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Home My WebLink AboutPB Packet 2025-06-03 TOWN OF ITHACA PLANNING BOARD Shirley A. Raffensperger Board Room,Town Hall 215 North Tioga Street Ithaca,New York 14850 Tuesday, June 3,2025 6:30 P.M. AGENDA I. Persons to be heard. 2. PUBLIC HEARING: Consideration of Final Site Plan &Final Subdivision approval for the proposed Mirabito convenience store with gasoline sales and Burger King drive-through restaurant, located at 301 Pine Tree Road.The project involves demolishing the existing 600+/ square foot gas station building and fuel canopy, and the 2,800+/- square foot former Burger King building,and redeveloping the site with a new 6,000+/- square foot building containing a convenience store and restaurant with drive-through; gasoline sales;fuel canopy; electric vehicle charging stations; stormwater facilities; sidewalks/pedestrian amenities; landscaping; and other site improvements.This is an Unlisted Action under the State Environmental Quality Review Act. The Planning Board issued a negative determination of environmental significance and granted Preliminary Site Plan and Preliminary Subdivision approval for this project on February 18, 2025. Cornell University,Owner;James Ballantyne,Napierala Consulting,PC,Applicant; Brett Hughes,Mirabito Energy Products,Agent. 3. Approval of Minutes. 4. Other Business. 5. Adjournment. C.J. Randall Director of Planning 607-273-1747 Members of the public are welcome to attend meetings in person at Town Hall or virtually via Zoom videoconference at bgps://us06web.zoom.us/j/83643764382 or by calling(929)436-2866 and entering Meeting ID: 836 4376 4382.The public will have an opportunity to see and hear the meeting live and provide comments directly to the Board during Persons to be Heard and/or Public Hearing. To watch the meeting live,please visit www.youtube.com/channel/UCC9vycXkJ6k]VlibihCy7NQ/live. Recorded meetings are viewable at YouTube.com/TownoflthacaVideo. Written comments can be addressed to the Planning Board(in-person at Town Hall;by mail;or via email at Planning(townithacanyyeov)until noon the day of the meeting.Comments addressed to the Board will be distributed to all Board members and Applicant(s).Comments received after the posting of the agenda packet(five business days prior to the meeting)are distributed to the Board on the day of the meeting.Comments are public and become part of the project file. Applications and associated project materials are available on the Town's website at https://townithacgnyy.gov/meeting- calendar-a eg ndas/under the calendar meeting date. TOWN OF ITHACA PLANNING BOARD PUBLIC HEARING NOTICE The Planning Board will hold a public hearing on Tuesday,June 3,2025,starting at 6:30 P.M. on the following matter: Consideration of Final Site Plan&Final Subdivision approval forthe proposed Mirabito convenience store with gasoline sales and Burger King drive-through restaurant, located at 301 Pine Tree Road. The project involves demolishing the existing 600+/ square foot gas station building and fuel canopy, and the 2,800+/- square foot former Burger King building, and redeveloping the site with a new 6,000+/- square foot building containing a convenience store and restaurant with drive-through; gasoline sales; fuel canopy;electric vehicle charging stations; stormwater facilities; sidewalks/pedestrian amenities; landscaping; and other site improvements. This is an Unlisted Action under the State Environmental Quality Review Act. The Planning Board issued a negative determination of environmental significance and granted Preliminary Site Plan and Preliminary Subdivision approval for this project on February 18, 2025. Cornell University, Owner, James Ballantyne, Napierala Consulting,PC,Applicant;Brett Hughes,Mirabito Energy Products,Agent. Members of the public are welcome to attend meetings in person at Town Hall or virtually via Zoom videoconference at hiips://us06web.zoom.us/j/83643764382 or by calling (929) 436-2866 and entering Meeting ID: 836 4376 4382. The public will have an opportunity to see and hear the meeting live and provide comments directly to the Board during Persons to be Heard and/or Public Hearing. To watch the meeting live,please visit www.youtube.com/channel/UCC9vycXkJ6klVIibjhCy7N�/live. Recorded meetings are viewable at YouTube.com/TownofIthacaVideo. Written comments can be addressed to the Planning Board (in-person at Town Hall; by mail; or via email at Planning(ktownithacany.gov) via email until noon the day of the meeting. Comments addressed to the Board will be distributed to all Board members and Applicant(s). Comments received after the posting of the agenda packet (five business days prior to the meeting) are distributed to the Board on the day of the meeting. Comments are public and become part of the project file. C.J. Randall,Director of Planning . TOWN OF ITHACA 18 21 # NEW YORK DEPARTMENT OF PLANNING MEMORANDUM TO: Planning Board Members FROM: Christine Balestra, Senior Planner DATE: May 27, 2025 RE: Final Site Plan/Subdivision Review— Mirabito Redevelopment Project Enclosed please find materials related to Final Site Plan/Subdivision review for the redevelopment of the Mirabito gas station and convenience store in East Hill Plaza, 301 Pine Tree Road/CR 120. The project involves demolishing the existing 600+/square foot gas station building and fuel canopy, and the 2,800+/- square foot former Burger King building, and redeveloping the site with a new 6,000+/- square foot building containing a convenience store and restaurant with drive- through, gasoline sales, fuel canopy, electric vehicle charging stations, stormwater facilities, sidewalks/pedestrian amenities, landscaping, and other site improvements. The Planning Board issued a negative determination of environmental significance, and granted Preliminary Site Plan approval, Preliminary Subdivision Approval, and Special Permit for this project on February 18, 2025. As noted during previous reviews, the applicant will consolidate the parcel that contains the existing Mirabito gas station with the adjacent parcel that contains the building formerly housing a Burger King restaurant and re-subdivide the property to obtain an additional 0.8+/- acres for the new development. The result will be a 1.5+/- acre parcel that will contain the redeveloped Mirabito and associated uses, and a 1.1+/- acre parcel that will contain the former Burger King parking lot. The purpose of the June 3, 2025, meeting is for the Board to consider granting Final Site Plan and Final Subdivision Approval for the project. The Preliminary Site Plan Approval that was granted was conditioned upon the following items (compliance noted in italics in parenthesis): a. Submission of a revised set of coordinated site plan, civil, and architectural drawings that show all the same elements of the proposal (see attached drawings) b. Submission of the following revised plans: i. Landscaping Plan (Sheet C-7), showing additional landscaping along the Ellis Hollow Road frontage of the project, with non-invasive, local, deer-resistant trees and shrubs (trees of a larger caliper, where possible), (see revised Sheet C-7) ii. Layout plan (Sheet C-3) showing the placement of a least one bike rack near the main entrance to the project, (see revised Sheet C-3) iii. Detail plan (Sheet C-10) eliminating the chain-link fence and showing a different type of fencing material around the proposed dumpster enclosure, (see revised Sheet C-10) 1 c. Revision of the lighting plan to indicate a 3000k maximum LED color temperature for the proposed canopy lights, light poles, and building lighting, except as otherwise required by NFPA, (see revised Sheet C-B- Luminaire Schedule box at bottom indicates a change from "50"to "30"in the lighting specification sheets, meaning 5000K to 3000K) d. Submission of all site details including (but not limited to) exterior furnishings, patio furnishings, bicycle racks, walls, railings, bollards, and paving materials, (see Sheet C-9 and "Wausau Tile Fence Panel"documents) e. Submission of a construction staging plan for the project, along with a truck hauling plan that shows the proposed truck routes for any materials entering or exiting the project site pre-construction and during construction, (see Sheets C-2.1, C-2.2, and C-2.3) f. Submission for review and approval by the Town Engineering Department, of all the items related to SWPPP that are noted on the memo written by David O'Shea, Town Engineer, and Justin McNeal, Civil Engineer, dated February 4, 2025, (see revised memo from Engineering, dated May 12, 2025) g. Submission of proof from the Tompkins County Highway Department that the project improvements proposed within the county right-of way are acceptable, (see attached email from Kelly Chapman, Tompkins County Highway Department project manager) h. Submission, for review and approval by the Director of Code Enforcement, of a fire apparatus access plan, showing the Ithaca Fire Department auto turn path, (see Sheet C-3) i. Submission, for review and approval by the Director of Code Enforcement, of fire flow calculations with the method(s) utilized to verify compliance with the 2020 NYS Fire Code Section 507.1, (approval noted via town online application system) j. Granting of any necessary variances from the Zoning Board of Appeals, (Granted on 311112025, per ZBA 25-5 and ZBA 25-6 resolutions) The applicants have satisfied all items required for consideration of Final Site Plan approval. Note that there is one change to the site plan since Preliminary approval.The four proposed EV charging parking spaces that were located next to the dumpster along the northern border of the parking lot have been moved to the east side of the parking lot adjacent to the drive-through lane. This minor change will have a positive impact on overall traffic circulation. It will also reduce walking/wheelchair distance for patrons with electric vehicles that require ADA accessibility. Among the attachments is a staff-prepared draft Final Site Plan resolution for the board to consider. Please feel free to contact me if you have questions regarding this proposal by phone at (607) 273-1721, ext. 121, or by email at cbalestra@townithacany.gov. Att. Cc: Kristen Gutenburger Grossman,Associate Director of Real Estate,Cornell University Brett Hughes,Mirabito Energy Products Matthew Napierala,Napierala Consulting Jeffrey Smith,Director,Tompkins County Highway Department Jeremy Thomas,Director of Real Estate,Cornell University 2 N A P I E RA L A 110 FAYETTE STREET CONSULTING MANLIUS, NEW YORK 13104 PROFESSIONAL ENGINkFR,PC. SITE • DESIGN • ENGINEERING May 8,2025 C.J. Randall Director of Planning Town of Ithaca Planning Department 215 North Tioga Street Ithaca,NY 14850 Re Mirabito Energy Products—301 Pine Tree Road Dear Ms. Randall, On behalf of our client, Mirabito, please find the following summary update detailing plan revisions and how our applicant has met the Planning Board's conditions for consideration of final site plan/subdivision approval, per the Board's 02/18/25 meeting resolution. Please note that the following site plan revisions are reflected in the 5/6/2025 Revised Site Plan Set uploaded to the Ithaca ViewPoint system. A. Submission of a revised set of coordinated site plan,civil,and architectural drawings that show all the same elements of the proposal(e.g. Site Plan C-3 should show striping across crosswalk per A- I I I rendering; and rendering A-116 should show striped crosswalk across Ellis Hollow Road). Architectural plan A116 and civil sheet C-3 have both been revised in our updated plan set to be consistent with the proposal, inclusive of proposed sidewalks and other site features. B. Submission of the following revised plans: i. Landscaping Plan (Sheet C-7, showing additional landscaping along the Ellis Hollow Road frontage of the project,with non-invasive,local,deer-resistant trees and shrubs(trees of a larger caliper,where possible). Sheet C-7 has been revised accordingly to specify additional plantings along Ellis Hollow Road and increased the existing caliper ofproposed trees plantings to 4': ii. Layout plan(Sheet C-3)showing the placement of at least one bike rack near the main entrance to the project, Sheet C-3 has been revised to now specify a metal tube bike rack located to the west of the proposed building. in Detail plan (Sheet C-10) eliminating the chain-link fence and showing a different type of fencing material around the proposed dumpster enclosure, Sheet C-10 has been revised to now specify a reinforced CMU brick dumpster enclosure with a brick veneer fence access gate. The brick veneer shall match the building masonry and color, and the fence gate shall be grey. PH 315-682-5580 0 FAx 315-682-5544 • EMAIL:MNAP@NAP CON.COM jol C. Revision of the lighting plan to indicate a 3000K maximum LED color temperature for the proposed canopy lights, light poles, and building lighting,except as otherwise required by NFPA. Sheet C-8 has been revised accordingly to now specify that the proposed light fixtures that output a maximum LED color temperature of 3,000 K. D. Submission of all site details (including but not limited to) exterior furnishings,patio furnishings, bicycle racks,walls,railings,bollards, and paving materials, Detail and cut sheets for the proposed exterior furnishings and patio railing have been uploaded to the Ithaca ViewPoint system as part of this submission. E. Submission of construction staging plan for the project,along with a truck hauling plan that shows the proposed truck routes for any materials entering or exiting the project site pre-construction and during construction. Sheet C-2.1 demo plan has been revised accordingly to specify staging areas utilized during project construction. We have also added two breakout sheets(C-2.2 and C-2.3) detailing truck hauling plans showings proposed routes on the project site during the site preparation phase and general construction phase. F. Submission for review and approval by the Town Engineering Department,of all the items related to SWPPP that are noted on the memo written by David O'Shea, Town Engineer, and Justin McNeal, Civil Engineer,dated February 4,2025. We submitted a comment response letter addressing the 214125 comment letter. The design team received back a 4117125 comment letter from Dave O'Shea, and following a meeting with the design team and the Town Engineering Dept. on 4118125, Dave and Justin McNeal identified three primary comments from their 4117125 letter. They indicated to us via email that if these primary comments are addressed, the remaining engineering comments could be addressed during the final approval process. We submitted a stormwater management memo to Dave O'Shea on 512125 addressing these primary comments and hope to receive a recommendation a recommendation to the Planning Board for final approval soon. jo G. Submission of proof from the Tompkins County Highway Department that the project improvements proposed within the county right-of-way are acceptable. Written approval from Tompkins County Highway Department for the proposed ROW improvements was uploaded to the Ithaca ViewPoint system and this action was deemed complete by the Planning Department on 4110.25. H. Submission,for review and approval by the Director of Code Enforcement,of fire apparatus access plan,showing the Ithaca Fire Department auto turn path. A fire apparatus access plan was added to sheet C-3 and addressed in our comment response letter uploaded to the Ithaca ViewPoint system on 1114125 This action was deemed complete by the Codes Department on 4123125. I. Submission,for review and approval by the Director of Code Enforcement,of fire flow calculations with the method(s)utilized to verify compliance with the 2020 NYS Fire Code Section 507.1. The project architect is actively coordinating this item with the Code Department Director Marty Mosely. We anticipate this will be quickly resolved and the condition met once the architect is able to get in touch with Marty for coordination. J. Granting of any necessary variances from the Zoning Board of Appeals. Necessary variances for the project were obtained by the Zoning Board of Appeals on 3111125 and filed on 3/31/25. This action was deemed complete by the Planning Department on 4110125. Please note that the plan set has also been revised to relocate the EV charge spaces from the north edge of the project site to the parking row adjacent to the drive-thru area. We look forward to continuing the project's review to final approval at the Town Planning Board's upcoming June meeting. If you have any questions or concerns,please do not hesitate to reach out to our office at(315) 682-5580. Thank you. Respectfully, NAPIERALA CONSULTING Professional Engineer,P.C. 'GGa 4, Faadotootc PROPOSED RESOLUTION: Final Site Plan/Subdivision Approval Mirabito Redevelopment Project 301 Pine Tree Road Tax Parcel No.'s 62.-2-1.121, 62.-2-1.13, 62.-2-1.22 Town of Ithaca Planning Board, June 3, 2025 WHEREAS: 1. This action is consideration of Final Site Plan and Final Subdivision approval for the proposed Mirabito convenience store with gasoline sales and Burger King drive-thru restaurant, located at 301 Pine Tree Road. The project involves demolishing the existing 600+/square foot gas station building and fuel canopy, and the 2,800+/- square foot former Burger King building, and redeveloping the site with a new 6,000+/- square foot building containing a convenience store and restaurant with drive-through, gasoline sales, fuel canopy, electric vehicle charging stations, stormwater facilities, sidewalks/pedestrian amenities, landscaping, and other site improvements. Cornell University, Owner; James Ballantyne,Napierala Consulting,PC, Applicant; Brett Hughes,Mirabito Energy Products, Agent, 2. This is an Unlisted Action for which the Town of Ithaca Planning Board, acting in an uncoordinated environmental review with respect to the project, on February 18, 2025, made a negative determination of environmental significance, after reviewing and accepting as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3 prepared by Town Planning staff, 3. The Planning Board, on June 3, 2025,has reviewed and accepted as adequate: a narrative, a set of revised drawings titled"Proposed Mirabito Redevelopment Project, 301 Pine Tree Road, Town of Ithaca, Tompkins County,New York State,"including sheets C-0, C-1, C-2, C-2.1, C- 2.2, C-2.3, C-3 through C-14, prepared by Napierala Consulting, dated 05 May, 2023 and most recently revised 05/08/2025; revised architectural plans titled"Ithaca Store #46,Mirabito," including sheets A-107, A-108,A-111, and A-113 through A-116,prepared by Delta Engineers, Architects & Surveyors, dated 02/06/2025; and sheets A-101 and A-201, dated 2025.05.09; a subdivision plat titled"Sibdivision Map,For Cornell University Located At,No. 1010 Ellis Hollow Road and No. 301 Pine Tree Road, Town of Ithaca, Tompkins County,New York,"prepared by T.G. Miller, P.C., dated 4/17/2023 and revised 6/15/2023; and other application materials, and 4. Project plans, and related information, were duly delivered to the Tompkins County Planning and Sustainability Department per New York State General Municipal Law §§239-1 et seq., and such Department responded in a January 31, 2025, letter from Katherine Borgella, Tompkins County Commissioner of Planning, pursuant to §§239-1, -m, and -n of the New York State General Municipal Law, determining that the proposed action will have no significant county-wide or inter-community impact; NOW THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby grants Final Site Plan and Final Subdivision Approval for the proposed Mirabito Redevelopment Project, as shown on the submitted plans referenced in Whereas#3 above, with the following conditions to be met: Pg. 1 Prior to Issuance of a Building Permit: a. Approval by the Town Engineering Department, of all the items related to SWPPP that are noted on the memo written by David O'Shea, Town Engineer, and Justin McNeal, Civil Engineer,most recently revised May 12, 2025, b. Submission, review, execution, and filing of an Operation, Maintenance and Reporting agreement for the proposed stormwater management facilities,with the Town of Ithaca, specifying the ownership and maintenance responsibilities for the stormwater system, including: i. Submission of an access easement, or other mechanism, to mare Town of Ithaca access to the stormwater facilities, ii. Review and approval of the access easement and the Operation,Maintenance, and Reporting Agreement by the Attorney for the Town and the Town Engineer, and iii. Town Board authorization to allow the Town Supervisor to sign any necessary easements and the Stormwater Operation, Maintenance, and Reporting Agreement associated with the project, c. Submission for signing by the Planning Board Chair of an original and three dark lined prints of the approved final subdivision map,revised to state "Pine Tree Road,"instead of "Judd Falls Road,"prior to filing with the Tompkins County Clerk's Office; and submission of a copy of the receipt of filing to the Planning Department, d. Within six months of the final approval, consolidation of Parcels 1-A, 1-B, and 1-C on the approved subdivision plat, and submission to the Town Planning Department of a copy of the completed Tompkins County Consolidated Request form, e. Approval by the Town Board, full execution and filing of a water easement granted from Cornell University to the Town of Ithaca for the maintenance and access to the water infrastructure; such easement shall be satisfactory to the Attorney for the Town and the Town of Ithaca Director of Engineering,— f. Submission of a copy of any required highway work permits from the Tompkins County Highway Departmen Pg. 2 Complies with preliminary site plan condition ' ' Chris Balestra From: Justin McNeal <J McNeal @town ithacany.gov> Sent: Monday, May 12, 2025 1:48 PM To: CJ Randall; Chris Balestra Cc: David Oshea Subject: Mirabito Planning Board Meeting - Final Attachments: Mirabito Redevelopment TOI Engineering 5-12-2025.pdf Follow Up Flag: Follow up Flag Status: Flagged Hello Chris and CJ, We have reviewed some additional materials that Napierala submitted for Mirabito pertaining to our latest comment letter(4/17/2025). Based on our review they have satisfied all of the major comments that have the potential to affect the site plan approval process.The remaining comments pertain to clerical errors/note changes on the plans. From an Engineering Department standpoint the proposed concept is deemed acceptable and can be sent to planning board for final approval once they have met your requirements. Once the remaining engineering comments have been satisfied the SWPPP will be in approvable form. Thank You, �"f w2c72 d Civil Engineer Town of Ithaca Engineering Dept. 114 Seven Mile Drive Ithaca, NY 14850 W: (607)-273-1656 Ext.260 C: (607)-220-8342 i . TOWN OF ITHACA 18 Yl * NEW YORK DEPARTMENT OF ENGINEERING Stormwater,Sanitary Sewer,Potable Water, Roads, Parks,and Trails 114 Seven Mile Drive, Ithaca, N.Y. 14850 ENGINEERING@TOWNITHACANY.GOV PHONE: 607.273.1656 FAX: 607.272.6076 www.townithacany.gov ENGINEERING MEMORANDUM FROM: David O'Shea P.E., Director of Engineering Justin McNeal, Civil Engineer TO: Matthew R. Napierala, P.E., Napierala Consulting Professional Engineer, P.0 James Ballantyne, Napierala Consulting Professional Engineer, P.0 Brett Hughes, Mirabito Energy Products CC: Town of Ithaca Planning Department DATE: € j<4z29 'nrZz9 May 12, 2025 RE: 301 Pine Tree Rd, Mirabito Energy Products Re-Development We have reviewed the above referenced project's Stormwater Pollution Prevention Plan (SWPPP) narrative last revised date Denemher ' 924 April 2025, and the associated plan set dated May 05, 2023, last revised Nevember 2-1, 2024 April 2, 2025, along with the additional response letter dated May 02, 2025, and associated Grading Plan dated May 05, 2023 last revised May 02, 2025. All previously satisfied comments have been removed. We offer the following comments: Water and Sewer • An in-depth review of the proposed water and sanitary sewer services will be reviewed once an External Plumbing Permit Application has been submitted. Acknowledged by applicant • Existing water and sewer services will be required to be removed all the way to the respective utility main for both parcels unless being reused. Please provide details of the disconnection from the main. o Please coordinate specifics relative to each service with the Engineering Department prior to revision materials.