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HomeMy WebLinkAboutPB Packet 2022-08-02 TOWN OF ITHACA PLANNING BOARD Tuesday,August 2, 2022 7:00 P.M. Due to COVID-19 and Executive Order No. 11.8 signed by Governor Hochul on 7/14/22 allowing continuation of virtual meetings,this meeting will be held via the Zoom audio/visual application with no in-person attendance permitted. Members of the public may call in on a cell phone or landline at(929) 436-2866 and enter the Meeting ID: 836 4376 4382, or join the meeting by computer on Zoom at httt)s://us06web.zoom.us/i/83643764382. If the public would like to attend the meeting for viewing purposes only,it is recommended to watch the livestream video on YouTube(httt)s://www.youtube.com/channel/UCC9vvcXkJ6klVlibihCv7No /Iive . AGENDA 1. SEQR Determination: Robert Trent Jones Golf Course Renovations—Special Permit. 2. PUBLIC HEARING: Consideration of Special Permit for the proposed renovations to the Cornell Robert Trent Jones Golf Course,located at 213-215 Warren Road. The project involves installing new stormwater drainage lines and sand drainage trenches,replacing selected sand bunkers with turf, creating expanded detention areas, and other improvements to increase the overall function and drainage capacity of the course. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Cornell University, Owner;Michael Stewart, Cornell University Facilities Management,Applicant/Agent. 3. Persons to be heard. 4. Other Business. 5. Adj ournment. Susan Ritter Director of Planning 607-273-1747 NOTE:IF ANY MEMBER OF THE PLANNING BOARD IS UNABLE TO ATTEND,PLEASE NOTIFY CHRIS BALESTRA AT 607-273-1747 or CBALESTRA((-i),TOWN.ITHACA.NY.US. (A quorum of four(4)members is necessary to conduct Planning Board business.) Accessing Meeting Materials Online Site Plan and Subdivision applications and associated project materials are accessible electronically on the Town's website at https://www.town.ithaca.ny.us/meeting-calendar-agendas/under the calendar meeting date. TOWN OF ITHACA PLANNING BOARD PUBLIC HEARING NOTICE The Planning Board will hold a public hearing on Tuesday, August 2, 2022, at 7:00 P.M. on the following matter: Consideration of Special Permit for the proposed renovations to the Cornell Robert Trent Jones Golf Course, located at 213-215 Warren Road. The project involves installing new stormwater drainage lines and sand drainage trenches, replacing selected sand bunkers with turf, creating expanded detention areas,and other improvements to increase the overall function and drainage capacity of the course. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Cornell University, Owner; Michael Stewart, Cornell University Facilities Management,Applicant/Agent. Due to COVID-19 and Executive Order No. 11.8 signedby Governor Hochul on 7/14/22 allowing continuation of virtual meetings, this meeting will be held via the Zoom audio/visual application with no in-person attendance permitted. Members of the public may call in on a cell phone or landline at (929)436-2866 and enter the Meeting ID: 836 4376 4382, or join the meeting by computer on Zoom at https://us06web.zoom.us/j/83643764382. If the public would like to attend the meeting for viewing purposes only, it is recommended to watch the livestream video on YouTube(https://www.youtube.com/channel/UCC9yycXkJ6klVlibjhCy7NQ/live). Any person wishing to address the board will be heard. In addition, comments can be sent via email to townclerkLa)town.ithaca.U.us up to the end of business the day of the meeting and all comments will be forwarded to the board. Additional information is available at www.town.ithaca.ny.us. Susan Ritter,Director of Planning TOWN OF ITHACA NEW YORK DEPARTMENT OF PLANNING 215 N Tioga St 14850 607.273,1747 vw,��r�n�r�•�tl�n�r���rny TO: Planning Board Member FROM: Christie Ralestra, Plarm r4l) DATE: July 26, 2022 m Proposed CU Robert Trent Jones Golf Course Renovations Special Permit Enclosed please fired materials related to the consideration of Special Permit for the proposed renovations to the Cornell Robert Trent Jones Golf Course, located at 213-215 Warren Road. The project involves installing new stormwwater drainage lines and sand drainage trenches, replacing selected sand bunkers with turf, creating expanded detention areas,and other improvements to increase the overall function and drainage capacity of the course. The project requires Planning Board special permit approval because it involves the deposit or removal of more than 250 cubic yards of material on any parcel in any one year(Town Code §270-21 ). The Rolf course drainage improvement project involves a total of 3,351 cubic yards of material that will be disturbed to accommodate the new drainage improvements, It is expected that the project will ,generate some truck traffic into and out of the site, but that trucks will not utilize town reads (and they will specifically avoid Forest Home). The property is large and contains the 18-hole golf course, surrounded by a private golf course and Cornell-owned agricultural lands to the north, Cornell-owned agricultural and wooded lands to the east, Cornell-owned lands and Forest Home/Fairway Drive residences to the south, and Cornell campus, Pleasant Grove Road, and Hasbrouck Apartments to the west, Warren Read dissects the course from north to south. The Torn of Ithaca Public Works Department has reviewed a S PPP for the project and has provided an attached memo that outlines a few remaining items for the applicant to satisfy. Pursuant to the Town Code requirements in §270-217, the Director of Public Works (Joe Slater) and the Director of Engineering ((fan Thaete) have also provided a memo with confirmation that the project "adequately protects the property and surrounding properties from significant adverse consequences of such deposit or removal, including,when completed, adverse drainage, erosion, visual or ether adverse impacts," The two other items listed in the memo from Joe Slater and Dan Thaete have been added as conditions of approval on the draft resolution for the Planning Board to consider. Among the materials,your packets also include a completed draft Short EAF and draft resolutions for the project. Please feel free to call me at 273-1747, extension 121,or email me at r;I ale tra town.ithaca.ny,,g, if you have any questions prior to the rrleeting, cc ichael Stewart,Facilities Management,Cornell University Leslie Schill,University Planner/Director of Campus Planning,Cornell University Project Narrative: Robert Trent Jones Golf Course Renovation The Robert Trent Jones golf course is seeking to make much-needed improvements to the drainage and overall condition of the playing areas. The existing course drainage the still functions in many areas, but is discontinuous and causes certain areas of the course to become saturated. Also,the bunkers were never properly drained, and due to the deterioration of the bunker material they have become impossible to utilize for days after major rains, and have major issues with vegetation growth. The project is seeking a special permit for a soil disturbance exceeding 250 cubic yards. The project will disturb 6.0 acres, but at any given time this is not anticipated to exceed 3 acres at any given time due to practical limitations of the work, and owner's use of portions of the course. The project will disturb a total of 3351 cubic yards of material. The base scope of work is to install new stormwater drainage lines, add drainage to the sand bunkers, installation of sand drainage trenches to address targeted areas of turf, removal of select bunkers(to be replaced by turf),and minor grading to create expanded detention areas. The project will also remove tree stumps left from a prior tree removal effort.The overall goal is to improve drainage, but increase the detention capacity of the course, shift the detention of water from playable areas to non-playable areas of the course and slow the flow rate of water leaving the detention areas. The overall design seeks to use the natural drainage patterns and contours of the course,as well as the existing path of drainage under roads and existing structures. There are several alternates to the work, which will be awarded if prices allow. - Replacement of all bunker sand material and installation of drainage fabric. The existing material is old and is in poor condition, and has issues with vegetation. - Provide additional sand trench drainage lines to problem areas of the golf course. There is only one known threatened species that may be present in the work area—the Northern Long- Eared bat. It is understood from Fish&Wildlife Service protection language that working around this species requires NOT disturbing bats during hibernation(which usually takes place in winter in caves or mines, not found in the project area)and avoiding removal of trees being used for nesting during birthing and pup rearing season(June-July).No trees removals are being sought as part of this project.A request has been made to the Fish and Wildlife Service for a full impact statement for the Northern Long-Eared bats,to confirm requirements to be listed in the construction contractual language. The Lake Sturgeon is another designated species,but does not have habitat that will be impacted by the work area.No federal or local wetlands are being disturbed by the project. The Black and Gold Bumblee and Jefferson Salamander are listed as species of concern,but are not subject to state or federal protections at this time. The project will not have any construction activities in wetland areas,and will avoid construction near salamander habitat(particularly near holes 4/5)during the late February-March migration/mating season. The project will be executed sequentially, so that at least 50%of the golf course remains intact and open at any given time for use to the campus and the larger community. This includes golf,and other recreational activities. While the overall disturbance(if all alternates are awarded) is 6.0 acres,the total amount of disturbance at a given time will be approximately 3.0 acres. Communication has been shared with representatives for the Tompkins County Highway Department,to coordinate work adjacent to county drainage structures. The attached documents illustrate the scope of the project, drainage plans and calculations, and SWPPP prepared by the engineering staff of LaBella Associates. TOWN OF ITHACA ee N E W YRK DEPARTMENT OF PUBLIC WORKS 114 Seven Mile Dr 14850 607.273.1656 www.town.ithamny.us TO: Planning Board CC: Michael Stewart, Cornell University FROM: Joe Slater, Director of Public Works Daniel Thaete P.E., Director of Engineering DATE: 7/21/2022 RE: Robert Trent Jones Golf Course Renovations, Cornell University Fill Permit Review The Town of Ithaca has reviewed the Stormwater Pollution Prevention Plan materials dated April 2022, last revised April 2022, and the associated plan set dated June 15, 2022. We offer the following comments: - All Town of Ithaca Engineering Department comments and concerns must be addressed prior to earth disturbance/construction. - The SWPPP must be approved by the Engineering Department and implemented prior to construction. - Based on the materials submitted, the plan appears to adequately protect the property and surrounding properties from significant adverse consequences of such deposit or removal, including, when completed, adverse drainage, erosion, visual or other adverse impacts. Sincerely, Daniel Thaete, P.E. Joe Slater Director of Engineering Director of Public Work Town of Ithaca Town of Ithaca Engineering Department Department of Public Works ............ ............ r-r 0 0 v >CL sirl/ ..........:":, CD kyor/yr/g, gi UJ CL PROPOSED RESOLUTION: SEQR Special Permit Cornell Robert Trent Jones Golf Course Renovations Tax Parcel No. 68.-1-9 Town of Ithaca Planning Board,August 2, 2022 WHEREAS: 1. This action is Consideration of Special Permit for the proposed renovations to the Cornell Robert Trent Jones Golf Course, located at 213-215 Warren Road. The project involves installing new stormwater drainage lines and sand drainage trenches,replacing selected sand bunkers with turf, creating expanded detention areas, and other improvements to increase the overall function and drainage capacity of the course. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Cornell University, Owner; Michael Stewart, Cornell University Facilities Management, Applicant/Agent, and 2. This is an Unlisted Action for which the Town of Ithaca Planning Board is the lead agency in the environmental review with respect to Special Permit, and 3. The Planning Board, on August 2, 2022,has reviewed and accepted as adequate a Short Environmental Assessment Form(EAF) Part 1, submitted by the applicant, Parts 2 and 3 prepared by Town Planning staff, a set of drawings titled"Robert Trent Jones Golf Course Renovations, 213 Warren Road, Ithaca,New York, 14850" dated June 15, 2022,prepared by LaBella, and other application materials, and 4. The Town Planning staff has recommended a negative determination of environmental significance with respect to the proposed Special Permit; NOW THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby makes a negative determination of environmental significance in accordance with Article 8 of the Environmental Conservation Law and 6 NYCRR Part 617 New York State Environmental Quality Review for the above referenced action as proposed,based on the information in the EAF Part 1 and for the reasons set forth in the EAF Parts 2 and 3, and, therefore, a Draft Environmental Impact Statement will not be required. Short Environmental Assessment Form Part I -Project Information Instructions for Comoletin� Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Robert Trent Jones Golf Course Renovations,Cornell University Name of Action or Project: Special Permit for Robert Trent Jones Golf Course Renovations Project Location(describe,and attach a location map): 213-215 Warren Road, Ithaca, NY Brief Description of Proposed Action: Special permit for removal and replacement of over 250 cu.yards of sand and soil(approximately 3,351 cu.yards of material). he work is required for replacement of existing but aging drainage infrastructure lines,replacement of golf bunker sand,filling in of selected gol course bunkers,and creation of new storm water detention areas to reduce runoff. Name of Applicant or Sponsor: Telephone: 607-255-0328 Cornell University,Michael Stewart,Project Manager E-Mail: mts96@cornell.edu Address: 2336 S Balch Hall,Cornell University City/PO: State: Zip Code: Ithaca, NY 14853 1. Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS SPDES Permit —bl Ri- 3. a. Total acreage of the site of the proposed action? 142.8 acres b. Total acreage to be physically disturbed? 6.0 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 485+acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial 0 Residential(suburban) ❑Forest ✓❑ Agriculture Aquatic Z Other(Specify): university golf course Q✓ Parkland Padg'c; 11 a �`.p SEAF2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑� ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? Area is served key .l"C;AT ROUtes 30 and 51 ❑ ❑✓ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Not applicable-no building construction as part of this project. ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Not applicable-no potable water use or building construction as part of this project. ❑ ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Not applicable-no new sewage/wastewater created as part of this project. ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on th State Register of Historic Places? Please see Part 3 attached b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive to ❑ ❑� archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory?'lease see F art 3 a tache 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? Please see Fart 3 attarFed ❑ ❑✓ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: The parcel is adjacent to Cascadilla Creek,and wetlands with federal recognition and wetlands designated by Tompkins county. No alterations to wetland or waterbodies Site contains portion of and is adjacent to Tompkins County Unique Natural Area 130,and Town of Ithaca Natural Areas at Bull Pasture Ponds and Fall Creek Valley. Pag'c°2 o:0 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ✓❑ Forest 2 Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban ❑✓ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State NO YES Federal government as threatened or endangered? Please sae Fart 3 attac ad �✓ 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, El RI a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? �✓ If Yes,briefly describe: Project does not create any new impervious surfaces. Project will replace existing storm water drain lines,to connect to existing storm water structure locations along Warren Rd,at the southwest corner of the parcel(above Forest Home Drive),and along Pleasant Grove Rd. These continue to drain to creeks and watersheds to the south and west of the parcel. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name- Lisa James Date: 06/28/2022 401 w K� it Signature: '� �" '""'p° Title: Director of Facilities,Student&Campus Life PRINT FORM llag'; 3 o0 EAF Mapper Summary Report Friday, July 22, 2022 10:10 AM Disclaimer: The EAF Mapper is a screening tool intended to assist ,yyk i� project sponsors and reviewing agencies in preparing an environmental IC assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF ¢mhi,u tauauia uSull --- question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order 6 to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. W1 r sa r' � A IJ I Dryden i �� T to tea I a �rir �Rt'r fufltl o.r 601 "'x Ash' �"1 am " e'strm rl t u o d` rG tiff a Ica, (Ci l � rf I n i t mf N Flu IIllI r� Ph Kaidellpinfi a�,n i�I I�.Ivl �� litei nala,IrJ�RE h frTF r'�,({:�itl,.Esn hlxiO I�°� �"E 11-(ellllli N,HI"il��l 1�. a17w"1N, Ern P°wIEPI��F�, ��11��,E 11 A.1I:r�.,l�.h°IEII�,E� n �.Iur7W;, dH�al�r)4��.a1��"�; E ii Bri(MiaiI;and), I'ViC (wp 01jH6fi�eAI iap cv'.ArytnliGYU)i's al.1dtfif,gal l " ^�' a;l j � 41 hJSel C:Ornrr��u� : Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State Yes Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a [Wetlands or Other Yes - Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Lake Sturgeon, Sedge Wren Endangered Animal - Name] Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 Robert Trent Jones Golf Course Renovations SEAF—Additional Notes 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? 1. There is only one known threatened species that may be present in the work area—the Northern Long-Eared bat. It is understood from Fish&Wildlife Service protection language that working around this species requires NOT disturbing bats during hibernation(which usually takes place in winter in caves or mines,not found in the project area)and avoiding removal of trees being used for nesting during birthing and pup rearing season(June-July).No trees removals are being sought as part of this project. A request has been made to the Fish and Wildlife Service for a full impact statement for the Northern Long-Eared bats, to confirm requirements to be listed in the construction contractual language. 2. The Lake Sturgeon is another designated species,but does not have habitat that will be impacted by the work area. 3. No federal or local wetlands are being disturbed by the project. The Black and Gold Bumblee and Jefferson Salamander are listed as species of concern,but are not subject to state or federal protections at this time. The project will not have any construction activities in wetland areas, and will avoid construction near salamander habitat(particularly near holes 4/5) during the late February-March migration/mating and migration season. Agency Use Only [If applicable] Project: CU RTJ Golf Course Renovations Date: August 2,2022 Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? Fv-1 El 2. Will the proposed action result in a change in the use or intensity of use of land? ❑� ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑✓ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? ❑✓ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater, air quality,flora and fauna)? 