIOR TO CONSTRUCTION. PROP +/- 165 LF - 1" HDPE DR-11 WATER SERVICE W W W W W W W W W W W E E E E E E E E E E E E E PROP CURB STOP AND VALVE BOX PROP UNDERGROUND ELECTRICAL SERVICE CONNECTION TO BUILDING C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 U T I L GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NAD83 NAD83 1"=20' 0 2051020 HU N G E N F O R D H I L L R O A D LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING FFE = 1168.00 1170 117 5 1167 1168 1169 1171 117 2 117 3 117 4 117 6 1165 11 6 3 11 6 4 1166 1167 116 8 11 6 9 11 6 6 116 2 W W W W W W W W W W W E E E E E E E E E E E E E SF SF SF SF SF FS FS FS FS FS PROP INLET PROTECTION (TYP) (SEE DETAIL ON SHEET C-802) PROP TEMPORARY STOCKPILE (SEE DETAIL ON SHEET C-802) SF SF SF PROP CONCRETE WASHOUT AREA (SEE DETAIL ON SHEET C-802) PROP 24' X 50' STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL ON SHEET C-802) SF SF SF SF SF SF SF PROP +/- 100 LF - SILT FENCE (SEE DETAIL ON SHEET C-802) PROP +/- 50 LF - SILT FENCE (SEE DETAIL ON SHEET C-802) SF SF SF SF SF SF SF SF PROP +/- 70 LF - SILT FENCE (SEE DETAIL ON SHEET C-802) SF SF SF SF SF PROP +/- 80 LF - SILT FENCE (SEE DETAIL ON SHEET C-802) C-801 EROSION AND SEDIMENT CONTROL PLANTHIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 E R O S GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. W E S NAD83 NAD83 1"=20' 0 2051020 C-802 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 2 E R O D GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. NEW YORK EROSION AND SEDIMENT CONTROL NOTES 1.ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUE BOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 14 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). 3.SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 8%. 4.INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE SUCH AS: 4.1.SILT FENCE 4.2.INLET PROTECTION 4.3.COMPOST FILTER SOCK 5.ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 6.NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ON THE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER. 7.IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8.TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 9.DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STANDARDS. 10.REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: a)SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. b)APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). c)FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE-GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPER THAN 3:1 SHOULD BE PEGGED. d)STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 11.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROL MEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 12.WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATION THEREOF. 13.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 14.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED: LOCATION MULCH MULCH RATE (1000 SF) PROTECTED AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)*100 POUNDS MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) * A HYDRO-APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER SHALL BE USED TO ADDITIONAL WIND CONTROL. MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. 15.STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 16.EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. 