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Home My WebLink AboutPB Packet 2022-04-05 TOWN OF ITHACA PLANNING BOARD 215 North Tioga Street Ithaca,New York 14850 Tuesday,April 5,2022 Due to COVID-19 and the NYS Legislation allowing virtual meetings (amendments to Chapter 417 of the Laws of 2021 signed by Governor Hochul on 3/16/22),the meeting will be held via the Zoom audio/visual application with no in-person attendance permitted. Members of the public may listen to (call in on cell or landline: (929)436-2866 and enter the Meeting ID: 836 4376 4382)or view(by computer go to https://us06web.zoom.us/j/83643764382)the Board meeting through Zoom. AGENDA 7:00 P.M. SEQR Determination: Verizon Wireless Telecommunications Antenna Replacement, 156 Palustris Drive. 7:00 P.M. PUBLIC HEARING: Consideration of Preliminary and Final Site Plan Approval for the proposed improvements to the telecommunications facility located at 156 Palustris Drive, Town of Ithaca Tax Parcel No. 65.-1-5.2, Low Density Residential Zone. The project involves replacing telecommunications antennas and other equipment on an existing telecommunications tower located off of Dryden Road/NYS Route 366. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Cornell University, Owner; Bell Atlantic Mobile Systems, LLC d/b/a Verizon Wireless,Applicant; Robert Burgdorf, Nixon Peabody LLP,Agent. 7:15 P.M. PUBLIC HEARING: Consideration of Final Site Plan Approval for the proposed 9,670 square foot building addition at the Coddington Road Community Center located at 920 Coddington Road, Town of Ithaca Tax Parcel No. 47.-1-11.3, Low Density Residential Zone. The proposal also involves expanding the parking lot, constructing a new wastewater treatment system and stormwater management system, and other improvements. This is an Unlisted Action under the State Environmental Quality Review Act which the Town of Ithaca Planning Board made a negative determination of environmental significance on August 4, 2020. Coddington Road Community Center, Owner/Applicant; Heather Mount, Executive Director,Agent. 4. Discussion of revisions to Town Code Section 270-186, Site Plan Requirements. 5. Persons to be heard. 6. Approval of Minutes: March 1, 2022 and March 15,2022. 7. Other Business. 8. Adjournment. Susan Ritter Director of Planning 607-273-1747 NOTE:IF ANY MEMBER OF THE PLANNING BOARD IS UNABLE TO ATTEND,PLEASE NOTIFY CHRIS BALESTRA AT 607-273-1747 or CBALESTRA(a),TOWN.ITHACA.NY.US. (A quorum of four(4)members is necessary to conduct Planning Board business.) Accessing Meeting Materials Online Site Plan and Subdivision applications and associated project materials are accessible electronically on the Town's website under"Planning Board"on the"Meeting Agendas"page(http://www.town.ithaca.nv.us/meeting-agendas). TOWN OF ITHACA PLANNING BOARD PUBLIC HEARING NOTICE The Planning Board will hold public hearings on Tuesday,April 5,2022,at the following times and on the following matters: 7:00 P.M. Consideration of Preliminary and Final Site Plan Approval for the proposed improvements to the telecommunications facility located at 156 Palustris Drive, Town of Ithaca Tax Parcel No. 65.-1-5.2, Low Density Residential Zone. The project involves replacing telecommunications antennas and other equipment on an existing telecommunications tower located off of Dryden Road/NYS Route 366. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Cornell University,Owner;Bell Atlantic Mobile Systems,LLC d/b/a Verizon Wireless,Applicant; Robert Burgdorf,Nixon Peabody LLP,Agent. 7:15 P.M. Consideration of Final Site Plan Approval for the proposed 9,670 square foot building addition at the Coddington Road Community Center located at 920 Coddington Road, Town of Ithaca Tax Parcel No. 47.-1-11.3, Low Density Residential Zone. The proposal also involves expanding the parking lot, constructing a new wastewater treatment system and stormwater management system, and other improvements. This is an Unlisted Action under the State Environmental Quality Review Act which the Town of Ithaca Planning Board made a negative determination of environmental significance on August 4, 2020. Coddington Road Community Center, Owner/Applicant; Heather Mount, Executive Director,Agent. Due to COVID-19 and the NYS Legislation allowing virtual meetings(amendments to Chapter 417 of the Laws of 2021 signed by Governor Hochul on 3/16/22),the meeting will be held via the Zoom audio/visual application with no in-person attendance