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ PRINT FORM I Pagel of 2 Agency Use Only[If applicable] Project: CU RT Golf Course Renovations Date: ugust 2, 2022 Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short- term,long-term and cumulative impacts. The project involves making drainage improvements to an existing Cornell University golf course.The drainage system for the course is more than 80 years old and has fallen into disrepair.The improvements are not expected to create significant adverse environmental impacts and will serve to reduce flooding and erosion that has been occurring. There are no proposed structures or development. Regarding Part 1, numbers 12a&12b: According to the NYS Office of Parks, Recreation and Historic Preservation Cultural Resources Information System program,the project is located in an area that could be archaeologically sensitive. However,the golf course property has been previously disturbed,so it is presumed that any archaeological resources would have been discovered with prior disturbances.The property is also located near the Forest Home Historic District,which is on the National and State Registers of Historic Places. The proposed drainage improvements will have no impact on the Forest Home Historic District. Regarding Part 1, number 13a:As mentioned in the applicant's notes,the golf course is adjacent to Cascadilla Creek, but the project is located at least 700 feet from the creek(there are homes between the project and the creek). There are also wetlands designated by Tompkins county located along the eastern edge of the property.There will be no alterations to the wetlands or any other waterbodies.The property contains a portion of Tompkins County Unique Natural Areas(UNA)#130-Fall Creek Valley and#105-Bull Pasture Ponds. The UNA's will remain unaffected by the project,as the drainage improvements will intentionally avoid impacting these areas. Regarding Part 1, number 15:The NYS DEC EAF Mapper program identified two threatened/endangered species that could be present on the property: Lake Sturgeon and Sedge Wren. Lake Sturgeon lives in lowland rivers and large lakes. The stream/wetland areas located along the eastern edge of the property are not lowland rivers. Lake Sturgeon would most likely be located in Cayuga Lake,which is 7,000+/-feet west of the project.The proposed action will have no impact on Lake Sturgeon. Sedge wrens are migrant bird species that breed in wetlands with tall, dense sedges and grasses. They began to decline in the 1950's due to the destruction of wetlands for agriculture and development. If the wrens are indeed located on this property,there is no expected adverse impact,since the project involves maintaining the wetlands. The applicants"SEAF Additional notes"#3 lists a few other animal species of concern. However these species weren't listed on the NYS DEC's Nature Explorer or EAF Mapper databases,so it is assumed that they are not present on the site Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑� Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Ithaca Planning Board Name of Lead Agency Date Liebe Meier Swain Chair Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT FORM Page 2 of 2 PROPOSED RESOLUTION: Special Permit Cornell Robert Trent Jones Golf Course Renovations Tax Parcel No. 68.-1-9 Town of Ithaca Planning Board,August 2, 2022 WHEREAS: 1. This action is Consideration of Special Permit for the proposed renovations to the Cornell Robert Trent Jones Golf Course, located at 213-215 Warren Road. The project involves installing new stormwater drainage lines and sand drainage trenches,replacing selected sand bunkers with turf, creating expanded detention areas, and other improvements to increase the overall function and drainage capacity of the course. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Cornell University, Owner; Michael Stewart, Cornell University Facilities Management, Applicant/Agent, and 2. This is an Unlisted Action for which the Town of Ithaca Planning Board, acting as lead agency in the environmental review with respect to the project,has, on August 2, 2022, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3, prepared by Town Planning staff, and 3. The Planning Board, at a Public Hearing held on August 2, 2022, has reviewed, and accepted as adequate a set of drawings titled"Robert Trent Jones Golf Course Renovations, 213 Warren Road, Ithaca, New York, 14850" dated June 15, 2022,prepared by LaBella, along with other application materials; NOW THEREFORE BE IT RESOLVED: 1. That the Planning Board hereby finds that the special permit standards of Article XXIV Section 270-200, Subsections A—H, of the Town of Ithaca Code, have been met, specifically that: A.The project will be suitable for the property on which it is proposed, considering the property's size, location, and physical site characteristics. • The golf course has existed on the property for many years. The existing drainage system that was installed on the course is 80 years old and in need or repair. The proposed system is a replacement in kind and will work with the site's existing physical characteristics. B. The proposed structure design and site layout are compatible with the surrounding area. • There are no proposed new structures and no changes to the site layout, other than removal of sand bunkers. C. Operations in connection with the proposed use do not create any more noise, fumes, vibration, illumination, or other potential nuisances than the operation of any permitted use in the particular zone. • The golf course use will not change. The proposed drainage work will create temporary noise impacts which will cease when the work is completed. 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. • There are no changes to existing infrastructure and services. All infrastructure to accommodate the use is in place and is of adequate capacity. 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 no proposed changes to the existing site layout. All existing vehicular, bicycle, and pedestrian areas will remain unchanged after completion of the project. 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. • There are no changes to existing vegetation, other than the removal of tree stumps. The golf course is fully landscaped and contains many trees, shrubs, and grasses that will remain. 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. • Site Plan approval is not required with Special Permit when associated with a fill permit. This criterion is not applicable to the project. 2. That the Planning Board hereby grants Special Permit for the proposed drainage improvements to the Cornell Robert Trent Jones Golf Course, with the following conditions: a. All Town of Ithaca Engineering Department comments and concerns must be addressed prior to earth disturbance/construction, and b. The SWPPP must be approved by the Engineering Department and implemented prior to construction. OF]p TOWN OF ITHACA ]�A ENGINEERING DEPARTMENT 4'W 1,09- 114 SEVEN MILE DRIVE, ITHACA, N.Y. 14850 engineering@townJthaca.ny.us PHONE(607)273-1656 Roads,Parks,Trails,Engineering,Sewer,and Water FAX(607)272-6076 ENGINEERING,WNDUM FROM: Daniel That , PE Town Engineer David O'Shea, Senior Civil Engineer TO: Michael Stewart, RA, LE AP, EIT-Cornell University CC: Susan Ritter-TOI Director of Planning DATE: 5/10/2022 Review: 7/11/2022 RE: Robert Trent Jones Golf Course Renovations, Cornell University We have reviewed the "Robert Trent Jones Golf Course Renovations, Cornell University" 60% plans dated June Apf4 15, 2022, and associated Stormwater Management Narrative (SWM) and calculations dated April 2022, last revised April 2022, We offer the following comments: SWPPP: • The applicant has submitted a preliminary SWM Narrative to the Engineering Department outlining the overall Erosion Control Stormwater Management Concept. The applicant must meet the required Erosion Control/Stormwater Standards as outlined within the New York State Stiormwater Design Manual (NYSSDM) dated, January 2015. Upon acceptance by the Town, the applicant will be required to submit a Notice of Intent (NOI) in order to obtain an approved State Pollution Discharge Elimination System (SPDES) Permit prior to commencement of earthwork activities. -Applicant Acknowledged • Please outline how this project specifically meets the requirements outlined within APPENDIX B-Table 1 of the NYSSDM, "Construction Activities that Require the Preparation of a SWPPP that Only Includes Erosion and Sediment Controls." -Comment Satisfied • Applicant is reminded that this project shall NOT alter hydrology from pre to post development conditions. (Meaning: the post-development peak flow rate(s) has increased by no more than 5% of the pre-developed condition) -Comment Satisfied • The sub-catchment areas within each point of interest should be connected via a "reach", as there would appear to be some distance between the outfall of a sub- catchment area to the actual point of interest. The model appears to show the simple addition of sub-catchment areas with no consideration of the travel time or flow characteristics between. -Comment Satisfied • Please provide an executive summary outlining the pre and post development flow rates, CN's, and time of concentrations for each sub-catchment and POI. Please identify that you meet the 5% rule regarding altering hydrology for each POI. -Comment Satisfied • It appears there are several sub-catchment areas that will be receiving a stormwater management device. To meet the intent of APPENDIX B-Table 1 of the NYSSDM, applicant must show that they meet the 5% rule regarding altering hydrology without the inclusion of these devices in the model. If this cannot be achieved, these stormwater devices must be included in the Campus-wide Stormwater O&M Agreement with the Town of Ithaca and, all subsequent NYSDEC rules and regulations regarding these devices must be met. -Comment Satisfied • The SWM Narrative outlines that this is a "Redevelopment Project." We do not know if this is an accurate statement. Redevelopment projects are generally exempt from stormwater quantity control, but NOT quality control. Please revise accordingly. -Comment Satisfied Warren Road: • Please provide written confirmation from the Tompkins County Highway Department identifying they have reviewed and are in concurrence with the work/SW M proposed within the right-of-way of Warren Road. -Applicant indicated they are continuing to work through the County's comments. Written approval from the Tompkins County Highway Department is required for all work within or tributary to the Right-of-Way of Warren Road General Comments: • Sheet C001, Survey Notes 4&5,. please include horizontal and vertical datums -Comment Satisfied • Sheet C001, Site Notes 5&6: missing information -Comment Satisfied • Sheet C001, Utility Notes 1&2: please update to reference Town of Ithaca and/or Bolton Point -Comment Satisfied • Sheet C001, E&S Notes: Please identify that a preconstruction meeting must be held with the Town of Ithaca prior to commencement of earthwork activities, .