17.THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 18.THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATE PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES. 19.EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 20.WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 21.WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THAT ADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF. 22.CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 23.AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 24.FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED AS APPLICABLE. SLOPES SHALL NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED FOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 25.MULCHING REQUIREMENTS: a)BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. b)MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. c)MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 26.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN. 27.DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.60 ACRES. 4.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a)STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. b)SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. c)INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6 INCHES OR HALF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. SOIL RESTORATION PROCEDURE, PER NYSDEC "BLUE BOOK": DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: 1.APPLY 3 INCHES OF COMPOST OVER SUBSOIL. 2.TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SUBSOILS. 3.ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 4.APPLY TOPSOIL TO A DEPTH OF 6 INCHES. 5.VEGETATE AS REQUIRED BY APPROVED PLAN. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8” METAL BAR 12 INCHES INTO THE SOIL JUST WITH BODY WEIGHT. TILLING (STEP 2 ABOVE) SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. COMPOST SPECIFICATIONS: COMPOST SHALL BE AGED, FROM PLANT DERIVED MATERIALS, FREE OF VIABLE WEED SEEDS, HAVE NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING, PASS THROUGH A HALF INCH SCREEN AND HAVE A PH SUITABLE TO GROW DESIRED PLANTS WITH NO OBJECTIONABLE ODORS. MAINTENANCE: A SIMPLE MAINTENANCE AGREEMENT SHOULD IDENTIFY WHERE SOIL RESTORATION IS APPLIED, WHERE NEWLY RESTORED AREAS ARE/CANNOT BE CLEARED, WHO THE RESPONSIBLE PARTIES ARE TO ENSURE THAT ROUTINE VEGETATION IMPROVEMENTS ARE MADE (I.E., THINNING, INVASIVE PLANT REMOVAL, ETC.). SOIL COMPOST AMENDMENTS WITHIN A FILTER STRIP OR GRASS CHANNEL SHOULD BE LOCATED IN PUBLIC RIGHT OF WAY, OR WITHIN A DEDICATED STORMWATER OR DRAINAGE EASEMENT. FIRST YEAR MAINTENANCE OPERATIONS INCLUDES: ·INITIAL INSPECTIONS FOR THE FIRST SIX MONTHS (ONCE AFTER EACH STORM GREATER THAN HALF-INCH). ·RESEEDING TO REPAIR BARE OR ERODING AREAS TO ASSURE GRASS STABILIZATION ·WATER ONCE EVERY THREE DAYS FOR FIRST MONTH, AND THEN PROVIDE A HALF INCH OF WATER PER WEEK DURING FIRST YEAR. IRRIGATION PLAN MAY BE ADJUSTED ACCORDING TO THE RAIN EVENT. ·FERTILIZATION MAY BE NEEDED IN THE FALL AFTER THE FIRST GROWING SEASON TO INCREASE PLANT VIGOR. ONGOING MAINTENANCE: TWO POINTS HELP ENSURE LASTING RESULTS OF DECOMPACTION: 1.PLANTING THE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN SOIL STRUCTURE. 