permitted. Members of the public may listen to (call in on cell or landline: (929)436-2866 and enter the Meeting ID: 836 4376 4382) or view the Board meeting through Zoom(by computer go to https://us06web.zoom.us/i/83643764382). Any person wishing to address the board will be heard. In addition, comments can be sent via email to townclerk(c)town.ithaca.ny.us up to the end of business the day of the meeting and all comments will be forwarded to the board. Additional information is available at www.town.ithaca.ny.us. Susan Ritter,Director of Planning TOWN�� DEPARTMENT OF PLANNING 215N. Tioga8t14850 007.273.1747 .PLANNING DEPARTMENT MEMORANDUM TO: Planning Board Members FROM: Christine Ba|estra, Planner DATE: March S0, %O22 RE: Proposed Verizon Telecommunications Antenna Replacement Project- l56Pa|ustris Drive—Additional no3teri8|S Enclosed please find additional materials related to the proposed improvements tothe telecommunications tower located at 156 Pa|ustris Drive,Town of Ithaca Tax Parcel No. 65.-l-5.2, Low Density Residential Zone. The project invO|ve5rep|3Cing existing Veri7On antennas and equipment with upgraded antennas and equipment. The Planning Board began a review of this project at the March l5, %O22, Planning Board meeting, but postponed 3 decision On the project unti| the8pp|ic3nt5ubnoitted3dditiOn3| no3teri8| 5hOvving that the Electromagnetic Energy (EME) emitted by all three carriers on the existing monopole were below the FCC emissions thresholds at human height level (6' off the ground). The applicant submitted this documentation in a letter, dated March 28, 2022, with a report attached to the letter, dated March 17, 2022. Those materials are enclosed, along with a completed environmental assessment form (Part l). Enclosed staff-prepared materials include a draft completed environmental assessment Parts 2 and 3, and draft resolutions for the board to consider. Please contact me by phone at (607) 273- 1747 or my email at if you have any questions. Att. cc: Robert Bur#dort Nixon Peabody LLC Timothy Richmund,VZVV Project Manager, Pyramid Network Services LLC Nixon Peabody LLP Robert W. Burgdorf ........... ........... NIXON 1300 Clinton Square Partner ......... ...... Rochester, NY 14604-1792 ......�, PEABODY % Attorneys at Low T/585,263.1333 nixonpeabody.com rburgdorf@nixonpeabody.com oNixonPeabodyLLP March 28, 2022 VIA FEDERAL EXPRESS and EMAIL Planning Board (c/o Chris Balestra, Town Planner) Town of Ithaca 215 N. Tioga Street Ithaca,NY 14850 CBalestra@townofithaca.ny.us RE: Bell Atlantic Mobile Systems LLC (d/b/a Verizon Wireless) Application to replace antennas on the existing communications tower located at 156 Palustris Drive, Town of Ithaca (Verizon Wireless' "Varna Relo" site) Dear Members of the Planning Board: By application dated February 23, 2022 Verizon Wireless made application to this Board for site plan approval for an "antenna swap" in which 15 existing antennas would be replaced at the above referenced facility by 12 antennas, many of them smaller in size. No other changes of any kind were proposed. As set forth in the Application, Verizon Wireless submitted information to guide the Town as to its obligations under Federal law for applications involving "eligible facilities," which this antenna swap clearly qualifies as.1 If a cell site modification qualifies as an "eligible facility," then the local municipality: (1) cannot deny the application; and (2) can only review whether the modification falls under the definition of an eligible facility.2 As a preliminary point, the Town's argument that the project is not an eligible facility is misplaced. The Town has claimed this project is not an "eligible facility" because the original zoning approvals for the tower required that "Prior to consideration of final site plan approval [in I An"eligible facilities request"is defined in the Middle Class Tax Relief and Job Creation Act of 2012,Section 6409 ("TRA" or"Spectrum Act"), codified in 47 U.S.C. § 1455,as"any request for modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station, involving: (i) collocation of new transmission equipment; (ii) removal of transmission equipment; or (iii) replacement of transmission equipment." 