-Comment Satisfied Please revise note #10 to indicate stabilization of disturbed areas must be accomplished after 1 week of no activity, NOT after final work is accomplished. -Comment Satisfied * Note 11 identifies a staging area and construction entrance. Please identify on the plans. -Comment Satisfied * Note 12, please identify which type of inlet protection should be utilized for impervious and non-impervious surfaces. -Comment Satisfied • A note shall be added to the plan indicating no truck traffic shall traverse through the Hamlet of Forest Home. -Comment Satisfied • Please include notes identifying winter Erosion and Sediment Control implementation guidelines should work be performed through the winter months (November 15 th —April 1 st). -Comment Satisfied • Sheet C307-Detail 3/C307, It appears the stormwater grading in this area will conflict with the connector road between the Moakley house and driving range parking areas. Additionally, please identify the clearance between the Moakley house sewer lateral and proposed 24-inch storm line under the asphalt parking area. -Comment Satisfied Additional C.o.mments", • Detail 6/C501-. Please identify minimum compost filter sock diameter on the detail A minimum 12-inch diameter is required per NYSDEC specification 5.7, • Detail 2/C50Z Please identify location of outfall structures 'PD3A' an 'PD8" on the plans, Inverts and information shown within details 3&4/C307 do not appear to correspond. 3 0 2027. r-111101ffi , LaBeLLa TOWN OF ITHACA PLANNING June 15, 2022 Town of Ithaca Engineering Department 114 Seven it Drive Ithaca, NY 14850 RE: Response to Town Comments Robert Trent Jones Golf Course Renovations 213 Warren Road Ithaca, NY 14580 Mr.Thaete: We are in receipt of the comment letter dated May 10, 2022 from the Town of Ithaca Engineering Department regarding the Robert Trent Jones Golf Course Renovations at Cornell University. We offer the following responses to these comments for your consideration at this time: SWPPP 1. The applicant has submitted a preliminary SW`M Narrative to the Engineering Department outlining the overall Erosion Control Stormwater Management Concept. The applicant must meet the required Erosion Control/Stormwater Standards as outlined within the New York State Stormwater Design Manual (NYSSDM)dated,January 2015. Upon acceptance by the Town,the applicant will be required to submit a Notice of Intent(NOI) in order toobtain an approved State Pollution Discharge Elimination System (SPDES) Permit prior to commencement of earthwork activities. The plans show the proposed Erosion Control measures to be installed.The project meets the NYSSDM Erosion Control rs® An NOI will be submitted and SPDES Permit will be obtained prior to commencement of earthwork activities. 2. Please outline how this project specifically meets the requirements outlined within Appendix B - Table 1 of the NYSSDM, "Construction Activities that Require the Preparation of a SWPPP that Only Includes Erosion and Sediment Controls." The golf course's existing storm sewer Infrastructure, constructed decades ago, has failed. This project proposes to replace the existing failed storm sewer mains at the golf course and can therefore be classified as an underground linear utility project per Table 1. This project will not alter hydrology from pre-development topost-development conditions. 3. Applicant is reminded that this project shall not alter hydrology from pre to post development 'conditions. (Meaning:the post-development peak flow rate(s) has increased by no more than 5%of the pre-developed condition) The project will not alter hydrology from pre-development to post-development conditions. Please refer to the attached HydroCAD analysis which shows the post-development condition has not increased by more than 5%of the pre-development condition. ,joo State Street Suite 201 RoChE stev NY 1,1614 P 6E35)4�A-6110 f Q)895)4134-3o66 a� 4. The sub-catchment areas within each point of interest should be connected via a "reach",as there would appear to be some distance between the outfall of a sub-catchment area to the actual point of interest. The model appears to show the simple addition of sub-catchment areas with no consideration of the travel time or flow characteristics between. The HydroCAD model has been revised to connect sub-catchment areas within each point of interest via reach. 5. Please provide an executive summary outlining the pre and post development flow rates, CN's,and time of concentrations for each sub-catchment and POL Please identify that you meet the 5%rule regarding altering hydrology for each POL Executive summary tables have been added to the SWPPP,section 2.13. The summary tables indicate that the 5% rule will be met. 6. It appears there are several sub-catchment areas that will be receiving a stormwater management device. To meet the intent of Appendix B -Table 1 of the NYSSDM, applicant must show that they meet the 5%rule regarding altering hydrology without the inclusion of these devices in the model. If this cannot be achieved,these stormwater devices must be included in the Campus-wide Stormwater 0&M Agreement with the Town of Ithaca and,all subsequent NYSDEC rules and regulations regarding these devices must be met. The 5%rule regarding altering hydrology will be met without the inclusion of the stormwater management devices. Please refer to the executive summary tables and the HydroCAD analysis for further detail. 7. The SWM Narrative outlines that this is a "Redevelopment Project." We do not know if this is an accurate statement. Redevelopment projects are generally exempt from stormwater quantity control, but not quality control. Please revise accordingly. The SWPPP has been revised to remove references to"Redevelopment". This project should rather be considered a maintenance or rehabilitation project,as the golf course's existing storm sewer infrastructure will be improved. Warren Road 8. Please provide written confirmation from the Tompkins County Highway Department identifying that they have reviewed and are in concurrence with the work/SWM proposed within the right-of-way of Warren Road. LaBella and Cornell have had multiple meetings(virtual and on-site)with Tompkins County Highway Department to review the proposed design. We continue to work through the County's comments and will provide written concurrence upon receipt. General Comments 9. Sheet C001,Survey Notes 4&5: please include horizontal and vertical datums ......... Note 4 has been revised to indicate contours are provided by LIDAR data, Note 5 has been deleted. 10.Sheet C001,Site Notes 5&6: missing information. Notes 5&6 have been updated to provide the missing information. 11.Sheet C001, Utility Notes 1&2: please update to reference Town of Ithaca and/or Bolton Point. Utility Notes I&2 have been revised. 12.Sheet COOL E&S Notes: • Please identify that a preconstruction meeting must be held with the Town of Ithaca prior to commencement of earthwork activities. Note has been added. (Note 1) ® Please revise note#10 to indicate stabilization of disturbed areas must be accomplished after I week of no activity, not after final work is accomplished. to has been revised. (Revised numbering now corresponds to not 11) • Note 11 identifies a staging area and a construction entrance. Please identify on the plans. The plans have been revised to indicate tentative locations of staging areas and construction entrances. Final locations to be field determined by Cornell and selected contractor. • Note 12, please identify which type of inlet protection should be utilized for impervious and non-impervious surfaces. Note has been revised. (Revised numbering now corresponds to note 13) 13.A note shall be added to the plan indicating no truck traffic shall traverse through the Hamlet of Forest Home. Note has been added under General Notes. (Note 9) 14.Please include notes identifying winter Erosion and Sediment Control implementation guidelines should work be performed through the winter months (November 15th - April 1st). Note has been added under Erosion and Sediment Control Notes. (Note 15) 15.Sheet C307 - Detail 3/C307, It appears the stormwater grading in this area will conflict with the connector road between the Moakley house and driving range parking areas. Additionally, please identify the clearance between the Moakley house sewer lateral and proposed 24-inch storm line under the asphalt parking area. Existing utility invert information has been added to the plans. The proposed storm sewer pipe will pass under the existing sanitary sewer pipe with approximately 6"of clearance. The proposed storm sewer pipe will pass above the existing water service with approximately 3" of clearance,at an assumed water service depth of 6-feet. Elevations of all utilities to be field verified during construction. Respectfully submitted, LaBella Associates Jonathan Spurr, P.E. Civil Engineer, Project Manager ,V v v v V Iy O. ........... yirJ Pi Ci b Ea rS r am�iwt r lip,�wil ! m�a,� u�w�v.�w �f�IwJim w,„mi✓vna nwl�9lww,n�mn�iw�Br„w,, II i w� w � W I� F"�,I�N�,n,',/�I�'�/:�,,`.,r,,,I,r,1�u;n i V•� MEW ANIL 213 WARREN ROAD ITHACA , NY 14850 60 % PLANS N111 , PROJECT LOCATION „ XMIN 1 6 IIrmI I�l� � �,^�,wv•,,!Vm;��.M,I�a,�"�.�I�:�.o_I: ..,� 6 � w ,V,y;l.l l,.m,���F9�`�°..�,„;',�'.'r,��,r�ir;,w�,,��,�✓,m� « ,".�W,f ,u. lw o5 wr 0u&„7 a ,. : . & n wl Nq ....„ 1 0�„����I,,l,w.w w4u.,•,,d:��r4/��"my.nE;����nwi C`(�I!fC im�w;io�w',mw�`,r l,-l„��°��..i�m ja�Iam u of1u�mI IN VY! , „ . .f„kb » 1,�t I),y~ . �^ry 'N ol . r ..��.."�✓.�'y .m..' l l „r .�.''4.6.�^,y�,� 0 tv.7� w., n� „ imr wy rqG �o f IIII I IIV m: ' 14 mm oil � R; ra 4, 13 wi �J , l �° 4d M 4 _ r' 0P-AT. -.1PN---M-A.P- N.T& CORNELL UNIVE BUILDING 121 HUMPHREYS RVICE ° �1,..«-. Q'i . . ' k, :,. I ddI R a ITHACA NY 14853 TOWN p q N M PROJECT NO -' 2212689 cl CA JUNE 15 , 2022 , ere y partnership. 