2.KEEPING THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. CONSIDER PEDESTRIAN FOOTPATHS. (SOMETIMES IT MAY BE NECESSARY TO DE-THATCH THE TURF EVERY FEW YEARS). SOIL RESTORATION REQUIREMENTS TYPE OF DISTURBANCE SOIL RESTORATION REQUIREMENT NO SOIL DISTURBANCE RESTORATION NOT PERMITTED MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED AREAS WHERE TOPSOIL IS STRIPPED ONLY - NO CHANGE IN GRADE HSG A&B: APPLY 6" OF TOPSOIL HSG C&D: AERATE AND APPLY 6" OF TOPSOIL AREAS OF CUT OR FILL HSG A&B: AERATE AND APPLY 6" OF TOPSOIL HSG C&D: APPLY FULL SOIL RESTORATION (SEE NOTES ON SHEET C-602) HEAVY TRAFFIC AREAS ON SITE (ESPECIALLY IN A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT WITHIN 5 FOOT PERIMETER AROUND FOUNDATION WALLS) APPLY FULL SOIL RESTORATION (DE-COMPACTION AND COMPOST ENHANCEMENT, PER CURRENT VERSION OF NYS DEC DEEP RIPPING AND DECOMPACTION) AREAS WHERE RUNOFF REDUCTION AND OR INFILTRATION PRACTICES ARE APPLIED RESTORATION NOT REQUIRED, BUT MAY BE APPLIED TO ENHANCE THE REDUCTION SPECIFIED FOR APPROPRIATE PRACTICES. REDEVELOPMENT PROJECTS SOIL RESTORATION IS REQUIRED ON REDEVELOPMENT PROJECTS IN AREAS WHERE EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA. PLAN VIEW PROFILE 0 TO 2% 2% TO 5% >5% LENGTH OF STONE REQUIRED COARSE GRAINED SOILS FINE GRAINED SOILS 50 FT 100 FT ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. 100 FT 200FT CHART 1 PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W. 25'R 25'R SEE CHART 1 6" MI N SEE CHART 1 PUBLIC R.O.W.EXISTING GROUND 2-1/2" CLEAN STONE EXISTING GROUND PUBLIC RIGHT OF WAY PERCENT SLOPE OF ROADWAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE (NE-O020101 - 09/2023) NOTES: 1.TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FT. FROM STORM DRAIN INLETS. 2.ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF OFF-SITE. CONTRACTOR TO DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS. 3.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 4.PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 5.WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 6.STRAW BALE AND STAPLES MAY BE SUBSTITUTED WITH ALTERNATE SECURING MEASURES SUCH AS CONCRETE BLOCK. CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) SECTION A-A STAPLE DETAIL PLAN CONCRETE WASHOUT 10' (MIN) VA R I E S 3' 3' 4" 2" STAPLES 2 PER BALE) 10 MIL PLASTIC LINING BINDING WIRE STRAW BALE (SEE NOTE 6) NATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) 1/8" DIA. STEEL WIRE WOOD POST 3" X 3" X 8' 0.5" LAG SCREWS BLACK LETTERS PLYWOOD 48" X 24" PAINTED WHITE STAKE (TYP) STRAW BALE (TYP) CONCRETE WASTE MANAGEMENT AREA NOT TO SCALE (NE-O020201 - 09/2023) A A PLAN ELEVATION AREA OF SITE CONSTRUCTION AREA WITHIN PROTECTION ZONE/TREE DRIP LINE FENCE TO FOLLOW TREE DROP LINE OR 6' FROM TRUNK, WHICHEVER IS GREATER 4' WOOD & WIRE SNOW FENCE WITH STEEL STAKE 18" O.C. WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT TREE DRIP LINE/TREE PROTECTION ZONE 4' WOOD & WIRE SNOW FENCE WITH STEEL STAKES 18' O.C. AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE (NE-O030201 - 09/2023) BACKFILL SILT FENCE (3' WIDE) FABRIC POST BACKFILL FILTER FABRIC SLAT POST POST FILTER FABRIC SLAT BACKFILL 6"MIN LAP NATIVE SOIL 1-1/2" x 1-1/2" POST FABRIC WOOD OR PLASTIC SLAT STAPLED THROUGH FABRIC TO POST 24 " M I N 12" MIN (12" MAX IN ROCKY SOIL.) NOTES: 1.EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE. 2.UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 4.LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING & TAMPING FILL AT THE BASE. PERSPECTIVE OF FENCETOE-IN METHODS DETAIL OF POST ATTACHMENT PRE-ASSEMBLED PRIOR TO INSTALLATION FLOW SILT FENCE NOT TO SCALE (NE-O040101 - 09/2023) OR APPROVED EQUIVALENT 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. COMPOSITE FILTER SOCK (SEE PLAN FOR SIZE)BLOWN/PLACED FILTER MEDIA NOTES: 1.ALL MATERIAL TO MEET MANUFACTURER SPECIFICATIONS 2.COMPOST FILTER SOCK FILL TO MEET APPLICATION REQUIREMENTS. 