- Acknowledged by Applicant eet G 2 1 SGWGr S nne rn st he r eyed fFem manhole c ccc-vT , tttL�cv,rcT.rev-rcc-Rrasc-�rep�vPccr-n-vrrrti-F eTurrn�vlc and the hole nli 1ggeQd yV0.th rnA-4 Satisfied for disconnection of the 6" service line. Page 1 of 6 o On sheet C-2.1 , the abandoned water service shall be disconnected at the watermain tee, the tee shall be plugged, and a thrust block shall be installed behind the plug. Please update the note to specify a thrust block with a minimum bearing area of 2.2 sf. • All existing wateF and se.. sizes and IGGatieRG Reed te be shGWR GR the Plans Coo the attaGhed fnr referenne Satisfied • Please indicate all proposed materials and sizes for the water services on the utility plan. Satisfied. Proposed 2" service will require a tapping saddle Ford Meter Box F202, Ford Model FB1000 Ballcorp Taper Thread Inlet by Quick Joint Outlet corporation stop, Ford model B44 Full Port Ball Valve curb stop, and buffalo style, screw type curb box with cast iron lid marked "Water", pentagon nut, operating rod, and centering ring. , shoot (`_G G irrently denims a prepesed water easement fnr the pr.yate yV_ater 68FVOGG whinh is net needed Acknowledged by applicant. • Please remeve the he-Use tram detail en shoot (`_19, hei ise trans are ne lenrrer Satisfied • Please add a ne TyPiGal I ateFal Gennentien detail, there must he a to-t�t�:r�rFrrccrr�crcc-ray-vvrrrrcccrvrr � ttt��-c-rrra�c��cr nle;;nei it inst-alled at the RQW41Easement line Satisfied • Please .add a Cle•'-caReut at the RO" asemeRt I�tthe Utility RaR Satisfied • The existing sewer lateral for the gas station does not appear to connect to a manhole. Please update the plans to include a detail for removal at the main. The main is transite (TOI to verify). The wye must be cut out, a section of PVC installed with stainless steel reinforced flexible couplings. The sewer main was field verified to be transite. • Two-way cleanouts are not allowed to be installed per NYS Plumbing Code. All cleanouts shall be installed in the direction of flow. • Please update the plans to include a sewer trench detail. The detail provided does not incorporate 4" pipe size. Page 2 of 6 SWPPP These items need to be addressed prior to Final Site Plan Approval a �`vvTdrnTvVith the 2924 Sterm�rravate-r DesigR Manual and the GepJfcrcictivrnr GeRer�ermit GP 0 25 001 Satisfi-I • Update the SWPPP to identify the party responsible for the long-term maintenance of the post practices and conveyance systems. A stormwater maintenance and reporting agreement and access easement will need to be executed if one does not exist prior to issuance of a building permit. Acknowledged by applicant * it appears that CA2 is bei.Ag used fnr stermmwateract nu ' This; Reeds to he innli iileil in the IA-nry term FnainteRaRGe agFeomont If the aevelener is, respens,ihle fnr Ienrr tGFFR Ttene�a_th side nreef that the deyelener has, rights, to maintenance and reporting antiyities en the adjacent Parcel CVVPPP MU St pli i id i if prep seiner er d per will e �e�c�E+t+y-,�e+�tr€y-,rt �ert�-o�rr�r-t�c�e��e��R be recnnncihle fnr eperratiGn enrl meintene Tthe termwatp�hh ``^^"'tiGe. Satisfied o Please remove the reference to offsite basins in Section I, C. if they are not beino utilized for routine. Updatethn cli trio a ' Faf NG! for rein se = -R,.�trr-ixt+��tA� �-e�t#c�'z-9��c�-o,-,-o-rT�e'�ea� rri rITG`the ald NON. Satisfied • PFieeF teecvwrS4 aGcep a a let er from QPRHP er eth r means aGGep� le .is, tar}Ec-crTcct vrvttt�. rcaTrs�cc l�c-a� identified in Part 1 A.4 of the General Permit will he rem tired to indicate that the Satisfied Update eli de wint ilizatien rent�irements, Sheet G 1 it = -+��e-t-te-��cer�ta�� -,--r��,-ram,-��cc�-o--rT referepr__esthe NYSDF=r Blue Beek, phase in a_the—se rpd`l!Fern entrthe plaR t. batlSTled • Please update the following in the SWPPP Narrative: o Table eR page°;s titled ExistiR Drainage AFea2 HydFE)'E)gwGal GE)Rditiens,• this, sheuld he changer) to Drainage Are - Satisfied Page 3 of 6 O OR pane 1 1 the pane re#erenn�r the Ster"�'�rraVater DesigR nAe rs- 0RGGffeet, please medify this and TefeFeRF.e-the 2024 Design Manual. longer referenced O OR page 1 1 to RaFFati etc-iRdiGates thFee-pFepesed dFaiRage .ire.-e( lis+ � baiisriea O OR nacre 17 in the last paFagFaph, please add stateerrn8Rt- t DD�es not rent aired- fnr DA-2 ;;ni1 flA_4 as they yVere redeyelnnment nnrtinns of the nreient With nn innrease in epee - SVVr HH was modeled. uomment omy applies to L)iA-/-, wnicn is saustied. O OR page Q,err the fiFst paFagFaph, please addGh FifiGatcTvrrthat \nfin. ife r DA_2 y i i ll l�hhe, c-�qa ram,'z edtc-) ya�ecc�mmrnm�evuate-ti-Ft �v Qy FecguTFeMee R feces D�v and thi t beth a e tFibutaFy to the same dr t. vo longer appllcaujl- O Update G tienee ngeed OR the Nee DeSign nn�n �I that nrehihit Level 2 hetspets from Satisfied o In Section F., please update the statement regarding DA-2 to specify that a minimum of 25% of impervious area is reduced in the watershed. � The desigR nFE)PvveS the 116e of DDV min rl11e te-St Iimi t jTh speEifi�Tte 0 the SVVPPD in ennnrrJenne VVit the (;E)R6tF61G oeRer�erm�Te n�S site layer it is self nreated and shei ld net he nnnsidered a site limitation Satisfied • Please provide calculations/modeling showing that the water quality event produces a volume that is equivalent or greater than the WQv being claimed. e Please revise the reinter qua! ty Ga'Gl ilatinns to reflent the net innreases of imneniini is trihi item to the Dnlnts of Study fnr both POS 1 and POS 4 DA 1 appears to innrease by n 32 anres /not 0.22 anres\ and D 4 appears to innrease by Q.17 onres (nnt 0.02 aGFes) Satisfied Dleece innli irJe si innnrtinn infnrmetinn in the nerretiie thet shneis the Binreten�.tinn Filtei: 2 reneiVeS the fill \ VQV frem the trib itaFy area (D `2 ) rrrrnrg-tht��cOr .rtnrrn t-Q�-Qpt ThA GA I Ile nc pre aid nr�aeed whole GrVVPPD states 0.006 of is Feq iiKed. Satisfied ""I`^ • Bioretention ewease pre side stage ster'nee MGdeliRg t verify that znO�v- f tht-Q.VV lV Satisfied Page 4 of 6 2 lR addrotmeR, the 2024 SteimTrwacercr Design n'�ur�raaraeat�.�rtrh;-;t t t-�iaGtiGG must be sized tGGaptuFe,, FettaIR, and filteFthe eRtiFe VVQv witheut eveFflew er bypass \A/e are ni irrer�ttyseekinn Eatcic.A G_.A thlcs fre�G, Satisfied o Review the modeling, details, and plans. The details do not appear to correspond to the model. }� ■ �v�ate PiSeS G:" �he�ie t��hT mi ilnh 1;;Yer.Th06 `nr� WA.dd-c�-rAtc�thtQ G" dr;;Mp d8pin detail. This dFain Reeds t be�mrredeF d if i�te he crcFrct eta-Ir.-n�r�-�rrar-rrrc v-vc utilized. (The detail fer the Rieretentien Cilter en Shoot (`_1 1 depintS I�DI ACT dFain with a dome grate.�/ Satisfied � a he pFetreatrnen dad fer BF 2 deeS net appeFte meet the design meni iel rent iiremertS DleeSe irJertifi hew YE) i meet the design requ+re:Aimpt& The grinI di, phFag lees meet the dire Rscrr�ivTrai re rerr+eRts, any- Rd aa-grass filter stropiS Re provided.. Satisfied o If soil borings and infiltration testing yield adequate results to remove the liner from Bioretention Filter 2, the applicant will need to provide that information to the MS4 for approval prior to construction of the filter. If test holes reveal that bioretention filter#2 liner can be removed, an upturned elbow shall be provided. A detail needs to be incorporated into the plan set. o The depth of media used to calculate BF-2 area does not correspond to the detail. o Please review the "Allowable RRv Provided" calculations for each biofilter. The RRv provided is 40% of the volume provided for the F-5 practice. o The bioretention filter detail must match the requirements of the 2024 Stormwater Design Manual for Bioretention filters, please verify/modify: ■ Drainage layer shall be 10" in depth. ■ The wood mulch layer shall be 3" minimum. Underdrain gravel shall be AASHTO No. 57, detail says No.67. D the merle Finn the 1 1(1 and 100 dear s�ms the ev+e��a , ,,,.moo , arrc�-rv-��car� ,,,T nrimaFy ei itfleyV SheyVs ;; fleyV rite of 0.00 nfS OatlsTlea Dle�se r . 'A inve�#er gnu 2 en shoe � � C�mtenh Detail en sheet G �Te�4� cc � �rrrccrrve-ta�rvn-a-rcc�� 42 tore iS a diSnr� O.Ryertfthe 1'�_innh nine t Pups T�, T�.T..ra�cr crn. ccavccrr nnu 2 and the Stermtenh Charnbe-P. Page 5 of 6 • Please innli de rei itiRg diagFams fnr the I-ydFeGad nalni Iatiens Satisfied The points of study fnr pre pis nest neRditiens must matnh In the nrepesed �� a�v.T�cv-rrcrrcrv�-r�-�-rrcrsrn�uccn--irrcrn�rvpv�ccr analysis the nnint of sti id y fnr DA-2 has nhanned All areas dFaininn to the nnint must study ust be innliiileil in the analysis Satisfied • Dreyide appFeyal rinni imentatinn fnr pFepFietary devises in annnrrlanne vVith the Ctnrm eiater Design Mani ial Satisfied • Change language in narrative to reflect either a sediment trap or sediment basin. The Blue Book has different design criteria depending on which practice is chosen. It appears you have designed to meet sediment basin. o Please review the narrative and volume table provided. The table and text in the narrative do not appear to correspond to each other. Also please review the sheet numbers in this section. • Include a copy of the contractor certification form in Appendix E in accordance with the CGP. • Please correct the following Items in the eN01: o Discrepancies in quantities, question 49 and 19-22. o Total area to be disturbed NOI vs SWPPP. • Please update the plan set to include the Town of Ithaca as a required party to the preconstruction meeting. • The CGP requires as-builts of all post practices. These must be completed prior to NOT. Please update the plan set and narrative to require this. • A SWPPP application on the OpenGov permitting platform will be required once the SWPPP is approved and if Planning Board approval is granted. Page 6 of 6 wAUSAU TILE Complies with preliminary FENCE PANEL site plan condition "d" SG Design Product Data Size Va ry Weight 62 Ibs/52 Ibs/34 Ibs Material Aluminum Anchoring Attach to Fence Posts Finish Powder Coat Product No. Full Panel: MF5049 1/2 Panel: MF5053 1/4 Panel: MF5057 O.fi00'REF, fi4.50'REF. 0500 REF. -F�-00'6. 0500'REF.�i-�1Sfi00'PEF.�F� o 000 ° oo ° 000 ° oo ° 000 o ° 000 ° o 0 00 000000000000000000000000 000000000 0000 000000000000000000000000 000000000 0000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Oo0O0o0Oo000o0Oo0O Oo0 = 0o ❑ Oo0 O O O ❑ ❑ O O ❑ ❑ 0 0 00 0 0 0 0 ❑ ❑ O ❑ O O O O O ❑ ❑ O O o ❑ ❑ ❑ ❑ 0 0 ❑ ❑ o0000 o ❑ ❑ O o0000 0 0 ❑ ❑ O o0000 o00 ❑ ❑ ❑ o ❑ O M F5049 M F5053 M F5057 Site Furnishings Limited Warranty: For a period of two (2)years for concrete products, one (1)year for plastic products and five (5) years for metal products when the customer has received their product, Wausau Tile, Inc. warrants its concrete products against defects in workmanship and materials per industry standards. This warranty does not cover the above products for cracking and faulting caused by settling due to an improper base; nor does it cover damage caused by impact, vandalism or natural disaster. CALL FOR FURTHER DETAILS & PRICING. P:800.388.8728 I E:wtile@wausautile.com I WAUSAUTILE.COM 10,15.20 36.00 42.00 74.00 12.00 I I I I I a 29.00 31.00 19.00 a a 18.00 P.D. BOX 1520 WAUSAU, WAUSAU ME SrM 11' RJ1VJ1SlLlllNGS P.O. BOX 967 BANNING, REVISIONS DRAWN BY DCM JOB NO. DATE BY NO. DATE BY TITLE V%lMff RSSI,,X EEG GROUND tIlOUNf JOB No. 1 4 SCALE UNLESS OTHERWISE SPECIRED DATE 03/ 2 5 DIMENSIONS ARE IN INCHES ANGLES t0.5° FRAC.t1/8" 3 6 1 2 PL t0.01 3 PL f0.005 ITEM NO. PART NUMBER DESCRIPTION 1 100500 ASSY 42"SO,PERF TABLE 2 100510 ASSY SEAT PANEL 36 X 12 3 100533 WELDMENT ARM 6 FT BENCH SEAT 42.000 16.000 4 100569 TABLE CENTER SUPPORT ASSY 5 100534 LEG MOUNTING BRACE ASSY 36.000 6 100573 TABLE MOUNTING ASSY .000...............................a 11 400314 NUT,NY-LOCK,1/2-13, 18-8 'e°eeeeeeee.eee°eeeeeeeeeeee.aee°eeee °eee°°°°°°.........................° 12 400210 4 SEAT ING.MOD HARDWARE SS oeeee000000eooe°0000eee00000:eooeo°oe 'e°e°e°.....eee°e................eee o.... veeeeeooao::eeeeeeeeeeeooaoeeeeeee 16.000 13 71021 WASHER,FLAT,01/2 SAE,SS >'.00.°e°e°..°e°e°e°.000°.°e°eo°.°.°e°e°......000°.°e°e O°e°a°e°o°e°e°o°eo.°a°:°e°e°o°e°o°eoo°es°e000:o a°eoe°a°e:: eeseooeeeo•aae000eoe000saeaaaa eaoeaees oeeeeeeeeeeaaaaeeeeeeeeaeeeeeeaeeeeaeee e . a......oe............................. e'eeee'eo0eea0a0 ........oosaee0000000ee.000seseeoae0000 .. e ooee 000000*000000°eoe 000000be°e 00000°o° ..........eeoo...............oe°e°ooeo....eoo.. oe°e°o°e°e°o°e eeeeeeeeeeeaeeaaaeeeaeeeaeeeeeeeeaeees. a a°evoa.°o 0 eeeoeeeeeoo.eee000eeeoe.00eo.oe000eeeeo a aoa•a oeeeeseeaaeae.eaaeseseseeeeeeeeeeaeeeee eeaa eae.eeeesaaaaoeaea.sesaeesaeaae eaeveeo°a�a°0° epee••a••uauaaauaaaaaaaaeeeeeeeeeees. °a°e°i°°oa.a°ae°.oaaoaseaooeoeaaaaoaaeaaeseeeeeaaaae i•eeeeeeeeaeeaeeaaeeeaaa.eeeeeeeeeeeeese eeeeaooeoeaaeaoaaeeaseeeseeaeaae °e°vo°e°°eeo e°e°oee°e°eoeeea..oee oesoee0000e e°eoee osooe °eoee°e°eeeeeeee 0000eee°0000°0000°e°ee°e°oe°e°e°e000000eoo°oe°e°o°e °seOe°°ee°e �e0°°°e°see°e e0000ae°e°e°e°ee°ee°e°e°e.000 o°e°e°o°o°e°e°°°o°e o°e°o a °o .a°aeevea°e°°oeea eeoe°e°e°°°o°eeoe000ae°e°eooe°a°e°o°°°oo.0000°e°e°oe°o°e°e°o°e eeeeeeeeeeeeee oeeeeeeaeeeaa• aeeeeeeaeaeaeeeeeeeeeee °°ooeeeoe o°e.eooee°°eeeeoee.°z,°'�eOe�0o0oao.ep°oe°esos°o0000ee000°ee°eee.oao iaoo°see°eeess°a000ee°eo0oe°o0osue0oeoeeaoaooeoo° aeaao°o°ea.°oe°oveee eeo°oeo.a°o°e°eae.oe°000aeae ooe°eaoaeeaeo.°°o 36.000 42.000eee • eo e eaeeeeee°ee .eeeeees .a°e........ oo°o°oee 000°°°°00000 : °000°o°°000°o°°°°°°000°°eeeoee000e000ee.oeoeee°eeeeo vey:e°e oOOOOo0O000000000000000 °oo°° y °° y.Z oo°°eo0°°°o°°°°0000°°oe0°°°°°°°°°oo°° 00000e°°e°°Ooo , oe°ao a oeeeeaae°ee.aee°eeeae.seeeeeeeeeeeeese a e aeaasooeeeeaaaeaaeaoeseeeeeaaoae 0°O°e°°oa°0°O°oa l a o eoaaaaa a a a aee.eeeaeeeeeeeeeeeeeeeeeeeese eaO°O00aO°O e° 0000 euua•a...aa.oaauaaoseeeseeaeeae o o°e e000eeese°eoe°es0000000ea°eee°woe°es0000000e vaveoeoeaeae�e voeeoo.se.eooaeeeeee .eseoe000ee000eeo° 10O°°°ee°e°e°oee°e oo o°a°e°e°e°e°e°eooee°e°e°e°00000°e°e°°e°e°e°e°o°e oe°eeoe°e0aeaeoeo°°o o°e°e°e°o°o°o°e°o°eooe°e°a°e°e°e°o°e°e°e°o°°°o°e°o°o°e°e°e°e°eooe°o°e°e°o°e °e° oeo eeeeee.eeeeseseeeee ea.eeeaeseeaeeeeee o°o o°°o°°° ogee eoeeoeeaaaeeeoeo°e eoasaeaaeseeeeaees 0°e°°e°oee°a°oee°ae°a e°ao°e°o°o°o°e°Oe°eoo*°a°0000e°o°0000ao°e°s0000°e°eo °o°°°e°e°a eeeeeeeeeeeeaaeeeeeeeeaeeeeeeaeeaeeeeee ioaee000eoeeaeaeeeoeoeooeseeaaeeaoaeaaes eeeeoeee000eee0000ee.oeeooeooeeoeoeeeeo leseees00000aaaeeeesoeeseeeeeaeseeaeseea O1 TOPVIEW 6 11.428 o - 0 O 3 37.485 Ll Ll O2 FRONT VIEW O3 SIDE VIEW 55.500" )" REF. 54.500" REF. 0" NP. 53.000" NP. 1.000" --------------------------------------------------------------------------------------------------------------------------------------------- 0.500" 5" NP.—I RO.188" NP.J 1.000" 53.750" 55.500" NP. 2 )" REF. 54.500" REF. 1.000" NP. I I f I I ❑ ❑ ❑ ❑ 60.00 RI P. ❑ ❑ ❑ N ❑ ❑ ❑ ❑ ❑ ❑❑ u ❑ ❑ ❑ ❑ u u ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 000000000000000000000000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ O ❑ ❑ ❑ O ❑ ❑ O ❑ ❑ ❑ O ❑ ❑ O 32.000" 32.000" 000000000000000000000000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑DOOD ❑ ❑ ❑DDO ❑ 000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 150. Nf 2.313" NP. 2.313" NP. / I I 0.0E 53.750" L 0.875" 0.750" OVL9UtJYSr1J llll1WG ►y M JL'UNNM REVISIONS DRAWN BY M JOH NO. DATE BY NO. 041E SY TITLE FENCE FULL 1 11/6/12 MWJ 4 SCALE 10 GA. —S—G F z 6 1/4" 1&MATERIAL WAS 10 GA. STEEL SHEET 3 s Complies with preliminary site plan condition "g" Jim Ballantyne From: Kelly Chapman <kChapman@tompkins-co.org> Sent: Thursday, April 10, 2025 8:26 AM To: Jim Ballantyne Cc: Matt Napierala;Jeffrey Smith; Nicholas Ensign Subject: RE: 301 Pine Tree Road Mirabito Redevelopment - 2023-06-02 Response Letter to County Highway Department Comments Good morning Jim, Sorry for the delay. We approve, as the curb cuts remain the same and there were no changes to the stormwater plan. TkanL you, V-6LU ChapwKaw Towiph%ws Couwtu Highwau pepartmewt 'Project Mawager ro07-27 4-0300 www.tDMPpZiwSC,D wtUVLU.OoV/hiOhwaU This email and any attachments may contain confidential information. If you are not the intended recipient, please notify the sender and delete the message immediately. From:Jim Ballantyne <jballantyne@napcon.com> Sent:Thursday,April 10, 2025 8:18 AM To: Kelly Chapman <kChapman@tompkins-co.org> Cc: Matt Napierala <mnap@napcon.com>;Jeffrey Smith<jsmith@tompkins-co.org>; Nicholas Ensign <nensign@tompkins-co.org> Subject: RE: 301 Pine Tree Road Mirabito Redevelopment -2023-06-02 Response Letter to County Highway Department Comments [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and [ know the content is safe. Good Morning Kelly, Just looking to check in this morning to see if there had been any updates on the review of our materials submitted last week. Thanks! Jim Ballantyne i James Ballantyne Applicant May 14,2025 at 8.18 am 5 As of yesterday afternoon,we received confirmation from our architect that they have coordinated and finalized the fire flow condition with Marty.Supporting fire flow test calculations were submitted directly to Marty far review. Chris Balestra(she/her) Public May 14,2025 at 8:52 am o Thanks, Jim! I will check with C Marty Moseley to get confirmation from him. Marty Moseley Public May 14,2025 at 10:02 am 0 The fire flow calculations have been submitted and appear to be acceptable. TITLE INFORMATION TITLE INFORMATION TITLE INFORMATION TITLE INFORMATION LEGEND PARCEL l A PARCEL 1-B PARCEL 1-C PARCEL 2 \ CORNELL UNIVERSITY CORNELL UNIVERSITY CORNELL UNIVERSITY CORNELL UNIVERSITY EAST HILL PLAZA PARKING LOT P/0 DEED BOOK 602, PAGE 589 P/0 DEED BOOK 602, PAGE 589 P/0 DEED BOOK 602, PAGE 589 P/O DEED BOOK 602, PAGE 589 .o." OVERHEAD WIRES \ P/O TAX MAP No. 62-2-1.121 TAX MAP No. 62-2-1.13 P/O TAX MAP No. 62-2-1.22 P/0 TAX MAP No. 62-2-1.22 SANITARY SEWER MAIN \ AREA=0.093 ACRES AREA=0.666 ACRES AREA=0.733 ACRES AREA=1.151 ACRES CORNELL UNIVERSITY (R.O.) ASPHALT PARKING y � WATER MAIN (TO BE CONSOLIDATED WITH Cr (T ( g ) X P No. 9 \ 0 BE CONSOLIDATED WITH 0 BE CONSOLIDATED WITH Remainin Parcel/ p/0 TAX MAP No. 62-2-1.121 G GAS MAIN PARCEL 1-B & 1-C) PARCEL 1 A & 1-C) PARCEL 1 A & 1—B) ,,—REMAINING LANDS OF CORNELL UNIVERSITY (R.O.) N\ Total Consolidated Parcel (1 A, 1-B & 1-C= 1.488 Acres) Z STORM SEWER MAIN \ a11 FACE OF CURB FACE OF CURB — — - - - — - - - — EXISTING DITCH Zm\ gsayq FAGS of cuRe — — — — PROPERTY LINE ASPHALT DRIVE * PROPOSED NEW DIVISION LINE eon — *N , �ROs 157 0� 232 75 EDGE OF ASPHALT 12.. Q MANHOLE FACE OF CURB ' —_ FACE OF CURB \ S 77t PARCEL 1-A - 12 _TAX MAP No. 62-2-1.121 SQUARE CATCH BASIN 1 EWER DASSEMENT REA=0.093 ACRE 1 __ __ N 87 51 56 E 115.09' - 7.51'56" 106.66' oEE 46s/169 �4,043 Sq. Feet) TAX MAP No. 62-2-1.22 ID.S. DOWN SPOUT 44 ImD4 WATER VALVE .p �1—B H •hOj� o � FIRE HYDRANT c \ El AREA=0.666 ACRES •�O/ �H I to 8" C0 CORNELL UNIVERSITY (R.O.) (29,012 Sq. Feet) O^^ 0C•O• CLEANOUT P/0 602/589 �p ARC=14. 9' o TAX MAP No. 62-2-1.21 \ Z `CANOPY Ito *� R=35.00 I m DRIVE THRU ENTR. Rr A 13 GAS VALVE OVERHANG FUEL ASPHALT QLA J NYSE&G EASEMENT FUEL PUMPS DRIVE & PARKING . w+ CH=S 09°4324" W. I �� \ (f SEE 358/71 PUMPS / "GRASS" SPEAKER POST 14.38' D�+ Q A' UTILITY POLE 1 DUMPSTER "�� 12 AREA / r. \ W PARCEL 1—C UMPSTER O GUY WIRE AREA=0.733 ACRES AREA ^p: \ Q (31,950 Sq. Feet) 0 PROPOSED I Oo 0 DECIDUOUS TREE \ ` oRig \ FUEL TANK 24 CONCRETE O SHARED ACCESS ` I A VENTS EASEMENT FOR CONIFEROUS TREE ppry'� „ R� / INGRESS--&-Et;RRESS \ I \ 16 / ',� COOLER TE / G —�— pSIGN CONCRETE �� 24 F.D.C. l y I O N I I (O (� 10" BUILDING �p �12 I O X IRON PIN FOUND \ I = •FUEL I r 14" No. 1010/ •�l l O CPS PUMPS 4 O =� 14„ /�/ " � CALCULATED POINT V 1 \ DN V OPY I / ry FACE OF CURB 10„ \ o CAN OP / 24" 1 ; • OVERH _ J ^ GRASS 0. / \ I BOLLARD hN TRAPU ' V I P.K. NAIL FOUND FUEL KEROSENE O \ ➢ PUMPS *S 00'00'00" E v \ FLAG •� / / \ POLE o TRAFFIC SIGN \ • I 0 1 •• �Pv to \ yp�PO SAPLING �l o� CONCRETE E HH 12' S 87'51'56" W Pie O o SAPLING \ ` O , J / N��Z N�� / 2 16 �O� / F . s 4 *N 90.00*00" .W / \ \ SAPLING 2 I D a 12.37' PARCEL 2 \ Z , AREA=1.151 ACRES SEWER EASEMENT / \ \ / � -^ `� *ARC-27.84 (50,149 Sq. Feet) • \ se • SEE 4691169 / `f'o� t R=162.00 REMAINING AREA OF CORNELL (R.O.) El \ qC°U1S rHT of CH=S 27°59'52" W C l gy COR ON HqY •fin•_ 'b °* \ �q�/f L FCIO��I f0 S `` SAPLING ��N •( "Y °s D VE THRU EXIT 27•80 EDGE OF ASPHALT �� v= / o \ 1g93 0 � N � o,KILI 38.36' \ 4145 o / \o \ N 70'3633" W \ =�k oy �A 30.02' P 9 43 Q O \\ Ar ` *.S 1 1 " W ASPHALT WALK / N QIN 2 TRAFFIC POLE \ o* \ 46. / / \ S 671 E 1 `\ 15.79' DETENTION AREA 12" / \ oK \ P�cRMq x 14" MAP REFERENCES: �L.L j(fir ` \SfE/N9�NNOT�SFI�FNT ` N <No egsen'e�qT WN OSFt�FNT / 1.)"DIVISION OF LANDS OF CORNELL \ °* �lJ \No ?oRCN� ❑sfNTN�N fo�„y t/TygCq 10 \ UNIVERSITY..." DATED 912311976 REVISED �D� 21�049 s 422j21 e of � 2/9/1982 BY WEILER ASSOCIATES. ZO \ ¢\ D s4ney� \ 2" 14" 2.)"MAP OF LANDS OF HORSEHEADS HOMES, °* c, S INC..." DATED 1011211978 BY WEILER ASSOCIATES. °M \ Jr 3.)'SURVEY MAP SHOWING LANDS OF CORNELL UNIVERSITY..." DATED 811211998 BY T.G. MILLER P.C. oµ -'N NYSN�,G b1NNT ` ` \ 0' 30' 60' 90' N /i4 18 6s \ \ WARNING ALTERATION OF THIS NAP NOT SUBDIVISION Z NEW YM STATE EDUCATION LAW.ARE PROMBIZED \ pNs rHEREEON ARME AUD FOR TTW NAP SCALE i" =30BY L4W. AM NOTES: IFIEREOF ONLY IF&YO 1. HORIZONTAL DATUM IS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE °* ` �NNr cN\�1NN AW COPIES SYSTEM, CENTRAL ZONE, NAD83 THROUGH GPS REAL TIME OBSERVATIONS USING \ WHOSE sKDUTURE APPEARS HEREON. NYSNET CONTINUOUS OPERATING REFERENCE STATIONS. 2.) UNDERGROUND UTILITIES HAVE BEEN LOCATED FROM AVAILABLE RECORDS, FIELD LOCATIONS OF ABOVE TITLE: SUBDIVISION MAP 6/ REVISED ,.F _ GROUND STRUCTURES AND ANY MARKINGS PROVIDED BY THE UTILITY AUTHORITY. THEREFORE, THESE LOCATIONST 15/2023—revised lot size for C' l y' CERTIFICATION MUST BE CONSIDERED APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITIES AND/OR STRUCTURES, Parcel 2—no fieldwork performed P PRESS p THE LOCATION AND EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. LOCATIONS, SIZES AND MATERIALS OF FOR CORNELL UNIVERSITY LOCATED AT F� I hereby certify to CORNELL UNIVERSITY UNDERGROUND UTILITIES ARE BASED ON BEST AVAILABLE EVIDENCE AS NOTED ABOVE. VERIFY ALL UTILITIES c that I am a licensed land surveyor, New York State License PRIOR TO DESIGN OR CONSTRUCTION. NOTE: ALL UTILITIES NOT SHOWN AT THIS TIME. N0. 1010 ELLIS HOLLOW ROAD �k No.050096, and that this map correctly delineates an 3.) IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE CONTENTS OF THE SIGNED AND SEALED HARD T.G. MILLER P.C. pp e� actual survey on the ground made by me or under my direct COPY DRAWING AND THE CORRESPONDING DIGITAL DRAWING FILE, THE HARD COPY WITH AN ORIGINAL STAMP ' t9G N0. 3 01 PINE TREE ROAD n C� supervision and that I found no visible encroachments either ENGINEERS AND SURVEYORS P AND SIGNATURE SHALL BE THE CONTROLLING DOCUMENT. way across property lines except as shown hereon. 605 WEST STATE STREET, SUITE A TOWN OF ITHACA ITHACA, NEW PORK 14850 TOMPKINS COUNTY NEW YORK CSC�0 'L 4.) OUTLINE OF BUILDINGS SHOWN HEREON ARE THE AT GRADE FOOTPRINT. ARCHITECT TO VERIFY BUILDING � 96 � DIMENSIONS PRIOR TO DESIGN OR CONSTRUCTION. wCA NEW LERPc.coM DATE: F E: LAND SIGNED: DATED: 6/15/2023 5.)DATE OF LAST SITE VISIT AND FIELDWORK PERFORMED ON 1113012022. 