100 West Water Street , Suite 100 Elmira ,, N 14901 wceM IV ROHN� ERT TRLNILOT ONt nS 1: ,L 0 ri %I i S GOLF CuAgm"ku E n N A�TIO M 8492 07 /11 W II J l a e l l 9w.11 wi .. o r "%�Wwwuvm" MON"WENNOWM GENERAL NOTES UTILITY NOTES LEGEND LaBeLl 1 FHE CONTRACTOR ALONE SHALL BE RESFIONSIBLE T'0 LOCATE UTILITIES OU"I'SIDETHE 1, NO WORK SHALL OCCUR ONTHE WATER MAM/WATERSERVICE WITHOUT PRIOR ljz:l Powered by partnei FUGHT-OF-WAY INCLUDING PFUVATE ROADS, WRITTEN APPROVAL FROM THE TOWN OF ITHACA AND BOLTON POINT, EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION 2 SITE DRAINAGE,INCLUDING THE PROJECTSITE AND ADJACIENT PRIVNIT AND PUBLIC 2, NO WORK SHALL OCCLJ13 CINTHE SANITARY MAIN/SANITARY SERVICE WffffoLi"r PRIOR PROJECT BENCHMARK CONTROL ROADWAYS,DRIVES,PARKING AREAS OR PROPERTIES SHALL DE MAINTAINED WRITTEN APPROVAL FROM THE TOWN OF ITHACA SIGNATURE ON'rHE UTILITY PLAN. POINTS A END SEC"HON 100 West Water Street, Suite 1.01 THROUGHOUTTHE CONsTRUCTION PEMOD. WETLAND IED In] CATCH BASIN Elmira, NY 14901 3, THE CONTRACTOR SHAL.L.BE RESPONSIBLE FOR SUPPLY�NG ALL MATERIALS,"TOOLS AND 607-734-8492 EQUIPMENT, INCLUMNIG SPECIAL,GLITTING DEVICES,NECESSARY'TO PERFORM THE WETLAND BUFFER G DRAIN BASIN WORK CONTALNED IN rMS,CONTRAur. BORING LOCATIONS @ INLET MANHOLE labeHapcxom 4 THE SLZES AND MATERIAL OF CONSTRUCTION OF WATER MAINS,SANITARY SEWERS AND STORM SEWERS TO REMA�N ARE REPUTED. THE CONTRACTOR SHALL VERIFY SIZES OF OBJECT REMOVAL MANHOLE (SO1.0 COVER) ALL UTILPFIES WHERE CONNECTIONS TO SAID EXISTING UTILITIES ARE REQUIRED. GRADING NOTES T EXCAVATION TO VERIFY THESE UTILITIES SHALL,BE MADE AT NO ADDITIONAL cos'r To 0 OBJECT REMOVAL 2 INLETDRYWELL, THE OWNER. 1 THE CONIRACIOR SHALL CONFORM TO THE REQWREMENTS OF OSHA,AND ANY OTHER x OBJECTREMOVAL.....3 co"�- cc� CLEAN OUT :0 5 THE CONTRACTOR SHALL PROTECTALL EXISTING SI111 AMENITIES NOT'DESIGNATED FOR AGENCY HAVINGJURISDICTION WITH REGARDTO SAFETY PRECAUTIONS WITH N\ REMOVAL, TRENCHING OPERA,rIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO X X X X REMOVAL LITILITY IDS,, DSO DOWN SPOUT Ili SUPPLEMENTREQU[REM ENTS ESTABLISHED BY THESE AGENCIES,IN THE CASE OF A No 6� UNLESS OTHERWISE INMCATED ONTFIE PLANS OR DIRECTED BY THE CONFLICT BETWEEN REWAREMENFs OF(YFFIER JURISDICTIONAL AGENCIES AND THESE REMOVAL FENCE /Ix HYDRAN'r ARC1,flTECT/ENGINEER, [HE CONTRACTOR IS RESPONSIBLE FOR PRESERVING AND DOCUMENTS,I HE MORE STRINGENTREQUIREMENT ON THE CONTRACTOR SHALL APPLY. / / / / 10 PROTECTLIqG FROM DAMAG[�.�ALL I REES,SHRUBS AND PLANTS IN THE VICINITY OFTHE SAWCUT VALVE PROPOSED WORK. 2. SHEETING,IF RI"OUIRED D URING CONSTRUCTION,IS CONSIDERED 10 BE PAR r OF THIS PR01 ECTION(OBJEc r) 7, THE CONTRACTOR SHALL, PROTEcT AND SUPPORT ALL,FXISTING UTILITIES DESIGNATED CONTRACTAND SHALL.BE PROVIDED AT NO ADDITIONAL COSTTO THE OWNER. SAMPLING TAP TO REMAIN FOF4 THE DURATION OFTHE CONTRACT, 3, ALLTRENCHES THROLIGH PAVEMENT SHALL BE SAW CUT PRIORTO EXCAVATION AND 8, ANY SITE AMENITY,U11LITY,STREET APPURTENANCE,OR OTHER ITEM WH01 BECOMES AGAIN PRIOR TO PAVEMENT RESTORATION, 0 TREE PROTECTION (OTHER)FLOW ARROW DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR 4, CONTRACTOR SHALL ADJUST"THE RIMS OF AL.L.MANHOLES,CATCH BASINS,VALVE --- FENCE,CHAIN LINK -cTv- CATV REFILACEDIN-KINDBY �HE CONTRACTOR AS GET ERMINED BY"I HE PRO,LECI MANAGER BOXES AND OTHER UTII PY SITE STRUCTURESTO MEET FLNISHED GRADE IN AREAS OR ARCHI TEC"KNIGINEER AND AT NO ADDITIONAL COST'10 TIHE OWNER. REQUIRING REPAVING OR REGRADING AS PART OFTHE WORK,INCLUDING"IHOSE THAT FENCE,TYPE1 COMM- —CDM*—OOMM— COMMUNICATIONS 9 NO TRUCK TRAFFIC S�dA�,,L."FRAVERSE'ffiROUGI-I'T[,,fE HAMLET OF FORES"T HOME, MAY NOT BE SHOWN ON-rFiE PLANS. FENCE,TYPE 2 f 01 FIBER OPlICS It �s a vIolafion of New York Education Law Articl 5, VOIDS LEFT BY UTILITY OR STRUCTURE REMOVAL OR GRUBBING OPERATIONS SHALL.BE Sec,7209, for,any person, unless acting Linder the BACKFILLED AND PROPERLY COMPACTED wrrl-i STRUCTURAL FILL.(NYSD01-ITEM 304 12) FENCE,GI.ADE RAIL sc SIGNAL,LINE of a licensed architect, professiorm� engineer, ci� fN AREAS UNDE'R AND WITHIN 5 FEETHORIZONTALLY OF ALL STRUCTURES, BUILDINGS surveyor, to alter an item in any way. If an item be� AND PAVEMENTS,IN GRASSED AREAS,,VOIDS LEFT SHALL BE FILLED AND PROPERLY TREF/VEGETATION LIMIT 7-------T TELEPHONE LINE seal of an architect, engineer, or land surveyor ls SURVEY NOTES COMPACTED WITH SUITABLE ON-SITE OR IMPORTED EARTHEN BACKFILL, ALL the aftering architect, engineer', or land stuveyor st wsrURBED AREAS SHALL,BE RESTORED, BUILDIWSTRUCTURE OVERHEAD ELECTRIIC to the itern ftir seal and notation "'altered by"'follc 1 CONTRACTOR SHALL FIELD VERIFY ALL EXIsTING CONDITIONS PRIOR TO BID.NO their,signature and date of such afterabon, and a ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO 6. THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO F113EVENT THE iNTRODUCTION PROPERTY LINE POWER LINE description of the alteration. VERIFY EXISTING CONDITIONS. OF GROUNDWATER INTO THE"TRENCHIES/EXCAVATIONS, PROVIDE ALL EQUWMENT 2� THE CONTRACT01 SHALL I LICATE,MARK,SAFEGUARD AND PRESERVE ALL SURVEY NEGESSARYTO MAL10"AIN THE GROUNDWATER LIVEL,AS NECESSARY. SETBACK LINE UIE UE. UNDERGROUND ELECTRIC MA13KERS AND RIIGHT-OF-WAY�MARKERS IN THE AREA OF CONSTRUCTION, 7. THE CONTRACTOR 1113HALL PLACE ATMINIMUM 6 INCHES OF CLEANED SCREENED PIC EASEMENTS . ..............— C" GAS LINE 3, ANY IRON FINS, MONUMENTS OR OTHER ITEMS DEFINING PROPERTY I-INES WHICH ARE "TOPSOIL IN ALI.,DISTURBED AREAS PRIOR TO SEEDING, DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PROPERLY TIED AND RIGHT-OF-WAY $A- �Sk- SANITARY IJNE 0 2020 LaBella Associates ACCURATELY RESET BY A,NYS LICENSED SURVEYOR UPON COMPLETION OFTHE WORK. RETAINING WALL ...... SANITARY FORCEMAIN 4� CONTOURS PROVIDED BY LIDAR DATA, EROSION AND SEDIMENT CONTROL NOTES 0 0 BOLLARD STORM LINE 1 A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THETOWN OF ITHACA PRIOR TO 0 FLAG POLE STORM UNDERDRAIN PIPE COMMENCEMENT OF ANY SOIL.Dls,rURBANCES,, 4 "AGN WATER PRE SE RVICE LINE CORNELL UNIVERS11 DEMOLITION No'rES 2, ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NEWYORK 121 HUMPHREYS SERVICE BUILDING STANDARDS AND SPECIFICATIONS FOR EROSION AND SEMMENTCONTROL.,AND LOCAL 0 0 DECIDUOUS TREE ------------ —.W.........W WATER LlNE ffHACA, NY 14853 1 CONTRACTOR SHALL FLELD VERIFY ALL E)OSTING CONOITIONS PRIOR TO BID� NO GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FALLURE"To STANDARDS,CONTRACTOR SHALL SUBMIT PROPOSED EROSION CONTROL PLAN 0 CONIFEROUSTREE --------ST-SA------------- COMBINED SANITARY AND STORM VERWY EXISTING CONDITLONS AND DIMENSIONS. INCLUDING SEQUENCING OF WORK TO THE ENGINEER FOR REVIEW PWORTO STARTOF --FUEL----FUEL-— --Wn —Wtl -- FUEL LINES(MESEL/UNLEADED) WORK� @ TREE s'rump ........... 2, PRIOR TO THE START OF CONSTRUCTION,THE CONTRAC[OR SHALL N011FY DIG SAFE NEW YORK AT 811 TO REQUESTUTILITY STAKEOUT OF ALL PUBLIC U'r�LITIES. 3. UTILIZE CONSTRUCTION METHOWTECHNIQUES,WHICH WILL,LIWTTHE EXPOSED OUTLET PROTECTION 510, —510— MAJOR CONTOUR EARTHEN AREAS AND MINIMIZE THE EFFECT OF EARTH DISTURBANCE ACTIVrTIES ON SOIL. 3. WORK ASSOCIATED WITH"n-ns CONIRACT WL-L OCCUR AT AN ACTIVE AND FUNCTIONAL t EROSION,"T11E AREA OF DISIURBANCE SHALL BE LIMITED 0 A MAXIMUM OF 5 ACRES BIORETENTION 509- ---509— MINOR CONTOUR FACILITY,CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MINIMIZE DISRUPTION UNLESS OTHER0SE APPROVED BY TIRE ENGINEER. TO THE OPERATIONS OFTHE FACILITY, CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO BOLLARD LIGHTPOLE OF DRAMAGE SWALE PROVlDE A SAFE WORK SITE AND TO PROTECTTHE PUBLC,VISITORS AND EMPLOYEES 4� ALL SEDIMENTA110N BARRIERS AND OTHER TEMPORARY OR PERMANIENTMEASURES FROM HARM AS A RESULTOF HIS CONSTRUCTION AC11VITIE& SHALL BE IN PLACE PRIORTOTHE START OF CONSTRUCTION,PLANS SHOW THE LIGHT POLE EROSION FE,NCE SUGGESTED MINIMUM MEASURES REQUIRED, SINGLE 4 THE HORVON FAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND I'11-c)f J **a LIGHT POLE DOUBLE FLOW/SLOPE DIRECTION BELOW GROUND UTILITLES,STRUCTURES,AND APPLIRTE NANCE$SHOWN ON THE PLANS 5. REMOVAL OF ALLTEW"ORARY EROSION AND SEDIMENTATION CONTROL MEASURES 13 ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL BE SHALL,BE COMPLETED ATTHE APPROVAL OFTHE OWNER AND ENGINEER.THE COST OF LIGHT POLE SILT SOCK INLET PROTECTION RESPONSlBLE FOR DETER MINING T HE EXACT HORIZONTAL AND VERTICAL LOCATiON OF REMOVING THESE MEASURES SHALL ALSO BE INCLUDED IN THE BID PRICE. TRIPLE 0 ALL UTILITIES,STRUCTURES,AND APPURTENANCES INTHE PATH OF AND ADJACENT"TO LIGHTPOLE SILTIFENCE INLET PROTECTION 0"� THE PROPOSED WORK. 6. FORTHE DURATION OF THE PROJECT,THE CONTRACTOR SHALL PROTECT ALL ON-SITE, OIJAD 41 + ADJACENTAND/011 DOWNSTREAM STORWSANI"IARY SEWERS,ANDIOR OTHER WATER UTlLITY POLE CHECK DAM 5. SITE DRA�NAGE,INCLUDING THE PROJEC"I SITE AND ADJACENT PRIVATE AND PUBLIC COURSES FROM CONTAMINATION BY WATER BORNE SILTS,SEDIMENTS,FUELS, ROADWAYS,DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED SOLVENTS,LUBRICANTS OR OTHER POLLUTANTS ORIGINA UNG FROM ANY WORK DONE LITILITY POLE wiTH LIGHT THROUGHOUTTHE CONSTRUCTION PERIOD, ON,OR IN SUPPORT OF THIS PROJECT. At- 6, CONTRACTOR SHALL PROTECTAND SUPPORTALL.EMSTIING UTILITIES DESIGNATED TO 7� DUMNG CONSTRUCTION NO WET OR FRESH CONCRETE OR LEACHATE SHALL,BE FIANDHOLE H [ED REMALN FOR THE DURATION OF TFIE CONTRACT. ALLOWEDTO ESCAPE INTO STORWSAMTARY SEWERS,DITCHES OR OTHER WNTERS OF 7� THE COWRAG rOR SFiALL NOTIFY TFIE LOCAL GOVERNMENI,LOCAL FIRE DEPARTMENI NEWYORK STATE, NOR SHALL WASHINGS FROM CONGRETETRUCKS,MIXERS OR OTI IER CE",) OE MANHOLE ROBERT TRENT JONES G01 AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION(NYSDEC) DEVLCES BE ALLOWED TO ENTER ANY STORM/SANITARY SEWERS�, DITCHES,RIVERS, OR COURSE RENOVATION AS NECESSARY AND SHALL OBTAIN ANY REQ1,ARED PERMITS PRIOR TO BEGINNING WATER COURSE& 213 WARREN ROAD WORK. COPIES OF ANY REQUIRED PERMITS SHALL DE PROVIDEDTO THE OWNER PRIOR & ALL EXCAVATED OR IMPORTED EARTHEN STOCKPILES SHALL BE SUITABLY STABILIZE[) TO BEGINNING THE WORK, AND PROTECTED BY'SILT FENCE SOTHAT fT CANNOT REASONABLY ENTEI-1 ANY WATER ITHACA, NY 14850 & CONTRACTOR SHALL REMOVE FROM SITE, MATEMALS NOT INDICATED TO BE SALVAGED BODY,OR STORM OR SANITARY SEWER. INCLUDING ALL DEBRIS. ALL REMOVED MXTERIALS SHALL BECOMETHE PROPERTY OF 9, ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE CON rRACTOR WHO SHALL LEGALLYDISPOSE OF SAME, WORK FOR EROSLON AND POLLUTION CONTROL.,SHALL.BE SUBJECT TO APPROVAL OF 9� ALL TREES,Sl-iRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BY THE ENGINEER. — CONSTRUCTION OPERATIONS,SHALL.BE REPLACED IN-,KIND AS DIRECTED BY THE 10� THE CONTRACTOR SHALL BE REQUIRE[)TOTREATTRAVELED AREAS TO CONTROL DUST. 6 77#/ Convrivit ARCHITECT/ENGLNEER AND/OR OWNER'S DESIGNATED REPRESENTATIVE AT NO WXrER SHALL BE APPLIED TO SUCH TRAVELED AR�EAS AS THE ARCH ITECT/ENGINEER OR f) 7W/-#li—/// —D—,)Lmnent--­--' ADDI"HONAL COST TOTHE OWNER, OWNERIS DESIGNATED REPRESENTATIVE MAY DESIGNATE.THE NUMBER OF 4 —Comrm-7-- 10, f�,iE CONT RACTOR SHALL MAIN TAIN SAFE VO LICULAR AND PEDES TMAN ACC E SS 11'0 FHE APPLICATIONS AND THE AMOUNT OF WATER SHALL BE BASED UPON FIELD AND 3 7/j-�—///-T/—//// corvn("mt WEATHER CONDITLONS. DRAWING INDEX 2 Tt#/I/—///0-# Cornrment EX6TING BUILMNGS FORTHE DURATION OF THE CONTRACT. .......... 