3.COMPOST MATERIAL TO BE DISPERSED ON SITE AT COMPLETION OF CONSTRUCTION OR AS DIRECTED BY OWNER AFTER STABILIZATION IS ACHIEVED. SECTION AREA TO BE PROTECTED WORK AREA 12" MIN COMPOST FILTER SOCK NOT TO SCALE (NE-O040201 - 09/2023) 1. 3B. 3A. 4"-6" 4. 3" 5. 6" 12" 2. 0" NOTES: 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6.PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. 7.IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. EROSION CONTROL BLANKET STEEP SLOPE PROTECTION NOT TO SCALE (NE-O049901 - 09/2023) NOTES: 1.REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3.PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4.INSPECT PER REGULATORY REQUIREMENTS. 5.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES. 7.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.ISOMETRIC VIEW SECTION VIEW PROFILE VIEW OF INSTALLED FILTER SACK LEN G T H = L WIDT H = W DE P T H = D SECURE LIFTING LOOPS TO OR UNDER SURFACE FINISHED GRADE 2" X 2" X 3/4" RUBBER BLOCK (TYP)" 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILET BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. OR APPROVED EQUIVALENT LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 UNITS 300 LBS 20% 120 LBS 800 PSI 120 LBS 80% 40 US SIEVE 40 GAL/MIN/SQ FT 0.55 SEC -1 UNITS MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4491 ASTM D-4751 ASTM D-4491 ASTM D-4533 ASTM D-4355 ASTM D-4833 ASTM D-3786 TEST METHOD TEST METHOD ASTM D-4632 ASTM D-4632 ASTM D-4491 ASTM D-4751 ASTM D-4491 ASTM D-4533 ASTM D-4355 ASTM D-4833 ASTM D-3786 265 LBS 20% 135 LBS 420 PSI 45 LBS 90% 20 US SIEVE 200 GAL/MIN/SQ FT 1.5 SEC -1 INLET PROTECTION WITH MANUFACTURED INSERT NOT TO SCALE (NE-O050101 - 09/2023) 35 ' M A X 1 3 (MAX) CONSTRUCT SILT FENCE AND MIN 6" COMPOST FILTER SOCK AROUND PERIMETER OF STOCKPILE TEMPORARY STOCK PILE WITH SILT FENCE AND FILTER SOCK NOT TO SCALE (NE-O060102 - 09/2023) THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: ·CONDUCT A PRE-CONSTRUCTION MEETING WITH THE TOWN OF ITHACA AND OTHER INVOLVED PARTIES. ·PROPERTY LINES SHOULD BE DELINEATED. ·INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT (AS SHOWN). ·INSTALLATION OF EROSION CONTROL BARRIER (SILT FENCE) (AS SHOWN) . ·INSTALLATION OF INLET PROTECTION (AS SHOWN). ·DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES (SEE DEMOLITION PLAN) ·CLEARING AND GRUBBING.. ·COMPLETE EARTHWORK AND EXCAVATION/FILLING (ROUGH GRADING) AS NECESSARY. ·INSTALL UNDERGROUND UTILITIES AS SHOWN ON THE UTILITY PLANS. ·STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING. ·CONSTRUCTION OF BUILDING AND INSTALLATION OF GRAVEL DRIVEWAY ·COMPLETE FINAL SITE GRADING. ·PLACE 6" TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE, SEED, AND MULCH SEED MIXTURE TO BE INSTALLED AS REQUIRED. ·IN ACCORDANCE WITH THE NYSDEC SWDM PERMANENT VEGETATIVE COVER SHALL ACHIEVE 80% UNIFORM DENSITY ESTABLISHED OVER THE ENTIRE CONTRIBUTING PERVIOUS AREA, BEFORE RUNOFF IS DIRECTED INTO THE FACILITY. ·UPON PERMANENT STABILIZATION OF INDIVIDUAL PORTIONS OF THE SITE, REMOVE INDIVIDUAL TEMPORARY SEDIMENTATION CONTROL MEASURES AS APPROPRIATE. RECOMMENDED CONSTRUCTION SEQUENCE NOT TO SCALE (NE-O990101 - 09/2023) C-901 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 1 D E T L GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. 