607-272-6477 4 17 2023 1"=30' ' S221076—SUBDIVISION PRO OS D MIRA ITO GUNTON FRANKUN R D V LO M NT ROJ CT PREPARED BY: JEFFERSON Si.LANftENCE ESSEX NAPIERALA PROJECT CONSULTING LOCATION LEN15 HAMILiON WARREN OSWEGO 3,G1d� PROFESSIONAL ENGINEER, P.C. P� 3 NIACARA ORLEANS ONEIDA FULTON� SITE • DESIGN • ENGINEERING MONROE WAYNE � SARAiOCA CENESEE ONONDAGA MADISON NONTGOMERY �,�� VP o= ONTARIO �P P � y�� 301 PINE TREE ROAD 110 AYETTE STREET EN ERIE �1 y ��a MANLlus, NEW YORK 13104 WYOMINC y? YATES O OTSECO p¢` ALBANY P? Or G&1 CHENANGO yG� 4� .l{ TOMPKINS ', p, ppyyy��nn llII A �� A DELAWARE GREENE l.11l Lill. MN�1P/%/IN�iPCON,COM CHAUTAUQUA CATTARAUGUS ALLECANY S7EUBEN ITHACA , NY 14850 PH: (315) 682-5580 FAX: (315) 682-5544 CHEMUNG TOGA BROOME ULSTER y Ey SDLLIVAN V PUTNAM ORANGE y1� y1 OCKLAN y¢• BRONX SUFFOLK TOWN OF ITHACA RICHMOND NASSAU KINGS QUEENS TOMPKINS COUNTY SITE LOCATION MAP PREPARED FOR. NOT TO SCALE NEW YORK STATE f nirabito,, MIRABITO ENERGY PRODUCTS illi IT"T a 144 PO BOX 5306 49 COURT STREET 1 _l B I N G HAMTO N NY 13901 - � '`-�"{'*M�� •� ,,, 1j�71i�9 i 1 ,19'tl y 11. I � �-- r f � ' PROJECT `ii 'j a T a T ;i r; T fir,, �I ` �a e " fi LOCATION T TT _T f 1 o � `ou EA57 r I°HACA Mlt h Cl Sz. h.� t a ! 71 d,A' ro PROJECT �,; ♦ / LOCATION SHEET INDEX: rnrernurrannd Squash Cour[s . • 4*1 �rl `' + �. n TITLE SHEET C-0 e5f Ave, ��f v GENERAL NOTES C-1 � � r �� '� ♦ ♦ � - ' T �'� PROPERTY SURVEY (BY OTHERS) C-2 SITE PREPARATION / DEMOLITION PLAN C-2.1 = SITE PREPARATION HAULING PLAN C-2.2 EL��S HO<<Ow GENERALCONSTRUCTION HAULING PLAN C-2.3 ROq� LAYOUT PLAN C-3 Mo,nLss Lri GRADING PLAN C-4 re EROSION AND SEDIMENT CONTROL PLAN C-5 mol1,� a ,.�.� UTILITY PLAN C-6 It �� _. �`� LANDSCAPING PLAN C-7 LIGHTING PLAN C-8 SITE DETAILS C-9 THRU C-14 PROJECT LOCATION MAP NOT TO SCALE AERIAL MAP 1"=200' APPROVED BY OWNER SHEET TITLE: 10 REVISIONS PER TOWN ENGINEERING & PLANNING DEPT. COMMENTS 05/08/2025 COPYRIGHT®2025 PROJECT NO. DATE SHEET 9 REVISIONS PER TOWN ENGINEERING COMMENTS 05/02/2025 NAPIERALA CONSULTING PROFESSIONAL ENGINEER, P.C. 20-1890 05 MAY 2023 r 8 REVISIONS PER TOWN ENGINEERING COMMENTS 04/02/2025 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 7 REVISIONS PER TOWN CODES COMMENTS 01/14/2025 ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE M I RAB ITO ENERGY PRODUCTS TITLE SHEET 6 GENERAL REVISIONS 11/21/2024 ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON 301 PINE TREE ROAD 5 REVISED PER TOWN AND OWNER COMMENTS 05/07/2024 THIS DOCUMENT IN ANY WAY. 4 RECONFIGURE DRIVE—THRU AREA 08/30/2023 ANY LICENSEE WHO ALTERS THIS DOCUMENT IS 3 RECONFIGURE DRIVE-THRU 07/24/2023 REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE c =0 NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER PLAN SEAL BY: TOWN OF ITHACA NO. REVISION/ISSUE DATE SIGNATURE AND SPECIFIC DESCRIPTION OF THE MATTHEWR.NAPIERALA,P.E. TOMPKINS COUNTY, NY NAME DATE ALTERATIONS. NYS REGISTRATION#068733 GENERAL NOTES GRADING NOTES UTILITY NOTES LANDSCAPE NOTES z 1. PROPERTY LINE INFORMATION TAKEN FROM A PLAN ENTITLED "TOPOGRAPHIC MAP" FOR CORNELL UNIVERSITY 1. ALL CONSTRUCTION SHALL CONFORM WITH APPROPRIATE CODE AND REGULATORY REQUIREMENTS. 1. MAXIMUM SLOPE FOR ALL CUT AND FILL LAWN AREAS SHALL BE 3H:1 V UNLESS SHOWN OTHERWISE PERMANENT SEEDING MIXTURES z LOCATED AT N0. 1010 ELLIS HOLLOW ROAD & N0. 301 PINE TREE ROAD" PREPARED BY T.G. MILLER, P.C. 2. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH MUNICIPAL REGULATIONS AND THE ON PLANS. SEED MIXTURE N0. 1 LBS./ACRE � 2. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES, AND/OR UTILITIES FROM FIELD STANDARDS OF THE PRIVATE UTILITY COMPANIES. CREEPING RED FESCUE (var. ENSYLVA) 20 V Q LOCATION AND RECORD MAPPING. EXACT LOCATION MAY VARY FROM THE LOCATIONS INDICATED. IN 2. SLOPES GREATER THAN 4H:1 V SHALL BE STABILIZED IMMEDIATELY AFTER GRADING OCCURS IN CHEWINGS FESCUE (COMMON) 20 U PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH ACCORDANCE WITH THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT 3. PRIVATE UTILITY SERVICE FINAL LOCATION, SIZE AND DEPTH ARE SUBJECT TO THE APPROVAL OF THE PERENNIAL RYE GRASS (var. PENNFINE) 5 cn CONTROL. UTILITY COMPANY. RED CLOVER (COMMON) 10 Z W PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR O O Y V W MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY 4. EXTERIOR BUILDING LIGHTING LUMINARIES SHALL BE OF SIZE AND TYPE, AND AT LOCATIONS SPECIFIED SEED MIXTURE NO. 2 LBS./ACRE o a p �j 3. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT AND BECOME FAMILIAR WITH THE WORK. THE CONTRACTOR IS TO CALL DIG SAFELY NY AT 1-800-962-7962 A MINIMUM OF 72 HOURS BEFORE CREEPING RED FESCUE (var. ENSYLVA) 10 p c4 SOIL CONDITIONS ON THE SITE. CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS AND BY THE ARCHITECTS ELECTRICAL SITE PLAN AND SHALL CONFORM TO THE MUNICIPAL ZONING � � o DIGGING, DRILLING, OR BLASTING. REQUIREMENTS FROM THE GEOTECHNICAL ENGINEER. REQUIREMENTS. PERENNIAL RYE GRASS (var. PENNFINE) 10 a O w O M 3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE W a o U 4. UNLESS OTHERWISE NOTED, LIMITS OF DISTURBANCE ARE AS REPRESENTED BY PROPOSED GRADES. 5. WATER SEED MIXTURE 1 TO BE APPLIED TO ALL AREAS. (NOT FOR USE IN co) PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF NO GRADING SHALL TAKE PLACE BEYOND LIMITS SHOWN. WATER LINES, FITTINGS AND APPURTENANCES TO BE IN CONFORMANCE WITH APPROPRIATE CODE AND PLAYGROUNDS OR AS TURF) W d 'n CD Z THE ENGINEER. w/ w X ' Z REGULATORY REQUIREMENTS. VERIFY EXISTING LINE SIZE AND LOCATION PRIOR TO CONSTRUCTION. ALL LL SEED MIXTURE 2 TO BE APPLIED TO SHADED AREAS. 5. ALL SLOPES STEEPER THAN 3H:1V SHALL BE TREATED WITH AN EROSION CONTROL PRACTICE SUCH WATER LINES MUST MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION WITH SANITARY SEWER AND W m W 4. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK W Z F- 2 AS A ROLLED EROSION CONTROL BLANKET OR RIPRAP. SEE DESIGNATED AREAS ON PLANS. STORM SEWER LINES. ALL WATER MAIN AND SERVICE WORK MUST BE COORDINATED WITH THE PERMANENT SEEDINGS SHOULD TAKE PLACE IN EARLY O Z Q ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. Z W WO a LU WATER DEPARTMENT. SPRING. PROPER MULCHING AND ADAQUATE MOISTURE MUST BE PROVIDED FOR PERMANENT SEEDING. RESEEDING W Z 5. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE H_ O Z 6. SANITARY SEWER OF FAILED AREAS SHALL TAKE PLACE DURING LATE W - PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS / 00. m F_ m SANITARY SEWERS SHALL BE PVC PER ASTM D3034 SDR 35 UNLESS OTHERWISE NOTED. SUITABLE SUMMER EARLY FALL OR DURING THE FOLLOWING SPRING. W DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE COUPLINGS AND ADAPTERS SHALL BE PROVIDED AT BUILDING CONNECTIONS. Q 2 CONTRACTOR'S EXPENSE. FERTILIZER: Lu 7. STORM DRAINAGE 5% NITROGEN W O Q H 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, STORM DRAINAGE PIPING SHALL BE SMOOTH INTERIOR CORRUGATED PLASTIC PIPE (SICPP) UNLESS 0% PHOSPHORUS M INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL PERMITS. 5% POTASH OTHERWISE NOTED (SICPP). PIPE JOINTS AND FITTINGS SHALL CONFORM TO AASHTO M252 OR HYDROMULCH AASHTO M294. HYDROMULCH SHALL BE A WOOD-FIBER COMPOSITION o 7. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, O LL (50% PAPER - 50% WOOD) o STANDARDS, ORDINANCES, RULES, AND REGULATIONS. 8. ELECTRIC AND GAS IF MULCHING IS NOT APPLIED WITH HYDROSEED MIXTURE, ` Z w ALL ELECTRIC AND GAS INSTALLATION SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDER. APPROVED MULCHING, CONSISTING OF STALKS OF WHEAT, w ?j a 8. ALL PROPOSED UTILITIES AND APPURTENANCES ARE TO BE CONSTRUCTED IN COMPLIANCE WITH THE LOCAL OATS, OR RYE, SHALL BE SPREAD EVENLY AT A RATE OF 2 0 Q w MUNICIPALITY'S CODES AND REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES. TONS PER ACRE. MULCH IS TO BE TACKED INTO PLACE. a F_ a 9. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO METHOD OF SEEDING DETERMINE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS PROJECT AS BROADCAST, DRILLING WITH A CULTIPACK TYPE SEEDER, OR HYDROSEEDING ARE ACCEPTABLE. GOOD SOIL TO SEED CONTACT IS INTENDED AND INTERPRETED BY THE ENGINEER. THE KEY TO SUCCESSFUL SEEDINGS. MULCHING 10. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, APPLY STRAW MULCH AT A RATE OF 2 TON/ACRE (90 LBS./1,000 SF) ANCHORED WITH WOOD FIBER MULCH (HYDROMULCH) AT TRIMMING, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. 500 - 750 LBS./ACRE (11 - 17 LBS./1,000 SF). THE WOOD FIBER MULCH MUST BE APPLIED THROUGH A HYDROSEEDER AFTER ♦^ 11. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE INFORMATION. ANY MONUMENTATION DISTURBED OR MULCHING. v♦ DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE IRRIGATION W UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. WATERING MAY BE ESSENTIAL TO ESTABLISH TO NEW SEEDING. WEATHER CONDITIONS WILL DICTATE WHEN TO WATER. EACH APPLICATION MUST BE UNIFORMLY APPLIED AND 1 TO 2 INCHES OF WATER SHOULD BE APPLIED PER APPLICATION. 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL O OTHER CONTRACTS FOR THE SITE. PERMANENT SEEDING TO OCCUR AFTER FINAL GRADING HAS OCCURRED. PERMANENT SEEDING WILL INCLUDE: Z SITE PREPARATION J 13. THE CONTRACTOR SHALL: A. SCARIFY ALL COMPACT, SLOWLY PERMEABLE, MEDIUM AND FINE TEXTURED SUBSOIL AREAS. SCARIFY AT APPROXIMATELY A. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ENGINEER OF RIGHT ANGLES TO THE SLOPE DIRECTION IN SOIL AREAS THAT ARE STEEPER THAN 5 PERCENT. ANY DISCREPANCIES. B. REMOVE REFUSE, WOOD PLANT PARTS, STONES OVER 3 INCHES IN DIAMETER, AND OTHER LITTER. B. EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THE WORK. W C. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED GOOD TOPSOIL MATERIALS STANDARD PRACTICE. A. TOPSOIL TO BE CERTIFIED TOPSOIL PER THE FOLLOWING: Z D. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR B. TOPSOIL SHALL HAVE AT LEAST 6 PERCENT AND NO GREATER THAN 20 PERCENT BY WEIGHT OF FINE TEXTURED STABLE W ON THE SITE. LEGEND ORGANIC MATERIAL. ♦^ C. TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT V 14. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH MORE THAN 15 PERCENT CLAY. THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR D. TOPSOIL TREATED WITH SOIL STERILANTS OR HERBICIDES SHALL BE SO IDENTIFIED TO THE PURCHASER. CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND SEALED BY A NEW YORK STATE PROFESSIONAL ----- PROPOSED BUILDING E. TOPSOIL SHALL BE RELATIVELY FREE OF STONES OVER 1Y2" INCHES IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS ENGINEER. NUTSEDGE AND QUACKGRASS, AND WILL HAVE LESS THAN 10% GRAVEL BY VOLUME. w F. TOPSOIL CONTAINING SOLUBLE SALTS GREATER THAN 500 PPM SHALL NOT BE USED. _ 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING - - ----- PROPERTY LINE cn THE COURSE OF WORK. HE SHALL SUBMIT A DEWATERING PLAN DESIGNED AND SEALED BY A NEW YORK STATE APPLICATION AND GRADING PROFESSIONAL ENGINEER. CONTRACTOR SHALL MAINTAIN EXISTING SITE DRAINAGE PATTERNS THROUGHOUT ° a A. TOPSOIL SHALL BE DISTRIBUTED TO A UNIFORM DEPTH OVER THE AREA. IT SHALL NOT BE PLACED WHEN IT IS PARTLY Lo Lo Lo Lo v v co co CONSTRUCTION. ----- PROPOSED CONCRETE SIDEWALK/PAD FROZEN, MUDDY, OR ON FROZEN SLOPES OR OVER ICE, SNOW, OR STANDING WATER PUDDLES. oo N N v 04 I- o v Lu H a B. TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 5% SHALL BE PROMPTLY FERTILIZED, SEEDED, MULCHED AND cD cD v T- 04 Q CO ti 0 16. ALL BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE PLACED IN MAXIMUM 6-INCH STABILIZED BY "TRACKING" WITH SUITABLE EQUIPMENT. o 0 0 0 o 0 0 LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS TO 90% STANDARD PROCTOR C. A MINIMUM OF 4 INCHES OF TOPSOIL IS TO BE USED IN ALL AREAS. COMPACTION. ----- PROPOSED CATCH BASIN/DRAINAGE MANHOLE F. UPON THE ENGINEER PUNCH LIST INSPECTION AT THE END OF JOB, FAILURE TO PROVIDE 4" OF TOPSOIL (AS SPECIFIED co 17. WHEN BACKFILLING AROUND PROPOSED OR EXISTING STRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM ABOVE) SHALL RESULT IN A REJECTION OF FINAL SITE STABILIZATION. Z 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS TO 90% STANDARD O ----- PROPOSED MANHOLE (STORM OR SEWER AS NOTED) 2 co SOIL AMENDMENTSco cl)PROCTOR COMPACTION. 2 H H Z A. LIME TO A pH OF 7.0. LIME IS NOT TO BE APPLIED WITHIN 50 FEET OF STREAMS AND WETLANDS. O Z Z W SAN ----- PROPOSED SANITARY PIPE U LU LU w B. FERTILIZER APPLICATION RATE TO BE BASED ON SOIL TESTS. � 18. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE ENGINEER 2 2 2 2 AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY 1. IN NO CASE SHALL FERTILIZER BE APPLIED BETWEEN DECEMBER 1 AND APRIL 1 ANNUALLY. a 2 2 O O w w CONNECTION TO AN EXISTING SYSTEM IS MADE. ST ----- PROPOSED STORM PIPE 2. FERTILIZER SHALL NOT BE SPREAD WITHIN 20 FEET OF A SURFACE WATER. Lu O O V 3. ANY FERTILIZER FALLING OR SPILLED INTO IMPERVIOUS SURFACE AREAS SUCH AS PARKING LOTS, ROADWAYS, AND V V � W Q Q W ----- PROPOSED WATER PIPE SIDEWALKS SHALL BE IMMEDIATELY CONTAINED AND LEGALLY APPLIED OR PLACED IN AN APPROPRIATE CONTAINER. Z Z Z 0 � W > 19. CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS POINT OF CONNECTION TO THE EXISTING UTILITY Z 4. INCORPORATE THE FERTILIZER, AND LIME IF SPECIFIED, INTO THE TOP 2 - 4 INCHES OF THE TOPSOIL OR SOIL PROFILE. Z R R O O OR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS 2 2 � MUST BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. ____ 5. WHEN APPLYING FERTILIZER BY HYDROSEEDING CARE SHOULD BE TAKEN TO APPLY MIX ONLY TO SEED BED AREAS AT Z W W Z V5 O � G - PROPOSED GAS UTILITY Q W W Z Lu Lu Ln AN APPROPRIATE FLOW RATE TO PREVENT EROSION AND SPRAYING ONTO IMPERVIOUS AREAS. J Z Z � W > 20. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. oa Z Z Q 0 0 O TEMPORARY SEEDING MIXTURES LU LU Q Z v) 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE (TO BE USED TO TEMPORARILY STABILIZE DISTURBED AREAS W z z a W p > >Lu Lu w TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES ----- PROPOSED TREE/SHRUB DURING CONSTRUCTION ACTIVITY.) Z O O an Z 0 O O TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. THE OWNER AND HIS REPRESENTATIVES LBS./ACRE LBS./1000 Z LU W SHALL REVIEW AS-BUILT PLANS SHOWING ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED. THE FOR SPRING, SUMMER OR EARLY FALL SEEDINGS: SQ. FT p W W O O a z z CONTRACTOR SHALL PROVIDE ANY CORRECTION OR OMISSIONS TO THE SATISFACTION OF THE OWNER AND HIS H W W co IL O REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED. A. ANNUAL RYEGRASS -OR- 30 0.70 Lu co co w Z w w B. PERENNIAL RYEGRASS 30 0.70 W QO ----- PROPOSED LIGHT IL W w w 22. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH THE NYSDOT MANUAL OF co O O 2 Z UNIFORM TRAFFIC CONTROL DEVICES. FOR LATE FALL OR EARLY WINTER O > > Lu cn A. WINTER RYE (AROOSTOOK) 100 2.50 Lu z 23. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL, RESIDENTIAL, AND PUBLIC PROPERTIES OR AS ----- PROPOSED DESIGNATED ACCESSIBLE PARKING SPACE > DIRECTED BY THE ENGINEER. MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/ACRE W (APPROXIMATELY 2 LARGE ROLLED BALES/ACRE). 24. ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORKDAY. ----- PROPOSED NO PARKING MULCH ANCHORING IS REQUIRED WHERE WIND OR AREAS OF 25. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE CONCENTRATED WATER ARE OF CONCERN. CD o co) O Z IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ( � U C7 ----- PROPOSED ELECTRIC VEHICLE CHARGING SPACE `�j// Z EVcc ----- PROPOSED TURF REINFORCEMENT MATTING 0 �T� W • W 44 � w � Ln Ln m w W IL w w w IL CD M Z LLj M co CD N J O O ¢ Z CV aZ a Cn O~(%u z � Q� � o Loa a w w Z CD H n w J IL o x d 0 Fa QZ= =U¢ F F Lo Z W >F F N OD TOM w 0 0 a N H W Z = > _ ©(o(D O Z Q�w O O>Z>p ZZ 3��wN� wo=oLL ' 2�� SFzzoF ¢_o3�N _j Z }�O ow¢�Ww wow°Z¢ a w(o Q ZOzO Nwoy Y¢w 0 a W p o O w Z> w w=p?Q H >Z-�n ¢¢ J w w Z www0WY >UOWZF W d aoaQ¢Q QO0 w 0 cl) Z r Z C� O U Q to LU Z F_ LU Q wo a F_ a � 04 O O � M � W F_ O � a CD L9W U) a) Z OC d x � Z W 0WO LU Z CO w LEGEND o ZW LU a LU z <W Z0 L) TITLE INFORMATION a m W m \ �= EAST HILL PLAZA PARKING LOT xO•H• OVERHEAD WIRES 0 w o CORNELL UNIVERSITY (R.O.) Q \ CORNELL UNIVERSITY P/O 602/589 Q / P/O DEED BOOK 602, PAGE 589 TAX MAP No. 62-2-1.121 %� SANITARY SEWER MAIN � U _ - w / TAX MAP No. 62-2-1.22 y '"' WATER MAIN m M = NQ H / ZL J ii ILL. RIM=928.9' TAX MAP No. 62-2-1.13 GAS MAIN ASPHALT PARKING y STORM SEWER MAIN F O LL o Z �i \ FACE OF CURB Z Z W �\ FACE OF CURB - -EXISTING DITCH will 933.0'- n 3: LL FACE OF CURB PROPERTY LINE °� O a H a ASPHALT DRIVE l \\, ` 0 MANHOLE -930\ / _ - - / I - J EDGE OF ASPHALT / \12. - - SQUARE CATCH BASIN ' FACE OF CURB -g31'O'' J �/ FACE OF CUR - "� I \ -- p,s 5•��•59„ - - 2" \12 j _N_ 8T51 j56" E 2l •7 \ -- D.S. DOWN SPOUT 10' WIDE 1 / / -- / EWER EASEMENT T _ --� `189 w� ( 1 -- r-' - - - - - - - - - \ / / 1 W WATER VALVE o� EE4691169 I � \ �`(/ \ 1 ^ / _ - - - - - - - - \� \ / ' f �, I \ J \ ` M 1 4 / \ r932.0�" r -\ \ \ \ 0 132 \ \ , Cp RAT � \ / � � \ / 1 � � m � FIRE HYDRANT STRUCTURE \931 0 `` E H // \ / �\ / `i INV=931.0'1 \ '?. / I I(/rl I I I I rn W \ BLE 70 ACCESS) ~ l / - _ - - --__= ypP / J 1 / �� _ � \\ \\ / �i/ I / � �932-0-- - - - - =� /NV 93j° 12» H INV=9 �9� 1 , I � p C.O. CLEANOUT ��/ \ o W/ER PVC _ 930.0'� \ - I \ i _ - - N = 1 1 I 8 I 2 > \ 2a.°. \I I I I II I I I CORNELL P/o 60221589 (R.o.) �! GAS VALVE CANOPY I I O N \ TAX MAP No. 62-2-1.21 \ DRIVE THRU ENTR.� \ I I I I �y .Or UTILITY POLE v� \ \ o OVERHANG F�JEL �� ASPHALT ` I I II m FUEL PUMPS �1 DRIVE & PARKING Cw / �OF o POST / �- I I I �= F- GUY WIRE PUMPS /'9 DJMPSTER �� //"GRASS" / SPEAKER 1 I I y I A� F_ /AREA I I�II{��i' 65 / ARESTER / �- I I I I I I I N Q DECIDUOUS TREE r O / / / �' ------�-- I I I I I I o LLI LID? I 1 G [) \ I 1 Oo ( +� 1 p \ I I I I I I � CONIFEROUS TREE a No. 301 O �VENTS 2.6' 24 CON ETE R 34 8 I III I O I/o BUILDING O \ FUEL TANK �� INV=932.6 II I � O 1v� �` \ \ I I � I N �- _- o I I I I t*,, SIGN LL^^LL/ I m EE=93 .8'/ O �/ 16" COOLER I li CONCRETE ' / // / I I' \ \ \ \ 1 � \ / 4/ F.D.C. ASPHALT PARKING I I Oo E.E=100.0 ENTRANCE ELEVATION o + \ 24 � � \ I I \ O I s , (�� \ 10" BUILDING/ / I I 12 O w / AREA 0.666 ACRES W r \ 1LID?I I 14" No. 1010 AREA=1.885 ACRES I I ,. X IRON PIN FOUND \ FUEL (29,012 Sq. Feet) I 82 100 Sq. Feet) I I I 111 1 N FUEL PUMPS • BURGER KING" / ( + e \ 14" RIM=934.2' I I 1 /� \ 0 \ I • / 1 N I TOP OF PIP FACE OF CURB I4.0't 0 CALCULATED POINT JLID? I CANOPY -931.0' - l ^�/ 24� \ 1 / v \ OVERHANG] I GRASS O I Ia I O O O O co co TRAP 0' \ H I I� BOLLARD oo N N v O v H _ n.�• Z 1 0 N N N N CNI` CNI` N N W O_ �_ N_ O_ M_ N_ Q KEROSENE / RIM 34 ISLAND l I I w O � T- O O 1-FUEL 0 PUMPS I \\ / // II ' E.E=935.1' I � � � I I? 11 11 1\ O O O O � O O O \ I / �- I I I I � RIMVAUL929.4' H V \ 1 (�// \ / I I INV. (SLY)=928.2' FLAG \ I INV. (NLY)=928.2' / / Z \ \ / POLE \ I I I 1 I RIM=931.3' / / / LU (n �- - -932.0' - o \ i I / 1 INV. (SLY��=928.0' V (� (� *BENCHMARK* ? �RAFFIc I�N • o� I I I I INV. (NLN)=928.1' H H Z P.K. NAIL ��J!! o \ E.E=935.1' + " 0 Z Z W ELEVAnON=932.14' y\2 PO \ SAPLING N ^ I H I jI " // 12 N 8T51 56 I E ` 3rS- �/ PLING �N ��Z o \ -- - / \ / ,o,V 73.96--\ !L 2 2 Q Q RIM=931.8' N j / / T `933 p'' - - � 16" APPROX. LOCATIONS W 0 0 () 0 W W \ c� _ OF BURIED STRUCTURE O Z` a�y �� CIO \ ' ,� ASPHALT WAL (UNABLE TOl LOCATE) ✓ I / 0 0 0 W y FACE OF CURB 1 Z Z Z O Z LU > SAPLING �_<" (' \ CONCRETE m W \ 2 \ 10' WIDE V-4 / i s\ / STEE Z W W V 0 0 2 2 co \ ' ER EASEME T p <" - -�s / Q > O LU LU co ry � � / �^-n J \ , z¢" INv=s28.1' Q W W z fn SE .� SE 169 / / / NN O� \ ` - / .�� \ \ CMP RIM=933.2' d z z W Z > > Z\ F-QU11g Ghr OF O - - - _ / / / \ - / s`V m / INV=928.5' O i By pCORNF(L ON AfgP qY • " 93 / c�c� \ \ RIVE THRU�EXIT / \FACE OF 01� / 06 Z Z F_ J a 0 13 0 \gN/FL epw f�� R ` 3,p _ / SAPLING ��"N� / \ ` I s - RB Z W W fn \\D4, o EDGE OF ASPHALT CU / W LU _ _ Z Z LU �j LU o RIM=931.9' \ m \ p 59g3 �/ / \ \ I - - - -932.0' - / / W � 3r 1L W 0 > > W _ _ Z H N _ g \ l / ??? \uio \ i , \ -/ - 12 HDPE INV=930.8' s930.1. 11 Z H H Z �m -�� 38.36 \ �^ INV-930.9 INv // \ oe� \ �o 0 W W O O w w w \ h / O W W y !L Z Z \- � � N 703633 W �� / m \ -s31.o'- ��, � \_�\ `P° / a a LU z LU LU O QAC �^ \ \ \ 1 \ - ASPHALT WALK / ///// 1 r�A"l ( \ 1L zO zO _ I 1 � TRAFFIC VANHO E NAL SrFEL \ - - - - - - J/ POLE \ � \ // /�v_93p7C Al, \ -- �� - _930.0_� �� \ \ �� I 'll� \ 75 > LU �\ ` 9a'•8' 13 �9?S- RIM= 9270 W - 931.0' - - _ DETENTION AREA / /// 12" \ o - '`/yip MAP REFERENCES; ,L T S fF MAp FNr Fqs \ �r -928_0'= y / l \ f/NSr No. / FMFNr \ \\ /N 925 / 1.)DIVISION OF LANDS OF CORNELL \ Fic s/G /�j' �No. PgRCFL \\ =` \ \ _-s3o.o'-�� UNIVERSITY...' DATED 9/23/1976 REVISED L ''•[ 0� j ?O4g4 21911982 BY WEILER ASSOCIATES. L O 2.)"MAP OF LANDS OF HORSEHEADS HOMES, ss'' 9 3j0 _ " I INC..." DATED 10/12/1978 BY WEILER -- O 5 _ ( o z ASSOCIATES. °'" ,� ~ w �` �`2-�� _ J\ %/ I rJ 3.) SURVEY MAP SHOWING LANDS OF CORNELL UNIVERSITY..."D ATED 811211998 BY T.G. v \ l r^' W 9.5 MILLER P.C. °* \ r INv=s2� a" HDPE, �� U Ln INv=92 V=930.1' Ma93?S' > > e aH. \\ \ `\ i 9'J2 0'/ 'RIM=931.7' /NV�924 T : W INV \ \ \ , `� Ri _ /NV,_ rT, W W w 0 30 60 90 925.r \\ ��( 9. srFEL amanoN or'nas W � � z � �o CONFORNIM TO SECTION ;�� SCALE i" =30' \ \ ,yj CERiFM.11IONS O NOTES: aM. \ \ ' �\FNT C p�� 1. HORIZONTAL DATUM IS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE \ \ FNrERL/N co> s eFaa 1►(E n z SYSTEM, CENTRAL ZONE, NAD83 THROUGH GPS REAL TIME OBSERVATIONS USING \ \ \ srrOF r > ws �j O w n NYSNET CONTINUOUS OPERATING REFERENCE STATIONS. 2. VERTICAL DATUM IS NAVD88 PER THE NYSNET CONTINUOUS OPERATING REFERENCE STATIONS. \tea REVISED 17 U O 3.) UNDERGROUND UTILITIES HAVE BEEN LOCATED FROM AVAILABLE RECORDS, FIELD LOCATIONS OF ABOVE TITLE: TOPOGRAPHIC MAP CERTIFICATION GROUND STRUCTURES AND ANY MARKINGS PROVIDED BY THE UTILITY AUTHORITY. THEREFORE, THESE LOCATIONS T MUST BE CONSIDERED APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITIES AND/OR STRUCTURES, FOR CORNELL UNIVERSITY LOCATED AT W I hereby certify to THE LOCATION AND EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. LOCATIONS, SIZES AND MATERIALS OF a that 1 am a licensed land surveyor, New York State License UNDERGROUND UTILITIES ARE BASED ON BEST AVAILABLE EVIDENCE AS NOTED ABOVE. VERIFY ALL UTILITIES N0. 1010 ELLIS HOLLO W ROAD W No.050096, and that this map correctly delineates an PRIOR TO DESIGN OR CONSTRUCTION. T.G. MILLER P.C. DD�� e� a actual survey on the ground made by me or under my direct 4.) IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE CONTENTS OF THE SIGNED AND SEALED HARD ' & NO. 301 PINE TREE ROAD supervision and that I found no visible encroachments either COPY DRAWING AND THE CORRESPONDING DIGITAL DRAWING FILE, THE HARD COPY WITH AN ORIGINAL STAMP ENGINEERS AND SURVEYORS way across property lines except as shown hereon. AND SIGNATURE SHALL BE THE CONTROLLING DOCUMENT. 