11� ALL AREAS OF SOIL DISTURBANCE ACTIVITIES SHALL BE PERMANENTLY SEEDED TO I ##/##/## C�)rnrrieM 11� WHEN EXISTING CONSTRUCTION WH�CH 6 TO REMAIN IS DAMAGED DURING THE - ESTABLISH GRASS,AND MULCHED WITH HAY OR STRAW WITHIN ONE WEEK OF NO i DATE: DESGRIPTIOk COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT,113HALL BE ACTIVITY MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS COOO COVER SHEET 5E± REPAILIED AND/04 REPLAC ED WITH SIMILAR OR LIKE', MATERIALS AS MUCH AS POSSIBLE, ReOsioiis ATNO COST TOTHE OWNER.ALL REPAIRS AND/OR REPLACEMENTS WILL BE SUBJECT TO ESTABLISHED, OWNERS APPROVAL, 12, CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SI-LALL BE C001 GENERAL NOTES, LEGEND, AND DRAWING INDEX 12, COORDINAIE LOCATION OF TEMPORARY CONSTRUC110N FENCE ANEITEMPORARY STONE COORDINATED wrrH THE OWNER PRIOR TO START OF CONSTRUCTION.STABILIZED PROJECT NUMBER: STAGING AREA W11 H OWNER CONSTRUCTION ENTRANCE(S),AS SHOWN ON THE PLANS SHALL BE PROVIDED.ALL 2212689 DISILIRBED AREAS SHALL BE RESVORED. C002 OVERALL WE P�LAN '13. ALL CATCH BASINSA)RAINAGE INLETS SURROUNDED BY PERVIOUS SLIRFACES SHALL DRAWN BY: SITE NOTES HAVE FILTER FABRIC DROP INLET PROTECTION AROUND THEMTO PREVENT C003 OVERALL WE PLAN WITH AERIAL REVIEWED BY: SEDIMENTATION FROM ENTERING THE STORM SYSTEM,FOR THIES PROJECT NO CATCH I, WELL.COMPACTED SUBGRADE SHALL BE UTiLIZED UNDERNEATH CONSTRUCTION OF BA,SINS/DRAINAGE INLETS M lIVIPERVIOUS AREAS ARE ANTIC'[PATED TO BE WITHIN PAVEMENT AND CONCRETE BASES, DISTURBED AREA, C3,01 UTILITY, GRADING, AND EROSION CONTROL PLAN ISSUED FOR: SWPPP 2, AL1 STAKEOUT FOR THE PROPOSED srrE IMPROVEMENTS SHALL,BE COMPLETED BY A, 14� TILL ALL COMPACTED SOILS LOCATEO IN LAWN AREAS TO RESTORE THE ORIGINAL NEW YORK STATE LLCENSED LAND SURVE."YOR, PROPERTIES OFTHE S011 PRIOR ro SEEDING. C302 UTILITY, GRADING, AND EROSION CONTROL PLAN DATE: 3 IF ANY DISCREPANCIES ARE NOTED BEIWEENTHESF CONSTRUCTION DOCUMENTS AND 15. THE STANDARD AND SPECIFICAT IONS FOR WINTIR STABILIZATION AS OUTLINED INT HE JUNE 15, 2022 INFORMATION PROV01ED OR AN ERROR IS SUSPECT, P SHALL�BE IMMEDIATELY NEW YORK STATE STANDARDS ANO SPECIF�CAI LONE)FOR EROSION AND SEDIMENT F1EPOFITED f OTHE CONSTRUCTION MANAGER AND LABELLA ASSOCIIATES PROJECT CONTROL SHALL BE IMPLEMENT ED IFTHERE ARE ANY CONSTRUCTION ACTIVITIES C303 UTILITY, GRADING, AND EROSION CONTROL PLAN DRAWING NAME: MANAGER IN WRITING, INVOLVED W�I'Li ONGOING LAND D[STURBANCE AND EXPOSURE BETWEEN NOVEMBER 4, ANY PROOF�ROLLING OF EXPOSED SUBBASE BY A IVIIINIMUM 10TON SMOOTH DRUM "15TH TO THE FOLLOWING APRIL, I ST, C304 UTILITY, GRADING, AND EROSION CONTROL PLAN ROLLER SHALL BE DONE UNDER THE GUIDANCE OF,AND OBSERVED BY,GUALIFIED ENGINEERING PERSONNEL PRIOR TO PLACEMENT OF SUBBASE MATERIAL.THE ROLLER SFIOULD BE OPERATED IN THE S]A�IG MODE AND COMPLE HE Al LEASTILWO(2)PASS[��S OVERTHE EXPOSED SUBGRADES, C305 UTILITY, GRADING, AND EROSION CONTROL PLAN GENERAL NOTES, LEGE1 ,5. EXISTING WETLANDS DELINEATED BY TOMPKNS COUNTY IN 2012� C306 UTILITY, GRADING, AND EROSION CONTROL PLAN AND DRAWING INDE) 6� PARCEL LiNES AS SHOWN BYTOMPKINS COUNTY GIS DATABASE, FOR THETOWN OF ITHACA, C307 UTILITY, GRADING, AND EROSION CONTROL PLAN C501 CONSTRUCTiON DETAILS NUMBER� C502 CONSTRUCTM DETAU JUN 3 0 2022 mr% Ar's C6 15� co C� TOWN OF ITHACA PLANNI G tj U 0 1 LaBeLl Powered 100 West. Water Street, Suite 101. 607-734-8492 iabellapcxom E (1/C301 ) SEE 3 0 Ar ft ry "N gP 1 ( N 7 to , is a violation of New 1i �e�lsc���„ �r�iss a��tC6"�� under the � f e�,�" �� �tear a � 'Ja - - �3py _, of a licensed architect:, protes:sOnal engineer, r S y ve or to alter .g��n it ern 7ny my way I ✓y.n item p be yl4ArMLMM,,,Pip LRA G11CM1.A�U F.bVtl Nt.N�.Np 14 UIIF Rlk 'tlM 4e%� tlt Z4tl6 IIt4� �,ap'4i i seal of are ar9ifteea„ arrinaar, tl the altering architect, ngine�:r, eye la �y Chi s�,�rc" r s C� f try the item their seal and notation p a9terertl tyoH I A s +ir t signature andt�N"C�Ce: of such a',U.e r""�t�l p a ',. of �,N,,..&&e�'Yeirir^'p g tppw�i alteration, tNc�r� i� . J m n t.`�� 2020 La eli Associates x uWf q kA e C w I� rr ?, r f " �M w A;; asweredUK"M WMWW WMWM munnowum CORNELL UNIVERSI" I� �: " „ _a...,"........ . .......W . ,,.._,.....,.. .. ..,., k _..._, ., .. m SNY 14853 " o"Z, P�' i°Z/ 1. 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Y. f�✓ "r" r �., , l / r i C° A)A'tt: 1EE 1I'1l' / � RevIsIons P /rr .rn r mi YRXX�,`, r �X AXA/ f 0�r PROJECT NUMBER: / , �. �r � » VV 2212689 1 G4 pp " y / NAVAWNM wwwm NO` DRAWN BY: Dr „r, „' "yu kry. { ",,:w ,.,,,,v, „„. i, , r✓ - VIEWED BY: SEE (2/C306) l�, '-°,. rr r';, ,,< l uVy. f P r/ rc'„ G J '/ .w*"Y� ,.,.::7du';":"°"� ,;;kr, ' „" „.,,,.,.. „ '„-' r >',. " +,. ' ,., �,' ✓'' " O"' , /' w.w 'a'r";n,,;wrw.y,, u ,,r ,,/, ;, ,+,,,✓ ` (r,. t"r ,,mrh^,,vr,,';'Y'Prr,' l , w?"° ., �. -,, ... I k = /, o,:"s r� r ;:"�- "fi"✓m'=' - .�, "°�, ,� "�,� ( 1;•'fib /' ,u":uY,:f.:rw ',� �° � ,I „�, ( I "✓� .wry"" "•"+x.,^ q 0 Y ,,., ,,.. ,,, /, „ 8 , „ � � NANplll �: �IMMMRMIWIMN � �I WkMtlK1IRIMY1p0 tl111MCNI1N11W N"4�0'k // „ r� ISSUED 4J.Wtl N _ r SEE El J 1, 22 ",p"„ynyp�r,,,w„ 1,YJ;1°"^x,,. ,' , �r ry':v�mw;' i �Zl, xII ggt II sr wraar„:� V�, Ip�IIIIa"^ µhp"", v „+. ., !,, 'n a..ord. 'k4YN,. "m / ..^ -.: �wF�9w!✓: W:...ww»:.W,rwa,� IlaW"f.m 6,.J,.aw"' rd ✓m;t,, rGF ° J w a I " OVERALLSITE PLAN fi y L° 0::3 m ltRAW WING NUMBER: OVERALL SITE PLAN JUN 3 2(l22 Aft TOWN OF ITHACA PLANNING .......... LaBeL PROFF.......... Powered by partn( ..................... ............ ...........i '­­..........---- Al "d 100 West Water Street, Suite 101, o/ '01" g /?T F/I % -C , Al n", Eln*a, NY 14901 j) a -.734-8492 Q t %....I..... 607 4� P,� Q 'j;A/ �V l, k 'Z AP Z/f ",p v fo 10 All 44foF el 3 �abellapcxom Y, 140 MISS, RA r JA j Ii,_//,­,,Ii 1, j All ;N zz/A7v,-M_ 7 _4 4 4� IT/R/ ei 41 4 S T A of J R a "M Z0, ,.ow A g, q/ I- I/UJU I ggF,, A, rmy k, 0 L j Q, I v S Sk, jffl/ /K 9 �Nag' "At, A/Z fIf '6 'e, fg/ 'p� 10 1-4 IK111 A/p,""", s . ..... 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VIM/ A 'S 4101 V /A u A fid M, 5 P Afirre a e/ '5 M F v"' d", i "'W �f .. .I......... y"` '3 A, A0111, 'i,,­ Al N 4/4 Sec,7209, for any person, Uniess acting underthe /e 0 (w e, l J/ Y , I�/;I,//,/:,/ / "flt 1A 4 A A F, 7C 1141 FF y", K I .......... /I,"'' /­ , - '1,"/`!/,�,�' V 0 "1"1'//" "e I N F / IQ� & I j wn It ls a viWation of New York Education Law Artk X, low of a licensed architect, professional engineer, c A7 J, surveyor,to alter an itern in any way It an item bE 'Wil PI/ sea j W fei y 2 of an architect, engineer, or,�and surveyor is elf, F 't, S PI , , 11'' ,�,"�r I'll 1 11 1 "'7, Kf/�, " ,/ 01 A, their signature and date of such afteration, arid a X A 3/ Q, ".IJ IS, qgi� fi description of the alteration, A 0 IA to the item their seaI and notation "altered by" foH n I, g 'Al 0 the altering architect, engineer, or land surveyor,s IWO/, xx FN F Z/ tv jf 10//- -F _4 /T/ W/ El "op, A u ,/ /w jop ,011 5 4 P '0 20 `7 W fi m 2211! 01 g w W/� w JPIQff�......... ell, `4, ie/I, x/;, Q 10 a/V /10 1 , � g, A /1// 310 fqi,1 , oa'e ........... 0, Q­/", 0 T Q/ -4; CK 'p,q g/ 'A 'S Niii/ A /� j/pp )W­ fV 7, """Oo x, C 2020 LaBeHa Assoclates N IF A 4 d 10 41, f _4 0 e 0 31 e "lub"/v 4'IS 'j 307) 0" /h/ 1,11 1 A A 1110 U/M T, V T 0 ON', FIFF/ pp 0? /C IF fl 5 f, k"I Add/111, A ig Q, peo, Ig It F" 40 4 SEE (2/C J, 7 -7� lw*%**­�§�, "Now a*"" 0"W*0 4, 019) PF z.. 177, OWN I'l,1101f, 7 mi,i,m4 611111,11F g, F, 2 MOM/ %4/_ AdRV, .3 CORNELL UNIVERS11 5, ]PIWI- 1 121 HUMPHREYS SERVICE BUILDING 4"111z", ITHACA, NY14853 F I 'jg� R "'4 A ell Al IM "ff P 00V F SEE (1/0 9 7", r j 02) (1 X303) IU_ IN A N/iI sil, '41 0/ 0 If MOO, 0"I, ........ 2", 0 f r f 01 4 N ........... ii��'40y"I AMPS`, 2/1' Vy C IT `A/01"'NI, IV .................... F //loiaftwa "*ANN K 0 A < d Fit W 1­�I/'­,,,,/ A M's q,, g kk, J jrI 'j rk x t ;'33) P, j '0,,,3p AP S o' M ME 0" r i,/,`�V Z, 01 W, IM k 4 r 4 4, p_ Z /d Q/ W fw/ r /0 IMF` r vlol 1, ON R/........../I A § 0/// F Q W 'j, 01f, i I......../,/� t p F­ "M I,",p� ky/ S, AK 531 71' 0 1r All jjp I/o, S v I OFF floe EE (1/C304,) f 'K A /4 0 Z", I 5 . ........ S If Ag S/ i,W "I-ity. an eq, , , I I, ",�,I :/`/,��',"I'/:", I AI, �,q f A N 'a Ie 0, V0Q, Ir A41il," 0 W "W" Or 4�­ V, 00FI: > J� oe VON WR I, Iq j .......... t vft 1� "0410l "YO, . ...... ..........k It, "'A f )VII _4 F /7 COURSE RENOVATION W111" 5 2t ,I 'F F U 0 P 0, 0 ROBERT TRENT JONES GOI. SLE POW) 00�, 5 10; Q W"'i j/o o 213 WARREN ROAD �g/ ow g, 0 f 0 "I"Q­` ;A, Vl//'I`j Q", 7� ;Ww", z ........./` ITHACA, NY 14850 M Air .. .........i, t k '77% 61 !ve F", ,M01 N lk NO 4, 'o, I?d 4 It ""' "e­/)""q , " , I �­��, " As w Img 11M /g vqv/ x 00 F N,Iv w�;,, A PENN Y, N, '91, �lq 011 121, I........... 0: 711� 777 "Opow *#$WNW 'e/ "'X\ A, '2//�­Q M AA/" 6 ##/##/## Co�nrnenl gg "A A4 5 ##/#.#/## Con,irmM t "I,............1111�­,If­ VFW 0 cwvvew 4 # 3 ##/# J,........... ...... ............... "IlW4 I 011k I( qt­­ r "A w- A 40 17", IL/ o/, 1),t", fUl A/ VW V 2 # # 'X, # #/## # 0, Coa,iimnf A/, 0 74 SEE (1/C306) #fIF M X� SEE OX305) 4410,; f F, I Q 6' N oo, OFF,, Q/, ti A ggr �0` ""j '10 `SGRIPT10N� 1,IU NO� DAI"E� lw/ &V IfT Z / '/ j" /,"/ a", 7 4 W11-141, I;, "gil Revisions W 'K A 00", _n, Ip ps mo, 4", P/ IV/ A 0/ 111 A,t"111111116,1V 7,/1, DI V If W "A Q, )jj g /o "j; rg), V, fly, Al", PR JECTNUMBER !,/a I ��pp,yj A S iI % a $ _Q, 77, v/ Q/x­////t A0 FF p" k /F z A �J` A, "A J 'o '0 A 7%, f 'IF `5 'N F V-2 A 0011, V " I�IV tv 1,Fi 11 �,/ I 1 31 ,vow, It o Ipq/ rnm v DRAWN BY: 1, 1 Qi, "'YAW", "A t`,,!!,,,�,�� g� 414 wre, W, Ar "go,Vilo T""Aff 4r­ . .. .... , ,jj en I P p, 7TI % I fia f x REV�EWED BY� 4/ A, �iU of M,` g V? /4 F `ig'/4/1 y; 'Ili /111 CIA rag ­`I;I ]ilvp f/ ? WWI .............1( p /,p I 6SUED FOR� AU R ""'40s", .........? SWPPP F, 1 77777/77 ­V,Q 40691 I�I IA Ir/C 4/1 ........... 