1 1/2Ø STAINLESS STEEL HANDRAIL LANDING LANDING 12 " 36 " 12" 12" EQ. ( MAX 4'-0")EQ. ( MAX 4'-0") HANDRAIL AT ACCESSIBLE RAMP NOT TO SCALE NYB250044 - 07/2025) EDGE PROTECTION 4" MIN 6' - 0 " M I N ( P E R W A T E R DE P A R T M E N T ) NOTES: 1.DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION WITH UTILITY PROVIDER. ADJUSTABLE VALVE BOX FINISH GRADE CURB STOP PROVIDE 2 CU. FT. OF SCREENED GRAVEL 1" HDPE DR-11 WATER SERVICE WATER SERVICE CONNECTION NOT TO SCALE (NYB250044 - 07/2025) CONCRETE CRADLE 6" PVC SCH. 40 RISER DRESSER COUPLING (1) 6" PVC SCH. 40 45° BEND 6" PVC (SDR 35) WYE JOSAM SERIES 58480 CAST IRON CLEANOUT WITH PLUG ( SET FLUSH W/ GRADE) 6" DIAMETERFINISHED GRADE CLEANOUT (IN-LINE) NOT TO SCALE (NE-U010302 - 11/2024) REFER TO PLAN FOR MATERIAL AND SIZE MEDIUM DUTY ASPHALT PAVEMENT NOT TO SCALE ASPHALT PAVEMENT - JOINING NEW TO EXISTING NOT TO SCALE NOTES: 1.18" MINIMUM COVER OVER THE TOP OF THE PIPE, COMPACTED TO A DENSITY OF 90% AS PER AASHTO T-99. HIGH DENSITY POLYETHYLENE PIPE (HDPE). REFER TO SITE PLANS FOR SIZE AND MATERIAL GALVANIZED STEEL FLARED END GALVANIZED FLARED END SECTION NOT TO SCALE (NE-U010401 - 09/2023) CONCRETE SIDEWALK NOT TO SCALE CONCRETE BOLLARD NOT TO SCALE LAWN AREA-SEEDING DETAIL NOT TO SCALE C-902 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 2 D E T L GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. PIPE TRENCH PROFILE NOT TO SCALE TYPICAL STORM PIPE TRENCH NOT TO SCALE UTILITY TRACER WIRE DETAIL NOT TO SCALE STONE CHECK DAM NOT TO SCALE OVERBANK FLOOD CONTROL 3' PEA GRAVEL DIAPHRAGM WQv MAX PONDING DEPTH = 12" (MID-POINT OF CHANNEL FLOW PATH), 18" (END-POINT OF CHANNEL FLOW PATH) ADJACENT GRAVEL DRIVEWAY 3:1 (H:V) MAX SIDE SLOPE 30" FILTER MEDIA ASTM C-33 SAND: 75%-85% NYSDOT 713-01 TOPSOIL: 15%-25% DRAINAGE FILTER FABRIC (NON-WOVEN, POLYPROPYLENE GEOTEXTILE) 10" AASHTO NO. 57 STONE DRAINAGE LAYER (WASHED, NO FINES) 6" PERFORATED PVC UNDERDRAIN 24" MIN SEPARATION TO SEASONAL HIGH WATER TABLE/BEDROCK 6" MIN FREEBOARD DRY SWALE NOT TO SCALE IMPERMEABLE FILTER FABRIC LINER SYMBOL CONSTRUCTION SPECIFICATIONS SAME ELEVATION B TOE B A A CREST SPACING VARIES DEPENDING ON CHANNEL SLOPE CUTOFF TRENCH DESIGN BOTTOM FILTER FABRIC CUTOFF TRENCH 18" WIDE 6" DEEP PROFILE NOT TO SCALE SECTION B-B NOT TO SCALE SECTION A-A NOT TO SCALE 24" MAX @ CENTER 18"1 1 1 1 1 2 1 2 6" 9"MIN. 24" MAX @ CENTER X H X =H (Ft) SLOPE (FT/FT) SLOPE GROUND LINE DITCH BOTTOM FILTER FABRIC 1.5' MIN. 1.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2.SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES. FILTRATION STORMWATER PLANTER SECTION VIEW WATER QUALITY MAX PONDING DEPTH = 12" LARGER STORM EVENT MAX PONDING DEPTH = 18" OVERFLOW CONTROL REFER TO NYSDEC 2024 SMDM APPENDIX H FOR SUGGESTED PLANT LIST STABILIZED INLET 6" PVC ROOF DRAIN INLET PIPE 3" MIN SHREDDED HARDWOOD MULCH 18-30" FILTER MEDIA 10" MIN NO. 57 STONE DRAINAGE LAYER (WASHED, NO FINES) 24" MIN SEPARATION TO SEASONAL HIGH WATER TABLE/BEDROCK 8" PVC OUTLET PIPE IMPERMEABLE FILTER FABRIC 6" PERFORATED PVC UNDERDRAIN STORMWATER PLANTER NOT TO SCALE PLANTER WALL TIMBER BEAM OR APPROVED EQUAL (TYP) IMPERMEABLE FILTER FABRIC HU N G E N F O R D H I L L R O A D LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.2 0.6 0.2 0.4 0.4 0.4 0.2 0.2 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 4.5 0.8 0.4 1.9 2.6 2.5 3.4 2.7 1.4 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.0 12.7 6.4 10.8 5.9 4.4 2.1 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.3 5.4 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.6 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.5 5.8 15.1 5.7 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.4 0.3 1.