605 WEST STATE STREET, SUITE A TOWN OF ITHACA, TOMPKINS COUNTY, NEW YORK ITHACA, NEW YORK 14850 M 5.) OUTLINE OF BUILDINGS SHOWN HEREON ARE THE AT GRADE FOOTPRINT. ARCHITECT TO VERIFY BUILDING 0) CVO SIGNED: DATED: DIMENSIONS PRIOR TO DESIGN OR CONSTRUCTION. www.rcMILLERPc.coM DATE: SCALE: w M so7-272-s477 11/30/2022 s221 ors 1"=30' Q CV Q J O O Z CV JiZ Q LD (%u z � Q� � o LO a aww Z H < n W J a o � x d Fa Q wo =ow¢ F Z F N Z W >w w N�w -O a N H W Z =0>-w N�Q N ©�(9 O Z Q-W O W>Z>p ZZ �(owN0 wo=oLL ' 20� SFzzoF ¢�o3�N Q<Z O¢U Z Q z °o¢ y 0 Z }�O ow¢�Ow wl w°z¢ d W(n QZOz�� NN'�i¢w a W p�Z O Ow Z> w W w,w H LL >Z-�n ¢¢ J w W 0 Z O(,wY >UOWZ� W d aow<¢Q Qo=¢in0 UTILITY & DEMOLITION NOTES: Z LEGEND 1. CONTRACTOR TO CONTACT DIG SAFELY NEW YORK (DSNY) 1-800-962-7962 FOR A UTILITY STAKEOUT PRIOR TO ANY SITE ~ Z WORK. � -- EXISTING PAVEMENT TO BE REMOVED V MATCH LINE, SEE 2.1 ON THIS SHEET 2 CONTRACTOR WATER, AND NATURALWITH H LOCAL ITYUTILITY PROVIDERS FOR ELECT - - i - pp U) W R M=928.9' 3. CONTRACTOR TO REMOVE ALL EXISTING WATER AND SEWER I- - - ----- EXISTING BUILDING TO BE REMOVED O Q Y FLu - ASPHALT PARKING SERVICES, UNLESS BEING REUSED, ALL THE WAY TO THEIR RESPECTIVE UTILITY MAIN. �/ O a CO CM " �A� FACE OF CURB I - I ----- EXISTING FEATURE TO BE REMOVED W F- a =O M \ T EXISTING 12 CMP PIPE TO BE REMOVED. o tU FACE OF CURB \ _ ^ W } Cl) a) z REMOVAL OF PIPE TO BE COORDINATED 933.0'_ V z \ \ \ \ WITH CONSTRUCTION OF UNDERGROUND \ / \ a/ 0 X , \\ DETENTION SYSTEM IN ORDER TO MAINTAIN FACE OF CURB I / I / \ I ----- PROPOSED CONST. STAGING AREA w O O \ EXISTING DRAINAGE PATTERN OF SITE I \ - W m w SILT FENCE, TYP. CONC/ \ AREA, WASHOUT I ASPHALT DRIVE / \\ a w = / \ \ T I I I / ZW LU ~ Q \ \ �- - \ - I � � / I / ----- PROPOSED SAWCUT W Z 0 U O EXISTING TREES TO BE REMOVED / F- O z = _ 1, - i EDGE OF ASPHALT _� / - \12" a m P m \ \ \ I FACE OF CURB ( J - - - I ----- PROPOSED SILTFENCE O _ Q w FACE OF C RB ` - - \ � / � RELOCATE EXILING 35 \ \ \ // ` - - Y/ 2 1- U _ MPH SPEED LIMIT SIGN \ 10 WIDE // _ _ - - / I I I 12 Y 12� SILT FENCE, I TV. 12' TO THE NORTH 1( \ ER EASEMENT110/ / /� r - - - \ / \ I / \\ I \ I _ _ _ _ _ _ _ _ _ _ \ - - \ \ REMOVE EXISTING i � 1� EEI469/169 \ � I I _ _ 1 SECONDARY LAYDOWN AND - - - - - - - -9322-- - - - - \ `� \ STORM SEWER / 1 1 I w LL L REMOVE EXISTING CURBING FOR \ /��EXISTING TREE TO I { CONSTRUCTION STAGING AREA, _EXISTING PAVEMENT, CURBING, AND OTHER STRUCTURE AND 1 J 0 PROPOSED DRIVEWAY RELOCAl10N. \ \ I LL BE REMOVED 1.' /\ / TO BE UTILZIED AS SITE T S RFACE FEATURES TO BE REMOVED \\ \ PIPE /� ( I \ I ( m CC 0 °w COORDINATE WITH COUNTY DEPT. CONSTRUCTION PROGRESSES / a, / ( \ I r G Z OF TRANSPORTATION \ \ \ \STRUCTURE / \ / \ / EXISTING ELECTRICAL ! - / \ I I I / \ I I I a \\ \ BLE TO ACCESS) E H H / / / WIRES CONDUITS _ _ _ 2 _ 0 0 w �( INITIAL PRIMARY LAYDOWN AND v \ I SIGNS- - - - - �/ HAP �I--- \ a a TES, F IN -9 9- \ I I c� a H a RELOCATE EXISTING PEDESTRIAN \ I\ y - _ CONSTRUCTION STAGING AREA /` I\ / I - REMOVE EXISTING ETC..TD��E REMOVED _ r I I •I CROSSING SIGN 10' TO THE SOUTH \ �E PV � - - _ PYLON SIGN - - n _ _ _3� PROVIDE INLET PROTECTION AT EXISTING L I �928 p \ �' ' ' �° GE GE / -\ I I II 81 I CORNELL UNIVERSITY (R.O.) CULVERT INLET DURING CONSTRUCTION \ � �.. P/0 602/589 ACTIVITIES \ EXISTING STORM SEWER \ =_L. I I I I I TAX MAP No. 62-2-1.21 \/ �' TO BE REMOVED I I I I I I I o p REMOVE EXISTING"CONCRETE / A N ASPHA TEMPORARY STABILIZED ACCESS / \ - / I i I I I I I I m D Z STRUCTURE AND 6 PVC PIPE / \ FUEL f, \ 'SO\ ' o / I P M -S DRIVE,,& DRIVE FOR HAULING ACTIVITIES / \ O o POST REMOVE AND REUSE DURING SITE DEMOLITION \ SPEAKER > I I I I D Q EXISTING STOP SIGN / \ / CANOPY AND /� "GRASS" / \ 1 I I I I I1 Z EXISTING BUILDING, O J CONSTRUCTION / // FUEL RELATED ITEMS TO BE REMOVED / 11 T \\ TER P' II I I III I _GATED STABILIZED / � 1 a ENTRANCE, TYP./ " / EXISTING TREES \ Ea , ` I I I I I i I II � ~ Z \ / / TO BE REMOVED \ I I I I Q EXISTING 4" SDR35 SANRARY \ cn SEWER TO BE REMOVED IN ITS DRI ENTIRETY TO EXISTING WYE \ 1/ \ RIM= 34.8 I I I I Q CONNECTION. CONTRACTOR T0: I FUEL ' \ INu-g32. EXISTING BUILDING AND REMOVE WYE CONNECTION AND' tom'+ VENT \ /) 24 CONCRETE RELATED ITEMS TO BE I I I I I a J REPLACE WITH PVC SECTIO -o ( \ REMOVED I I I I I 1 W O SECURED WITH STAINLESS STEEL o \ I\ \ / EXISTING / I 0/ CC REINFORCED FLEXIBLE COUPUNGS \ \ \ E. AND UST DUMPSTERTO /16 //, / / I y' I I I I a G o \ \ ( BE REMOVED W V \ \ C \ / 10' / / ASPHALT PARKING / I I I I 1 W p REMOVE EXISTING \ / 24' / LIGHT POLE BASE G ��. 10// / \ EXISTING PAVEMENT, CURBING, AND OTHER I / 14 I W/ SURFACE FEATURES TO BE REMOVED / ,�� 14 1IM=934.2' I" \ / \ I10P OF PIP C. FACE OF CURB I ILLJ ? 11b"1 / c\ /24'I 1.3' �; j OVERHANG �,,, /I - \ / � I � I ( w I GREASE \ I z O N N N O M N Q EXISTING KEROSENE �/ \/ TRAP ` ' I Q I U) 00 � o J► G' 1 PUMP AND TANK H I \ o 0 0 0 o 0 0 SILT FENCE, TYP. \ iv \� V �`� NE�� ' TO BE REMOVED 1 A I\ �� \ \ UErF ". Il \\I/�\ 1\VIM- 34 T- ISLAND l I Iwo I I I I H EXISTING 6" SANITARY \ 9 1 ' / \ / I I I I I z \ / EXISTING PAVEMENT TO REMAIN I I w / \ \ SEWER TO BE REMOVED IN X \\ \ / I I \ I VAULT m co / I RIM=929.4' P P z / MANHOLE Cn ITS PLUG EXISTING \ \ I / I I I I O z z w z EXISTING TREES \ \ / TO BE REMOVED / \°y\ ��T / I 1 I INV. (SLY)=928.2' cD w w w - / FLAG\ - MANHOLE WITH MORTAR F \ / / I I I \ \ INV. (NLY)=928.2' EXISTING SIGN TO REMAIN \ f�� POLE - - \ \ / - \➢ \ / I I I \ RIM=931.3' I / w O O OU O w w INV. (SLYI)=928.0' V a 0 0 t) w w \ MC SIGN �' °°F " n \ / / \ G,� \ ) I // I I I I i ) INV. (NL1� =928. 1 ' 11 z z z a Z w > \ �_ � - \` \SAPLIN�I l / \ C`� I ,mot- / H Io I t / Z iR iR O p z w I \ � \ J i Q / I Z w w U - H H Cl) a 4 O PLNG \ \ \ - - - - - - - - - �� / SAWCUT EXISTING PAVEMENT. \ / 0) \ 12 \ -j z z z j a w w Ln - / y. r \ I ii - - -ter a w z > > z APPROX. LOCATION- \ / \ EXISTING SITE FEATURES - - - J \ \ \ / / " O \ /2 / TO BE REMOVED \ // �ti�� , � \ �� / - - - OF BURIED STRUCTURE / I O Z Z w 3r w w RIM=931.8' � fi �`n � \ \ l � 16 � w w ~ Z o o v0-i / Z - \ /N ST _ - J 6 y- I \Z \ / ASPHALT WALK (UNABLE TO�LOCATE) I w � � a w O > j w �g/>8E� / \ FACE OF CURB I Z O0 O0 z z C9 C9 ONCRETE m� / LL LL 8'APLING'� / O w z 10' WIDE I / I c��Z \ ` / c„ \ w w cn a O O EXISTING TREES \ i �v c = \ 1 a a rn i / �� \ V v \ O �z \ \ w w w w \\ ER EASEMENT �\ l < \ Q Lu z v v \ \ 169 TO BE REMOVED `/_/ \ \ \ - - J G� o / a z z w O w w - - - - / DEMOLISH EXISTING 2" i \ \ / // \\ / z � � j o s - - _ WATERLINE. PLUG \ N L/ \ - - / °�F \FgCE / / O > > Lu EXISTING TEE AND \ ) \ \ FIVE H I Z - - OF C Fn w w z \ z&z EDGE OF ASPHALT C//�B � l w 09 0� PROVIDE THRUST 5,A�II>7 \ I - - \ \ �F e / BLOCK BEHIND PLUG \\ \ - - / RIM=931.9 /-\\ e \ \ / \ I G1 00 1 tU �1> M O 0/- `w7 > ��o �n \ \ // \ \ \\ - J \ \ 2„ H PE INV=930. \ INV=g30 // - QQ - 1 Q� \ z m \ \G `� \ sc / - �� \ s INV=930.9\\ - - - - \ - - - - - - - - - - i _ \\` \ �G / �I U C7 i { \ z \ SILT FENCE, TYP. - I \ P N z Ln SILT FENCE, TYP. � / � i � � � I ` 'n \ i // 1 \ G \ \ - - - _ _ ASPHALT WALK _ - - - - _ � j j �� II �C�l III 1 1 I 1�� \ Z W = v w " _ \ ,� I I III \ z N - -DEMOLISH EXISTING 4 WATERLINE. _^ M'9 /Nlr \ _ , PLUG EXISTING TEE AND PROVIDE g30.9 - - \ / ) I \ Z O 927 /` 9 2 - - - THRUST BLOCK BEHIND PLUG \ / / O W U INV=918.8' \ /� - - - _ RIM=926.7' \ NV=922.5 INV 92 - - \ \` / , 3 � W 9 � / W z \ w - - / - J i '/ / 27 01 -� _ DETENTION AREA \ _ i i i 12" � Z ZG \ \\ INV=919.9' RIM=929.2' �31.9 - - - £�CISNOCCO\ SFFRU41V \ � \ CMPLl � 75� � �� I S - - - _� - - - - i,i 'i � 14" ^ � O W o a � E�n FAO R \FF MqP N T FgSF /N J W� - I ST 1 /VT � 0 MF 925 L - - - \ W \ \ c FF/C �f >10 R. Ho AqR \ - 8 - s I - - g 3 10 \ O \cn INV1 918.8' Mq SlG qL \C CFI \ \ � - - - - - - - O W v \14" GRAPHIC SCALE m r^- v 0 20' 40' o \ \\ I - - - - - - EXISTING 10' - - � \ \ \ ` �1� _ a ' / lv RI =9 8. o H - \ ` \ SEWER EASEMENT �� \ \ \sus J \ ( I I �� 1 i(IN FEET) FE 20 ft as \ o CLn C�' \ \ I I v = EXISTING 12 CMP PIPE TO BE - _ v REMOVED. REMOVAL OF PIPE TO BE� \ W I c _ _ _ _ I =92 4 / 4" HDPE \ \ w 000 p CV COORDINATED WITH CONSTRUCTION \ \ c.ti. \ \ - -9 1$'- - 9.5 a N 11 OF UNDERGROUND DETENTION \ I c \ ( �_ j�-� _ w g a ' SYSTEM DRAINAGE DER TO MAINTAINPATTERNOF SITE \\ \ I c \ \ \ -NV - N St929.\ -930. 1StR/M=9\ Q a o CV Q \ / - \ wQ RIM=931.7' //vv a s o O o c \ \ \ LD n I INV_ 5 \ \ \\ / 24.6� / 9 a= � O MATCH LINE, OVERALL GRADING LAYOUT \ \ �� CENT Nzw z��N°w ��0 \ \ ESEN (J wUa F Qzx° cH. \ E ow aw1.0z �3a�n NORTHERLY ELLIS HOLLOW ROAD m c \ \ ` \ mow Qz�wN= -wzwLL CN C \ \ °N-J g¢ U. ~zz °F W ¢wSTORMWATER UTILITY SITE PREP/DEMO WORK j �z=.j0 =O 0 w Q wzw Z owLL 0 °, 3-2. SCALE: 1"=20' ac0 �� 5x w o��LL > J QJQQo a �aFn ¢�n0 ~_ CM) Z Z C� O U U) U) w Z I.- w WO a ) o � 04 o a o F_ O CO) � W a oL) >. W >_ CO) Z W 0 x Z w 0 0 1 I H w mwf- W Z OzM ZW u.l aWx I I U WZ OF_ 0 z 0 OF a W F- Q 2 LU I I w ~ — 0 U Z FACE OF CURB FACE OF CURB O Q A,FACE OF CURB FACE OF CURB a a I I ` I I GATED PRIMARY ENTRANCE/EXIT I GATED PRIMARY ENTRANCE/EXIT /DURING CONSTRUCTION TEMPORARY STABIUZED ACCESS DURING CONSTRUCTION / `I F-1 TEMPORARY STABIUZED ACCESS DRIVE FOR HAULING ACTIVITIES DRIVE FOR HAUUNG ACTIVITIES Z DURING SITE DEMOLITION DURING SITE DEMOUTION Z Q p J 0 0 0 0 0 0 0 0 LL 0 0 0 0 0 0 —H ' O O O O /A Z Q J O Z` 0 1 —� G / O w Q i I i W _ ii a AS J I J w N N w TO � N I I N N N N N N N N W T" I- O O O r N O M N LO 00 r- 0 O O O O O O O POLE ` POLE CO O O Z W CO CO ~ ~ Z Z U � � W Q Q GATED SECONDARY, LIMITED-USE / GATED SECONDARY, / a p ` ENTRANCE XIT, ` UMITED-USE o O L) v OU z w \ ONLY TO BE USED / \ ONLY ENTRANCE/EXIT, TO BE USED / z z z LU co o z z WHEN NECESSARY WHEN NECESSARY Z 2 2 O p z w w = _ \ v in p t- � co w w z z Z > 0 w w D a 3 w > > otS z z Q w 0' O W W w J Z a o Cn Z Z Z W LU LU > \ \ \ LU Z O O m Z 0 C9 C9 \ \ H H Z W Z Z W W fn d O O W fn fn W Z W W a z z w O \ O O in H04tOW R (R \ Fnww LU Q40 OAD \ w 0 110)\ \ 0LUT Z lolerslole\ v c7 \ loiki a Ln w r' U "' GRAPHIC SCALE GRAPHIC SCALE TRUCK ROUTING PLAN VIA PINE TREE ROAD 30 2 TRUCK ROUTING PLAN VIA ELLIS HOLLOW ROAD 3 6 � x oz —2. SCALE: 1"=30' (IN FEET) —2, SCALE: 1"=30' (IN FEET) w o 1 inch = 30 ft 1 inch = 30 ft V Q - Z 0C W I-0 � w Ln m 0 w a IL w a M 48 a T_� N II h 27.9�I I m z N Q WB-62 — Interstate Semi—Trailer w a ° Overall Length 69.000ft �Z � Overall Width 8.500ft a a D o O Overall Body Height 13.500ft a= O Min Body Ground Clearance 1.334ft a > w w • • • • Max Track Width 8.500ft Z 0 Max 65° Horiz Lock—to—lock time 6.00s a o N 2� 5 Max 10° Vert Max Steering Angle (Virtual) 28.40° 19.5 4 Ll 4.2 d w z 39 4 Z. 2.52.5 41 (� w~a ¢ x 2.5 New Z�=�� N N�z �o�Zo� �¢o=w ■ (n(D Oz¢gwo >z>❑ ®0w Ozow�. wmw�U 3 HAULING VEHICLE BASIS OF DESIGN a o Q=�w�= ~�F0LL (D�z ZN-?go .0,5, o }�o 0.LL<�2 w�u�- z, —2. SCALE: NTS o cn ~Z-O z � w N N i¢w CM) W Z °QLL °z�oFQQ wZw,W w zo ¢°wLL=w� Down= w �w�°�t —1 d a o a Q Q Q Q 0 x¢N 0 Z } H Z C� O tU 00 (1) w Q Z F_ LU WO a n o � CM o a o 0 MM W a� QO �- W } 0 .4 O x z O O WW w 0z < y aLU = \ \ WZ o 0z O Fa 33 w ❑ ❑ mM = Lu GATED PRIMARY ENTRANCE/EXIT GATED PRIMARY ENTRANCE/EXIT Q ~ \ DURING CONSTRUCTION \ DURING CONSTRUCTION F W O o � G Z W Of L a O O w _ a H a D • D • O Z 4° o• \ o Z .o a o W D Z w W F_ �� _ ♦♦^^ a i N N N N N N N N W LO ti 0 O O O O O O O H w Z \ \ 0 z z H z O Z Z z Z tU W W � W O O O W w o U U L) w w Z_ Z_ Z_ LU Z Z w w W OU O z w w = _ • ° • ° u� p t- i- u) \ Ln GATED SECONDARY (LIMITED-USE) \ GATED SECONDARY (LIMITED-USE) J z z w o > j \ ENTRANCE/EXIT, ONLY TO BE USED \ ENTRANCE/EXIT, ONLY TO BE USED a z z O w z w w z \ WHEN NECESSARY AND LIMITED TO \ WHEN NECESSARY AND LIMITED TO 6 w w w QJ z u� NON-TRAILER VEHICLES ° ° ° NON-TRAILER VEHICLES w z z a W p > > W � \ � • � � � O � w C9 C9 � Z z \ \ CIO CIOa. w z w w O O up-i HOQOw 'j HOQOw R� w w Oqp (R0� >>0 1RO� >>0\ w U C7 �{ � x W N W W o O 0C GRAPHIC SCALE GRAPHIC SCALE W � � TRUCK ROUTING PLAN VIA PINE TREE ROAD SOUTHBOUND 30 2 TRUCK ROUTING PLAN VIA PINE TREE ROAD NORTHBOUND 3 6 �1 � �4 z z cz"ic IN FEET IN FEET P-I V Q o a N-2. Ln SCALE: 1"=30' � � -2. SCALE: � ) 1 inch = 30 ft 1 inch = 30 ft Z � Ow n a. 0 w w w w a O N Z 37. 48 2 Uj O O CIOCV J 7.9 O O T m� z N i WB-62 - Interstate Semi-Trailer w a ° Overall Length 69.000ft z z � Overall Width 8.500ft a� � Overall Body Height 13.500ft a= ? O Min Body Ground Clearance 1.334ft a } w w • • • • Max Track Width 8.500ft z 0 a a Max 65° Horiz Lock-to-lock time 6.00s a. 10 4 17 4 Max Steering Angle Virtual X 2� 5 Max 10° Vert 9 9 (Virtual) 28.40° LL z 19.5 4.2 39 4 2.5 41 �Zw >,.s° °poa (� w U d F ¢z=Z. 2.5 New z�=-Z W. ow 9 oz¢g�o �i°z>o ®zz Zow�o wmwo� 3 VEHICLE BASIS OF DESIGN �Ow Q= w�= xa~Ww >.g0 OwLLQ�w w�u'- z' -2. SCALE: NTS aw(n ~ZOz WO <w CM) °QLL °z0o53 Zw=.W¢ w z 0 ¢°U w=w p w = w tow OU J z U J _ w o d Fao aQQQ Qo=¢wO � CORNELL UNIVERSITY (R.0.) Z ` P/0 6021589 f 500' TO TAX MAP No. 62-2-1.121 SERVE BUILDING ±413' TOVIA 40' ROAD PINE TREE SERVE BUILDING Z VIA ELLISF ° ♦ ♦ O CONNECT PROPOSED SIDEWALK 4HOLLOW ROAD -9 Fffll o .0 V TO EXISTING SIDEWALK MEET EXISTING CURBUNE -o cc Cn U) w ❑ EAST H I LL z 0 = Q z L w �^ �. 8' 22' 1 (� PLAZA PARCEL: \ ;� a w O o c N co \ t9.60 ACRES �^ - � . FIRE TRUCK (NOT TO SCALE) EXISTING BOLLARDS / OVERALL LENGTH 40 FT a w TO REMAIN $ - / OVERALL WIDTH 8.167 FT LLJ a O OVERALL BODY HEIGHT 7.745 FT '^ W >_ CO) rn Z / TRACK WIDTH 8.167 FT v X STOP SIGN AND ;t MIN. BODY GROUND CLEARANCE 0.656 FT � PAINTED STOP BAR N RECONSTRUCT EXISTING ISLAND C� � � � ' I III III7� FOR 24' WIDE DRIVE AISLE �+ / LOCK-TO-LOCK WIDTH 5.00s -p / MAX WHEEL ANGLE 45.00° W ~ Z O Z 2 DrLu TRANSFORMER / NOTE: W Z O z DUMPSTER \� 1. PER NYSFC (2020) 507.5.1, SPRINKLERED O a m DRAINAGE \ / W m TYP. ENCLOSURE 12 ENCLOSURE \ / BUILDINGS ARE HELD TO A 600' DISTANCE Q Lu r 1 �� STOP SIGN AND REQUIREMENT MEASURED FROM HYDRANT ;0 r Q \ rR, PAINTED STOP BAR EXISTING FIRE HYDRANT TO EXTERIOR OF BUILDING. O V _ M n PROPOSED UST'S r^ r`, t", t^, M m M Q N (1) 20,000 GALLON01 (2) 10,000 GALLON iq Ow ROgO ~ \ 30' R ARD� (RIO GRAPHIC SCALE F = O o EAR O 0 100' 200' o SACK 0 � � Z w f w ?� a (IN FEET) 0 O w d °O ° o — — _ �� 1 FIRE TRUCK CIRCULATION PATH 1 inch '°° ft a ° ° ao�o —� � — — �—T ° '' � •° °� — SCALE: 1"=100' oq < ° ° I C-3 �F ° N t 11 ° �* 8 0o .., STOP SIGN AND O I I 4 .y5• °ao ° /�° ° ° 0 0 �� PAINTED STOP BAR \ ° ° °° , a " Q� 1'L 1' GRAVEL ALONG ROLLOFF ° ■ a O • ° PAVEMENT EDGES STORMWATER CATCH ° ° ° r ° BIORETETNION \ BASIN, a o� a ° 39.1' 12 FILTER R8 TYP. ° • ° Z °a 15 PARCEL 1 : E.V. EQUIPMENT AND - R�), M 10. f 1 .49 ACRES CHARGING STATIONS / �y I O `�' ° /a \ THREE BOLLARDS WITH ° ?� PARCEL 2: \ ` ,',J ° �` 8a MOUNTED ADA SIGNAGE, 1 .�• / /4 f 1 .15 ACRES �o < TYP., SPACED go O.C. ° J o °a ° CO 10, 1.5' MIN. �3j, 2s' SPACING y _-945, 12 J TUBE BIKE FROM \ RACK, TYP. ° ° �\ co CURB • RAIL, TYP. a V O DOUBLE-SIDED N �� S. "'HG\ �, ��• TIMBER GUIDE 10 6" BOLLARD, TYP., ° M Ln Ln Ln Ln v v M M SPACED 6' O.C. Q 0 / �� o��o v T" 1- o v H \ a . Ij EASEMENT: S OUTDOOR O O O N O M N PATIO SEATING o 0 0 0 T_ o 0 0 AREA WITH f / ( f0.20 ACRES RAILING, TYP. / CIO ° 4 / I z W / j. 2 CIO~ CIO EXISTING ASPHALT TO REMAIN Z PROPOSED SIDEWALK \ S BURGEIQ . l 2 2 2 \VONT �o / STORMWATER .201 1 w O O Ov O w w TS C !� 2 // BIO FILTER ON / 4 o v v C0 v C9 C9 C9 W Q Q PROPOSED "� \k o�j Q l eYpgs ,_ l/ 12 z O Lu p z W W W FREE STANDING SIGN ® \ / �NF S -` % � / Z W W V O 2 2 16 Z ZO W W Z y � ° Z Z Z 3: Lu Lu W W W O >° Z O O M W F_ 0 0 \ \ PROPOSED a a °° ® R10' \ // O a z z LOCATION OF FUTURE TRAFFIC POLE W W CIO> tU tU W O O (BY COUNTY HIGHWAY DEPARTMENT) -. I� \ ?�� cn cn w Z W W YARD DRAINS, TYP. \ 9B, �: z ' °; R16 �- - - - - - � O w w W E=fl 0 w ZONED VFR `� \ �° a t STOP SIGN AND O TIMBER GUIDE as PAINTED STOP °' O0 W `r' M z \ RAIL, TYP. �. BAR O EXISTING ZONE ° LINE TO REMAIN, `J TRAFF-IC SfGNA WEST ZONING: VFR ZONED CC � Z � UAlVyp�E L EAST ZONING: CC \ ° ! / F--1 W W o O � \ EXISTING a, I---I Z w Z Ln CATCH R3 z O \ EXISTING BASIN O eV / l Z W O SITE CRITERIA CHECKLIST FIRE HYDRANT E�4S 12" rT, i�i W w z HO DRIVE-THRU lyi w PROJECT SITE INFORMATION B OW R ORDER BOARD 14" �"� C/� Z z00 ADDRESS 301 PINE TREE ROAD TRAFF O( 1 Q a TAX MAP ID 62.-2-1.13 & 62.-2-1.22 MANH�EGNAL W 0c TOTAL SITE AREA 1.49 ACRES* LAND USE *FAST-FOOD / GASOLINE 2 / CONVENIENCE2 BUILDING SIZE 6,000 SF PRINCIPAL, 2,259 SF ACCESSORY GRAPHIC SCALE m �' ZONING INFORMATION , 0 20' 40' °w ZONING DISTRICT CC & VFR \ w REQUIRED PROVIDED ��PEDESTRIAN CROSSWALK (IN FEET) MIN. LOT AREA 30,000 SF **64,900 SF - WITH PUSH BUTTON \ / 1 inch = 20 ft a CROSSING FLASHER MIN. LOT WIDTH 100' 201' O M Z MIN. LOT DEPTH 200' **216' Ift \ MAX. BUILDING AREA <30% LOT AREA 13% r a m O CD 04 BUILDING HEIGHT 36' 24'-0"3, 20'-3"4 FRONT YARD SETBACK 50' MIN. ***30.1'3, 74.214 m� z O ¢ � _ SIDE YARD SETBACK 30' MIN. 79.813, 127.714 \ N a REAR YARD SETBACK 30' MIN. 117.8'3, 32.614 / co O w z 0� (n PARKING AREA GEN. COMMERCIAL ZONES: a w O Q� � o a � J� c� z 300 SF PARKING ±20,000 SF OF AREA/100 SF OF COMM. PARKING AREA ~ U FLOOR AREA PROVIDED NOTES: \ w o w Z n w J 6,000 SF/100 SF=60.0 60.Ox300 SF=18,000 SF 1. OUTDOOR PATIO FURNISHINGS TO BE COMPRISED OF: U x 18,000 SF AREA REQUIRED (1) WAUSAU TILE MF1060 SQUARE 4-BENCH PARKING SPACE 180 SF MIN./SPACE 180 SF/SPACE INGROUND MOUNT TABLE (OR APPROVED EQUAL), a w z wZ LID Z w OZ OO�a O J w ¢W=�� N 3¢O U 1. ZONING REQUIREMENTS PERTAIN TO COMMUNITY COMMERCIAL (CC) ZONING (1) MF1061 SQUARE 3-BENCH INGROUND MOUNT ADA N 6 o?Q o ; zmo 2. ZONING REQUIREMENTS PERTAIN TO VEHICLE FUELING AND REPAIR (VFR) COMPLIANT TABLE (OR APPROVED ADA COMPLIANT ©zo w 5 z Z Z N o w o~ ' COMMERCIAL ZONING EQUAL) �U� ~ Ozz pwzowz 3. PERTAINING TO PROPOSED PRINCIPAL STRUCTURE J z z N J w Z° _°m o o° }qwo ow'�ow WNw_ z 4. PERTAINING TO PROPOSED ACCESSORY STRUCTURE 2. PATIO FENCING TO BE WAUSAU TILE MF5049 SG a w in ¢Z O Z F m w F *AREA VARIANCE APPROVAL REQUIRED FOR DRIVE-THRU COMPONENT DESIGN FULL FENCE PANEL (OR APPROVED EQUAL) a w o Z o°w Q> w w=o�a w (m) **UPON SUBDIVISION/CONSOLIDATION z o ***AREA VARIANCE APPROVAL REQUIRED d �aoa¢¢¢ ¢❑x�Oo a o <�pwc w> >Dowzx w w �� Z zo.tzl = GRADING PLAN LEGEND z MATCH LINE SEE ON THIS SHEET z C 4 - - -100- - - -- EXISTING CONTOUR c� o MH-2 OUTLET CONTROL V 0 R M=928.9 MH-3 ( ) 100 -- PROPOSED CONTOUR RIM=929.6 RIM=930.5 " ASPHALT PARKING w INV. OUT (12 )=922.9 IMPERMEABLE STORMTECH 0Cn � INV. OUT (12")=922.7 INV. IN (12 )=923.5 0 -- SEWER MANHOLE Q W „ _ UNDERGROUND CHAMBER SYSTEM Z � w INV. IN (12")=922.8 " BASIS OF DESIGN: SC-740 \ Y U INV. IN (6 )=923.0 72 TOTAL CHAMBERS �a ` ��// co \ ` I gsAhq TEMP. 12" INV. IN=923.8 TOP OF STONE SYSTEM=926.5 ," FACE OF CURB C/0 • -- SEWER/STORMWATER CLEANOUT a. a p N 97' LF 12" SICPP l T �R� TOP OF CHAMBERS=926.0 °j FACE OF CURB a 0 0 ? M 00.003 FT/FT VF \ # -°`' -- PRPOSED CATCH BASIN/DRAINAGE MANHOLE MH-1 (INLET CONTROL) TURF BOTTOM OF CHAMBERS=923.5 - _933.0 - \ / \ F_ 0 \ I TC=931.0 RIM=930.1 REINFORCEMENT FA(BOTTOM OF STONE SYSTEM=923.0 DROP CURB \ I > W a o V >. -- END-SECTION RIPRAP OUTLET PROTECTION �^ W BC=930.5 , I / \ / 934.0 � � v c� z \ INV. OUT (24")=923.6 MATTING ON ALL LO MATCH / \ LIR INV. OUT (12")=924.5 SLOPES STEEPER OS-3 / I I ASPHALT DRIVE / MATCH EXISTING \ \ - 0 X v z TC=929.5t INV. IN (15")=925.2 THAN 3H:1 V, TYP. I RIM=931.9 / I I / ` - w 0 W O BC=929.Ot \ // - - - - - - (E) INV. IN (18")=928.9 934.3t F_ W M w � N I -(W) INV. OUT (12")=928.9 // I \ // HP=934.4t \ -- PROPOSED TURF REINFORCEMENT MATTING W Z O Z Q 43' LF 12" SICPP / �_ - J / (NW) INV. OUT (18")=926.1 I ,I EDGE OF ASPHALT \12„ ON ALL SLOPES 1 V:4H OR STEEPER Z W W a v = O 0.003 FT/FT / `I - - - WEIR OVERFLOW=929.5 _ - - - - - - I - / \ WZ OF_ 0z 96. ' - ( - - \ TC=935.4 \ \ /' /- \ MEE -- MEET EXISTING ELEVATION a m L m 6 - \12 BC=934.9 1- i / 1 Q w DROP CURB :. - - - / \ // / l935.5r Q (/ `� \ / \ - - - - - - - - - - - - - - � � \� I , � \ I I � _- SPOT SHOT ELEVATION � O C) _ MATCH= I � 929.5t _� \\ \\ TC=935.5 M /� ' S r /I f \ \ I I BC=935.0 -- BOTTOM/TOP CURB SPOT SHOT ELEVATION w A/ LL �0 DROP CURB / \ / - - - )// I I / I I o LL 0 929.9 \ y I \ �\ \\ i I // g3� - - _ �j/ // I/^ mil III 1 _ \ \ I •I C L) a \ _ _ _ DROP CURB \ r - - �39 - I \ \ - I � / - - - � � J 1 \�� I I I uj a 0 a I Q I o - \ / - - - / - I 1 8 I CORNELL UNIVERSITY (R.O.) 23 LF 15" SICPP 0.004 FT/FT = \ I ° DO \ \ \ \ // / 934.7 BC=934.4 334.7 HP // / \ I I 1 III II I I P/0 602/589 \ / PRETREATMENT ° / CB-1 / I I � TAX MAP No. 62-2-1.21 MATCH \ Q \ F&G-932.7 TC=930.5t \ BASKET Q / ° I •O�o INV. OUT (18")=929.4 - BC=933 3 ,934.8 934.4 I / BC=930.Ot V I ,. / - - i I I <> \ � l °Q / / / / 934.8 HP // II I I I I / \ p ``�,' 1_ 931.7 Q LEADER Q l _ I I I ` D (24" DIA. DRAIN BASIN) / \ R. \ I ST l\ CONNECTION °� F&G=932.6 / TC=934.5 934.3 \ I I I I 11 F&G=929.3 / \ I I\ DROP CU�t INV. IN (18")=929.3 / (N) INV. OUT (15")=925.3 \ \\ 930 9 / Q " _ BC=934.0 934. \ I I I I I I I Z (E) INV. IN (18")=925.4 / INV. OUT (18 )-929.2 932.9 (S) INV. IN (6 U.D.)=925.3 / \ \ \ \\ \ " 105 LF 18" SICPP / °U o ° / I I I IIII I J \ \ O 0.003 FT/�T 0 / n TC=934.8 \ I I I I I I I a S BC=934.3 " _ � \ T 67 LF 18 SICPP 932.9 O 0.010 FT/FT ' \ 4 C/0 I \ 932.9 / BIORETENTION FILTER-1 (BF-1) BC=932.4 T / 933.0 Ha // // � y? WITH IMPERMEABLE LINER $ \ \ ) / 29 LF 18" SICPP 1 FILTER ELEV=928.8 �o \ 932.9 �- � I I 6" UNDERDRAIN (U.D.)=925.3 �� \ \ \ - S� ( O 0.003 FT/FT ASPHALT PARKING OVERFLOW=930.0 t�+ \ \ \ ' C=933• \ • • \ 932.9 © " -ES-2 0 / \\ 1 �� I / TC=935.0 934.2t I I I I INV. OUT (12 ) 928.8 -� 932.9 BC=934. / \ I / I 932.s/ \ 934.3t I I I III \ I w PROVIDE RIPRAP 933.0 \ OUTLET PROTECTION CB-3 \ / \ PRETREATMENT UNIT #1 932.6 \ TC 933.0 I \ 1C=933.5 / END CURB I 22 LF 12" SICPP HYDRO INTL 3' DIA. FIRST \ ` \ / \ \ BC 933.0 I BC=933.0 I FLUSH I / I I I I \ \ \ O 0.004 FT/FT DEFENSE OPTIMUM, \ \ TC=933.8 932.8 I \ 1 1 b" �, w FACE OF CURB I W I � w x OR APPROVED EQUAL) o / \ 932•9 BC=933.3 DROP URB I� l = F&G=931.5 / FFE=933.1 933.0 \ I z � INWS (12")=928.88 \ - I o 0 0 LO v v CO) CO) TC=933J5 ACCESS I \ N N N N N N N N w \ BC=93 0 ['. TC-934.8 \ t o I o N N v T" i o v H %P.A 933 933.1 �' C/0 BC-934.3 EASEMENT: ISLAND l I I w I I \ I CD CD CD CD T- � n M 0 p 8 LF 12" SICPP ` \ TC=934.5 t I f 0.2 0 ACRES / I o I I o 0 0 0 o 0 0 O 0.003 FT/FT \ BC=931 .0 / I - / // I II 931.9 ! 933.1 I I / I TC=933.5 I / I \ / \ \ \ / IBC=933.0 / / I I I I VAULT CO ES-1 r I / \ RIM 929.4 INV. OUT (12")=928.8 N 931.8 / - - I I \ I co co H INV. (SLY)=928.2' � y PROVIDE RIPRAP \ TC=933.6 / 4C-934.4 / I \ INV. (NLY)=928.2' 2 P P z OUTLET PROTECTION \ �'�, _ - BV BC=933.1 \ TC�933.7 I IBC=933.9 // I I I \ I RIM=931.3' O0 w w Lu w \ " R 1 BC=93 .5 / I I I INV. SLY =928.0' 6 ROOF LEAD OORD• 932.8 BC-933.2 I / - I, I� I I 2 ( II� w O O 0 69 LF 12" SICPP 1 \ CONNECTION, /) INV. (NLN -928. 1 ' a 0 0 v w w O 0.004 FT/FT AWITH MEP DRVNNGS DROP CURB 933.5 932.0 / I / / / 1°` / / C9 C9 C9 CO \ 0 �� / - - - 933.E / \ / �@ z z z o COQ Q \ o NYLOPLAST BASIN-2 (15" DIA.) \ 12' w w WITH DOME GRATE FFE=933.1 / i 933.4 i \ I i� \ - - z R R OU 0 � _ _ i z w w - PRETREATMENT � � co • / cn F&G=931.7 / / / / O " 932.2 GABION BASKET BIORETENTION FILTER-2 (BF-2) - 16" APPROX. L( J z z z 0 w w D (N) INV.IN (6 ) / ` TC-933.5 I / FILTER ELEV.=931.4 / OF a z Z (E) INV. IN (12 )-929.1 / TC-933.5 I " ASPHALT WALK (UNABLE TO O O 0 w 0 (NW) INV. OUT (12")=929.1 / 932.3 - BC=933.0 BC-933.0 I / 6 UNDERDRAIN (U.D.)=928. o6 z z J Q o 0 W \ \ TC=933.5 EMERGENCY OVERFLOW=932. Cj w w W Q Z w w CO FFE-933.1 r C=933.7 BC=933.0 z w / • \ FACE OF CURB z z w w > s O S 932.8 \ BBC`--933.2 1 933.5 / \ w a w 0 > > w � / Z H d' \ w / OS-2 �� ", \ z O O z w C9 C9 (8" DIA. DRAIN BASIN, SEE DETAIL 5 ON SHEET C-11) �OQ a \ / 0 w w in O a O O - - F&G=932.2 \ a a CO 22 qN \ TC=93 .S` 93$� INV. IN (6" U.D.)=928.1 � m \ / 0 0 w z w w s - - - ~ 0 ROLOW \ - - - - INV. OUT (12")=928.1 AC / a z z O \ ` - BCg9 3.0 ti / \ \ C=932.5 _ /' EDGE OF ASPHALT - - - E OF CURB / 0 0 co 60 LF 12" SICPP - 932.5 - - � cn D > °y \ O 0.003 FT/FT 932.4 ROP CURB \ \ BC=932. - - - - - - / 0 w w z w SIf \ -932.9 - - - - - / \ _ _ BC=932. _ - - \ Lu z -931.5 / 0 - - I < \ \ m� \ \ \_ / / / r ^BC-SAI. J 2" HDPE st INS- - - - - - - - INU_930 c�z TC=934.0 LP=932.4 R'0� - - INV=930.9' / - _ _ - - - \ �� \ o rn o L CO) 0 °ti o m BC=933.5 -CURB USH O \ NYLOPLAST BASIN-1 (15\ 55 LF 12" PVC O l _r` - - - O 0.004 FT/FT - - ASPHALT WALK TRAFF/C NTH DOME GRATE \ \ - - \ �� I I I TRAFFIC MAIVyO EGNAL w F&G=931.8 - - - - - - - - - - - - - - - - - - j j j J I 1 \ I �� cv s POLE INV. IN (6") %� \\ - - - - - - - - - -- - - - - - - - -_- i i \ \ �� 1 I / W o O N \ o. INV. OUT (12 )=929.3 / /iVV\930. , � �\ - MA'TC+F - - � � � � - - - - - - -_- - - -930.8 J %0' / \ \ / �/ I I l h--I W Z n U 2L NEW 12" DOWNSTREAM ti - �� STORMWATER CONNECTION \2�8 sr \ NEW INV. IN (12") = 927.9 � 9 MATCH INV. IN 12" 922.5 \ 930.6t - 9 �� DETENTION AREA \ i / 12" l C7 0 U ( )= / MAT - - J = � '/ / 2�0 \ i i / // Z W O G o w _ - - - w RIM=926.7' NV=922.5 - -93�•� - - - - - \ 930.Ot � �2; - - - - - - - ° - - - US110LOW � \ � ��75 - _ �� ( -� - - - - - -� - - - � ' � � 14 z w �o Z 040 \ \ / -- - � 928�_ - - �� ' � / ^H � O ono L c F �RpU ' 925.g - s l L I - - - - - - J3� \ I-•--1 W o cv MAF/C SlG AL 1�0� TCH - - � - - - - - 10 \ 3 Q z 000 STORM/SEWER CROSSING w I \ - \ W c 92 \ - S CONTRACTOR TO VERIFY �'_ - \� \ w \ - ' - - 1 4" Ol n DEPTH OF SEWER PIPE PRIOR TO CONDUCTING PROPOSED WORK N 6 v - / C GRAPHIC SCALE m a co I GENERAL NOTES: ° �� \� = I I 0 20' 40' ' I a 1. STORMWATER CONNECTION FROM MH-2 UP TO THE c � - �\ I �Q (IN FEET) a s y Z RI =9,)8 PROPOSED CONNECTION TO THE EXISTING COUNTY - v0 0 ��'�_\ `� I / / n I 1 inch = 20 ft / o c CATCH BASIN ON ELLIS HOLLOW ROAD ARE TO BE G - - - ? = = - ° uo MAINTAINED AND REPAIRED BY OWNER. ° ` � � I � - _ _ � �\ 4\' HDPE \ N W I 2. CONTRACTOR TO PROVIDE CONNECTION TO G \ ( - 1$ -az\ O M O 04 00 CD DOWNSTREAM STORMWATER SYSTEM AND INSTALL \ - - st W " N I MH-2 AND MH-3 FOR SEDIMENT BASIN OUTLET G / - - N1L 929. a o PRIOR TO COMMENCING MAJOR LAND GRADING \ ¢ u O I °.y. \ RIM=931.7' m a z N ACTIVITIES. c \ \ \ g�57. a o 3. CONTRACTOR TO UTILIZE NYLOPLAST DRAIN BASIN c INV-925.2 \\ \\ \ I� z¢a co o O c I OR APPROVED EQUAL WHERE NOTED ON PLAN. \ >� a w w Z O \ = F z ' w w \ \ O Q 7\FSF/V7- C a o MATCH LINE OVERALL GRADING LAYOUT LL �z \ \ \ (� W-w z ¢zxo G,\ \ \ \� NF W Zr1y�w mw''< NORTHERLY ELLI HOLLOW R AD OJ W W o�S O SO N Z UZO- --wz-0 U' �zQgwO N>Z>p ®ZZ �ow>° w'WOLL H O W0:5 < �zcn w�T J2F W ' STORMWATER UTILITY CONNECTION =gJ ow<Z'~ ¢wo30N 2 OVERALL GRADING LAYOUT o¢JZZZ oWQ�Wo a z go xo omF O O w LL¢�W W�W LL I �F O w W N OWc� ��zo'y wF�mFSCALE: 1"=20' C-4 SCALE: 1 =20 z- w wz0aw o o�F=Q Jw=� `zO ¢'ww ?