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NN, 0 -24"CORRUGATED HDPE MPE @ 150% MM=927�99 SW INV=910,55-­-\ 6 14 1; - ---W INV=924442' P6-3 RN _.jNj .. 01 ", )i EIN, P6-19 E N`V=92475 I/ RIM-,=9X68- RIM=91330--� N INV=925,00 I..... W INV=931.M' ............... W INV�---igl(),85 8"CORRUGATED HDPE PIP E 01)4�00%- 0 .......... 0 .......... @ P6.16 I rlkri R 908.43-- SAND CHANNEL voriTICAL REPLACE PIPE FROM ROAD STRUCTURE IM DRAINAGE SYSTEM rO TREELlNE WITH A SICPP SE�NV=905�90 4,,C()s --j P6-17 0 It is a viWafion of New York Educafion Law Artic� P6-,15 MM=905,20 RIM=905,99 Sec.7209, for any person, Uniess actlng under the i 0 S INV=902,60 of a kensed architect, professionaI engineer, or SW INV=901,22 Z 6&7 W INV=898,80 NE INV=9011�61 surveyor, to alter an item in any way. If an ftern bez, 0 4V 114 seW of an architect, engineer, or land SUrveyor�s , ....... 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FINAL LOCATION TO BE DETERMMED IN THE FIELD BY CORNELL,CONTRACTOR,AND PHASING It is a violation of New York Education Law Ailic OUTLET PROTECT]ON ALrERNA"FE� Sec.7209, for any person, unIess acting under the (TYP�) , SAND CHANNELVERTICAL of a licensed architect, professional emgirreer, o CL DRAINAGE SYSTEM the aftering architect, engkieer, or land sur,veyor sl x surveyor,to after an item in any way, if an item be; co U-1 seal of an archftect, engMeer, or land surveyorr�S Jj to the item thek,seal and notation "altered by"fdk their signature and date of such afteration, and a fi description of the alteration, ALTERNATE�! ST % iates SAND CHANNEL.VERTICAL PIPE 6_� 0,65k 0 2020 LaBefla Assoc ............. 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KEEP EXISTING 12"DIAMETER PIPE N PLACE(FROM ROAD SfRUCTURE pT)8 TO OU"FLETAT EMBANKMENT) ROBERT TRENT JONES GOL COURSE RENOVATION 777, 213 WARREN ROAD /777 WElR INV 9 1 6ffl Up ITHACA, NY 14850 EY057ING STRUCI 7 If 6 Comrnml NLE1 PROTECTIO N 5 ##/##/##NV= 914,51 4 3 #/## EMSTING STRUc,rURE 8 PBB-3 CoaiIIpw 2 ##/# # RIM=914 16 --RIM=913,00 ##/# # 9 E INV= 0802 W INV=910 48 NI1 DAIE DESCRRITLOk 99 13:: P813-1 Revisions 15 RIM=922,9 RLMn=919,9()/ W INV=9%94i PROJECT NUMBER: W INV-=91&0d E INV=917,11 7 NG AREA STAGl ;"6'CORRUGATED HDPE PIPE 100i% DRAWN BY� REVIEWED BY: RNAL LOCA'ILON TO BE DE'll'EIRLI IN' COMFIOSTALTER SOCK 'THE FIELI UNDERDRAIN FOR CORNELL, CON71RAGTOR, ISSUED FOR� BUNKER DRAINAGE cryp.) —12"CORRUGATED HOPE PIPE(q)2,87% SWppp AND PHASING 'NISTING DRAINAGE STRUCTURE CONNECT PROPOSED DRAINAGE PIPE TO F DATE: n ,mows* 4-- wmmw JUNE '15, 2022 Y//,/z;, D ING E� UTILITY, GRADING, AN[ EROSION CONTROL PLA ...... ... 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I �I l I I I "I�p iI � , ;I ,/' 11/1, I , BUNKER DRAINAGE(TYP,) , I "Mmum MMMUM MMONIffm 60MOMM filowmwn WNWANN awmamm MANNAW mmmm W mm"M wmiv� WNW"& NOWAM mmonow --"i� SWAMWM WROMM - �Wi- ----�W/- -V�- MONOWN W#Now wmmww *"- -*- -M�A- MWOMM 00-M *000 I ,/11, /I " 11 11 " / (I,� // ,,, �I ,/ / I I � I � )I ,,,� ", ," ""_1 / _/, ,,,, _/ ,,,/ , I, ,,, I - � I I / 1, I/ \I , " � i I , " I I ,,, I ,/, I I � I 10 j I / " I 11 - REFERTO SHEET C303 i I /, "I "I / I I �:, I 11 1, / I �I` /, I , ", / , I l 7;I,,I � I / I �/ /I / I I I "I / I I I I � "N "I / ,/ ---1 I � I ,/ I , / 11 I 11 I >,,,,/ I I / / / /,/1 II 11 I ! 11;�� i I WOR INV 9492 - I I 11 11 I I � I I / ,/ , I I, 11 -/I / "I I , "I p5B-5 ; , 11 � I' / I I I ,I 11 , �I,Iq��,:,, , , I , 1/1 11 - I I / � ", / � / "I � I '111011"I" , I IM I'll I / 1 "I 1 I ,I ) I i��,,-,, " ... � , "� " , I , , ,/ / I I I I : , I , - , I VVI -","�",,-","-"-,��",,,,,, I � "), -/ 11 \ '1/ I ,, , " i I, , ) , /I / / I /1, I", ''I "I --Q -,,-�), I I � � .�� I .'A) '11-� J/1, I), I,I , M ,�&00 '�';, , I i 1`1 I � f \ "� / ',, � / - :;, , �, , I 11 I 1 I , L I ,I, 8 ,,� , , � /I I/ 1,` 11 11P)� I 11 �/ / i/ � I I I I � , .. 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SED DRAINAGE PIPE TO EXISTING DRAINAGE STRUCTURE I I I / "" " / I I I,/ I 11 I "I 1, ,""�,�;," " " � - 11 I � � ) , I I , Ij 1)1, I I/ ,/ ", 1i"('' ,,,, I //, I , - I 11 I I I" � i, , ,/�, '/' ,I" '- /, ,,�- /, " V ,I �, ,�, , `�,I // ,// "I" I :, I 1, I I �, " I I , � ,I , 1, I ,/, I( ,,,", i, / / ,` III I � /I "/I,,,,, /" � I I I I ,I,, " I , " 11 ; � , I I � / ) 11 I - I " i I I I "', I , I I I I ", ", , , /,,,,/ ,�", I 11 I- - , � - - -)'' , - ,- "''1, -11111111-`1111111 I'll --11-1 - I � I // I�,,,, I/",I t 11 1,, e:'- " I " /' � I I -111 /I If I ii f I li I'll I I 1.11, I I - - I 1, I'll -1 I - 11 - - - , : I �, � 1: I / I ", ", I ,,,,,I , t,�- -i;�IiI� i I � 4 �I I 11- 11 11 I I I I � '/,", ,/ , , , , -,`� -­� I �, I :k Ifil"'111 N N I V-� DZ3 ) I I 1� � f " I , J/ /�j (�(,),` ", I J, 14 17 /\ / I \ ) -/ i AQ � / \ I / < ,,- Lr %,;W4 Q0 O.Y� C> 14? UTILITY, GRADING, AND EROSION CONTROL PLAN UTILITY, GRADING, AND EROSION CONTROL PLAN AWOL �- c7i ,!t. 3 ...... 4 I - i Mr-W - co C307 SCALF� 1" = 40' ,ft)N 3 0 2�,')22 z Cl C307 SCALE� 1" -= 40' 0 G (0 " 11 1, rr ;j NNiNG Lki MINNANNANWANOW ;j 7 > za I -------1 -p 00 0 0�t�-f+wl;;illl I,A,I;,A 11211 A NWA Powered by,LaBeLl ORATE;S"T"AL.L.Eel CASTINGS FRAME:4,t8G°TALL WITH A FLANGES,EmJ REIICOLMNC REPLACEMENT I.RASTIERIi°'CMS 54161(C)T1 APPROVED C:I"DLDAL) �:�. es Water Street, Suite 101 CRATE FOR TYPE"Stl"EINLET OR APPROVED EQUAL) GRASS CONCRETE f NO.4 EDABT " �" IErEC.D( ')O 6 — 3 -" 92 ASPHALT -AC�D9&:T P58 CONCRETE POURED 4h IN PLACE SUCH THAT Rl1M II,L MEET D IN6H GCTf:, labella pica" TT TOIPSONN REFER TO END �,.._.,..� __.."....., ...,...,... SEC'nON DETAIL 1'�AVIwt:N"I'"C�DE'N"AgL,S .,.,...�... .,. " •� --ETEEERI CD ASPHALT / � �.. �", SELECT EARTH tl __TYPE I OR M..SI"D6E�ASE: � W 4 --AT EXISTING PAVEMENT: A ' —.._... 4 T INITIAL LAWC UT TYPICA L CONS rRDCTION JOINT EXISTEG OR EACH SMECETRENCT DETAIL'EPDXY GROUT GOS Cu IYP,ALL VA_EE PROPOSED SURFACE' (SEE PAVEMENT JOIN SDLTa TrP. w TO .ARE FOR PAVEMENTRES"I'ORATON) J 6�LIETAaINILTL ,E TWN Tim ADFR PROVIDE 8 ID EqOI 7 PERFORATED PVC,OPPOSITE .." .......... ......_.".,...�...,. ..,...,..„...,.........., ....,... .,.. ..,.., ....,.....,, u,...,......., ...,,.,,.. .,,. .,...,....,r„"......... .... .�w.A�.. SIDES, " " _ . A MEETING 15-20 LOADING FOR SURFACE RESTORATION PRECAST SECTION A5116 C-GTS PLCREFERTO ADDITIONAL DETAILS A¢Law `LI I It is vNcal�atNcaa�n cal New York _. �.__._... TRENCH ETAC'KIwIL,L GMA'"I'ERIAL S c;.T O9, for any person, unless c,tlrIg Under the "�w,T,O!",. � architect,o licensed rarc hitec�t, ear in r, rai SAFE OPERATION -ROADWAY SIDEWALK UAI. AND ALL LTET@ I,n A surveyor, 'to alter ra item in n way, IT k'�G Rem bee SHEET T s I of ra architect, engineer, car,land surveyor as ,., x . , , i, r ry AREAS.SELECT GRANULAR FILL" _,...__ �.,. Iw " I (AS E�GI_INC FININLI th It rarr architect,t era inn r car I ra a�a�r� aar I r. _,..._ " _ T` . .1�`� .,,.......�,," (AIT ETE:ETL1gElE-LTA......." ,..�.".x EAI x� _ � .., IE�TEmI°Ll "I"E'?'LNET w ",M "alteredptl . Mw I„w J F 7.,..,r,c ., ,: NCDN PAVED AREAS: STORK - t;ca the atrar ¢.tasar seal rarattataaa taY Trallc ,w :': w SECTION DETAIL . ... .......} „ ..,..... .. __...w.. __ x l..W ._...r 1.. .. ... .... _ _."._....._,._ their signaturend date cat such alteration, Bract ; _._. . .... .m SRAL.L BE COMMON EARTH BACKALL 6°"MIN. STONF BEDDING /-L ND CnAPE description caE the Alt rraticarr. ro� �....' _"_��_� tl rh TTIMITER TO LIMITS OF EXCAVATON" ^ � � � �' SAME MATERIAL USED r� LO 61"ACDOCk I�wxl ALL CtlONCRNCTE M PlPE�BEDDING MATERIAL,: _...__.� .. _� ..... ....:._ NOTE" FOR FTEFVE?Rw — ° CLEAN WASHED NYSE'DOT T O D..CIa CDt SC-Sal..... .ry ,,, ETFD[DINCT AND BACK FILL MATERIAL. ' r __M...M._. _. . STONE: WNOTES' E VT I'LIETP CDE RB AITY' ea a INSTALLED COMPACTED IN 1 / r Tr OPO L. ET Ifs Associates ' SIZE"1 P MAXIMUM 6a LIFTS. T, THE ENTIRE EXTERVC7ET&1NTLRRCDR SURFACES OF THE CATCH BASIN SHALL 6C PAINTED WITH TWO COATS OF M __..... ..... .. ... ....... . ..... .... .. ........ .. . �� ",., ;, � ,," ,", SIT'VE A TIr COATING. 99T EIDCIT BACK FILL PIPE PIPE: DI A. DIEM.A DBN4�.E r {, 'U W C m . "G��✓`. . ', . ........ .... ..„..w. ..,.,w,�..... w,...,....,..... �......,........,.. ..,..,.....�. _.,.,.,._,.........,,.�. ..,.,....,,.. �` �F. ,!+ wWF'/..... w"�". �w'Ad ._ _..._._...._,._...»adw.........Sw,..,^r.,.,..mi,...-.:i.,„w!Q.,�,.. d„`�J'� Px CA"E`ClE ETA' _ ETYEVVFIT. WGTNE'WN1T'I°I SAND A AT �,IN SHALL NOT 1TE•CONNCf�TEI.'D'T'O ANY SANITARY 6° MIN. PIPE GT MIN, OE TO I6 1 O �MIN.� 6 S. PROVIDE FRAMES AND GRATES CONFORMING TO NY`TDG"T1` STANDARD SHBE1"S M66CT-101'TCI,EM655.6 « 1, _.._._. _......... ......__ ........... � ::. _ FABRIC' . 19 TO Sh Ttl..6AM(MIN.) SM° "..__._ . ._.... ,,,, ..... It.T:' E:R� C' I �. FRAMES TO HAVE AI-"I`�ITETI"�ETEA'TE.STRAP ANCHORS. 1N ROCK CD. IN ROCK "" p.._....... .~, . ......,� . ....... .. .«� ,,.,.. F w OVER 6"« ° Dti"(MIN) . 12f, 121 HUMPHREYS SERVICE BUlLDING _..._ _. __._ _w. ___...__.__ _.v _._ 1 CATCH BASIN ..,,,n... 4 R'CEAR AT 6°QT.C. C-Ot N.T.S, 2 STORM/SANITARYSEWER TRENCH AND PIPE BEDDING 121, d r� " ".......................... I' I pm."'nx�,w� ,R BLACK SQUARE C OLYOL.EFtlN CDt ° GRATE WV/LD.V INHIBITORS" 14, ._ 1 3 LEVEL SPREADER I��aCTT....,, N.T.S, COMPACTED SOLI. IN x `r r /4 '/ OEOTEXTILE IMATEMAL.EMIRAF6 .Le CLEAN SCREENED � k d' _ . �._... _�..O _.._. ....__...-..... TOPSOIL„61,MIN, a�T �T AS�LIfT' N ON PLAN �'�, FINISHED GRADE F" A,r' w pg A" PERFORATED CPP e \""�"w ,f✓",w,� '"w cli .,� � � �� " � ��� �h w �\, GY DII� '� CLEANED SCREENED . ,. �. , C"" 4 IX 1 HOLES DOWN (�LE:ANECT SCE E:'ENECT TOPSOILCOURSE RENOVATION P 1. ..tl ,w 213 WARREN ROAD E� 01 I w " 4850 MIX E' � C' p f 1 ,� � 1 AND TAMPED � PIP "_ "T O NDRILL '1/S°°WEEP HOLE �'—S 9 ANDARD C I MANHOLE FRAME&COVER, T/A GRAVEL BASE:4 TO 6 , � .. SEC SPECIFICATIONS FOR COVER TYPE � c OPENING SETAEV,EII,".CORED A FILLED VNITEG EPDXY DEEP BELOW BASIN TO TYPIC _ _ _...,,.. IMORTC T SIITAITUR CTS BY SIKE OR FI_EwXOL"ITT GEI,. C :... AL.1ll 4 PLACES � , , _w.. PREVENT'STANMNG VWNTER - a,. r GRALDE RINGS AS NECESSARY BY DURAL TO,MAKE WA EER TIORT CONNEC LION, AT BOTTOM CORNERS 16"MAX. , .w.. _.. ....,. ,". ...._ PRECAST OPENINGS ARE ALSO ALLOWED, SQUARE TAPERED POLYPROPYLENE ,� P.dM4 I.D. _.PRECAST REINFORCED CONCRETE PROVIDE FLEXIBLE WATERTIGHT CONNECTION. 6 / ' / ' C'urrin'l M c" IT''R°" .�°'...�,�"� "",r � SKI-T'�°TRAI_L EAf'CT AdTz"T"TU1 D-ENDS E,1N1.D15TLIRETCD EARTH�.. _._" .._.,,........ CATCH BASIN V /LIN lNRIB C4 S WITH ECCENTRIC OPENING WILL.BE GA. C , 6 TDIFF /"## C,sarr`iryvit ` S.w. ,.. .."..... FOR MANHOLE WITH A _ _ t PI NtAX..._,r OI,DIIIFCD 4Flr / .,r'sarririr;rr6 . µ ,.. , ." ` C, _ � DEPTH R,�R'L=ATCR THAN 6°O"G �-,°" .�....,,,", 1, S 1RLICT'.DETE: TO BE MODEL" 1"F.00BLKIT AS MANLDI AC T URE.l.D ETV NDS OR APPROVED EQUAL �,� �."" w� %' E 3 #D�`/ ,r:DD'�A C;Irsa�r�rr ent E YARD DRAIN . 1 I DF f #/# G of Sri r art C,61T1 N,T'.S" NO: E1AE'" pTC"SOE'GNPA°IOIT: L. . ..m� ........ EaCE NCDTE � ..PRECAST REINFORCED CONG, �� ���... � .. � Revw sardr SPIKES � . � MANHOLE SECTION ION P° "« rv, THROUGH 6°LENGTHS AS F'E' w 2 WOODEN PIKL.a .. �..w .W...... C � haTE.P�1P C,D C ,, ." "`" TOIL=C`"T NUMBER: PLACEr. MPO 16.0 I.1 MAX. /" '; I TR AT C�I�LVERT END �= 6 MIN: � � 2 2C BI..CN PLA�''LLD S"�ICwTCR GC'DPA�_. rv.- COME�Ow�1 FIL.TCR SOCK CAST 1N PLACE ETLOk1IRED WITH A T EIIO� _._.._.., _ . ! / C 89 TOP SECTION (A ST M C-ATID ��"r' .._ ........__... ........ .... ........ . ............ .... .......... ... . ...... . .... . ._......_ .._. 1 OG M6N.. GALVANIZED STEEL, STORM SEWER LIG11T �' COA'T"INTERIOR AND E:X°ICI~GNQ�DIT / .,.,..,. .,,,.. ...._._. .......,__..,... r' `"" M`r` ��TCIN�C�FILLING END SEC'q`9ONTOETM ' DRAWN BY: r ..-.__.1__..._..__ ... .. .. ......." y ., �, _...,. ;.._ ITEM 6�,C1.C5_. VWITEI 2 COATS SIKAGARD 6P« ;�°` i NAXSLT ITISTLDITBE'.D AREA "� �x�,t"I'�:��,\�/,�"",rRG/r' UNDISTURBED AREA � ° ' ...."__._...... ............... ...."...._.. �....._ ...,. " :::.mm.. .., � 1:,T MAX SL..OI��'E. SI,VDtE.ER ..... . ..__..._ ._.. .... . ... r . a.. .... .. ...�.... __._ ..,._.. ._ _ " �, _..._.._ DIJRAI_K' " , ,,° � �� GALVANIZED S"1'ECL. ,,� ,.»A.. � I'"GCVIEEI:D E'T : AE°I ROVED EOLNIVAL.CNT. OALVA .w O"EE OR _. w S � °` ,�°�;' "END,SEC"I'4CDN RUBBER GASKETS T r ,, N FOR. 1 °°MIN. �' >�'" a f ... ✓ "° SWPPP SECTION VIE 5II� , ,� "� " ''� 0 .. '/ .., , ��..� ...��...n.. � .� �r,.... n... � „d�w PIw.ACwE:MEwN'T ,....,w .. "... "_GE:C1T' „ EXTIE.L:` DATE. c •w SEPARATION '" ��� MAX ..__.m�.._ EXI TING,CONTOURS "I. _µ .x _.n r ? G" THICKNESS: S'" m EABRIIC L.IGEtT..16" INLET ��C 1 C x�xw .. / GALVANIZED,aTFhL. � DRAWING NAME: Ile r PIPE 1 O MIN, END SECTION p E lE'E:EDEIDEb1NCD PLAN ` .,,.,, , r,._, ... STORM 3 MINW. .. . ....w / _ LIGHTSTC "". SEWER .,... .... .. ..w,..rv...... } , T .' t�NY'aLDOT NTE,M 620,03 ID151 CVREIELD AREA "" , , ." T , , N.,NCETT ST ONE E Rl I IINCa „ NT MIN, r EILL,IING COMPACTED"�FLE1�T I � I I III k;`" . GRANULAR FELL PIPE,EDEAN;.TEIT„� " ,r x ,, ..._.,,,;,,."-'••n' "w,yw...�";'�'.,w � r� M t D MAXSLOPE ,w „r' o� ;... .. .......,..._-, �..�, � ✓" GJf _._....... ...... .................. . _,_.,..........,._.,,___ _.._,_,.,,_......, ... .._._.......... .. ...,........ ! ..,..�.., ...�.,._....._.%"�(..., .�!..__...,.&..C.... _ �,...mm ITS.,"....~ .a w� :_� � d CONNECTIONS 15, L " `. G" w P � CONSTRUCTION DETAR S 000 PSI CONCRETE I ...... I D A. I,. VRG"bE.hr Cp1TLIE�IEETLtL1NEm».IEB � COL " ......, .:" .._....._. .._.._a--- ___v....... .. . ............ .._ .._..'___. .,,__. ._._.._w__ _. .�.._ .... _.._......... - w,.m.�" ;', ...a w, ,. .. f_] w,ry ... . . ...... LINEDISTt11FWE.l.D tl GT°IVIINlEMI,I A W,m "" GE":O1EX'TILE.. ....,..ry... C...1 _...1 _... ,' f P . . __. ...... �-„ NYSDOT ITEM TOT TYPE _ SOIL OE�I ETdJtaK ONE A A A A 4 4 A 4 ,� "r SEPARATION FAE:T'RNCT Po'X 211, WOOI.DE N EalAKES �.�.w... E' _, iON _..__..... ..... ..... .........._. ..Y PLAC�EED1TD°CD.G ._.. "„ ', _ .....__.. ..". ... TWO � Ew REQWREw I�I� I 1 . _PL.ACE ENGTHICKNE.S& w, _ ..... f y ._..,__ . ._ A..._ pa ". CDNDIS'TIIRBED AREA ;� -, SPECIAL l w r' 1. f RECAST"REINFORCED CONCRETE BASE ETEOtDNETED'FOR MANHOLE WITH I)E:l'TE9 GREATER THAN THREE A" 4' A' A" �4" A" CEw TE" �D" 6G MANHOLE IvpG l IT- 1ET (<(}IMFC,:D,a'T ITLwTE.NP wf7Cl�. 6°""O,, __.._,.,_....._ ........�,,,... .x � ..._.._.....,., ...".... _ ....... ... 2, REEFER TC AM A ^I S" S" �a° 61 61 6" S.w PLAN VIE EOIEET D TA R E'J ,� ND WATER TIGHT IN IGH WATER TABLE AREAS _.��____ ....".... S. MANHOLES ARE. 1O BE I E.ANGE.D A � .......� _ __.....__..._-_ __...... .. .. ......... .. _.._. . ..._... ...__ CTION . ,._, DRAWING NUMBER: 6 COMPOST FILTER SOCK 7 CONCENTRIC STORM MANHOLE END SECTION .-.._ GtaCDt N,T.S. �__.. .., ." �,..... CIrvD 1 " 'rM C6(D1 NYS DEC tT(=T"AILo C¢.�WMF OST�FIN"."I ER SOCK �,".."._.... " N E S `wx...."." o i LaBeLl WOVEN WIRE 1=ENIJE. (MIN. 14 GAUGEWr Powered artne MAX,6°°MESH aPACINCI WI'I'hU FIL"FER CLOTH -1 G� I� El FENCE 1N. C3RATE�� �o`T`ALL k-J �,� I �= m���.:: 100 e r Sret, St�u: e ,: 16aINTOGROUND w :REPLACEMENT� � ��° C. � �, �: � TALI_WITH�FLANGES. EJ ��I ���P �� . _ �~��T1CAU.IL,AI�PR t�AST1NG� � � ��EQUAL) �� � APPROVED GRATE I lJft T � INL LT. 6 '_ 34— 4 2 OVER EQUAL)� IlTaKKITT v / y / , 2 WOOD SYMBOL .:„ y fr, / l�r:,�rl% l s' � � "d �� ,j>'•.:) y h^^... q� r r. !. 1 1 s ! 1 r. s ;,. „, .. „,, , y ✓ ., ,:. / ,, .. , r., / i .�...-.�. N,. ..: ': �, ',I; `,4. �, -rr •:"� , tis k 7/ ;5:,k// ,� .,.. ...... ,, ,,. .,,.. ,.. _, ,,,,,, ,,,,,,,,, _ ....,:�.�.,...,..M.............me.,.,...,,.,..:µ,. „..., ..,.,.. ........ ::..._.._._ ................. .,... . ... ..,.. .. ......... . ,.,..,, ,, „.,, , FABRIC yC �" ! rr,!!�//f .�Fr'�//./i���' / ,', ✓�� /l�/ /M i Y i,:,✓� ,a� /`l✓J' �,q p._. j �' �, .. ...... _._... .,. TOPSOIL � TOPSOIL TOPSOIL TOPSOIL, i ..�,»"� i p "�. ... .. _.._._...._.._ ... STAKE � .. 4000 PSI CONLrItEFE POURED SELECT EARTH IN PLACE' SUCH THAT RIM WILL MEET I°INISH GRADE, r� f U DEEP 2 WIDE EIR �0 4 BARS,4 CONSTRUCTION JOINT PYRLb SQUARE 11A1 WOOD TYl ,ALL WALL � ESE ""�`IE VIEW 1N, FENCE POST ! , .,; � {� � .. _.. .e. WFE� �, � .� _ . j � r._DI"�UC,TP INLET WITH GATE. BURIED FABRIC ! a�GJLIEI LTTII"E�� oRiI�IG�IE, , iFRAME (12"BELOW GRADE) C (: LT AUCTEWL ORIFICE„ E COTES ,�I WOVEN WIRE FENCE SIN:. _. MAX,,b°`MESH I SPACING WITH FILTER CLOTH V .. FOR ORURC PRECAST SECTION AST C-478 �� � �� ELEVATIONS(IY"P.) r � MEETINGh1S-T'D LOADING ;Z, It is violation of New York Educabon Law Arfic S .7 0 , for any Berson„ un�I m s acting under the UNDUTTURBED� FLOW .:: of Ikon ed architect, professional engineer, o GROUND �.. .... . _. �.. �...... .. ...�.... " surveyor, to alter a: item e _.._., ` seal of narchitect,iten't in any way. engineer, or land f aLINeYOr o SB"SQUARE GATHER EXCESS It lr n C arch itect, engineer, or I nd U yor EMBED FILTER CLOTH A N, OF IN GROUND AT COHNFI35 _. .._....._ to the ntnrn flnr.r:r seal and notation °°aIt.ncnrf by"folk 4th0'' E n tUre and daub of such: alteration, and SIN � .. ' r es0 tnon of the alteration, __.......,...�,„.i , .,,L.,.. ,.�,. r��!,. � ... , I ,� '��� � 1 ,��r�?`r,.�� r�,,:,-.i ,./ /�. I .. .,("��� I ,,... '�I, � "'�:_..._ a `'�� lJ. .n: 1., ,l ,<�. �.✓� �ry� �` ` CONSTRUCTION SYMBOL .. GI"MIN. STONE COMPACTED SOIL /� T'TERM APPLICATIONS, „ �, BEDDING .ALL CONCRETE 1. FABRIC SHALL HAVE AN EOS OF 4C•�85.BURLAP A`�"BE USED FOR SHORT ,. .. TO IL I S OF EXCAVAT 1OIN. / P. CUT FABRIC FROM A CONTINUOUS 1301170 ELIMINATE JOINTS, IF JOINTS ARE.NEEDIED THEY WII.:I_.BE OVERLAPPED SAME MATERIAL USED ,// TO BE 4000 PSI TO TIME INERT STAKE, SE TiON VIE FOR SEWERS. B, STAKE MATERIALS WILL BE STANDARD 211 x 41 "WOOD OR E U9VlALENT.METAL,WITH f ININII.INN OF LENGTH OF 3 (,r 20'20 La13 II Associates ': ES: FEET. F' ' 4:: FART AND DRIVE A INIINIINU 1 B INCHES DEEP,SPANS GREATER ... SECURELY ,. µ . , . w .,. � SPACE STAKES EVENLY AROUND INLET FEET A_ ..,� . . � . , 1 WOVEN WIRE FENCE TO BE FASTENED SECUREL.YTO FENCE:POSTS WITH WME TIES OR STAPLES. FASTS SHALL BE STEEE. THAN 43 FEET ' :W BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. EITHER "-F,"OR""L)"TYPE OR HARDWOOD. ':, FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACICFILLED.UT SHALL.BE SECURELY �, PAINTED _ ,. .. ,. ,,:.. _ . . FENCE ,, a'SPACED 1: THE ENTUHI- °� T.RI R 1NTF:RL R SURFACES OI- TItT:CATCH BA�aIN SHALL BE WITH TWO COATS F BITI 6ASTIC COATING. ., �. FILTER(��LO11H TO BE FASTENED SECURELY TO WOVEN WIRE.I•EINL..E WITH H TIES SPAG.,C:D EVERY�t4 AT TOP AND MID SECTION, E O dN O G C, . . O C S O J � �U FASTENED TO T'I"tE STABLES AND FRAME, FENCE SHALL BE WOVEN WIRE:Fr""MAXIMUM IIVUf MESH OPENING, 2, CATCH BASIN SHALL NOT BE CONNECTED TO ANY SANFTARY SEWER, w"� 1, �, S F3, PROVIDE FRAMES AND GRATES CONFORMING TO NYSOOT STANDARD SHEETS 655-1ORw3, 555•6t b'. A x 4 WOG:IO FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. ;3, WHEN T'WO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE:OVER-DAPPED BY S1 INCHES AND FOU..DED, CORNELL R S 11 4. PD;3A OUTLET STRUCTURE°,;4"'DIAMETER ORIFICE..IN:V.B�CS:: C"„B""DIAMETER ORIFICES INV 940.50 CULVERT INV:SBS�.09 FILTER CLOTH,HALL BE EITHER FILTER p VOURAFI 1 OOP,STABLUNKA 14CN�:OR:APPROVED EQUAL. � AlIUOV DRAINAGE AREA I ACRE4. PREFABRICATED UNITS SHALL.BE GEOFAB, ENV�ROFE:NCE, OR APPROVED EQUAL:. 5, PDB OUTLET STRUCTURE.5""DIAMETER ORIFICE; INV 913„at1��,CULVERT INV:910,48 �j 121 k F~w EYS SERVICE BUILDING 5 N TENANCE ,HALL.:MAI BE PERFORMED AS NEEDED AND I' ATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. FILTERFABRIC DROP INLET PROTECTION I HA A, IVY 1 853 I r N.y . C1EO DETAIL: FIILTE DROP INLET I OTO.TION 2 OUTLET C502 NYS DEC OET �G50 P ROBERTRENT JRRES G01 COARSE RENOVATION 213 WARRED ROAD ffHA A, ICY 14850 Corrnc'nmeM 5,"TOPSOIL,AS SHOWN ON PLAN 5 _ ##/##14� ` � Corrnrmnrr0 BETWEEN DRAINAGE TRENCHES 4 71/ " / Cmnrn me n9 COARSE SAND BACKFILL SETTLED T 4"'4Tl#w/# F¢almn�nmern{9 TO DEPTH LIP TO FINISI-IICD GRADE: _T Q na{nmernl_ ._ 61 VERTICAL.J-DRAIN / MATERIAL COLLECTOR J-DRAIN MVP-6- �. FINISHED GRADE � �A � r7 n PT LTO TE B tlld m'4„, L°J-DRAIN ADAPTER G I ! i' 1. sir i IrV1.8ms C / ,i. 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' PERT: RNTED PP WITH _: ,, SUJBGR:ADE REVIEWED BY, SEAL PIPE E PENETRATION THROUGH _._... � �...:::,.� S�TDNE BAG" F&LL,INVERT C FOTE 'TILE I'ABRII C SUE T T'IGH N`TO VARIES,SEE PLANS. �� � I �� PREVENT FINE.SOULS FROM � �� �� �P✓ � FILTER FABR�NGr h.,SUEr.1 FCDIT° 'UGR'ATING INTO NET, 1 STONE .;� � � � � '�� , ' �..�,�� I �„� ,..,„ SWppp / DATE: I F n /{ 1 � [ I�IE 15, 222 WYES WHERE VERTCAL 3L4 OPEN GRADED ,�:.: i _ C' � :SAND BACKFILL � L. DRAINS G COARSE �" NDdETTIJHI3EU:T � 1 � ���� � _ _.�- COL.LE�G�'T`OF�T PIPE PER:�BAN� � V.JSUB(, RAADE STONE OI3AWUNL�NANI:... i 21 C"MIN.t _ CONSTRUCTION DETAII "AND CHANNEL VERTICAL DRAINAGE SYSTEM OZ3 C502 N.T.S. 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