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 3.1 2.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.9 1.9 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.5 2.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.9 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1F C 1F C 1F C 1FC 1F C 1F C 1FC 1FC 1FC 1F C 1F C 1FC 1F C 1F C 1FC 1FC 1F C 1FC 1FC1FC1FC 1FC VWP @ 9'VWP @ 16'VWP @ 9' VWP @ 9' VWP @ 9' VWP @ 9' VWP @ 9' L-201 LIGHTING PLAN THIS PLAN TO BE UTILIZED FOR LIGHTING PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 4 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - L L G T - N Y B 2 5 0 0 4 4 . 0 0 - 0 A - - - - - > L A Y O U T : L - 2 0 1 L G H T GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-LLGT SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D 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 ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Call before you dig. 1"=20' 0 2051020 W E S NAD83 NAD83 N/A15.1 AVG/MIN MAX/MINMIN 0.0 MAX 0.36 AVGUNITS FC CALCTYPE AREA SUMMARY LABEL ILLUMINANCE NUMERIC SUMMARY N/A DESCRIPTIONLLFLUMENSARRANGEMENTQTYSYMBOL LUMINAIRE SCHEDULE HEIGHT VWP 6 SINGLE 3,000 1.0 H.E. WILLIAMS VOLTAIRE WALL PACK L30 T2 CGL9.0' VWP 1 SINGLE 3,000 1.0 H.E. WILLIAMS VOLTAIRE WALL PACK L30 T2 CGL16.0' LIGHTING NOTES (Rev. 6/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 3.THE LIGHT LOSS FACTORS (LLF) DEPICTED IN THE LUMINAIRE SCHEDULE ON THIS PLAN ARE BASED ON DATA PROVIDED BY THE MANUFACTURER FOLLOWING IES LM-80-08 TESTING. THE LIGHT LEVELS DEPICTED ON THIS PLAN WERE CALCULATED BASED ON THE LLF LISTED IN THE LUMINAIRE SCHEDULE. 4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES (FC). 5.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6.WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 7.THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 8.CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 9.IT IS THE LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING ANY AND ALL POWER SOURCE(S) , AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 11.THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 12.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. 13.UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. 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1160.71 1160.50 1160.50 1160.41 1160.56 1160.76 1160.57 1159.72 1159.02 1159.78 1159.64 1159.82 1159.94 1159.75 1159.75 1159.25 1159.17 1158.87 1159.96 1161.21 1161.86 1162.13 1162.42 1162.36 1162.06 1161.43 1161.42 1161.82 1159.91 1159.24 1161.73 1162.101162.02 1161.97 1161.68 1161.40 1162.49 1162.83 1163.15 1162.80 1162.79 1162.37 1161.01 1160.50 1161.65 1163.68 1163.14 1163.08 1165.47 1164.15 1164.33 1165.02 1166.12 1166.29 1164.98 1165.83 1167.75 1168.37 1169.32 1170.33 1171.58 1171.87 1172.10 1170.89 1170.89 1173.73 1171.91 1174.81 1175.43 1176.73 1178.72 1177.65 1180.20 1182.31 1177.19 1173.70 1172.08 1170.70 1169.52 1168.76 1170.39 1170.541170.45 1170.55 1170.63 1170.71 