�W = w (m) a NWT°�wz ZowtoLL x a r a o a¢¢¢ ¢❑_¢w O � 1 EROSION & SEDIMENT z Z MATCH LINE, SEE c'-5 ON THIS SHEET CONTROL PLAN LEGEND z o \ \ \\ RIM=928.9' _ MH-2 - - - - -- EXISTING CONTOUR = V 0.1 INV. N3(TEMP. 12")=923.8 955 -- PROPOSED CONTOUR Q Z H w \ 2 PROPOSED LIMITS CONTRACTOR TO SEVER AND CAP 12" PIPE -- TEMPORARY SEDIMENT BASIN O Y V OF DISTURBANCE AT MANHOLE PRIOR TO CONNECTION OF ` a - CONTOUR C�/ O a F_ \ UPSTREAM UNDERGROUND CHAMBER SYSTEM �� \ \ w U o N g33.0 - \ -- PROPOSED LIMITS OF DISTURBANCE a 0 0 M ' \ I MH-1 r I I I/ II // `\\ -- SILT FENCE �./ W 0Lo Lo Z Al RIM=930.1 I ` - - \ LL / - END-SECTION RIPRAP L 0 Lu O � CONCRETE WA T \ / I I SILT FENCE, TYP. - � W m w � / � � // I \ / \ OUTLET PROTECTION W Z Z 2 AREA \12" -- PROPOSED TURF REINFORCEMENT Z W W a V = STABILIZED CONSTRUCTION _ _ �� _ I\ \ / i - MATTING ON ALL SLOPES 1V:4H OR Lu Z 0 O Z ENTRANCE, TYP. ` o 0 0 0 0 / - \ \ I // / /- \ STEEPER - 0 m " // / ,�, - \ -- CONCRETE WASHOUT AREA 00. Q TEMP. 40 LF 12 SICPP O 0.005 FT/FT / \ Lu T 1 1 \ - - - - - - - - - - - - - - \� I �i \ I I I � U _ / o 0 o PIPE TO BE UTIUZED FOR TEMP. SEDIMENT/ \ / \ _ - BASIN DURING CONSTRUCTION ACTIVITIES \ / \ / \ / - - - - - - - \ \ \ / I I \ m M = ( I L -- STABILIZED CONSTRUCTION ENTRANCE TEMP. 24" RISER PIPE WRAPPED IN I / I ( / \\\ \ I i / / f \ \ I r o w LL a o _. \ FILTER FABRIC OVER WIRE MESH / / I - ° - \ WITH 1" PERFORATIONS BETWEEN 1 \ � / \ \ - - - - J - )// / I I �I I (/ \ I I F CC O o / _ _ - - - - - - - - �// / I/^ I I \ \ I -- DRAINAGE STRUCTURE WITH DROP G Z w - \ ELEVATIONS OF 928.5-929 I \ / - _ - �/ / I \ - .I I INLET PROTECTION w ?j a \ TOP OF PIPE ELEV.=929.0 \ �� \ I �3�_ _ _ - - - - - - - - - I \ 1 n A TEMP. SEDIMENT BASIN (ELEV.=926-930) 1 - INV. OUT (12")=924.0 I ` - - - / l 1 I I w SEDIMENT STORAGE ELEV.=926.0-927.0 (1,487 CF) \ �� \ © �o• \ \ ` / / / / \ I I I I I IL DEWATERING ZONE ELEV.=927-929 (4,852 CF)\ \ ° SEE DETAIL 5 ON SHEET C-13 FOR CALCULATIONS . \ \ \ \ \ \ i °0 PROVIDE COMPOST FILTER SOCK DROP \ `..INLET PROTECTION, '' I 000 � � � - / / - � I SILT FENCE, TYP. I I I TYP. H BIORETENTION FILTER AREA TO BE \ p 00 EXCAVATED AND USED AS TEMP. SEDIMENT BASIN DURING CONSTRUCTION. \ \ \ST / I I� - I �-- W CONTRACTOR TO REMOVE DEPOSITED \ \ \ I \ °4 PROVID COMPOST / * SEDIMENT AND CONSTRUCT BIORETENTION \ \ O FILTER SOCK DROP FILTER ONLY AFTER UPSTREAM AREAS \ "V \ \ I \ \ \ i INLET PR TECTION,; ARE FULLY STABILIZED ` " \ \ \ TYP. �- / � I &G3931.5 \ \ I III I Lb 'A° \ \\ \ \ I I I sT \ / F GCB-=932.7 _I II I I II y a / 1 c\ \\ \ \ I F&G-932.6 PROVIDE 4 OF RIPRAP OUTLET / \ \ / / l / I I I I \ I I F LLu PROTECTION AT END \ X / \ I \ I I / I I I I \ I I w SECTION / \ \ \ I I / I I w I "� I Cn w x SILT FENCE, TYP. \ / i �, I z Lo le le Co N N N N N w to I o N N Q o H ft9ii Ld� � � le T � � ti o �,mIo I I I o 0 0 0 o 0 0 \ / Co // ` \ \ / _ - \ / / II I / PROPOSED LIMITS // I I I I I RIM=929.4' z OF DISTURBANCE / I I I I INV. (SLY)=928.2 / L Co INV. (NLY)=928.2' Co Co Z H a / / I I I TEMP. SEDIMENT BASIN (ELEV.-930 932) I I I \ I RIM=(SLYI) / Ov w w 2 w \ \ R I I INV. (SLYI)=928.0' � � � SEDIMENT STORAGE ELEV.=930-931 (404 CF) I � DEWATERING ZONE ELEV.=931-932 (1,344 CF) - / 1 I I I I ) INV. (NLh =928. 1 ' / w O O Ov O w w \ PROPOSED LIMITS - / o v v W < < OF DISTURBANCE \ , j ` / l l - - - - / I SILT FENCE, TYP. / / // @� r / 12 O O O w � w > \ �y / / / \ o) \ J / z z z o z Lu r \ I �ii � - - z w w L) m m BIORETENTION FILTER AREA TO BE EXCAVATED / / 18" APPROX. L( / Q w w z N O w w AND USED AS TEMP. SEDIMENT BASIN DURING - - - OF BURIED a z z w z > > z CONSTRUCTION. ASPHALT WAN (UNABLE T& / ,� Z Z 0 w 0 \ \NYLOPLAST BASIN-2 / - 1 CONTRACTOR TO CONSTRUCT BIORETENTION FILTER w w z vn F&G=931.7 1 /I \ \ / I ONLY AFTER UPSTREAM AREAS ARE FULLY \ FACE OF CURB z z z w w w � PROVIDE DROP INLET s I S /% \ 1 STABILIZED \ / w a w O > j w PROTECTION, TYP. I `( \ / c n z O O � z _ _ \ \ CONTRACTOR TO INSTALL TEMP. 24" RISER PIPE IN Q� = \ / � H H z Lu 0 0 O w w w i - LOCATION OF OS-2 DURING UTIUZATION OF TEMP. O rt= \ O w w C0 a O z \ r \ SEDIMENT BASIN. / 0 0 - c _ - _ ✓ - l ` a a a a RISER PIPE TO BE WRAPPED IN FILTER FABRIC OVER WIRE �� \\ / w a a z s / MESH WITH 1 PERFORATION SPACED 6 O.C. BETWEEN \FAeE ll a z z w 0 w w ELEV. 931.5-932.0 - - - �F R l 0 0 T - - TOP OF PIPE-932.0 cU B �` / z0 > > w \ 0, ` / INV. OUT (12 )=928.1 - - \ \ / w w \ 1 0 1 a a _ - \ - � / / fA Lu o a s 0/_ i - - - - - - - - /// \ z \ \ / o o a INV-930.E 930.1 / 12" HDPE 5t� ` \ INV= // �o \ Q� \ INV=930.9' \ / \ - - O \ - / / i \\ o o to Ln CO) 0 \ \ o 0 0 0 - O NYLOPLAST BASIN-1 SILT FENCE, TYP. \ \ - - r ? o F&G 931.8 - - - - - - w PROVIDE DROP INLET / 4 0 0 \ - - - - - - - - - - - - - - - / ��j� \ J 1 I I III �� cv PROTECTION, TYP. / q j, C / �NV` a� o T, - / - - - SILT FENCE, TYP. _ - - - - -__ -930_8� / �/) 2� NEW INV. IN (12") 927.9 278. / - - - - - - - - - -- - - - - J9�g' \ \ / // / / Z w ZLn oo PROVIDE DROP INLET o / rn PROTECTION TYP. / ENTRANCE, TYP CONSTRUCTION i / i/ / 92?0 " - w _ _ - -/ - RIM=926.7' NV=922.5 / \ / - _ _\ / / / � W W �r-� z �VSHp<<0' \ � P� 1 ��75 - - T ( - � ' � 14 C/� Z vz Zo Ap (RpV\ \� > INV_ i l L r - - - - - - - / ^ W w � � \ _925-g- \\ \ \ \ I\ , - _ -g3(36 - 0" \ 3 I--� Q 00 \ - \ \ - - - O �W n w " w GRAPHIC SCALE m I - ` _ ( 0 20' 40' °w EROSION AND SEDIMENT CONTROL NOTES: \ \ �� \ - \ \ I I/\ I a 1 I 1. DEPOSITED SEDIMENT WITHIN SEDIMENT BASIN IS c - - I (IN FEET) w RI =9�8. TO BE REMOVED PRIOR TO FINAL CONSTRUCTION \ - - v0 ` \\ - - J `/ n I 1 inch = 20 ft a a \\ OF BIORETENTION FILTER AREAS c - - n / uo 2. CONTRACTOR TO INSTALL BIORETENTION FILTER INV=92 4 /� 4" HDPE `r` I MEDIA WITHIN BASIN AREA ONLY AFTER UPSTEAM \ - -' $ - - �� _ .--929.5 O M N I AREAS ARE FULLY STABILIZED. c \ \ \ J� ENV, ! 00 G O N 3. CONTRACTOR TO PROVIDE CONNECTION TO _ - st w M N II I DOWNSTREAM STORMWATER SYSTEM AND INSTALL \ h `/ / 9929 aco O MH-2 AND MH-3 FOR SEDIMENT BASIN OUTLET _ > \ \ RIM= 1.7' m Z PRIOR TO COMMENCING MAJOR LAND GRADING c \ \ \ g320 as o N ACTIVITIES. lNV_ z _9252 C I \ \ aw w z 0 z \ \ OIL cai \ U LL MATCH LINE, OVERALL GRADING LAYOUT w \ \` L0zW >xw oz' OZWF \ / (�d wF a Q =o O J w Q w U Z O 2 Q O U NORTHERLY ELLIS HOLLOW ROAD ®zz pzow�° �Y?Yo c�7w w,� wm wLL 1 S O J ¢F W?p F Q U O U zo STORMWATER UTILITY CONNECTION 2 OVERALL GRADING LAYOUT �Jz o�oZgo wOQ <w ��o ow<� 2 www�o'z¢ F� ¢o w w'�'n- ¢' C-5 SCALE: 1"=20' C-5 SCALE: 1"=20' a LL g o z o ¢` J~o w w~ w Udw g owwzi ww=.w¢ ~ Zo ¢°ULL=w� �pw = w �w��-}G -}G p LL x d Sao aQQQ Qox¢�no Cl) GRADING PLAN LEGEND z MATCH LINE SEE ON THIS SHEET z C 6 - - -100- - - -- EXISTING CONTOUR ~ O RIM=930.1 ASPHALT PARKING - V Q 7 MH-2 N R M=928.9' 100 - PROPOSED CONTOURCn L) WATER/SEWER INV. IN (TEMP. 12")=923.8 " Z w 2 ICONTRACTOR TO SEVER AND CAP 12 PIPE ` O O Y V TYP. AT MANHOLE PRIOR TO CONNECTION OF ` \ G -- PROPOSED GAS UTILITY o�/ FSEPARA-60N, y UPSTREAM UNDERGROUND CHAMBER SYSTEM \ W a = N \ 9LT FACE OF CURB ST -- PROPOSED STORMWATER PIPE Q o FACE OF CURB a O O V 0 M I W -- PROPOSED WATER UTILITY F- a o 0 � FACE OF CURB �11 W � z 4AR MH-1 ASPHALT DRIVE V W O X z RIM=930.1 %� -- PROPOSED SEWER UTILITY �/ W 0 w O -- PROPOSED TYPICAL SEWER CLEANOUT W \ �� LLl QzQ EDGE OF ASPHALT " Z W a w x 12 O -- PROPOSED SEWER MANHOLE W Z O L) 0 I 12 Q O -- PROPOSED TYPICAL GREASE TRAP O a m F m a LU UTILITY NOTES: U w 1. CONTRACTOR TO CONTACT DIG SAFELY NEW YORK (DSNY) I c� 1-800-962-7962 FOR A UTILITY STAKEOUT PRIOR TO ANY SITE - FTJ WORK. w LL O O I 2. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY PROVIDERS ~ 2 Z °w C FOR ELECTRIC, WATER, AND NATURAL GAS UTILITY CONNECTIONS. W ?� a A 8" 3. PROPOSED SANITARY SEWER LATERAL TO BE 4" SCHEDULE 40 m O m I a O a a oOo AS NOTED ON THE PLAN. o I \ 4. PROPOSED WATERLINE SHALL BE 4" DUCTILE IRON FROM THE \ 0 p p MAIN TO THE BUILDING SERVICE TEE. o ° ° •goo \ 5. PROPOSED 2" WATERLINE SERVICE WILL REQUIRE A TAPPING \ GQ oa SADDLE BOX F202, FORD MODEL FB1000 BALLCORP TAPER \ 0 0 I THREAD INLET BY QUICK JOINT OUTLET CORPORATION STOP, ° FORD MODEL B44 FULL PORT BALL VALVE CURB STOP, AND 00 12 BUFFALO STLYE, SCREW TYPE CURB BOX WITH CAST IRON LID \ MARKED "WATER", PENTAGON NUT, OPERATING ROD, AND CENTERING RING. Z � \ Q \ CB-3 ST �o FdcG=931.5 o � ID� c I ST F CB-1 932.7 / J y GJ► ST CB-2 ASPHALT PARKING F&G-932.6 Q / PROPOSED NATURAL \ \ GAS CONNECTION, \ w COORDINATE WITH \ FACE OF CURB � 10" _ NATIONAL GRID AND \ w MEP DRAWINGS \ z 0 \ \ N N N N N N N N w \ O O O r N O cM N ~ �933 1* \ r ISLAND w I n n v T o oo i 0 O o 0 0 0 o 0 0 z // I` VAULT 4 Z� RIM 929. N / INV. (SLY)=928.2' w 2 Co ® / INV. (NLY)=928.2' Co Co CIO O z z z z / RIM=931.3' L) w w w w 4" WATER SERVICE, COORD. B(/�`ER o INV. (SLY)=928.0' 2 2 < TRAFFIC WITH MEP DRAWINGS LNG J 1 INV. (NLY)=928. 1 ' a2 2 0 O w w LE INV.=t929.6 / p O O c� L) w w WATER/SEWER / to Q Q \ = SEPARATION, TYP. WATER/SEWER j / �°� 12 z z z O Z W > > � w �_ SEPARATION, TYP. �°' z O z w w C / / z w w v N Co // 16" 0 P BURIED a z z p > z > > z \ RIM=931.8' WATER/SEWER 2 (L z z > z w w INV.=t929.1 T SEPARATION, / ASPHALT WALK (UNABLE TO ,� z z Q 0 NYLOPLAST BASIN-2 �ivV\g/ EEL C INV.=t929.1 % TYP. / w w J z FdeG=931.7 �8' • FACE OF CURB z z z w Lu Lu > PROVIDE DROP INLET �i s O S w a w O > > w PROTECTION, TYP. _ \ O z O O z w \ DMH-1 Cl0 C/0 PROPOSED 1-1/2" WATER �� rt a W W � 0Lu a O O 4" INV. IN N =929.3 0 4" INV. IN (E)=928.9 s N �RRANNNGS OORD. NTH MEP l� F a z z Lu O Lu Lu 4 INV. OUT (S)=921.2 \ EDGE OF ASPHALT AGE OF CURB Cl) 0 0 Co L9 4" X 1-1/2" REDUCER WITH THRUST �` z w o '> �� INV.=t920.3 BLOCK, MIN. BEARING AREA OF 2.2 w w SF REQUIRED � RIM=931.9' T, PROPOSED GREASE TRAP, TYP. s z w z " RIM=931.9 \ < �g m 4 INV. IN=928.6 Q >>> ?? INS 4" INV. OUT=928.4 2" HDPE St INS-g30 1 1N �� n�m z INV=930.9' o 0 0 co Ln v Co O °.h: 33 LF 4" SCH 40 PVC ` s k, �'_ NO r z O \z� PIPE O 0.01 FT/FT U'z 50 LF 4" SCH 40 PVC NYLOPLAST BASIN-1 PIPE 0 0.01 FT/FT O TRAFFIC SlGIVgL F&G=931.8 \ 4 8" STEE ASPHALT WALK /��1 �I (�� ZLn TRAFFIC MANHOLE w PROVIDE DROP PROTECTION, TYP. R/M, \ �/ / \�, vF -� W o O oc s POLE o,y /NV 9 30 / U PROPOSED 4 DUCTILE IRON t-o WATERLINE CONNECTION COORDINATE �� W w .mac, � � EXISTING 10 � � _ " o w WITH WATER AUTHORITY SEWER EASEMENT DETENTION AREA 12 �' INV=918.8' /2. 8\ RIM=926.7' NV=922.5' I-i--I • w Z o DVS HO(�Ow RO INV--927.5 TEFL � � w � � 'n \ r� W ., N L RIM=929.2' G 0 (IpOV ` //V 925.g s (�/�j �1 �Lo N INV=919.9' Mq FIC SIG qL 1�0� \ 00 w Ln INV=918.8' G o y �4� \r w 14" �� O Hrn s c9V-zl Jv 2W2 S \ � U � ~ c I w v t,i \� GRAPHIC SCALE m CO. I �o 0 20' 40' °w y. I G O \ a s y Z RI =9�8. ` Q (IN FEET) m o \ / n . 1 inch = 20 ft a SEWERa r n . WATESEPARATION, TYP. r \� G oy I 4 s �� 4„ HD 9E5' CD M O G � �� N N c,, \ /NV, st aCD 1L DO N N G 929. co o.y. RIM=931.7' \ m Z �' G \ auj s o N Q Waco z < GENERAL NOTES: G lNV-925 2 \ Q uj I aw w Z 0 n 1. STORMWATER CONNECTION FROM MH-2 UP TO THE G o.y �N PROPOSED CONNECTION TO THE EXISTING COUNTY \ z n w CATCH BASIN ON ELLIS HOLLOW ROAD ARE TO BE MAINTAINED AND REPAIRED BY OWNER c \RESENT a 0 IZ 4 CENT R E Z LL w Z z MATCH LINE, OVERALL GRADING LAYOUT NNa =w6oz oo�° W W =�> F O w -O- c F NORTHERLY ELLIS HOLLOW ROAD NJZ ¢ z W'ZO� =¢~=N �� oD W, wno) >z>o ®zz w>o wmWOLL ' Oaz o¢`Hzz 0D<z-o STORMWATER UTILITY CONNECTION 2 OVERALL UTILITY LAYOUT � °N`J�- wME oaw O F J LL Q o F W wow- Z W-N Q C-6 SCALE: 1"=20' C-6 SCALE: 1"=20' z LL 3 Z Z o~¢` J~ m W~ W UdW g o�nwzi ww=��¢ ~ z0 ¢°ULL=w� Dow�m W wwwtow}Z }ONItOLL = d a o a Q Q Q Q 0=¢N O Cl) Z I � � C� o �� II EAST HILL PLAZA PARKING LOT Q G7 o Z ~ W I OC O a CIO N z�U ASPHALT PARKING a 0 0 ? M �? W ~ a � 0 � C' W � Lovz \ I Atiq X I z FACE OF CURB W 0 w 0 F FACE OF CURB Z W W a W = ASPHALT DRIVE W Z O z \ I • Oa a W EDGE OF ASPHALT Lu 1 IG I 12 ~ w � LL J ' 0 0 LL 'o w . a a Q w w J o 000 � J J O \ . STORMWATER C AREA, SEE DETAILS FOR S ° ri BIORETENTION FILTER o _ PLANTINGS 0 ��] Z -.' MULCHED Q AC LANDSCAPED ` ST ISLANDS, TYP. o I sr Z � \ a�s �SRO�yL.R � _ ,• j Q t1t,, J �► �" ST ASPHALT PARKING • • • w w 2 V w N N N N N N N N w \• FACE OF CURB o 0 0 � N CD Co N Q PATIO SEATING Lu Co \ s� r • ISL2 Co AND °. tit Co Co / Z H OU w w w z w a 0 Q Q I w O O v O w w N Df� C9 C9 C9 C0 U Q Q Lu Z Z z p z Lu z w w w STORMAREA, . . Q w w z — 0 C0 w w — PYLON DETAILS FOR z z � w p > SIGN, TYP. BIORETEN110N a C9 C9 O w z z t FILTER 00 w w � z p p \ PLANTINGS z z z w � w w 5;w W z 0 :5f w w w a w\ ` EXISTING 0 i OO� i, PAVEMENT a a — cn \ s O O TO REMAIN � a � z v v CIO z w O z z \ w O O Co cn\ w W W qN co w L EDGE OF ASPHALT - LANDSCAPE LEGEND S r C1 00 t- W Lo Iq Co KEY QUANTITY LATIN NAME COMMON NAME CALIPER HEIGHT ROOT MATURE HEIGHT TREES — DECIDUOUS \ ` S ti \ st `/ r_l z Ln MP 1 MALUS PRAIRFIRE PRAIRIFIRE CRABAPPLE 4" — B&B 15-20' n BN 7 BETULA NIGRA 'LITTLE KING' LITTLE KING BIRCH — — 25 GAL 8-10' ASPHALT WALK Z v O TREES - DECIDUOUS (STREET TREES) NO PLANTING ARE PERMITTED 44 � w WITHIN ESTABLISHED UTILITY \ \ a w Z AG 2 ACER GRISEUM PAPERBARK MAPLE 4" — B&B 20-30' EASEMENTS PER TOWN CODE \ Z r r Z o st H � Z � � 00 AM 2 ACER CAMPESTRE HEDGE MAPLE 4" — B&B 25-30' \ �� w "' TREES — EVERGREEN w fCVS H0 \ s W N DETENTION AREA Q � \ � \�\ � \ � O 0 w � � Ln M AC 4 ABETS CONCOLOR CONCOLOR FIR — 5' B&B 30-50' W RO,40 0 (R GRAPHIC SCALE r F� \•J nr �' SHRUBS — DECIDUOUS T gNHO SIC qL �J0� \ ` ` \ s 0 20' 41( W WG 2 WEIGELA WINE AND ROSES — — 5 GAL >8' E a \ w AB 11 ARONIA 'BRILLIANTISSIMA' CHOKEBERRY — — 5 GAL 5-8' c w 1 inch =(IN FEET)20 ft w SHRUBS — EVERGREEN sow O M � IG 4 ILEX GLABRA COMPACTA COMPACT INKBERRY — — 5 GAL 5-8' \ O N N 7 \ M BX 29 BUXUS X GREEN VELVET GREEN VELVET BOXWOOD — — 5 GAL 3-5' a� N c m� Z O PG 4 PICEA GLAUCA 'CONICA' DWARF ALBERTA SPRUCE — — 5 GAL 10-13' c \ w a o N cn z � LEGEND: LANDSCAPING NOTES: c \ a w w Z CDh uj (D U SP 1. ALL TREES AND SHRUBS SHALL BE SURROUNDED BY A BED OF BARK MULCH_ c \ z 0 w O F U SPECIES KEY 2. DEAD MATERIAL SHALL BE REPLACED AND PLANT MATERIAL SHALL BE REGULARLY PRUNED AND NOURISHED TO MAINTAIN HEALTH. LL ° Enc QUANTITY 3. TREES AND SHRUBS IDENTIFIED MAY BE SUBSTITUTED AT THE OWNER AND/OR LANDSCAPER'S REQUEST WITH SIMILAR/ALTERNATE SPECIES wUa z a =z BASED ON PREFERENCE AND LOCAL AVAILABILITY. N F w Z = 4. 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Lum, Lumens Arr, Watts BUG Rating ■ 5 A Single SCV-LED-23L-SC-30 16' 1,000 1,000 21783 155 B4-UO-GP (9a w�I z 5E z Z� =w¢o O 0L NHw z~~'~w m~Foy pp 2 B S'ngle MRS-LED-I8L-SIL-ET-30-70CRI-IL-SIN GLE 16, 1,000 1.000 10729 135 B1-UO-U2 o�w 0:8 _o N�Z �o� >� r�0 ®ZZ (Do ME �mwm° Oeo 2 C D180° MRS-LED-I8L-SIL-ET-30-70ERI-D180 16' 1,000 1,000 33156 270 B2-UO-G2 �Ow ¢zwwN= ��x ' 20- rw?or ¢�o��N (9a¢ pQC)Zzz o�Q�ao � z Zm�wgo ='Joao }�O 0a o wa JJ>Z w OW aFJ w =�N= K 0 5Z oo wwoD¢W > w ¢rLL0 wQ O"wzJ�� ow ZO ¢ ow" w N o ¢Ow w¢�aoaC)¢¢ r= N Z NEW CONCRETE SIDEWALK *4" THICK Z POLYETHYLENE BOND BREAKER 4000 PSI CONCRETE POURED ON 6" TOOLED EDGE AROUND ~ z COMPACTED TYPE 2 GRAVEL SUBBASE PERIMETER V O 1Nz" TYPE 7 ASPHALT CONCRETE CURB VARIES BRISTLE-BROOM FINISH EXPANSION JOINT ® 20'-0" O.C. MIN V TOP COURSE 1 MIN. CIO (n NYSDOT ITEM 403.18 SLOPE PER GRADING PLAN ASPHALT SECTION AS PER w 6" 4 MIN. 6"x 6"-#10 WIRE MESH O Q Y U W DETAIL 1, THIS SHEET 6" " CONCRETE CURB Fr IF CONCRETE FINISH GRADE ALT BINDER COURSE 4 TOPSOIL FINISH GRADE z �/ 0 a TYPE 3 ASPH SLAB a NYSDOT ITEM 403.13 ~ l J o � � � ~ � " " . 1 W H O � oQo O °� `� o � /� v° 00 \ 10 } z COMPACTED BASE COURSE �oq.�o COMPACTED SUBGRADE 6" � � p ASPHALT PAVEMENT Lw JIYSDOT ITEM 304.03 TYPE 2 000 �O° O X 0 0 0° o �� 18" 0 0 00 000 Lu O IL' O N o °9.°�°o�°� gOo 0 0 0 °° 6" 0°o°° ° 00 8°'p 6" ��?�//?:,•/% / %�� 4" CONSTRUCTION NON-SKID SURFACE W ~ Z O z = o0 0 oU o o 0O 000 „ JOINTS ® 5 t Q OQJ000°0 °g' ° • 0 0 ° 6" 0 °� 24 *6" THROUGH " ( ) Z W W a w m �'r!*Ti 0 °�aa o 00 ° COMPACTED SUBGRADE ° o 0 0�° 0 0 DRIVEWAYS) OC DEEP W Z t� � � =1 —III L- � 0 ° 8 W2.9 OR W3 WIRE FABRIC AT 6" CENTERS O z_ �/\ 0 1 =III=III=III— = MIRAFI 50OX OR APPROVED O a0p a o 0 � < TRANSVERSELY AND LONGITUDINALLY 00. m m EQUAL GEOSYNTHETIC FABRIC °°�° \ 6" 00 \ ° a Q w CPOCEMENT CONCRETE TO BE °�°op0 ° o 008 COMPACTED SUBGRADE OR COMPACTED > 0 8 USED ONLY IF CURB IS TO o o ° ° ° m Q H UNDISTURBED EARTH � � SUBGRADE 8 � �-�po --��-�po M �� joo 0 0 o °g ocgo og°�'�0C90 �Oo°�° o o a o v BE SET AFTER BASE l�?/�/� ��r a°o 0 °o°o C0�00 �0CD00 0 °o°o AND/OR BINDER COURSE g ad�o,, °o000 °0o0 00 o00 00 00 0°000�o° ° 0 000 Q COMPACTED COMPACTED o00000�� Qoo 0% 0°0000�� 0°000OC?� Ooo�°R — GRAVEL BASE GRAVEL BASE OooO \\ \ \ \ o\ \ \ \ \ \ O\o\ \o \ \ \O\\\ o\ \ \ \ \\ \\ \ w � LL O 6" COMPACTED TYPE 2 COMPACTED SUBBASE O G o Z It ww 1 TYPICAL ASHPALT PAVEMENT SECTION 2 CONCRETE CURB 3 INTEGRAL CURB AND SIDEWALK 4 SIDEWALK GRAVEL SUBBASE 0 0a. w as H a C-9 SCALE: NTS C-9 SCALE: NTS C-9 SCALE: NTS C-9 SCALE: NTS TOPSOIL 4" MIN SPREAD ON ALL DISTURBED 6" DEPTH CRUSHED NO. AREAS WITHIN CONTRACT LIMITS 2 LANDSCAPE STONE - FINE RAKE TO BREAK UP LUMPS AND REMOVE STONES SIGN PANELS SHALL BE HYDROSEED OR TURF FABRICATED FROM 1� REINFORCEMENT MAT. REFER ALUMINUM SHEETING WITH SLOPE AS INDICATED TO GRADING PLAN REFLECTIVE FILM TEXT ON SITE PLAN 1 AND SYMBOLS, TYP. ASPHALT SECTIONS AS *'+'*'+'*'+'*' RESERVED NO PER DETAIL 1 THIS SHEET ° \� �� \��+ PARKING J ^^QQ 00000 0 o a�°0��ova PARKIN G Q �p13 S �0'0 O per° 6 °0'13 3 613 V-6" ANY 4" 4$ PREPARE SUBSOIL Lu 0��0 0 C- 0� 00006g 0606 06 I " GEOSYNTHE11C FABRIC °- o - SCARIFY TO A DEPTH OF 3 TIME TO PROVIDE PROVIDE LIGHT POLE PROPER BOND W/ TOPSOIL COMPACTED SUBGRADE LOCK NUTS (SUITABLE SOIL MATERIAL) 6" DIAMETER GALVANIZED STEEL PIPE VAN POLE BASE COVER BOLLARD FILLED WITH CONCRETE. PROVIDE PLASTIC COVER, YELLOW COLOR OR OTHER 6" LEVELING NUTS CCESSIB PROVIDE VAN ACCESSIBLE SIGN LE TROWEL TOP OF w COLOR AS PER ARCHITECT GALVANIZED STEEL ANCHOR BOLTS BASE SMOOTH 2 POUND RIB-BAK AS SUPPLIED BY THE MANUFACTURER s EDGE OF PAVEMENT WITHOUT CURBING U-CHANNEL SIGN POST w 4, 24" OD CONCRETE BASE C-9 SCALE: NTS r° ° TOP OF CONSTRUCTION TUBE 3' MIN. 6" REVEAL•• -�,� FOOTING FORM MIN TOP OF FOUNDATION TO BE SET ° „ MAX. BEHIND CURBING LO LO � M M AS PER PLAN J 5 2 BELOW FINISHED GRADE N N N N N N N N w 11 FLUSH WITH PAVEMENT RADE 00 cq c� �_ PARKING PAVEMENT _ CaD_ CaD_ _ _ _ _ _ J a g FINISHED GRADE \/\/\ `n `n `n o ~ 0 Q a U-CHANNEL POST (AS NIII z,' "NO PARKING - ANY TIME" I.J : SPECIFIED IN THE NYSDOT I" DIA. HEX HEAD w ° _ z SIGN LOCATED SO AS NOT TO 3' STANDARD FOR SIGN BOLT WITH HEX NUT cc) ° O `° I �° \//\\//�� co o_ p~ CONFLICT WITH ACCESSIBILITY 1 SUPPORTS AND WASHERS z ° in REINFORCING RODS \/\/ N \/\% z co ROUTE ° I I" a' I Ia ) O #4 REBAR RODS ��\\ a ° a w INTERNATIONAL co a" ° / // OI co co co ACCESSIBILITY SYMBOL 4,000 PSI CONCRETE FOOTING a.I. I '0 z 2 TIES SPACED 24" O.C. co O z z w z 4" WHITE BORDER, PAINTED CROSS HATCHING " FINISH GRADE ° w # v w w w ( 4" WIDE 2' ON CENTER 20 DIAMETER AUGER OR o / /\; BLUE BACKGROUND, EXCAVATE AND USE SONOTUBE ° w \ 4 WHITE SYMBOL) ° �I.<I POST TO BE SET IN ° m ° \� a O O w w " /\ �° /\� w O O v ? PROVIDE ACCESSIBLE SIGN SET CONCRETE, 12 DIA. ° w I J I \ p V V U o_ f I 2 POUND RIB-BAK / \/ a� IN CONCRETE BOLLARD OR / O O O w w ccoo MOUNT TO BUILDING �'° °;�, I NOTES: U-CHANNEL SIGN POST ° ,\ /\\� 0.75" DIAM X 10'L z z_ z_ m z w > o_ ° i\/\ z W w 4 f Ia z / / / COPPER COATED z O O WHEN BLUE PAINT IS USED ° ° 1. "RESERVED PARKING" SIGNS SHALL ° 1 INCH PVC CONDUIT(S) \\ \j\\j\\j\\j\\/ STEEL COATED Q W W Z N O cn FOR ACCESSIBLE MARKINGS, 52 ro COMPACTED TYPE 2 SUBBASE al a BE INSTALLED AT ALL ACCESSIBLE ° _ /�//,�//�//,�/i GROUND ROD _j z z > p w w TWO STRIPES (ONE BLUE, ONE I a PARKING SPACES. "NO PARKING" co CONNECTED TO a (D (D p w Lu z > > z WHITE) SHALL BE WHERE AN 4 PAINTED PARKING SPACE. 6 6 U,: SIGNS SHALL BE INSTALLED AT ALL I UNDISTURBED SUBGRADE METAL POLE WITH z z H Q O ACCESSIBLE SPACE (OR COLOR YELLOW OR AS PER ACCESSIBLE AISLES. BARE COPPER c' w w Q z w wcn ACCESS AISLE) ADJOINS A TOWN REQUIREMENTS CONDUCTOR z z z w w w NON-ACCESSIBLE SPACE 2. SIGNS MAY BE FASTENED TO w 0 z H > BUILDING AS AN ALTERNATE OPTION p w w O O a z z s ACCESSIBLE PARKING PAVEMENT MARKING CONCRETE PIPE BOLLARD s ACCESSIBLE PARKING SIGNS 9 BREAK-AWAY SIGN POST 10 LIGHT POLE BASE IL IL ; � o 0 z C-9 SCALE: NTS C-9 SCALE: NTS C-9 SCALE: NTS C-9 SCALE: NTS C-9 SCALE: NTS a z z w 2 w w co z - - w O w w N > w o am co ti w un Iq m O z REFER TO CARRIAGE BOLTS LIGHTING PLAN U FOR PARKING LOT FIXTURES 2"X10" SOUTHERN YELLOW L; cc PINE RAIL SAWED TUBING- 01-7/8" 11 cc N 7" GAUGE GALVANIZED I--I W Z o STEEL TUBING WITH w Z POST 10—0„ OC.�' CLEAR COAT FINISH. ALL POLES AND FIXTURES MOUNTED W HAT HEIG g x w LIGHTI GH PLAN, CPERZ7 44 W o Z MEASUREDFROM ^ V3 w Ln GROUND N ELEVATION F-� 9.84" PROPOSED POLES SHALL U ° BE WJM FRONT ELEVATION 1" 9.84" r I 88" m SQUARE STRAIGHT STEEL, 0 6"�' a OR EQUAL. °w w COLOR TO BE DARK a . m BRONZE OR AS a COMPACTED w X DIRECTED BY THE OWNER a N 2' AGGREGATE a BASE FINISHED SURFACE a Q O M Z co REFER TO DETAIL � 1�4 O N 10 ON THIS SHEET 6"X8" POST N a MOUNT WITH FLANGE I°I a PAVEMENT FOR POLE BASE ROUGH SAWED DETAIL AND " X 4" LAG BOLTS N \ \ \ w O CD a n CD O EDGE OF PAVEMENT I I °D L �� # N > _ TREATMENT AS PER I INSTALL ON/IN CONCRETE ° I I m a o Q � PLANS AND DETAILS 4" h AS PER MANUFACTURER'S m N Z REQUIREMENTS g" LJ < a 3 U N o L Q WOOD POST DETAIL SIDE ELEVATION a � w F CD Z w w w a C Q U a o N 11 LIGHT POLE ELEVATION 12 TIMBER GUIDE RAIL 13 TYPICAL BIKE RACK = Zo �, " '~~ Z W wou z Z� w3 C-9 SCALE: NTS C-9 SCALE: NTS C-9 SCALE: NTS v 3 0 o W°z� a s o OZ azfgw ¢r JwJ}= 1 FO J�W?Wo z aga°°ao =v oaQ'z~'wz 05"azF V, Q ZNJwUJF xW TWO: �J �N a w N �LL<zzaaowwirm wN KQW NN a. O O=O N a.O U W Z N Z F ~ U a >Z F N U>p U w= O c Q w Q aNWLLo>N ��x¢=c�W w Z N K O Z K_ }U E H w H w W KQ72 zo l o>.aJ �aoaJU) aoazmwa UNPAVED PAVED 8'-2" TYPICAL INSTALLATION: Z NOTES SEE SPECIFICATIONS 1. MINIMUM VERTICAL SEPARATION IS 18" FROM TOP OF PIPE TO BOTTOM OF PIPE. FOR FINISH GRADE PAVING AND SUB-BASE ° . } MATERIAL AS SPECIFIED 2. SEWER JOINTS ARE TO SPACED EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE (n H 1. SIZES/DIMENSIONS MAY VARY BASED WATER MAIN JOINTS. Z ON MANUFACTURER ♦ ♦ O VERTICAL SEPARATION LESS THAN 18": V EXISTING GRADE '\\ \% 2. GREASE TRAP MUST WITHSTAND H-20 1. SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE, AND V LOADING DOMESTIC WATER DOMESTIC WATER SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO 0 Q w BACKFILL WITH �/ /� a SANITARY SEWER + - BACKFILLING. Z W ✓/\ \� SELECT GRANULAR FILL 3. PROVIDE PRECAST CONCRETE BARREL O O Y U w SUITABLE MATERIAL �\\ ��, (NYSDOT ITEM 203.07) SECTIONS AND/OR GRADE Q 1010 2. SEWER JOINTS ARE TO SPACED EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE ��// a p (NO AGGREGATE �j \� COMPACTED IN 6" LIFTS TO ADJUSTMENT RINGS AS NECESSARY TO ° 00 4�A WATER MAIN JOINTS. 6L p LARGER THAN 4 ) �j �\� 90% STANDARD PROCTOR BRING ACCESS COVERS TO: FLUSH DOMESTIC WATER r/ a O rn WITH SURROUNDING GRADE WHEN + SANI ARY SEWER :B= SEWER WATER CROSSES UNDER SEWER: O GREASE TRAP IS IN PAVED AREAS; 1. SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE, AND W ~ a o U TABLE NO. 1 �/ �� OR, FINISHED GRADE + 0.1' WHEN IN ENCASE SEWER IN d SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO ♦♦^^ W } � z //\ \� CONCRETE 10' EACH BACKFILLING. V N li COMPACTED BEDDING �� \\� LAWN/LANDSCAPE AREAS N C� X Z MATERIAL !/\ \�, SIDE OF WATER li 2. SEWER JOINTS ARE TO SPACED EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE Lu m w PIPE SIZE (IN.) 'A' FT. ��j a ° ° PLAN VIEW a WATER CROSSES UNDER SEWER VERTICAL SEPARATION LESS TYPICAL INSTALLATION WATER MAIN JOINTS. W Z � E 1-6 0.5 � WATER/GAS TIGHT ROUND FRAME & COVER SHALL TOPSOIL, SEED, THAN 18" Z W LLJ a w = 8-12 0.7 �% 12" MIN. BE EAST JORDAN IRON WORKS No. 1322 & 1322A AND MULCH 3 GRADE PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR SEWER TO MAINTAIN LINE AND W Z O0 O z 15-18 0.8 MARKED "GREASE TRAP") OR EQUAL 3 TYPICAL WATER AND SEWER S E PA RAT I O N — - /\\ (SEE NOTE 2) ( D a m m 24-30 1.0 \jN PAVEMENT SECTION - C-10 SCALE: NTS Q 36-48 1.5 '\ °o °a °� COMPACTED CRUSHED STONE SEE DETAIL SHEET V - 48-72 2.0 � ° °° e A.S.T.M. DESIGNATION D448 INST OUTLET TEE AND PIPING _ PLACED AGAINST UNDISTURBED SECTIONS m M a ~ < 4 (SIZE TO MATCH 24"x24"x9X2" THICK ° SIDES AND BOTTOM OF AND/OR GRADE INCOMING SEWER, SEE CONCRETE PAD 24"x24"x9)r THICK CONCRETE Q H_ %// ° ° °� TRENCH (SEE NOTE 2) RINGS AS 24" MIN °� ° PAD NN SEWER OR DRAIN PIPE °a UTILITY PLAN) - JR SMITH #4810 - ROUND FRAME w LPL LL /jj°° ° NECESSARY (SEE J WITH SCORIATED COVER COVER (OR SOLID CAP FINISHED PAVEMENT C O CONTRACTOR TO ~ -- ° a°oo a NOTE 3 BELOW) COORDINATE WITH EQUAL) - SAME SIZE AS SEWER G Z °w 6" MINIMUM WHEN PRECASTER TO PROVIDE FINISHED GRADE a A MINIMUM, SEE COMPLETE INSTALLATION OR PAVEMENT IN ROCK TABLE 1, COMPACTED INLET TEE (SIZE a o° o Q °o� a w TO MATCHa. UNDISTURBED EARTH BEDDING MATERIAL ° oa $ � °8� a 8 INCOMING SEWER, EXCAVATION IN LEDGE EXCAVATION IN EARTH o o°a0 SEE UTILITY PLAN) ° ro� ° ° ° O ° ° - CONTRACTOR �° ° ° ° °a° Sao o° ° ° 7NYLOPLAST NOTES• TO WITH COORDINATEPRECASTER //�//�//� /�//�/��// ,1. SHEETING, WHEN REQUIRED, TO BE CUT OFF AT LEAST 5 FEET BELOW STREET AND A TO PROVIDE w EXTENSION - SAME 2 MIN. RISER MINIMUM OF 1 FOOT ABOVE TOP OF PIPE. WOOD SHEETING DRIVEN BELOW MID-DIAMETER COMPLETE o �a '�\/ SIZE SI SEWER INLINE DRAINS OR OF THE PIPE SHALL BE LEFT IN PLACE. STEEL SHEETING DRIVEN BELOW MID-DIAMETER INSTALLATION ? I o_I ? /� i APPROVED EQUAL MAY BE WITHDRAWN IF APPROVED IN WRITING BY THE ENGINEER. FOR PVC PIPE ALL �-- � I \ w'� o 5 w;� LONG SWEEP WYE ' SHEETING DRIVEN BELOW MID-DIAMETER SHALL BE LEFT IN PLACE. -i INTERIOR c SEWER - SEE UTILITY SELECT Z BAFFLE AND 6O PLAN FOR SIZE AND 2. WHEN APPROVED BY THE ENGINEER FOR PIPES OTHER THAN PVC SELECTED GRAVEL FILL GRANULAR 8o Li TEE AS PER (Fo o MATERIAL MATERIAL MAY BE USED FROM MID-DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE. NO FILL 8o REGULATORY 80 STONES LARGER THAN 2 INCHES IN ANY DIMENSION WILL BE PERMITTED IN THIS AREA COMPACTED AUTHORITY (To _ _ ______ IN 6" LIFTS i o00 AND/OR FLOW FLOW SOLID PVC t SOLID PVC 3. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME AS IF TO 90% j MANUFACTURER �o j _ _ J LOCATED UNDER PAVEMENT (EXCEPT FOR PAVEMENT SECTION). STANDARD /\ ° ° j 4. BEDDING MATERIAL FOR PVC PIPE SHALL MEET THE REQUIREMENTS OF ASTM D2321 CLASS PROCTOR ice\ fo \jam OR CLASS II EMBEDMENT MATERIALS. �� \ \ \ \ A\ \ �P epap ° �,aPeP `�`� 6" COMPACTED \ \ \ \i\\i\\/\\ \ \ \/\i�\,\.\.\i\\,\�/i\\j,\�j�\\j\\/\\/�\i\ NYSDOT #2 STONE SECTION VIEW WYE/TEE BEND REDUCER W FROM UPSTREAM FLOW Q 1 TYPICAL SEWER AND DRAIN TRENCH 2 TYPICAL 1 ,000 GALLON GREASE TRAP 4 TYPICAL SEWER CLEANOUT s STORMWATER CLEANOUT C-10 SCALE: NTS C-10 SCALE: NTS C-10 SCALE: NTS C-10 SCALE: NTS WYE FITTING w SANITARY SEWER MAIN NOTES: � w w FLOW FLOW CONTRACTOR TO 1. CONCRETE NOT TO OVERLAP ANY JOINT. n REMOVE WYE FITTING SANITARY SEWER MAIN 2. CONCRETE TO BE PLACED SO AS NOT TO cm cm cm � M THRUST REACTIONS—R INTERFERE WITH REMOVING OR INSTALLING ANY cm cm N N N N cmw C LB� OF THE JOINTING HARDWARE. o N N , I o FLOW PER 10OPSI INTERNAL PRESSURE o 0 0 0 c 0 1-- FLOW o NOM PIPE DEAD 90' 45' 22 1 2' 11 1 4' 3. FOR REDUVERS USE MECHANICAL JOINT INSTALL CLEANOUT AT DIA IN. END BEND BEND BEND BEND FITTINGS WITH RETAINER GLANDS. co RIGHT-OF-WAY OR .4 VALUES FOR TEE APPLY TO TEES, END PLUGS, \ EASEMENT LINE 4 1,810 2,559 1,385 706 355 w CAPS, AND TAPPING SLEEVES. , co co co co 5. REURIED BEARING AREAS DUE TO THRUSTS O z z w z Z Q ROW/EASEMENT CONTRACTOR TO REMOVE EXISTING LATERAL TO 0 W W W EXISTING BUILDING CAUSED BY 150PSI WORKING PRESSURE PLUS �_: E E m PIPE SIZE 50% (75 PSI) SURGE ALLOWANCE RESULTING IN w O O O O w w BUILDING SEWER SERVICE LATERAL EXISTING WYE LAYOUT 225 PSI TOTAL INTERNAL PRESSURE. D U U co W Q Q PIPE SIZE z z z o Z w > > z w W BUILDING SERVICE LATERAL o z w w OU N 0 cn SANITARY SEWER MAIN Ln a z z w Z > > Z 3 (9 O w ` Z atS Z Z H J a O SANITARY SEWER MAIN I o o�oo o FLOW D o FLOW s 4,.° REMOVABLE CAP/PLUG O w w w W W W W NL�800 a Z Z Z W a' w w 4" TEE FITTING z O O Z w CONTRACTOR TO REPLACE WYE d a- p '^ O wa z z p°oop o0 P: P: .�:..> w w cn �� o FITTING WITH PVC SECTION AND o .4 , 4 CORE DRILL a a "a H O O SECURE WITH STAINLESS STEEL MANHOLE AND USE cn cn w z w w 000 REINFORCED FLEXIBLE COUPLINGS KOR-N-SEAL FITTING wa z z w O w w ° OOOPSI CONCRETE OOOPSI CONCRETE 0) 0 O co PROPOSED LAYOUT LATERAL REMOVED) THRUST BLOCK THRUST BLOCK 4" SCH 40 SEWER INLET z - - > ( 2.2 MIN. 2.2 MIN. O > > w Fn TEE BEND w w 4" INV. IN, SEE PLANS � FOR INVERT ELEVATION w STAINLESS STEEL STRAPS 6 TYPICAL LATERAL CONNECTION TYPICAL LATERAL CONNECTION REMOVAL s TYPICAL CONCRETE THRUST BLOCK DROP SECURED INTO CONCRETE DROP VARIES, SEE 4" SDR 35 SEWER INLET Q rn oo ti (D U) Iq r> Z C-10 SCALE: NTS C-10 SCALE: NTS C-10 SCALE: NTS PLAN FOR INSTALL DROP PIPE AS ELEVATION CLOSE TO WALL AS POSSIBLE PRECAST 90' LONG RADIUS ELBOW U 25'-0" OVERALL STONE J 'n HEAVY DUTY TREE 5�_6 �4"� TYP 11" HEAVY DUTY 2"x4" BLOCKING BOLTED COPING NOTES: o " F� ��j W o O cc HINGES, TYP. GATE PULL TO TUBE STEEL FRAME 4 MAXIMUM " " 1. INSTALL DUMPSTER ENCLOSURE GATE AS PER MANUFACTURERS INSTRUCTIONS. ABOVE BENCHWALL Z OZLrl 1 x8 COMPOSITE STANCHION SUPPORT TO BE Z H U 'TREX' FENCE BOARDS INSTALLED AT BASE OF w SCREWED TO BLOCKING 0 W w H g MFR'S COLOR: 'GREY LONG RADIUS ELBOW o , " 4"x24"xj" PLATE BOLTED EDGE OF ANGLE W H w Z 25-0 TO FRAME & FENCE STEEL FRAME Z Z = a I EQ. 5 6-8 5 EQ. ^ W o a N STEEL ,FRAME, PAINTED ^ 6" PIPE BOLLARD " ANGLE FRAME FORNINVERT�ELEVATION SLn TO MATCH CMU WALL o CONCRETE/ REFER TO CANE BOLT REST W Q MASONRY WALL TO i� ^ DETAIL 10/C-10, TYP. 24"x5 p CANE 9 INSIDE DROP MANHOLE O O W MATCH BUILDING BOLT (1 DIA.) C-10 SCALE. NTS U w CONSTRCUTION Mt t j j I ✓ x „ STAINLESS STEEL " " I -Y4" DIA. STEEL m 2 x4 BLOCKING BOLTED TOJ 5 x5 TUBE STEEL FRAME JOINTS ® 6-0 CANE BOLT, TYP. O.C. TYPICAL GUIDETO PLATE TUBE STEEL FRAME. PAS WELDED INT WELD PLATE TO TOP OF POST. TO MATCH CMU, TYP. FRONT VIEW PAINT TO MATCH CMU, TYP. 1 X2" DIA. x 1" CL I w BOTTOM OF CANE BOLT DEEP SLEEVE IN � PRECAST STONE SLEEVE FOR CANE BOLT, PLATE 1" BELOW BOTTOM PAVEMENT FOR a COPING COLOR TO ENCLOSURE WALL BY OTHERS. TYP. REFER TO DETAIL OF GRATE FRAME CAN BOLT AT MATCH BUILDING COLOR COORDINATE WITH ARCHITECTURAL PLANS. ON THIS SHEET CANE BOLT & CLOSED & 90' - STANDARD WHITE SLEEVE DETAIL OPEN PO Q N Z w 00 O 3"x4"xl/4" METAL " a N O 1 X18 GA. ANGLE FRAME 4 METAL DECK > _ = 2 PAIR MCKINNEY T4B3781 SIDES EA. GATE m a o C4 Q (l) BRICK VENEER OVER R HINGES EA. GATE WELDED N z < (n 6" REINF. CMU WALL, O 7 " TO GATE & POST a 3 N o O Q BRICK TO MATCH ^ p. =m GROUT SOLID W/ CONCRETE a BUILDING FIELD - a > w w 'PLATINUM/PEWTER' 6"x8"x16" C.M.U. W J / 3/8" DIA. A.B. Z o a HORIZ. REIF. EVERY 14"x2" ® 16" O.C. a o N OTHER COURSE VERT., BOLT TO T.S. #5 VERT. BAR W/ ACORN NUT ON 0 }x w, z o W ® 48" O.C. OUTSIDE " o~ wow gW �a 18 �°z O BRICK VENEER TO MATCH 5 x5 x1/4 T.S. W/ N ° o o}}a m z°W LL SIDE VIEW 5"x5"xl/4" CAP UQz a z vWi w v a Z J W J m j z CONCRETE PAD BY OTHERS. COORDINATE THE BUILDING W/ HORIZ. PLATE EMBEDDED ~z z REAR VIEW WITH ARCHITECTURAL PLANS. PLAN VIEW LADDER-TYPE ANCHORING JAMB DETAIL 2 Ov o a�o~W a °2-5 N W Z o to DUMPSTER PAD AND ENCLOSURE �� WLLaaoW W)W,wc) 1 12" INTO FOOTING c�¢ z�JW=a- 3�'WWww C-10 SCALE: NTS }w azozW�� N-� :, F= OW o'oyaoc'i zzw2 � Ua >01to >.p UW!002< w Q aNW00>N ::i,<!Qw = Z NK OzK— }U ILH W H W w KQ72 zo Eo>.dJ W �aoaJNH aoazmwa ROADWAY CRUB NYLOPLAST INLINE DRAINS (OR APPROVED EQUAL) \ Z INLET MIXED FLOOD WITH DOME GRATE TO BE SET TO ALLOW OBSERVATION BIORETENTION NOTES: \ 6" PERFORATED TOLERANT INFLOW 6" ABOVE MULCH LAYER PORT WITH 1. BIORETENTION FILTER-1 MUST TO BE LINED WITH AN \ \ (n H UNDERDRAIN PIPE VEGETATED SLOPE WITH PLANTINGS TYP BF-1 DIA.=24" BASIN SOLID CAP IMPERMEABLE LINER TO PREVENT GROUND \ \ PEA GRAVEL/GABION BASKET TURF REINFORCEMENT BF-2 DIA.=8" DIA. BASIN (SEE DETAIL 5 ON SHEET C-11) INFILTRATION OF HOTSPOT RUNOFF. \ PRETREATMENT, REFER TO MATTING, PER PLANS t2.7' PER PLAN t2.7' WEIR OVERFLOW V O DETAIL 4 ON THIS SHEET 2. FILTER MEDIA SHALL BE: \ INV.=929.4 = V ASHPALT PAVEMENT 20' A.) 85% TO 88% COARSE TO MEDIUM SAND 18" SICPP OUTLET PIPE f2.7' PER PLAN f2.7' INV.=926.1 Q O � fn w MIN. 3' WIDE TYP. SURFACE, PER DETAIL MIN. B.) 12%-15% LEAF COMPOST OR TOPSOIL Z F_ w ROADWAY INLET 1 ON SHEET C-9 DROP CURB PONDING 3. WOOD MULCH TO BE COMPRISED OF SHREDDED O a p cn W DEPTH PER PLAN HARDWOOD, AGED 6 TO 12 MONTHS. �/ p c FILTER °°°° PER PLAN °°° °°° °°° / \ a ILL O O M OUTLET VARIES ==1 _ 1 - - 4. UNDERDRAIN GRAVEL TO BE AASHTO No. 57, 0.25" // W H O 11=1 1 III_ _I 11=1 III-I 11= PIPE W =III II-1 -III 1=III= TO 0.75". / � a o U 0 __ III-1i =III=1 __ Q�p® II=III= / 18" SICPP INLET PIPE W } L rn z =11 ____ _ ___ _1 _ _ _ =11' ;III III=' A W A - - -111- II=' 5. GEOTEXTILE FILTER FABRIC SEPARATION LAYER): INV.=928.9 (� 3" MIN. SHREDDED _ I1-11'- -1II -1I1='' ( - ) O W O o o - -' =1 -III- ASTM D-751 (PUNCTURE STRENGTH 125 LB) 12 SICPP OUTLET PIPE Lu m W HARDWOOD MULCH - - III 1=11 III 1'' ASTM D-1117 (MULLEN BURST STRENGTH - 400 PSI) INV.=928.9 W II 1'' III- ITIII ASTM D-1682 (TENSILE STRENGTH - 300 LB) Z W w O z Q _ SIZE - 0.08 THICK; EQUIVALENT OPENING SIZE OF t� o o OVERFLOW 2.5' FITLER MEDIA, - _ =1 1= _ - " » a w = z STRUCTURE, SEE NOTE 2 -1 II 1= it 11- UNDISTURBED EARTH -I IT = 6 SOLID 0 SIEVE W Z O O_ I- z PER PLANS -1 - �-1 - #8 � H O =1I I- =1 PVC RISER RIM ELEV=931.9 - W W 10" MIN. GRAVEL - -=1_1 1 BIORETNTION FILTER-1: I- - m DRAINAGE LAYER - 311 `'�' ;''I RISER PIPE, 6. COMPACT WITH WATER-FILLED HAND ROLLER. g PRECAST 0 a m 1 IMPERMEABLE REQUIRED. = I- - - - = I- - I- -I I- - 1- II 1 DIA. VAIRES COMPACTION TO BE FIRM BUT EASY (UTILIZE PENCIL REINFORCED Q - - =iTl=1 1=1 1=1 I- 1=1 1=1 1=1 1=1 1=1 I- TE$T W Wc- I1= - - BIORETENTION FILTER-2: -III-I III-1 ) CONCRETE DONUTS Q U - w EXPECTED LIMITS OF EXCAVATION, -III 1-1' '-111 III=' CONCRETE BASE _ OSHA 1926.652(B)(2) DICTATES 40 MIL HDPE GEOMEMBRAINE IMPERMEABLE FOR GRADE m M Q 1-1= - III I' =1 I1= FOR FILTERS NOT UTIIZING AN UNIT �o -III-III- LINER TO BE UTILIZED WITHIN BIORETENTION III--III „III=' 7. ENGINEER TO TEST IN PLACE COMPACTION AND ADJUSTMENT = THAT EXCAVATIONS SHALL HAVE " FILTER-2 UNLESS GEOTECHNICAL ENGINEER - IMPERMEABLE LINER, UNDERDRAIN IS INFILTRATION OF PLANTING SOIL. eo eo Q H_ 6 PERFORATED 6 PERFORATED A MAXIMUM VERTICAL SIDE OF GABION BASKET TO BE � " TO UTILIZE AN UPTURNED ELBOW 48" 0 " MIN UNDERDRAIN APPROVES NO LINER BASED UPON AVAILABLE 2 8o w LL 40" AND THEN 1 1 SLOPE EXTENDED TO FITLER MEDIA PIPE CONNECTION TO OUTLET STRUCTURE 8• ENGINEER TO PERFORM INSPECTION OF BIORETENTION 8o F o 0 0 0 SEPARATION PROVIDED FROM UNDERLYING » O THEREAFTER IN C SOILS. AND STONE DRAINAGE LAYER SET MIN. 10 ABOVE BOTTOM OF PLANTING SOIL IMMEDIATELY FOLLOWING PLACEMENT eo eo BEDROCK AND/OR SEASONAL HIGH GROUND OUTLET PIPE �° _ 8o F WATER PRACTICE AND PERFORM AN IN PLACE PERCOLATION TEST TO �o U Z w CONFIRM THAT THE IN PLACE MATERIAL PERCOLATES BACKFILL WITH OVERFLOW WEIR w a AT A RATE FASTER THAN 10 MIN/INCH. COMPACTED GRAVEL 8o O INV.=929.4 oa O w PROFILE VIEW SECTION A-A IN 6" LIFTS 18" SICPP INLET PIPE a 0. PROFILE VIEW SECTION B-B H TYPICAL PLAN VIEW 9. BIORETENTION FILTERS ARE To BE CONSTRUCTED \ eo �° INv.=s28.s ONLY AFTER ALL UPSTREAM AREAS HAVE BEEN FULLY STABILIZED. 18" SICPP OUTLET PIPE,? 12" SICPP OUTLET PIPE 1 TYPICAL BIORETENTION FILTER CROSS SECTIONS INv=926.1 8o INv=928.9 C-11 SCALE: NTS _ _ _ ,__ ,__ 8" PRECAST P P 'P==� REINFORCED KEY INTERIOR CONCRETE BASE BIORETENTION FILTER #1 (t1,523 SF) 6" COMPACTED WALL 4" INTO UNIT CRUSHED BASE 6" PERFORATED PIPE STONE 1 AR KEY QUANTITY LATIN NAME COMMON NAME CONT SIZE/CALIPER TREES 2 STORMWATER STRUCTURE OS-3 J EM 22 BN 1 BITULA NIGRA RIVER BIRCH B&B 2" C-11 SCALE: NTS 00. AR 2 ACER RUBRUM RED MAPLE B&B 2" 00 W 4 CS O p O 6" PERFORATED PIPE SHRUBS Q 0 . O SC 3 SAMBUCUS CANADENSIS ELDERBERRY CONT #3 PEA GRAVEL OVER 5 � GABION BASKET AN 1 5 IV 3 ILEX VERTICILLATA WINTER BERRY CONT #3 PRETREATMENT, SB AN MIN. 3'L X VW 6" MIN. DEPTH 5 CS 4 CORNUS STOLONIFERA RED-OSIER DOGWOOD CONT #3 MIN. 3' WIDE CURB INLET FOR PEA GRAVEL 1 BN AN 4 RUNOFF CONVEYANCE w AN L-SHAPED EDGING HERBACEOUS PLANTS F WITH 9" MIN, STAKES F 3 7 7 EM 31 EUPATORIUM MACULATUM SPOTTED JOE-PYE WEED - - SC AN 2 IV I AN 14 ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER - - PAVEMENT SURFACE 12" TOPSOIL TO MEET PROPOSED GRADES DOME GRATE, TYP. BIORETENTION FILTER 2 t731 SF A A 00 0 0 M M F&G INV.=932.2 # ( ) o 0 3" MIN. HARDWOOD N N N N N N N N w 00000000 BIORETENTION FILTER » o N N 04 i o 0 H 0 0 0 0 0 0 MULCH LAYER 8 PVC DRAIN BASIN o 0 0 c`V o M N Q 5 � � 00000000 ELEV.=931.4 u� u� EM 5 KEY QUANTITY LATIN NAME COMMON NAME CONT SIZE/CALIPER o o _ o 0 0 0 o 0 0 0 o 0 0 EM > 111.=III III III III III a " 1 �I- 24 MIN. DEPTH �_ � III III-III III=1 a TREES ROADWAY l=III III III GABION BASKET FILLED N 4 AN 1 2 �`� CURB INLET II III=1 WITH NO. 57 WASHED �i�/� /�./i./i./i./i./i. /� /� /i./i.'8"x12" ADS PVC SB SC SB 2 AMELANCHIER CANADENSIS SERVICEBERRY B&B 2" zo 111111111 STONE, INSTALLED UP REDUCING TAP TEE w F> III TO FILTER MEDIA AND (OR APPROVED EQUAL) co co DRAINAGE LAYERSco H > 11111111111111111 O Z Z W z 9 EM 2 SHRUBS ww O i1111111111111III 1 LF 12" SICPP PIPE FOR 0 w w w IV o III-III III- FITLER MEDIA, REFER FITTING CONNECTION, TYP. � E E m SC 2 SAMBUCUS CANADENSIS ELDERBERRY CONT 3 m> UNDISTURBED EARTH �� III-III-II a Q Q # o o III-III- TO DETAIL 1 FOR DEPTH O w w II III-III=III=II=III 0 V w w IV 2 ILEX VERTICILLATA WINTER BERRY CONT 3 0 o II-III-III=III III-III - N IV 1 # o 0 1=1II IIIIIIII �� MIN. 10" N0. 2 WASHED C9 C9 C9 w Q Q -III-1 z_ z_ z_ o z z w HERBACEOUS PLANTS DRAINAGE FILTER FABRIC "=1I1-1II-i_ STONE DRAINAGE LAYER 12 SICPP z 0 O_ z OR IMPERMEABLE LINER, "=1I1-1I II 1-- 6 PVC PERFORATED z W W O 4 I_III=III= OUTLET PIPE Q z N AN EM 17 EUPATORIUM MACULATUM SPOTTED JOE-PYE WEED - - AS PER DETAIL 1 - INV.=928.1 UNDERDRAIN INLET PIPE _j z z w 0 ; ; - =1I- INV.=928.1 a z z 000 �s z z AN 16 ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER - - 111 6"x12" ADS PVC TAP w w i z z z w w cn w REDUCER (OR wwO BIORETENTION FILTER-1 BIORETENTION FILTER-2 APPROVED EQUAL) z o o w N z PLAN VIEW PROFILE VIEW A-A 3: ~ ~ o W LL LL w w cn a 0 0 3 BIORETENTION FILTER SPECIES 4 GABION BASKET PRETREATMENT 5 STORMWATER STRUCTURE OS-2 a a 5;STORMWATER tU U wLu a zz zz w 2 w w C-11 SCALE: NTS C-11 SCALE: NTS C-11 SCALE: NTS co co z `� `� w F w DRAINAGE STRUCTURE GENERAL NOTES: o am 0 � m 0 Iq m O STAKING: GUYING: z FOR ALL TREES SMALLER THAN 4" CAL FOR ALL TREES LARGER THAN 4" CAL. CATCH BASIN FRAME & GRATE: 1. ALL STRUCTURES SHALL BE RATED FOR H-20 LOADING. AND EVERGREENS 5' - 12' HT. REMOVE AND EVERGREENS LARGER THAN 12' EJ PATTERN 1310 STAKE ONE YEAR AFTER PLANTING 2. REINFORCING FOR ALL SECTIONS SHALL BE AS FOLLOWS: h v MANHOLE FRAME AND COVER: TOP: BARS SPACED AT 4" IN BOTH DIRECTIONS. `•J 2 STRANDS No. 12 GALV. GUY WIRE. #3 Z EJ PATTERN BOTTOM: 3 BARS SPACED AT 4" IN BOTH DIRECTIONS. �J "' PROVIDE THREE PER TREE EQUALLY # F�� SET TRUNK PLUMB " " 10' 1310 MARKED "STORM SEWER" SIDES: 3 BARS SPACED AT 8" IN BOTH HORIZONTAL AND VERTICAL. W o O cc LEAN SLIGHTLY INTO SPACED WITH TURNBUCKLES ( x6 ) MIN., GRADE PREVAILING WIND PAVEMENT AT 2X # I--I W Z H U WRAP TURN IN 6" TO 8" STRIPS TOWARDS FRAME AND FRAME TO BE SET IN 3. ALL REINFORCEMENT SHALL BE PLACED SO IT WILL HAVE A MINIMUM Z SET PLANTS PLUMB THIN BRANCHES AND FOLIAGE (NOT ALL GARDEN HOSE OF RODENT GUARD (AOBE). GRATE FULL BED OF MORTAR COVER OF 2" AND BE LOCATED APPROXIMATELY WITHIN THE CENTER OF C7 Z U AND AT NATURAL GRADE REMOVE FOLLOWING SPRING (NO THE SECTION. W _ r x END TIPS) BY is RETAINING NATURAL PLANT 2 STRNADS No. 12 GALV W w � � w SHAPE. NEVER CUT EVERGREEN LEADER. KRAFT PAPER WILL BE PERMITTED) . 4. TOP SLAB AND/OR FRAME ADJUSTMENT: FOR ALL DRAINAGE STRUCTURES �" w Z PLIABLE STEEL WIRE ROLL BACK A OF BURLAP CONCRETE RINGS FOR " / � Z � Z C)� (TWIST TO TIGHTEN; DO BEFORE BACKFILLING GRADE ADJUSTMENT 8 PRECAST REINFORCED FLAT TOP A MAXIMUM OF 6 INCHES OF BRICK AND MORTAR OR A MAXIMUM OF 2 M--� Z C7 P. NOT OVERTIGHTEN, ALLOW REMOVE WIRE AND INCHES OF MORTAR ALONE SHALL BE USED FOR TOP SLAB AND/OR 1H O W wo Ln Z N FRAME & GRATE ADJUSTMENT. FOR ADJUSTMENTS OVER 6 INCHES AND a SOME SWAY) NON-BIODEGRADABLE MATERIALS 29" „ Q 1-0 .00 0 �0 - - - NOT TO EXCEED 12 INCHES, PRECAST CONCRETE ADJUSTMENT ELEMENTS) W z PREPARED SOIL MIX (PER CUBIC YARD): » LOAMY TOPSOIL MIXTURE 000 �0 0 0 \\��\ MANUFACTURED IN ACCORDANCE WITH NYS-DOT STANDARD SPEC O w W 3" SHREDDED 2 x2 STAKE (THREE WAY) 4 PARTS TOPSOIL, 1 PART 00 // SUB-SECTION 9706-04 SHALL BE USED; A MAXIMUM OF 2 INCHES OF 0 v BARK MULCH 3s SCREENED LOAM AND is PEAT MOSS ALL-GRO COMPOST MIX " 00 �0 j\j�` MORTAR SHALL BE ALLOWED ON BOTH THE TOP AND BOTTOM OF THE OR LEAF COMPOST. AMEND WITH PLANTONE 5 MIN ° (T0 /j�\� PRECAST DEVICES. BRICK SHALL BE PRECAST PAVERS CONFORMING TO } ORGANIC FERTILIZER, OR EQUAL, AT THE RATE WEED BARRIER FLAGGING (?0a 0 NYS-DOT STANDARD SPEC SUB-SECTION 04-13 AND MORTAR SHALL 00 » RECOMMENDED BY MANUFACTURER. BACKFILL WITH COMPACTED �0 PROVIDE 'V' OPENINGS BE MORTAR FOR CONCRETE MASONRY CONFORMING TO NYS-DOT °w 3 EARTH SAUCER GRAVEL IN 6 LIFTS I (T0 MORTAR SEAL PIPE STANDARD SPEC SUB-SECTION #705-21. ¢ \6 HEIGHT OF RISER 48" 1 CONNECTION INSIDE & a 3" MULCH SECTIONS MAY VARY OUTSIDE 5. MANHOLE STEPS SHALL BE REQUIRED IN ALL DRAINAGE STRUCTURES a (TYP. SEE NOTE 3) A FROM 1' TO 4' DEEPER THAN 4 FEET. STEPS SHALL CONFORM TO NYS-DOT STANDARD a SPEC SUB-SECTION 9725-02. ROLL BACK 7S OF BURLAP BEFORE BACKFILLING \�\ �\ FINISHED GRADE \ \ O M Z REMOVE WIRE AND NON-BIODEGRADABLE MATERIAL �� /j\/ e0 " 6. BASE OF PRECAST CATCH BASIN SHALL REST ON BASE MATERIAL O �y ✓ ��\\\ 6 ENVELOPE COMPACTED IN PLACE WITH A VIBRATORY MECHANICAL TAMPER IN LIFTS w 00 O III III //\/ //\//\ III-III= 2 x4 x48 WOOD /��/� 0�0 O _ NOT TO EXCEED 6 AT A TIME. a M N �IIIIl� \/ /\\/ �T1ll;l OPTION FOR AREAS �� STAKES - NOTCHED CB LEAD FLOW O 2 III-I // -�� WITH GOOD DRAINAGE �� MORTAR ALL JOINT _ ero a e, o°o a Q =11i II=III=' 7. TRENCH SIDES SHALL CONFORM TO NYS DEPT OF LABOR AND OSHA > ' N =1u�' UNDISTURBED SUBGRADE 0 = $, c 8,a8,� P$, a 8,ae m W z ='' UNDISTURBED SO L '�%� SEE \ \ SAFETY REGULATIONS. a a i1-IIIiITIiIIiII IIiIIilTlil�11- %\\j\ NOTE 9 \\ \\ w Z a (n /\//\ �0 // / 6" CRUSHED STONE g• MANHOLE INLET AND OUTLET PIPE CONNECTIONS MUST BE JOINED TO THE Z Nz ROOTBALL 01 5x DIAMETER OF ROOTBALL \//\/ ° /\\/� a w 0 ° O Q / Oo0 /PROVIDE SNOUT® ON OUTLET MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION OR IN a F F O WIDTH \ \\ e \ \' ANY WATERTIGHT ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLING OF /\/\ / PIPES (OR APPROVED EQUAL) TO a > w w e a \ BE PROVIDED FOR CB-1 AND 2 0 w a NOTES /\// o 0 0 o e-° o e,e o \/� THE MANHOLE WALL AND PIPE TO TAKE PLACE. Z w J NOTES \ \ $a a�,ae $, a�,ae e$,e�, o 1. USE 8 STAKES - DRIVE 48 BELOW GROUND ,// � °e as as o � � as e= a ao e o a o a a ¢ � 1. IF ROOT BALL IS COVERED IN BURLAP, REMOVE TOP A OF THE BURLAP. \\/\ o/�o //\ � 8" PRECAST REINFORCED 9. SUMP DEPTH OF 48" � FOR 18" ID PIPE OUTLET WHEN SNOUT OUTLET F a /�\ \//\/i/ j\%\%\%\%\%\%\/ CONCRETE BASE UNIT 2. ROOT COLLAR TO BE SLIGHTLY ABOVE SURROUNDING GRADE. \ / HOOD IS PROVIDED. 18 MIN. SUMP CAN BE PROVIDED IN STRUCTURES W U o 2. PRUNE BROKEN BRANCHES TO RETAIN NATUAL FORM OF THE SHRUB. \//\//\//\//\//\//\j 6 COMPACTED WITHOUT SNOUT HOOD PROVIDED. z z 0 o N'W.3 3. MULCH IS TO BE PLACED 6" AWAY FROM TRUNK. N o u g W J J Z W CRUSHED STONE L- a W= Z � o NM °=a �W} w}o0awmzil., s SHRUB PLANTING � TREE PLANTING DETAIL s CATCH BASIN �� LLQWKLU a agaoao Oz az0w ¢} JW J C-11 SCALE: NTS C-11 SCALE: NTS C-11 SCALE: NTS a �N LL a a o Z 3 w=W Z aZOZW�m wNw¢w WZ OW o'oyaoc'i wZNZ�o2 Ua >Z�yO>0 UW=ooLL¢ w Q a°nwLL0w ��x¢=c�w = Z NK OZK_ }U ILH W H W w Ka72 z010>_aJ W �aoaJNH aoazmwa ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS } z MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY CLASSIFICATIONS REQUIREMENT ♦� Z FINAL FILL:FlLL MATERIAL FOR LAYER 6" PER. PIPE V C) 'D' STARTS FROM THE TOP OF THE PREPARE PER SITE DESIGN 45' FITTING 6" PERF. PIPE M 'C' LAYER TO THE BOTTOM OF ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR ENGINEER'S PLANS. PAVED NOTES. 12" SICPP INV. INV. IN=923.0 0 (n � w 1. THE LISTED AASHTO DESIGNATIONS ARE 0 D FLEXIBLE PAVEMENT OR UNPAVED PER ENGINEER'S PLANS. CHECK PLANS FOR N/A INSTALLATIONS MAY HAVE IN=923.5 O Q Y U W FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBGRADE REQUIREMENTS. STRINGENT MATERIAL AND FOR GRADATIONS 0NS ONLY. THE STONE SC-740 END CAP PAVEMENT SUBBASE MAY BE PART PREPARATION REQUIREMENTS. MUST ALSO BE CLEAN, CRUSHED, WITH 12" BOTTOM 0 a � I- o OF THE 'D' LAYER. ANGULAR. FOR EXAMPLE, A OUTLET CONTROL PRE-CORED STUB � N SPECIFICATION FOR #4 STONE WOULD STRUCTURE MH-2 E STATE: "CLEAN, CRUSHED, ANGULAR N0. SEE DETAIL 7 96.6' 0 O M BEGIN COMPACTIONS AFTER 12" 4 (AASHTO M43) STONE". >. W ~ a o OU (300 mm) OF MATERIAL OVER THE 2. STORMTECH COMPACTION REQUIREMENTS �� ♦ 11 W } � z AASHTO M145' CHAMBERS IS REACHED. COMPACT ARE MET FOR 'A' LOCATION MATERIALS 12" SICPP INV. " v a X � INITIAL FILL:FILL MATERIAL FOR A-1, A-2-4, A-3 ADDITIONAL LAYERS IN 6" (150 " 12 SICPP (INV.=923.6) Z LAYER 'C' STARTS FROM THE TOP GRANULAR WELL-GRADED SOIL/AGGREGATE WHEN PLACED AND COMPACTED IN 6 OUT=922.9 W Z m w 0 mm) MAX LIFTS TO A MIN. 95% OF THE EMBEDMENT STONE ('B' MIXTURES, <35% FINES OR PROCESSED OR PROCTOR DENSITY FOR WELL (150 mm) (MAX) LIFTS USING TWO FULL AGGREGATE. COVERAGES WITH A VIBRATORY W W O z Q C LAYER) TO 18 (450 mm) ABOVE GRADED MATERIAL AND 95% COMPACTOR. Z a W 2 THE TOP OF THE CHAMBER. NOTE AASHTO M43 RELATIVE DENSITY FOR PROCESSED 3. WHERE INFILTRATION SURFACES MAY BE Z 0 tU O MOST PAVEMENT SUBBASE MATERIALS CAN AGGREGATE MATERIALS. ROLLER 12" SICPP W _ THAT PAVEMENT SUBBASE MAY BE 3, 357, 4, 467, 5. 56, 57, „ A PART OF THE 'C' LAYER. BE USED IN LIEU OF THIS LAYER. 6, 67, 68, 7, 78, 8, 89, 9, GROSS VEHICLE WEIGHT NOT TO COMPROMISED BY COMPACTION, FOR 90' FITTING 12 SICPP (INV.=924.5) H 0 z 10 12,000 Ibs (53 kN). STANDARD DESIGN LOAD CONDITIONS, A SC-740 END CAP 0 a m 1- EXCEED m DYNAMIC FORCE NOT TO EXCEED FLAT SURFACE MAY BE ACHIEVED BY 20,000 Ibs (89 kN). RAKING OR DRAGGING WITHOUT WITH 12" BOTTOM r Q COMPACTION EQUIPMENT. FOR SPECIAL PRE-CORED STUB m M Q LOAD DESIGNS, CONTACT STORMTECH 12" SICPP TEE FITTING 12" SICPP (INV.=924.5) _ EMBEDMENT STONE:FILL FOR COMPACTION REQUIREMENTS. Q m B SURROUNDING THE CHAMBERS FROM CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' NO COMPACTION REQUIRED. 4. ONCE LAYER 'C' IS PLACED, ANY NN THE FOUNDATION STONE (A LAYER) 3, 357, 4, 467, 5, 56, 57 SOIL/MATERIAL CAN BE PLACED IN SC-740"END CAP w I.L LL o TO THE C LAYER ABOVE. WITH 24 BOTTOM O LL LAYER D UP TO THE FINISHED GRADE. o MOST PAVEMENT SUBBASE SOILS CAN BE PRE-CORED STUB FOUNDATION STONE: FILL BELOW 24" SICPP (INV.