1170.64 1170.741170.64 1170.54 1168.80 1167.33 1169.17 1169.87 1170.05 1168.53 1166.72 1168.17 1167.12 1167.26 1167.54 1167.00 1168.71 1170.65 1173.01 1170.16 1169.29 1169.27 1168.73 1166.43 1164.44 1162.85 1165.03 1165.98 1165.60 1165.241161.34 1160.86 1161.97 1162.11 1165.96 1167.41 1161.32 1163.90 1164.64 1164.93 1166.05 1165.38 1165.481164.00 1162.22 1161.77 1161.68 1162.51 1163.61 1163.16 1161.04 1160.87 1161.35 HYD WV SS SS SS WV 5.0' 5.0' CO VENT ER ER ER BOL BOL BOL BOL CB ST CB ST ST ST ST30" 14" 4" 14" 3 BOLE 12" 3 BOLE 10" 3 BOLE16" 2 BOLE 18" 14" 3 BOLE 8" 12" 24" 12" 12" 6" 6" 6" 8" 2 BOLE 10" 2 BOLE 4" 2 BOLE 6" BENCHMARK SET "X-CUT" IN EAST BONNET BOLT ELEVATION=1162.26' WV 4" "CORNELL UNIVERSITY KLEBERG BARN" SIGN BOL BOL 11 5 9 11 6 0 116 1 11 6 0 11 6 1 116 2 116 9 11 7 0 11 7 0 11 7 2 1163 1164 116 3 116 2 116 1 116 1 11 6 2 1163 11 6 4 11 6 5 11 6 6 11 6 7 11 6 8 11 6 9 117 2 11 7 3 11 7 4 118 0 118 1 118 2 14" GMTR Diesel Tank On Conc. Pad Gravel 1162 117 1 11 7 5 11 7 7 117 8 117 9 116 9 11 6 8 11 7 1 11 6 7 116 8 11 6 4 11 6 3 11 6 5 11 6 6 11 7 6 VENT Elec. Cabinet 8" CIP SMH 6" CIP 4" C I P Rim-1160.33 NE Inv-1154.25 E Inv-1154.05 NW Inv-1153.79 Rim-1160.36 SE Inv-1157.71 NW Inv-1157.68 Rim-1160.36 NW Inv-1160.58 NW Inv-1160.54 15" HDP E 15" H D P E 15" HDPE Inv-1166.90 Conc. Headwall Conc. Ramp Conc. Conc. AC U Co n c . Duct O/H O/H O/H ACU Duct Conc. Asphalt Asphalt Asphalt Gravel Drive Dirt Drive Garden Barn Woods Grass Grass 10" Boulde r sCO 2 VENTS Grass Gravel Gravel COGMTR Wildlife Health Center Building FF E 1 1 6 2 . 2 9 FF E 1 1 6 2 . 5 2 FF E 1 1 6 2 . 3 5 FF E 1 1 6 2 . 6 7 FF E 1 1 6 2 . 3 5 14" Bo x W i r e F e n c e Gate Post Gate Post Grass Grass Grass Grass Grass Grass Grass Grass Fuel Riser 2 VENTS Landscaping Concrete 116 3 Shed W W Ab a n d o n e d 1 " W a t e r W 6" W a t e r W W UT UT UE UE UE UE SS SS UE UE ST ST ST ST ST ST W 1" Wate r UE UE G G G UE UE ST ST 6" S t o r m 1" G a s 4" Water Gr i d N o r t h CB HYD GMTR SMH WV ------ OVERHEAD WIRESOHW ------ GAS LINEG ------ SIGN ------ WATER VALVE ------ WATER LINEW ------ STORM SEWER LINEST ------ SANITARY SEWER LINESS ------ SANITARY MANHOLE ------ UTILITY POLE ------ DECIDUOUS TREE ------ GAS METER ------ CONIFEROUS TREE ------ HYDRANT ------ UTILITY POLE W/ LIGHT ------ SQUARE CATCH BASIN ------ GAS VALVEGV ------ BURIED ELECTRIC LINEUE ------ BURIED TELEPHONE LINEUT c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 2025 CITY OF ITHACA CAYUGA COUNTY, NEW YORK 2025 25.0514 MAY 9, 2025 1 25-0262 DAVID M. SLISKI P.L.S. NO. 050105 XREFS: APPROVED "ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES OR A DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID TRUE COPY". DMS TFS DMS 1" = 20'1 NONE TOPOGRAPHIC SURVEY MAP FOR CORNELL UNIVERSITY - WILDLIFE HEALTH CENTER 131 SWANSON DRIVE 1.) NORTH ORIENTATION IS BASED ON GRID NORTH FROM RTK GPS OBSERVATIONS. UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND ONLY. THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH TESTIMONY). THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE DATA OBTAINED BY FIELD SURVEY, PREVIOUS MAPS AND RECORDS, (AND PAROLE UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM 2.) VERTICAL DATUM IS BASED ON NAVD 1988 DATUM FROM RTK GPS OBSERVATIONS. PRIOR TO ANY CONSTRUCTION. 4.) MAP NOTES 5.) FIELD WORK PERFORMED ON APRIL 28, 2025. 3.) 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