=923.5) v j It CHAMBERS FROM THE SUBGRADE UP AASHTO M43' PLATE COMPACT OR ROLL TO USED TO REPLACE THE MATERIAL 24" SICPP INV. OUT=923.6 w ' ¢ A CLEAN, CRUSHED, ANGULAR STONE 2.3 REQUIREMENTS OF LAYER 'C' OR 'D' AT o w TO THE FOOT (BOTTOM) OF THE 3, 357, 4, 467, 5, 56, 57 ACHIEVE A FLAT SURFACE. in � O � CHAMBER. THE SITE DESIGN ENGINEER'S DISCRETION. INLET CONTROL a H a 1 STRUCTURE STORMTECH SC-740 CHAMBER FILL MATERIAL SPECIFICATIONS, TYP. SEE DETAIL 5 3 �12SCALE: NTS FROM INSPECTION PORT — 15" SICPP INV. IN=925.2 OS-1 STORMTECH **THIS CROSS SECTION DETAIL ISOLATOR ROW REPRESENTS MINIMUM REQUIREMENTS 6" PERFORATED UNDERDRAIN ADS GEOSYNTHETICS IMPERMEABLE LINER ALL AROUND FOR INSTALLATION. PLEASE SEE CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS THE LAYOUT SHEET(S) FOR PROJECT PAVEMENT LAYER SPECIFIC REQUIREMENTS. (DESIGNED BY SITE DESIGN ENGINEER) PERIMETER STONE;\\\\\\�\\\�\��\\\�\\�\ ��`\�� \��\ ��`� ��`�� ``��\ \\\\\\� �\\\\\\\\\\\\�\\\\\\\\\\\\\�\\\ \ ♦^ (SEE NOTE 4 I r _ � If 6 1$" MIN* 8, MAX( J Q 1.'Lu 30" 1.1 :IIIIII s `I111111 ® ® ® ® ® Q IIIIII IIIIIIII- PLAN VIEW EXCAVATION WALL I�-�I- All III _ A _ _ _ _ _ _ _ _ _ _ 2 STORMTECH SC-740 MANIFOLD DETAIL TYP. -III — — 11=1 I1=11 — — — — (CAN BE SLOPED _ III-II -III-III-I99 -III-1 II III-III-III-III 11=III=III-III-III I-III=III=III=III=III=III=III=III III=11 III=III- III-III-III III III-77 11=III-III-III-III-III 111-111 6" MIN OR VERTICAL -III=III II 11=III=III-III- il-III-III=III= 1=III=III=III=III=III=III=III=III-III-III-III III=III=1 II-III-III-I -I I-III-III-III-III-III-III-III-II III-II- =111=1 1 111 111-1 1-1 _Ti-1T1-ITT ITT-111-111-1TI-1TI-1T1=1T1=1 -ITT-ITT-111 =111=1T1 === - -===== n C-12 SCALE: NTS -III 1=I —1 111=111-111-111=111=111=1T1=1T1 ITT=1T1=1T1-1 _I -1111111111111 111, 11111111111111 II II;1111-111-T1-1 1 111=1 1- -I -lil-1il-1il-1i1 1 I-I -I -- - -I 12" MIN SC-740 END CAP SUBGRADE SOILS 6" MIN 51" 12" MIN w (SEE NOTE 3) DRAINAGE STRUCTURE GENERAL NOTES: F NOTES: 6" PERFORATED UNDERDRAIN=923.0 1. ALL STRUCTURES SHALL BE RATED FOR H-20 LOADING w w 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. REINFORCING FOR ALL SECTIONS SHALL BE AS FOLLOWS: 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". TOP: #3 BARS SPACED AT 4" IN BOTH DIRECTIONS. 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH BOTTOM: #3 BARS SPACED AT 4" IN BOTH DIRECTIONS. Lo Lo Lo � M M CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. " CV CV CV (V (V (V CV CV W 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. SIDES: #3 BARS SPACED AT 8 IN BOTH HORIZONTAL AND VERTICAL. as N N 04 i Co � H 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: o 0 0 c`V o c00 (V Q • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. 3. ALL REINFORCEMENT SHALL BE PLACED SO IT WILL HAVE A MINIMUM COVER OF 2" AND BE LOCATED APPROXIMATELY WITHIN THE CENTER OF THE SECTION. Q Q o o Q o o p • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". 4. TOP SLAB AND/OR FRAME ADJUSTMENT: FOR ALL DRAINAGE STRUCTURES A MAXIMUM OF 6 INCHES OF BRICK AND MORTAR OR A MAXIMUM OF 2 INCHES OF MORTAR • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, 0) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO ALONE SHALL BE USED FOR TOP SLAB AND/OR FRAME & GRATE ADJUSTMENT. FOR ADJUSTMENTS OVER 6 INCHES AND NOT TO EXCEED 12 INCHES, PRECAST CONCRETE co 550 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73' F / 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR ADJUSTMENT ELEMENT(S) MANUFACTURED IN ACCORDANCE WITH NYS-DOT STANDARD SPEC SUB-SECTION #706-04 SHALL BE USED; A MAXIMUM OF 2 INCHES OF MORTAR w YELLOW COLORS. SHALL BE ALLOWED ON BOTH THE TOP AND BOTTOM OF THE PRECAST DEVICES. BRICK SHALL BE PRECAST PAVERS CONFORMING TO NYS-DOT STANDARD SPEC m co SUB-SECTION #704-13 AND MORTAR SHALL BE MORTAR FOR CONCRETE MASONRY CONFORMING TO NYS-DOT STANDARD SPEC SUB-SECTION #705-21. O z z w z 3 STORMTECH S C-740 CHAMBER CROSS SECTION , TYP. 5. MANHOLE STEPS SHALL BE REQUIRED IN ALL DRAINAGE STRUCTURES DEEPER THAN 4 FEET. STEPS SHALL CONFORM TO NYS-DOT STANDARD SPEC SUB-SECTION V LU LU C-12 SCALE: NTS 6 #725-02. w o o v o w w 7. BASE OF PRECAST CATCH BASIN SHALL REST ON BASE MATERIAL COMPACTED IN PLACE WITH A VIBRATORY MECHANICAL TAMPER IN LIFTS NOT TO EXCEED 6" AT A TIME. p V Vcl) L) w w FOUNDATION 0 0 0 w 8. TRENCH SIDES SHALL CONFORM TO NYS DEPT OF LABOR AND OSHA SAFETY REGULATIONS. WALL z z z p0 z W COVER ENTIRE ISOLATOR ROW PLUS WITH ADS z w w v O 0 _ _ � TOP OF STONE COVER=926.5 8. MANHOLE INLET AND OUTLET PIPE CONNECTIONS MUST BE JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION OR IN ANY WATERTIGHT Q w w z > O ~ ~ Ln GEOSYNTHEIICS 601 T NON-WOVEN GEOTEXTILE v� 8' 2.4 m MIN WIDE ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLING OF THE MANHOLE WALL AND PIPE TO TAKE PLACE. _j z z � w p > j - TOP OF CHAMBER=926.0 OPTIONAL INSPECTION PORT BUILDING DOWNSPOUT, �S z z I- _ Q SC-740 CHAMBER 0- z 0 SEE ARCH. DRAWINGS W W W a z p p cn MIN. TOP OF PAVEMENT=t930.2 a O z z w w 3r W W SC-740 CHAMBER RIM/PAVEMENT W MH-1 / ELEV=t930.1 z O O co Z I- - '\-< -, '\ \ '\ '\ '\ <'Ic//II./,11 ,,,II , CONCRETE DONUTS GUTTER TO DOWNSPOUT CONNECT AS REQUIRED - - SEE DETAIL 5 ;/ ,/,\s,. ;,,..\,r.,,l,,,,�1�n ,/,� /,.�/,..,,, , -> - O O w,�pII !/II c/i 11„p11 pII%.II qIl pll::ry 11 ,f II pII cp 11 QII /rll II qII /ill;/r II /i 11 /i li„yII rr 11 /i II /illy./r I. I,�/i II,�/i,�/i II,�/i II,�/i II,/ _ ��/i \\/i\\�//��\\!i \�/i\\�/iJ\\/r��; pll-cl,il,„11,�p,1 ./,11 /11;�,/I1= FOR GRADE O a z z ,// \,//.\>//,\,,/.\,/o\,, \\// \y,/.yH..a//o\,/,,\\ .\\,/.\ero / \\o \,//.\\y/ y//..>/�\-.7 \\//..\,i cy7,/ p\//p\//p\//p\//p\ p\//p\ ry l -y / - p= y- W W . ' .,, f/II -, \\, \\! \!-, 8 PRECAST REINFORCED " O O -, \ ,/; �, ADJUSTMENT - / \ llll //II //II //II //11 III�/f 11� _ _ _ - CONCRETE BASE UNIT 12 SICPP OUTLET N a a > v v ,c/ill plr_r/li�vrll //Il Mi 11 yll /i II J//:TIT/ill. /rll. /ill /ill /il cp 11 /ill�//11;_U II /lllc/ill,rr 11 Ji I1,C/ill li llic /i llc/i llc/ill�/i llc/i llc/i ll,�rllc/ill q\�//.O\y/i\\�/i0\\/i t 7/ z INV.=924.5 cn cn w w w e .. A UO „ ( ) W SC-740 END CAP Z Z 0 5 MIN a BACKFILL WITH �,i.\y>\.y/i\y/i\�Ua>,p>\\/i y/r.yiio\rr �ii\y!i\�iipyl, �/r �iioLiiy/i �py/io yri.\/i�tit\y/iil. y/ioy/ioy/ioy oy/ioy/ioy/i y/io\ yai=� =.�i � _�e_..r_ - " �o I f '^ O O � �i`/ill //II //I��/i 11 rr 11.F//II rrl pllrll /f 11 f/ilk/f 11 /ill /Il ,i 11 /i 11 /lll.c/ill r/II //JI,, .\��/i 72 I e V' -� -� _' //11_//III//II,//11,_illl //II,//11�//II'�//11- COMPACTED GRAVEL � � „11 ;,c\ :\ IN 6" LIFTS eO �o �° O > > W o (INV.=925.2)(To 80 80 w 12" INV. OUT (N)=924.5 VTO 15" SICPP INLET (SE) y w w 24" INV. OUT (E)=923.6 12;a" " SICPP OUTLET (N) -------5 ° 0 w s INV.=924. " ( ) O 24 SICPP OUTLET (E) 24" SICPP OUTLET (E) (INV.=923.6)IrA � - - - - - - - - - - - - - - - - - - - - - 80 �'o (INV.=923.6) ------- z 24" MIN. SUMP �0 8o 80 " 24" (600 mm) HDPE ACCESS PIPE BOTTOM OF CHAMBERS=923.5 eo 8 PRECAST 45' PVC BEND FITTING REQUIRED USE FACTORY REINFORCED PRE-FABRICATED END CAP WITH BOTTOM OF STONE=923.0, CONTRACTOR TO PROVIDE CONCRETE BASE ". a` U C7 FLAMP PART #. SC740EPE24BR IMPERMEABLE LINER ACROSS BASE AND SIDES OF _ Ln P ae,�� ;e, ;ale�, �� e e UNIT \ DEPTH AS / P=P=a�a P= F_F= -'. P=� ..I.--P=P=�e-.eI--- 1.--I F-I � DRAINAGE STONE TO PREVENT INFILTRATION \ REQUIRED 1 6" PERFORATED UNDERDRAIN=923.0 KEY INTERIOR 15" SICPP INLET (SE) ROOF DRAIN LEADER TO TO DRAIN ^ W 00 ONE LAYER OF ADSPLUS125 WOVEN GEOTEXIILE 6" COMPACTED WALL 4" INTO BE STONE BACKFILLED W o O PROFILE VIEW BETWEEN FOUNDATION STONE AND CHAMBERS CRUSHED BASE (INV.=925.2) �o I--I W Z �. n Ln 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT STONE ao , Z w Z m SEAMS SEE PLANS FOR f•-�-I Z UNDERGROUND MH-1 INLET STRUCTURE og PIPE SIZE STORMTECH SC-74O T RA E PRE-TREATMENT ROW, TYP. C-12 SCALE: NTS CONCRETE DONUTS o 00 5, w LnFOR GRADE " n � Ln INSPECTION & MAINTENANCE: RIM/PAVEMENT o - c1l �o 1. INSPECT ISOLATOR ROW PLUS FOR SEDIMENT ADJUSTMENT ELEV=t930.5 00 0 0 o �o�g v, Q , ; � o A. INSPECTION PORTS (IF PRESENT) �o��ggo o o w A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN " " o Ln o O O W M „ A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED 8 PRECAST REINFORCED INLET (NE)PIPE 12 (300 mm) MIN WIDTH A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD °� CONCRETE BASE UNIT 12" SICPP OUTLET (W) x CONCRETE COLLAR NOT LOWER MAINTENANCE LOG " " °� o`b / (INV.=922.9) (INV.=923.0) $ ROOF LEADER SYSTEM w A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT o`j� o REQUIRED FOR UNPAVED LEVELS (OPTIONAL) TEMPORARY 12 SICPP INLET S 4$ BACKFILL WITH CONCRETE COLLAR APPLICATIONS A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED ( )LEDo`b °� COMPACTED GRAVEL ¢ PAVEMENT 8" NYLOPLAST INSPECTION TO STEP 3. (INV.=923WATERIIGHT AFTER IN 6" LIFTS C-12 SCALE: NTS COORDINATE WITH ARCHITECTURAL DRAWINGS w Ix CONCRETE SLAB PORT BODY (PART# B. ALL ISOLATOR PLUS ROWS UPSTREAM SEDIMENT BASIN 66 °� a 6.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS 6" (150 mm) MIN THICKNESS 2708AG41PKIT) OR TRAFFIC IS DECOMIMISSIONED 5" MIN o __ B.2. USING A FLASHLIGHT INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET o`b RATED BOX W/SOLID PIPE CD M Z o� `ir II``l�%ram/i II yell �\�/�r��rjl " � LOCKING COVER 1) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE 12 SICPP INLET (E) -- � N » r� " ENTRY 12 SICPP OUTLET (W) co U-n II \riy II' 4 100 mm SDR 35 PIPE o (INV.=923.5) �� 12 SICPP INLET (E) a M N ( ) 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE (INV.=922.9) o� (INV.=923.5) a N _ 6.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED &0 6" PERF. PIPE 4" (100 mm) INSERTA TEE TO STEP 3. INLET (SE) m W Z Q (n STORMTECH CHAMBER TO BE CENTERED ON 2. CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS (INV.=923.0) a a CORRUGA11ON CREST A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR a m �� a $�e a�� N z < � MORE IS PREFERRED 5'S 9 5 5',I 9f ;a, 9 8" PRECAST a 3 D' o B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN KEY INTERIOR a = W z CD Q C. VACUUM STRUCTURE SUMP AS REQUIRED REINFORCED WALL 4" INTO 6" COMPACTED �� TEMP. 12" SICPP INLET (S) ~ U ~ 3. REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. CONCRETE BASE z w w w 4. INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. UNIT BASE CRUSHED (INV.=923.8) O w a STONE w ¢ 0 0 a p to 0 0 0 0 OUTLET STRUCTURE 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION MH-2. O }�' Z o W INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER z Z = Z o N W 3 ELEVATIONS. c� 0,o'- `W �a�oz= 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS N M o o>}a m z°W LL NECESSARY. Oz azowluz3 boa>j° a} J W J 3. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST. O LL 0 W z W a s W o a o mo Oa2z~='wz M-W - s ISOLATOR ROW INSPECTION PORT, TYP. s UNDERGROUND DETENTION SYSTEM DRAINAGE STRUCTURES ZNJWJ~ WWN 1 n °a 3 w W >- LLa ao z N�awNN C-12 SCALE: NTS C-12 SCALE: NTS OW o'oyaoc'i wZNZ�o2 Va >zFin°}o °W=°pia w Q aNWLL0>N ��xa=c�w = z NK 0z W_ }OIiH W H W Ka72 z0It O}IL a o a J N H a D a z m W a z 0) } H z 0 O tU DOME FRAME AND 0 0 Z w GRATE/COVER TO GRATE OPTIONS LOAD RATING PART# DRAWING# O O a MATCH BASIN O.D. - N li �, o o O O � M O � 00® o DOME N/A 1299CGD 7001-110-206 W a X U Z I 0 .. X z � O � O 11, F- W cowI- w � a z z N GRAVEL BACKFILL UP TOE' W W W Q z Q ~ o o m a a o w z GRADE FOR DRAINAGE 1. GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH L? Z O a V w <U - THE EXCEPTION OF THE BRONZE GRATE. H O z � Qy awoz� cn pa m m wv< a a<w z < (5) ADAPTER2. FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 Q m W z M a a o m m vARi�Ae�o' - o z 0 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN a Z o a z �� tea' m z x DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING < -i a ACCORDING <w cD= op^ RESTRICTIONS. SEE DRAWING NO. 7001-110-065 > Q .. TO PLANS o z ro M = ~ O O NQN H_ > \� >a 0 N N 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM . ® ® 0 0 iu LrL ..< LL r i n v a m z D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 co of � MAI o 0 o F C�C O o .. < HP, & PVC SEWER. O O w G Z a 5. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 3607. TO DETERMINEa. 00 w WATERTIGHT JOINT ' MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. a O0 a (CORRUGATED HDPE SHOWN) - SECTION A-A $, THE BACKFlLL MATERIAL SHALL BE CRUSHED STONE OR OTHER 3l4 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS �\ II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFlLL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ADS PART NUMBER 1599CGD 12" FOR CORRUGATED HDPE ADS N-12 HANCOR DUAL WALL, APPROX.DRAIN AREA=122.07 SQ IN ( / ` , THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY APPROX.WEIGHT WITH FRAME=26.50 LBS ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC RIGHTS, THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, 3 DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC BUFORD,G0s a OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN PHN(770)932-2443 REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR FAX(770)932-2490 Nyl0 last MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS www.nyloplast-us.com FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. NYLOPLAST DRAIN BASIN WITH DOME COVER OR APPROVED EQUAL 2 NYLOPLAST DOME GRATE J C-13 SCALE: NTS C-13 SCALE: NTS a Lu 0 BASIN SIZE DESIGN, EEEL NYSDEC STANDARDS Al�L SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL: A SEDIMENT STORAGE ZONE: ELEV. 926-927 0 0 0 0 24" DIA. RISER PERFORATED HDPE RISER PIPE 1,000 CF x 1.10 ACRES = 1,100 CF REQUIRED w WRAPPED IN FILTER FABRIC OVER WIRE MESH. 1,491 CF PROVIDED BETWEEN ELEV. 926-927 J O O O 1" PERFORATIONS SPACED 6" O.C. PROVIDED BETWEEN INSTALLED ELEVATIONS OF DEWATERING ZONE DEWATERING ZONE: w O o O O 928.5-929 ONLY ELEV.=927-929 ELEV. 927-929 W aPROFILE TOP OF PIPE=929.0 STORAGE PROVIDED = 4,852 CF > 3,960 CF REQUIRED 3,600 CF x 1.10 ACRES = 3,960 CF REQUIRED O O O SEDIMENT STORAGE ZONE DISCHARGE TO 12" INV. OUT=924.0 4,852 CF PROVIDED BETWEEN ELEV. 927-929 w c•� N O O O O w UNCONFINED SECTION ELEV.=926-927 MINIMUM BASIN SURFACE AREA REQUIRED: Lo Lo � "' o� o� � � N (FLARED OUTLET) STORAGE PROVIDED = 1,209 CF > 1,100 CF REQUIRED N N N N N N N N ° vi (MINIMUM TAILWATER 0.01 x Qp (10-YEAR, 24-HOUR RAINFALL EVENT PEAK FLOW) 000 c� c� i o � H �� w CONDITION) 3 ELEV.=930 Qp = 2.6 CFS (FOUND USING RATIONAL METHOD) uoo uo'� I Lo � ti 0 O OO OO 0O� > III- - 11,2090.01 xSF PROVIDED AT 9261,132 SF o 0 0 0 o 0 0 J =- ----------- DEWATERING ZONE = " FLOW- ---------------------------------------------- H 3 =1 - 12 OUTLET PIPE co z O O ANTI-SEEP COLLAR, TYP. -II -I ROUGHNESS COEFFICIENT=0.012 w OO O _ ---------------- -- EDIMENLSIORAGE _ 1= WETTED PERIMETER=3.1 FT co w I I III_ _I I- co co I- I- � FLOW AREA=0.8 SF I- z O z A PIPE VELOCITY=3.5 FT S z z w / 0 w w w La=6r II I1=1I 1=1I 1=1 I1=1 I1=1I 1=1I 1=1 I-I1=1I 1=1I 1=1 I1=1 I1=1I 1=1I 1=1 I1=1 I1=1I 1=1I 1=1 I1=1 I1- PIPE FLOW=2.7 CFS I.-: E E CLEANOUT AT 50% SEDIMENT (L E E O Q Q 2.6 CFS < 2.7 CFS, THUS THE PIPE IS CAPABLE OF w O O PLAN MEW TEMPORARY 12" SICPP--/ STORAGE ZONE VOLUMEv OUTLET TO PROPOSED MH-2 ELEV.=926.5 CARRYING THE OUTLET FLOW OF THE SEDIMENT BASIN V V cl) W < < DURING THE 10-YEAR 24-HOUR RAINFALL EVENT O O O w cn Q Q z z z o z z D' D' w A 4 SEDIMENT TRAP-1 z w w V 3r I- I- fA C-13 SCALE: NTS a w z > > 'z cn Q O DISCH. J p p d/2 PIPE z z z w w 3r Lu Lu 5;w S=O% z O 1— Z W 0 5 5 w z BASIN SIZE DESIGN, PER NYSDEC STANDARDS Al�L z O O w a LL SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL: w w a O O GRADED AGGREGATE i4 SEDIMENT STORAGE ZONE: w cn cn w z w w FILTER O�LTER CLOTH ��"" ELEV. 930-931 w z z w O w w 24" DIA. RISER PERFORATED HDPE RISER PIPE 1,000 CF x 0.27 ACRES = 270 CF REQUIRED N O O co A NOTES: WRAPPED IN FILTER FABRIC OVER WIRE MESH. DEWATERING ZONE 623 CF PROVIDED BETWEEN ELEV. 930-931 z 1" PERFORATIONS SPACED 6" O.C. PROVIDED ELEV.=931-932 O > > w PROFILE VIEW STORAGE PROVIDED = 1,125 CF > 972 CF REQUIRED N w w 1. APRON AT ZERO GRADE SIDE SLOPE AT 2:1 BETWEEN INSTALLED ELEVATIONS OF DEWATERING ZONE: w (HORIZ:VERT). 928.5-929 ONLY ELEV. 931-932 w TOP OF PIPE=929.0 SEDIMENT STORAGE ZONE 3,600 CF x 0.27 ACRES = 972 CF REQUIRED VARIES 2. MINIMUM d50 RIP RAP SIZE = 2.4" 12" INV. OUT=924.0 ELEV.=930-931 1,125 CF PROVIDED BETWEEN ELEV. 931-932 STORAGE PROVIDED = 623 CF > 270 CF REQUIRED MINIMUM BASIN SURFACE AREA REQUIRED: 0.01 x Qp (10-YEAR, 24-HOUR RAINFALL EVENT PEAK FLOW) am 00 ti W Ln Iq m z 2 d/2 2 3 ELEV.=932.6 Qp = 0.6 CFS (FOUND USING RATIONAL METHOD) 1 � � 1 I � = 0.01 x 0.6 = 0.006 = 261 SF s, _ 404 SF PROVIDED AT 930 1 _ -------- -- ---------------- _ SEE RIPRAP STANDARDS 1 AND SPECIFICATIONS Z n ..... =1 -I-DEWATERING ZONE 12" OUTLET PIPE FLOW: ANTI-SEEP COLLAR, TYP. -II -------------------- -- --------------------- =1 ROUGHNESS COEFFICIENT=0.012 N =11 ----------------- --SEDIMENT SOARAGE I= �1 W o O °O GRADED AGGREGATE -III- _ - FLOW AREA I0 8S F 3.1 FT I--I Z w Z FILTER OR FILTER CLOTH II-I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1 PIPE VELOCITY=2.7FT/S ---r � C7 � O 1=1I1=1I-1I-1I-1I-1I-1I-1I_ -1I-1I-1I-1I-1I-1I-1I-1I-1I-1I-1I-1I1= PIPE FLOW=2.1 CFS O Z H U CROSS SECTION A-A W " x CLEANOUT AT 50% SEDIMENT W w w PERMANEMENT 12„ SICPP STORAGE ZONE VOLUME 0.6 CFS < 2.7 CFS, THUS THE PIPE IS CAPABLE OF a g Z OUTLET TO EXISTING ELEV.=930.3 CARRYING THE OUTLET FLOW OF THE SEDIMENT BASIN DURING Z w ROCK RIPRAP OUTLET PROTECTION DRAINAGE STRUCTURE IN ROW THE 10-YEAR 24-HOUR RAINFALL EVENT M--� OZ w Z P. L' � � 3 UNCONFINED DOWNSTREAM SECTION 5 SEDIMENT TRAP-2Ln W Q C-13 SCALE: NTS C-13 SCALE: NTS O 0 w } ol m 0 50' CL a NOTES: l ' a z_ 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FILTER CLOTH 2. LENGTH - NOT LESS THAN 50 FEET. � N Z cool O 50 MIN 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. a M 04 4. WIDTH - 24 FEET MINIMUM. m W z a O _ 0 ' C4 Q (l) ' 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. W z a (n ..........�\\/�\\/�\� z 3 O LA Q 12r MIN ONE WAY 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES a w W z p 24! MIN TWO WAY 12' SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 W SLOPES WILL BE PERMITTED. Z a o rn 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING o z OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. =W o W z zw= zo W. M 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH o w o U �W a o z Lu DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ON �0 W w°z 3 W o a w o z ¢P ZW W KLU¢Z J W J 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. _ o a o w¢ s CONSTRUCTION ENTRANCE JZ=~Z_ _L ��a o< ZN wvaF 3wwwin� �J P'LL<<Ow wN KQw NN C-13 SCALE: NTS a� >lwu>-O Z~10 =oo oa 4 oy¢Oo [L=Zw a w >Z-N U> Q ¢NWLLo>N ��x¢=c�w = z NK OZK- }U lit- W F- W K¢72 Zo l o>-dJ -aoaJtnt- ¢o¢zmw¢ EROSION CONTROL NOTES } Z EROSION AND SEDIMENT CONTROLS 5. SEQUENCE OF MAJOR ACTIVITIES 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) 5. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE A WEEK. (n F- THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE ABOVE LISTED CALENDAR DAYS INSPECTION AND MAINTENANCE REPORT FORMS Z 1. STABILIZATION PRACTICES (TEMPORARY) EROSION AND SEDIMENT CONTROL PRACTICES. THE CONTRACTOR MAY DESIGNATE THESE ONCE INSTALLATION OF ANY REQUIRED OR OPTIONAL EROSION CONTROL DEVICE OR 6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR a) TEMPORARY SEEDING AND PLANTING OF ALL UNPAVED AREAS WHEN CONSTRUCTION TASKS TO CERTAIN SUBCONTRACTORS ASCONTROLS AND ENSURING THEIR PROPER IS SEEN FIT, BUT THE ULTIMATE 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURE HAS BEEN IMPLEMENTED, AT LEAST ONCE EVERY SEVEN 7 CALENDAR DAYS AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE O ACTIVITY HAS CEASED, OR WILL CEASE, IN AN AREA FOR 14 DAYS. SEEDING RESPONSIBILITY FOR IMPLEMENTING THESE C EROSION CONTROL MEASURES ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED SHALL BE PERFORMED BY A QUALIFIED PROFESSIONAL. THE FORMS)FOUND IN THIS SWPPP SITE. V MIXTURES AND APPLICATION RATES ARE LISTED ON SHEET C-2. FUNCTION REMAINS WITH THE CONTRACTOR. THE ORDER OF ACTIVITIES WILL BE AS b) MULCHING EXPOSED AREAS. FOLLOWS: WITHIN 24 HOURS OF REPORT. SHALL BE USED BY THE INSPECTORS TO INVENTORY AND REPORT THE CONDITION OF EACH 0 Cn MEASURE TO ASSIST IN MAINTAINING THE EROSION AND SEDIMENT CONTROL MEASURES IN Z w c) FREQUENT WATERING TO MINIMIZE WIND EROSION DURING CONSTRUCTION. a) CONDUCT PRECONSTRUCTION MEETING. GOOD WORKING ORDER. 7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT O Q Y U 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED APPLY. 2. STABILIZATION PRACTICES (PERMANENT) b) DELINEATE BOUNDARIES OF DISTURBANCE AS PER THE LAYOUT AND GRADING PLAN. ONE-THIRD THE HEIGHT OF THE FENCE. 6L p c a) LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL c) CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT AT THE LOCATION SHOWN THESE REPORT FORMS SHALL BECOME AN INTEGRAL PART OF THE SWPPP AND SHALL BE g, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED a O 0 W M BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED. ON THE EROSION AND SEDIMENT CONTROL PLAN. MADE READILY ACCESSIBLE TO GOVERNMENTAL INSPECTION OFFICIALS THE OPERATOR'S b PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS. ,4. SILT FENCES WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE ENGINEER, AND THE OPERATOR FOR REVIEW UPON REQUEST DURING VISITS TO THE PROJECT NECESSARY BY ON SITE INSPECTION. W a c O d) INSTALL PERIMETER SILT FENCE AND SECURITY CONSTRUCTION FENCE IN THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE LOCATIONS SHOWN ON THE PLAN. POSTS ARE SECURELY IN THE GROUND. SITE. IN ADDITION, COPIES OF THE REPORTS SHALL BE PROVIDED TO ANY OF THESE ♦♦^^ W >- � � z 3. STRUCTURAL MEASURES TEMPORARY PERSONS, UPON REQUEST, VIA MAIL OR FACSIMILE TRANSMISSION. INSPECTION AND 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER V �/ O X a. STABILIZED CONSTRUCTION ENTRANCE: AT THE ENTRANCE TO THE ALL DISTURBED e) ESTABLISH STAGING AREA ON PROJECT SITE. MAINTENANCE REPORT FORMS ARE TO BE MAINTAINED BY THE PERMITTEE FOR FIVE YEARS OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. O W ZO AREAS FROM AN EXISTING ROADWAY A STABILIZED CONSTRUCTION ENTRANCE SHALL f) EXCAVATE THE TEMPORARY SEDIMENT BASIN. 5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL FOLLOWING THE FINAL STABILIZATION OF THE SITE. W CO w BE PROVIDED. THE PURPOSE OF THE STABILIZED CONSTRUCTION ENTRANCE IS TO BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. ~ g) REMOVE TOPSOIL, STOCKPILE AND STABILIZE SITE WHERE CONSTRUCTION ACTIVITY 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY W LV Q w Q REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO THE PUBLIC OTHER RECORD-KEEPING REQUIREMENTS TO ESTABLISH PERMANENT SOIL STABILIZATION. Z RIGHT-OF-WAY. HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND Z O a U b. SILT FENCE: SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION WATERED. 6. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES THE CONTRACTOR SHALL KEEP THE FOLLOWING RECORDS RELATED TO CONSTRUCTION W F- O Z_ CONTROL PLAN THE FABRIC SHALL MEET THE SPECIFICATIONS NOTED ON THE h) SITE GRADING. IMPORT OF FILL MATERIAL TO RAISE SITE TO PROPOSED GRADE (OR OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS ACTIVITIES AT THE SITE: 11. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE NEW YORK STANDARDS AND O a m m SWPPP. w DETAILS UNLESS OTHERWISE APPROVED BY THE APPROPRIATE EROSION AND SUB-GRADE, AS APPROPRIATE). SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. Q SEDIMENT CONTROL PLAN APPROVAL AUTHORITY. SUCH APPROVAL SHALL NOT - DATES WHEN MAJOR GRADING ACTIVITIES OCCUR AND THE AREAS WHICH WERE GRADED r Q CONSTITUTE STATEWIDE ACCEPTANCE. i) BUILDING FOUNDATION EXCAVATION (BUILDING CONSTRUCTION TO CONTINUE 7. THE OPERATOR SHALL HAVE A "QUALIFIED PROFESSIONAL" CONDUCT SITE INSPECTIONS CONCURRENTLY WITH REMAINING SITE WORK). - DATES AND DETAILS CONCERNING THE INSTALLATION OF STRUCTURAL CONTROLS 12. REFER TO THE NYS STANDARDS FOR EROSION AND SEDIMENT CONTROL "BLUEBOOK" FOR c. DUST CONTROL: DUST CONTROL IS THE CONTROL OF DUST RESULTING FROM FOLLOWING THE COMMENCEMENT OF CONSTRUCTION. A "QUALIFIED PROFESSIONAL" IS A m M Q LAND-DISTURBING ACTIVITIES. THE PURPOSE IS TO PREVENT SURFACE AND AIR j) COMPACT GRAVEL ALONG ALL DRIVE AISLES AND PARKING AREAS. - DATES WHEN CONSTRUCTION ACTIVITIES CEASE IN AN AREA ALL EROSION CONTROL PRACTICES TO BE IMPLEMENTED. SPECIFICALLY, REFER TO THE PERSON KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICE OF EROSION AND SEDIMENT _ MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE k) COMPLETE UTILITY INSTALLATIONS. CONTROLS, SUCH AS A LICENSED PROFESSIONAL ENGINEER, CERTIFIED PROFESSIONAL IN - DATES WHEN AN AREAS IS STABILIZED, EITHER TEMPORARILY OR PERMANENTLY FOLLOWING FIGURES: 3.1, 3.18, 4.8, 5.2, 5.27, 5.30, AND 5.32. Q H DAMAGE, HEALTH HAZARDS, AND TRAFFIC SAFETY PROBLEMS. EROSION AND SEDIMENT CONTROL (CPESC), OR SOIL SCIENTIST. - DATES OF RAINFALL AND THE AMOUNT OF RAINFALL di L� o d. SEDIMENT TRAP: SEDIMENT TRAP TO BE INSTALLED IN DETENTION BASIN AREA FOR I) INSTALL FILTER FABRIC DROP INLET PROTECTION AT ALL STORM INLETS AND INSTALL 13. PRIOR TO SUBMISSION OF THE NOI AND NOT TO NYSDEC, MS4 APPROVAL OF THE O - USE DURING CONSTRUCTION. STONE OUTLET SEDIMENT TRAP TO BE INSTALLED AS CONCRETE WASHOUT AREA. - DATES AND DESCRIPTIONS OF THE CHARACTER AND AMOUNT OF ANY SPILLS OF o HAZARDOUS MATERIALS PROJECT SWPPP MUST BE OBTAINED. Z W PER DETAIL TO ELIMINATE SEDIMENT DISCHARGE TO DOWNSTREAM AREAS DURING m) COMPLETE SITE CONCRETE CONSTRUCTION. 8. DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE w a CONSTRUCTION PHASE. OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. - RECORDS OF REPORTS FILED WITH REGULATORY AGENCIES IF REPORTABLE QUANTITIES a. n) COMPLETE FINAL GRADING OF SITE. OF HAZARDOUS MATERIALS SPILLED 14. ALL CONSTRUCTION ACTIVITIES CONDUCTED BETWEEN NOVEMBER 15TH AND APRIL 1ST a 0 W 4. STRUCTURAL PRACTICES (PERMANENT) o) RESTORE ALL COMPACTED SOILS IN ACCORDANCE WITH SECTION 5.1.6 OF THE NYS 9 REPORT TO NYS DEC WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT ARE TO ADHERE TO THE WINTER STABILIZATION REQUIREMENTS OUTLINED ON PAGE 2.38 .STORMWATER DESIGN MANUAL. WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN EROSION CONTROL NOTES (DETAIL 5 ON THIS SHEET) WITHIN THE NEW YORK STATE STANDARDS AND a. ROCK OUTLET PROTECTION: ROCK OUTLET PROTECTION IS A SECTION OF ROCK PROVIDE FINAL STABILIZATION AND LANDSCAPING OF NEW AREA. REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. THE FOLLOWING EVENTS SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (DETAIL 5 BELOW) AND SECTION PROTECTION PLACED AT THE OUTLET END OF CULVERTS, CONDUITS, OR CHANNELS. P) q) FINALIZE SITE PAVING. REQUIRE 24 HOUR REPORTING: A) ANY UNANTICIPATED BYPASS WHICH EXCEEDS ANY IV.A OF THE PROJECT SWPPP. THE PURPOSE OF THE ROCK OUTLET PROTECTION IS TO REDUCE THE DEPTH, 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS VELOCITY, AND ENERGY OF WATER, SUCH THAT THE FLOW WILL NOT ERODE THE r) PROVIDE FINAL STABILIZATION OF DISTURBED AREAS VIA SEEDING AND MULCHING. EFFLUENT LIMITATION IN THE PERMIT, B) ANY UPSET WHICH EXCEEDS ANY EFFLUENT BEEN RECEIVED BY MS4 GOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL RECEIVING DOWNSTREAM REACH. LIMITATION IN THE PERMIT, AND C) A VIOLATION OF A MAXIMUM DAILY DISCHARGE STRICTLY ADHERE TO THE APPROVED SWPPP DRAWINGS DURING CONSTRUCTION b. REINFORCED SLOPE PROTECTION: A TEMPORARY PROTECTIVE COVERING PLACED ON s) REMOVE INLET PROTECTION NO MORE THAN 24 HOURS PRIOR TO PLACING ASPHALT LIMITATION FOR ANY OF THE POLLUTANTS LISTED BY THE EPA IN THE PERMIT TO BE OPERATIONS. A PREPARED PLANTING AREA THAT IS ANCHORED IN PLACE BY STAPLES OR OTHER PAVEMENT. REPORTED WITHIN 24 HOURS. THE WRITTEN SUBMISSION MUST CONTAIN A DESCRIPTION MEANS TO AID IN CONTROLLING EROSION BY ABSORBING RAIN SPLASH ENERGY AND t) UPON UPSTREAM STABILIZATION, REMOVE DEPOSITED SEDIMENT FROM TEMPORARY OF THE NON-COMPLIANCE AND ITS CAUSE; THE PERIOD OF NON-COMPLIANCE, WITHSTAND OVERLAND FLOW AS WELL AS PROVIDE A MICROCLIMATE TO PROTECT SEDIMENT BASIN PRIOR TO CONSTRUCTING BIORETENTION FILTERS AND OUTLET INCLUDING EXACT DATES AND TIMES, AND IF THE NON-COMPLIANCE HAS NOT BEEN 2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL THE APPROPRIATE EROSION AND PROMOTE SEED ESTABLISHMENT. CONTROLS. CORRECTED, THE ANTICIPATED TIME IT IS EXPECTED TO CONTINUE; AND STEPS TAKEN CONTROL MEASURES HAVE BEEN INSTALLED. c. LAND GRADING: PERMANENT RESHAPING OF THE EXISTING LAND SURFACE BY u REMOVE SILT FENCE ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES OR PLANNED TO REDUCE, ELIMINATE, AND PREVENT RECURRENCE OF THE ) GRADING IN ACCORDANCE WITH AN ENGINEERING TOPOGRAPHIC PLAN AND ARE STABILIZED. NON-COMPLIANCE. 3. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS OF FINAL SPECIFICATION TO PROVIDE EROSION CONTROL AND VEGETATIVE ESTABLISHMENT ON GRADING. (n DISTURBED, RESHAPED AREAS. 10. RELEASES OF HAZARDOUS SUBSTANCES OR OIL IN EXCESS OF REPORTABLE QUANTITIES J MAINTENANCE/INSPECTION PROCEDURES (AS ESTABLISHED UNDER 40 CFR 110 40 CFR 117 OR 40 CFR 302) MUST BE THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN REPORTED. FORM G-1 PROVIDES FURTHER DETAILS ON THE NOTIFICATION AND 4. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES. REPORTING PROCESS. AS SPECIFIED. W 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND SIGN TO INDICATE 10' MAX C. TO C. WOVEN WIRE FENCE LOCATION OF WASHOUT AREA 6" MESH SPACING)MIN 14 GAUGE, MAX STANDARD AND SPECIFICATIONS FOR iu J BERM TO WINTER STABILIZATION F SURROUND 48" HIGH - _ PERIMETER 6 O.C. O -'.:_ , perimeter and sensitive locations. Silt fence and other GROUND SURFACE 0000 C--) DENSITY ORANGE s��' p STAKE LINER z 0C OD 0 POLYETHELENE practices requiring earth disturbance must be installed IN PLACE 00�00 00 SAFETY FENCE before the ground freezes. LO M M 0000L C--) N N N N N N N N C UNDISTURBED GROUND O� 000000000000 g0 0'0 N N i o Q \ 0�000000000000 00 WIRE OR ZIP TIES 7. Soil stockpiles must be protected by the use of o 0 0 N o M N MIN 00000000000000 00 TO SECURE SAFE established vegetation anchored straw mulch rolled uO LO I n o ti 0 FENCE TO POST stabilization matting,or other durable covering.A CD 0 0 0 0 0 0 STAKES: 72" ti barrier must be installed at least 15 feet from the toe of WOVEN WIRE FENCE WITH 00 0000000000 000 00 * the stockpile to prevent soil migration and to capture co - FILTER CLOTH OVER ? 00 000�0000�0�000 O T-POST DRIVEN 2 Z N �� OO 000 0000 0000 MIN. BELOW GRADEloose soil. Z UNDISTURBED OD 00 a0000a 0000 00 w 8' x8' MW O O O O O cn 10 MIL CONTINUOUS N GROUND 00 O O activity temporarilyco OR AS REQUIRED TO FLOW O O O O O O O 8. In areas where soil disturbance activi has tem oraril v� v� Z CONTAIN WASTE CONCRETE PLASTIC LINER o00 o�oogo�oogo�000 FINISHED GRADE or permanently ceased,the application of soil ~ ~ Lu Z 00 00 00000000000 Oo stabilization measures should be initiated by the end of OU w wLU EMBED FILTER CLOTH 16" MIN �O OogooO�O0000Oo g0 the next business day and completed within three(3) a O Q Q MIN. 6 INTO GROUND 48„ �� Ooog00000000000go .........`.`, days. Rolled erosion control blankets must be used on w O O V O w w 00NOTES 00 On r00 -0000� . - all slopes 3 horizontal to 1 vertical or steeper. 0 V V co U W W POSTS: STEEL, EITHER "T" OR "U" TYPE OR 2" HARDWOOD O� googo�oogo�.:.:.:.:. _ -III= Definition & Sco e z z z oCn w > > 1. CONCRETE WAHSOUT AREA SHALL BE INSTALLED PRIOR TO ANY 00 o0000000 _ -III= = a 9. If straw mulch alone is used for temporary O Z Z w CONCRETE PLACEMENT ON SITE. 00 00000 -III-I I I-I I =1 I stabilization,it shall be applied at double the standard Z w w V O � _ _ FENCE: WOVEN WIRE, 14 1/2 GAUGE, 6 MAX. MESH OPENING OO 000 = III=III=III=III= F H HCn O O A temporary site specific,enhanced erosion and sediment rate of 2 tons per acre,making the application rate 4 Q w w z O OD O. = = = = = = control plan to manage runoff and sediment at the site during tons per acre.Other manufactured mulches should be -j Z Z > p w w - 2. CONCRETE WASHOUT OUT AREA SHALL BE LINED WITH A 10 MIL FILTER CLOTH: FILTER X., MIRAFl 100X, STABILINKA T140N OR APPROVED EQUAL 00 . Cn . . . . - =III=III=III= III= = = p g g p w > > IMPERMEABLE LINER AND STAKED IN PLACE. O construction activities in the winter months to protect off-site applied at double the manufacturer's recommended Z Z O Q O PREFABRICATED UNIT. GEOFAB, ENVIROFENCE, OR APPROVED EQUAL =1 = -III=III=III=III=III=III=III-I -III=III= water resources. rate. w w z Cn 3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE - =III=III- - = = = = = = = = IF I Z Z Z w R 3r LU L > WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY 10.III=III-III-III-III-III=III=III=III=1 = Conditions Where Practice Applies 10. To ensure adequate stabilization of disturbed soil in w ?� ?� o_ w O > > w INDICATE LOCATION OF CONCRETE WASHOUT AREA TO OPERATORS OF = = = III=III=III=III=III=III=III=III= advance of a melt event,areas of disturbed soil should Z O O cn Z O O CONCRETE TRUCKS AND PUMP RIGS. -III-III-III III=III=III=III=III=III=I = be stabilized at the end of each work dayunless: � H H Z w LL LL 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. » = = = III=III=III=III= = This standard a lies to all construction activities involved W O w Z Z 24 MIN. pp O� w w Cn a 0 0 4. THE CONCRETE WAHSOUT AREA SHALL BE REPAIRED AND ENLARGED =1 =1 III=1 =1 =1 with ongoing land disturbance and exposure between a. work will resume within 24 hours in the same area a a cn 2. FILTER CLOTH IS TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24 AT = _ = =III= November 156'to the following Aril I". W > z U U OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR - g p and no precipitation is forecast or; w Z Z w O W W TOP AND MID SECTION. P p WASTED CONCRETE. � o_ O O � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX Design Criteria b. the work is in disturbed areas that collect and co to � > 5. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED INCHES AND FOLDED. retain runoff,such as open utility trenches, O > > w FROM SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. w w 1. Prepare a snow management plan with adequate storage foundation excavations,or water management y � � 6. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN for snow and control of melt water,requiring cleared areas. w THE SILT FENCE. snow to be stored in a manner not affecting ongoing AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED. g g g 11. Use stone paths to stabilize access perimeters of W construction activities. P buildings under construction and areas where CONCRETE WASHOUT AREA 2 SILT FENCE 3 CONSTRUCTION FENCE 2. Enlarge and stabilize access points to provide for snow construction vehicle traffic is anticipated.Stone paths o management and stockpiling. Snow management should be a minimum 10 feet in width but wider as � rn o ti m �n � M Z activities must not destroy or degrade installed erosion necessary to accommodate equipment. C-14 SCALE: NTS �14SCALE: NTS C-14 SCALE: NTS and sediment control practices. Maintenance 3. A minimum 25 foot buffer shall be maintained from all �.J Z Ln perimeter controls such as silt fence. Mark silt fence The site shall be inspected frequently to ensure that the N O Table 5.2 - Compost Standards Table with tall stakes that are visible above the snow pack. erosion and sediment control plan is performing its winter W W 00 stabilization function.If the site will not have earth Z H cn - m 25%-100%(d Organic atter 4. Edges of disturbed areas that drain to a waterbody within disturbing activities ongoing during the"winter season",all w O `M content ry weight) 100 feet will have 2 rows of silt fence,5 feet apart, bare exposed soil must be stabilized by established C7 Z 0 U " installed on the contour. vegetation,straw or other acceptable mulch,matting,rock, Organic portion Fibrous and elongated or other approved material such as rolled erosion control W g w FABRIC INLET CONSTRUCTION SPECIFICATIONS: products. Seeding of areas with mulch cover is preferred Z o PH 6.0-8.0 5. Drainage structures must be kept open and free of snow �,,,� � 1. FILTER FABRIC SHALL HAVE AN EOS OF " " and ice dams. All debris,ice dams,or debris from but seeding alone is not acceptable for proper stabilization. ^ Z 5" w PLn 40-85. 2 x4 WOOD FRAME Moisture content 30%-60% plowing operations,that restrict the flow of runoff and ~J W o cv meltwater,shall be removed. Compliance inspections must be performed and reports �-1 Q 00 O 100%passing a 1"screen and filed properly in accordance with the SWPPP for all sites W 2. CUT FABRIC FROM A CONTINUOUS ROLL Particle size p p Y 10-50%passing a 3/8"screen w TO ELIMINATE JOINTS. IF JOINTS ARE ASPHALT p g 6. Sediment barriers must be installed at all appropriate under a winter shutdown. NEEDED THEY WILL BE OVERLAPPED TO SURFACE Soluble salt THE NEXT STAKE. _1 FLOW OW concentration 5.0 dS/m(nunhos/cm)�ma�um } �/ x November 2016 Page 2.38 New York State Standards and Specifications o 3. STAKE MATERIALS WILL BE STANDARD a For Erosion and Sediment Control W 2"x4" WOOD OR EQUIVALENT METAL WITH FILTER SOCK CONSTRUCTION SPECIFICATIONS: a A MINIMUM LENGTH OF 3 FEET. W i 4. SPACE STAKES EVENLY AROUND INLET 3 1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 5.1. COMPOST SHALL a MEET THE STANDARDS LISTED ON OF TABLE 5.2 OF NYS STANDARDS FEET APART AND DRIVE A MINIMUM 18 DRAINAGE FLOW ® FLOW STRUCTURE�� AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (2016) INCHES DEEP. SPANS GREATER THAN 3THE USE OF z FABRIC M Z WIRE MESH BEHIND BRIDGEDFEET MAY BE THE WITH 2.FABRIC 2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISCD TING LEVEL GRADE. 5 WINTER STABILIZATION 00 CD CD FOR SUPPORT. STAKE O 3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. a N 5. FABRIC SHALL BE EMBEDDED 1 FOOT CATCH BASIN C-14 SCALE: NTS 0 4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF > � ' MINIMUM BELOW GROUND AND °�° a C4 o Q BACKFILLED. IT SHALL BE SECURELY THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE W Z a Cl) TO THE STAKES AND FRAME. BURY FABRIC FIBER ROLL/SOCK MANNER DESCRIBED ELSEWHERE IN THE PLAN. Z Z 1 MINIMUM a 3 D o Ln Q 3 5. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. a F W F CD 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S z w W SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. W a FABRIC FOR OVER FLOW STABILITY. O PLAN VIEW SECTION VIEW a o uvi AREA DRAIN 6. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS =W o W SHALL BE REPLACED ACCORDING TO MANUFACTURER'S z Z Z o N W 3 N =a ° FABRIC DROP INLET PAVED SURFACE INLET RECOMMENDATIONS. o Z c o° W a �a W,>: '0-,r o o a X C147. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCKS, STAKES QZ a z o w o a 3 W W >>° 4 INLET PROTECTION - VARIATIONS SHALL BE REMOVED AND THE SOCK REMOVED. O LL W?,°„,a a W o 2 Z ao U' U ZNJ W 2 J? xCS��a �a ��LLaa)z wN=1,WN 1 C-l4 SCALE: NTS ow 2'o�°aoc'i WZWZWoo azOzw�M w_w5woz n x Ua >zFtnc»0 OW=ooLLa w Q a°W-0>N ��X<QW = Z N w o Z w_ }°E H W H W 25 W<=1 Z 0 1 0> d J �a.oa. fU) aoaZmwa 50'-0" (E 50'-0" 9'-6" 6'-4" 2'-6" 6'-4" 2'-6" 6'-4" 5'-6" 9'_6" 2'_9" 9' 6" 2'_9" 3'-2" 3'-2" 3'-2" 5'-6" 6'-4" 2' 6" 6'-4" 2'_6" 6'-4" 3'_6" 6' o° 6' o° A-1 EN VATION KEY NOTES 01 S EL FIXED L DDER-FC ERIES,WITH SECURITY PAN L 1 0 106 LOTTO 12' 0" POWER COUNTER F7 Z -VIESTIBUL 10'-0" 3' 10" 4' 0" 2' 6" 6'-4" 16'-2" 0 13'-2" 13'-10" 29'-0" N M o CASHIER 1 MANAGER 1 °E N 101 o 1 3 M 2 BURGER KING 102 N 0 16 i� C-STORE SEATING AREA o � 2 o 0 COUNTER J J J ~ r, STORAGE 1 A-203 «- o II II II I I N " o M M BEER CAVE 17011 c� L - � S w A 203 4 ffm SUBWAY 8C ) 10'-6 3/8" 10 co co N (V 9' 1" 2' 0" 5'-10" 2'-6" 11' 0" 2'-2" 4'-9" 3'-0" 4'-10" 3'-0" 8'-2" 8'-6" 1 5 A 203 L 6 J J A-301 0 1 N N FREEZER DISH ROOMEl M 2 2 2 - M 2 N � � M 1 A-401 5'-1" 4'-0" 4'-6" 01 2 LO - 1 2 'v 1 10'-6" 7 104 105 co 103 A-203 M / 4 6 \ MECH 8 COOLER � 1 � ao 1 I A-401 �2 5 A 401 I 1 I 1 1 7R�S]�ROOM 3 7 RESTj00M 2KD� T M 1g 1os 21'-10" 3'-2" 3'-2" 8'-10" 3'-2" 3'-2" 8'-10" _—_—_—_—_-21'-2"--_—_------ 3'-2" 3'-2" 2'-6" 3'-2" 3'-2" 5'-6" 1 2 N01) 12'-4" 8'-5" 29'-7" 4'-6" T-1" T-1" 70'-4" 29'-8" 100'-0" � 0' 1� 2' 4' 8'FIRST FLOOR PLAN A-101 SCALE: 1/4"= 1'-0" SCALE: 1/4" = V-0" NORTH rim ITHACA STORE # 46 1� ENGINEERS, ARCHITECTS, & SURVEYORS MIRABITO 2025 ,s05 ,s09 11 11 24' -0" 09 20' -0" ROOF TOP EQUIPMENT 10 OIL 09 10 16' -0" 16'-0" 16'-0" 11'-2" OIL 09 10 Ko" 09 10 3 WEST ELEVATION 4 EAST ELEVATION A-201 SCALE: 3/16"= 1'-0" 11 A-201 SCALE: 3/16"=1'-0" 11 20'-0" 11 16'-o° ® A-201 RENOVATION KEY NOTES � 09 CULTURED VENEER STONE BY ELDERADO STONE STACKED STONE:CHAPEL HILL 10 EXTERIOR INSULATION FINISH SYSTEM BY DRYVIT,CHINA WHITE,SANDBLAST TEXTURED 11 METAL PANEL BY ATAS METAL PANELS:DESIGN WALL-BONE WHITE 11'-2" 11'-2 lu �0 00 El\ 1 NORTH ELEVATION 10 09 09 10 A-201 SCALE: 3/16,= 1'-0" 11 11 11 16'-0" OIL 8 0 0 , 0' 2'-8" 5'-4" 10'-8" rT� SOUTH ELEVATION 10 09 09 10 A-201 SCALE: 3/16"= 1'-0" SCALE: 3/16" = V-0" ITHACA STORE # 46 ENGINEERS, ARCHITECTS, & SURVEYORS MIRABITO 2025905909 i L w a � 1 IL > - :1{ ry + d n� ` - '-' -� � — (r t y 5R 5 IC Aim 4f r - ik - - d n MEMO-, IMF r how JL Ar rl • - T + • f t - + k , x r r nr uvx� u I T i c '4+ - _ - � Ilk � 1ALA 1 • III ..a, I ._ t= m '✓! 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'x I, f , • Now 1 From:Regi Teasley <rltcayuga@gmail.com> Sent:Sunday, May 11, 2025 9:17 AM To:Town Of Ithaca Planning Cc:Regi Teasley Subject:Climate crisis and disasters **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or aƩachments. Any quesƟons please contact the IT department Members of the Planning Board of the Town of Ithaca, Whether we are aware of it or not, the burning of fossil fuels exacerbates the climate crisis. That crisis produces disasters. We all live on this earth so it is a problem for all of us. If you have children or young relaƟves, this will fall even harder on them as the future will be worse. _______________ April storms that killed 24 in US made more severe by burning fossil fuels – study hƩps://www.theguardian.com/us- news/2025/may/08/storms-mississippi-valley-climate-change-study?CMP=share_btn_url ________________ We have some Ɵme now to redouble our eﬀorts to miƟgate climate change and to prepare for the disasters to come. Or, we can ignore it and be caught oﬀ guard. Every person now is making that choice. Thank you for reading and thinking about my comments. Regi Teasley Ithaca, NY ___________ Protect what is leŌ, recover what is lost of the fair earth. William Morris, “Art and the Beauty of the Earth.” 1881 1 From:PLayton1@outlook.com Sent:Tuesday, May 13, 2025 8:43 PM To:Town Of Ithaca Planning; Town Of Ithaca Public Works Admin Subject:My ditch runneth over **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Here's a problem in planning that shows something planners didn't think about, but should have, with regard to College Circle at IC. You (the Town Planning Board) allowed them to plant two long lines of oak trees along the College Circle entrance lane. Monoculture has already proved a problem at College Circle, viz the lines of green ash trees. These were quite handsome, but they all eventually suffered from gypsy moths and tent caterpillars, and they all died at the same time. This was BEFORE the arrival of the emerald ash borer. More recently, IC has planted some cherry trees that are being attacked by an ugly fungus. The oak trees, if they survive, would eventually grow intolerably large for where they're planted. Also they have the well-known habit, if planted on hilltops, of getting struck by lightning. Also their acorns attract undesirable numbers of squirrels to the area. There's already more squirrels in the wintertime than we ever used to see. But my present beef with the oak trees has to do with their leaves. Most oak leaves are rather leathery, and they don't disintegrate well over the winter. They can be a big nuisance when there's a lot of them. These trees are not yet full-grown, and already their leaves cause trouble. IC didn't feel the need to deal with the oak leaves because the winds would blow them away, with a lot of them landing in the Danby Road ditch in front of the property. We didn't have a lot of precipitation this past winter, and the leaves just lay there, kind of glued together, until the downpour of May 6 through 7. Then suddenly the leaves were on the move, resulting in leaf-jams when they came to our driveway culverts. Water would back up behind them, and would have flooded over the driveways and into the road if the storm had gone on much longer. As it is, you can see masses of dead oak leaves left stranded along the edge of the ditch at ground-level. The leaf-jams were helped by something else IC workmen neglected to do. There's a maple tree, a silver maple, next to the road, and windstorms in the last 6 months had knocked a lot of dead branches out of it, strewing them across the lawn. Nobody hauled them away, and when the storm hit, the winds must have blown them into the ditch, where some of them fetched up against culverts and caught bunches of leaves floating down the ditch, resulting in the jams. If those leaves had made it past our culverts and into the storm drains, I wonder if they'd have caused trouble, down in the valley. I cleared leaves and branches out of the two nearest culverts, and I collected a lot of branches and removed them, not wanting a repeat. I left some token branches near the tree; maybe I'll take them away later. Shouldn't be my job, really. IC Groundskeeping isn't all that responsive when I suggest things to them. IC Public Safety is better; they finally did take my hint that most of the bicycle racks were filling up with abandoned bicycles left from previous years. Anyhow, planting some kind of trees with leaves that disintegrate easily might have avoided the ditch problem. Locust trees and silver maples, for instance. (College Circle has too many locust trees 2 already.)There's probably some smaller trees that would be even better for these mass plantings. Or lilac bushes might be nice. Yours, Pauline Layton 1029 Danby Rd., Town of Ithaca, 607-273-4808 1 From:Yayoi Koizumi <yayoi@zerowasteithaca.org> Sent:Monday, May 12, 2025 8:00 AM To:pbstaff@cityofithaca.org; Town Of Ithaca Planning Subject:Urgent Request for Transparency on Meinig Fieldhouse Synthetic Turf Projects **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Dear City and Town of Ithaca Planning Boards, I am writing to express grave concerns regarding the lack of transparency in the Meinig Fieldhouse synthetic turf project, for which your board served as lead agency and issued a Negative Declaration under SEQR on September 26, 2024. Construction is now underway, yet critical details—including the specific turf manufacturers, product models, test results, testing methodologies, and laboratory certifications—remain undisclosed to the public as of May 11, 2025. To our knowledge, there has been no opportunity for independent verification of the materials’ safety or PFAS-free claims. Most alarmingly, the board—including a chair at the time with prior long-term ties to Sasaki—approved testing during construction, a decision that defies logic and erodes confidence in the environmental review process. The public has a right to know what materials are being installed in our community and whether they pose health or environmental risks. I request immediate disclosure of the following: 1. The brand and model of both indoor and outdoor turf systems being installed. 2. All test plans, results, methodologies, and laboratory names submitted for review. 3. A clear timeline for public release of this data. Without transparency, independent verification is impossible, and accountability is undermined. This is a matter of public trust and environmental integrity—Ithaca residents deserve answers. Additionally, we request disclosure of the manufacturers and product models of all synthetic turf systems previously approved by the boards for installation on the Cornell campus. I would appreciate a prompt response. Sincerely, Yayoi Koizumi 2 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Yayoi Koizumi Zero Waste Ithaca | BYO - US Reduces Founder | Co-Founder zerowasteithaca.org usreduces.org