47 U.S.C. § 1455(a)(2);see also the FCC's implementing regulations codified at 47 C.F.R. § 1.6100(here,specifically§ 1.6100(b)(7)). I Under the Spectrum Act,a State or local government shall approve an application submitted by an applicant/carrier within 60 days of submission,or the request shall be deemed granted. See 47 CFR§ 1.6100(c)(2),(5). Further,under the applicable FCC implementing regulations,when an applicant/carrier asserts that it is subject to the Spectrum Act, the State or local government may only"require the applicant to provide documentation or information. ..reasonably necessary to determin[e] whether the request meets the requirements" of 47 CFR§ 1.6100. 47 CFR§ 1.6100(c)(1). "A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities. Id. 4893-37304855.6 Town of Ithaca March 28,2022 Page 2 20111 , submission of a safety analysis by a qualified professional certifying that general public electromagnetic exposure does not exceed standards set by the FCC or any permit granted by the FCC" (emphasis added). The Town stated it was relying on the provision of the definition of an eligible facility that requires that there are"no prior conditions of approval that would render the modification to be non-compliant..." The condition which the Town claims is violated by the new antennas was, in fact, satisfied in 2011, and by its very terms did not seek a certification with any and every future antenna modification. This current antenna modification would not render any previous condition"non-compliant."Furthermore, this is exactly the type of project(e.g., antenna swaps and colocations) for which the Spectrum Act was meant to apply. (See Section 6409 of the Spectrum Act,supra.) Although not required to be provided under Federal Law for an eligible facility, the Town requested,and Verizon gratuitously provided,an EME study that certified that the broadcasts from all three carriers were well below the FCC emissions thresholds at ground level(7/1 Os of I percent of the allowable liMitS).3 Nevertheless, an hour before the March 15 Board meeting, Verizon Wireless was presented with claims by the Town that the EME study did not show what the Town thought was sufficient on EME emissions; specifically, the Town did not understand that the submissions was for all 3 carriers; that it subsumed and included the "general population" limits; and that it believed (wrongly) that "ground level" did not take into account that a person stands "above"the ground. Remarkably,the Town also suggested that Verizon Wireless simply withdraw its application. On such short notice, Verizon Wireless was unable to have the proper experts at the March 15th meeting to correct the Town's misunderstandings about the report. While an EME report was not, and is not, required to be provided in this case, and with full reservations of its rights, Verizon Wireless is nevertheless submitting with this letter a Radio Frequency Emissions Compliance Report, stamped by a NY Licensed PE, which once again, but this time in much greater detail, certifies that the general population emissions from all 3 carriers are well below the FCC limits at ground level, which includes 6 feet off the ground. As stated very clearly in the report: Even in the event of all 3 existing carriers operating at peak levels simultaneously, the EME emissions will be at 0.6525%of allowable Occupational limits; and 3.262 7%of allowable General Population limits. It should also be noted that the maximum allowable limits for the general population have a safety factor of 50 built into the standard An appropriate RF expert will be attending the April 5 meeting to answer any questions the Town may still have,but the Town is encouraged to hire its own RF consultant/engineer as the questions raised by the Town after the first report evidenced a fundamental misunderstanding of ' We note page 3 of the elevation drawings(Exhibit D of the February submission) inadvertently included a page at the end that did not belong with the elevation drawings,and which was part of a preliminary internal report involving testing of just the VZW array. As set forth in the February 23'submission, Exhibit D was only offered to depict the elevation drawings, and was clearly not submitted as part of any EME report. Nevertheless, even after this was explained,the Town continued to insist,without explanation or logic,that this somehow invalidated the EME report submitted as Exhibit F. 4893-3730-4855.6 Town of Ithaca March 28,2022 Page 3 the very basic tenets of EME emissions, including among other things, that if a facility meets occupational limits, then the general population are necessarily met to an even greater degree. Of particular note is the question of how the Town could, in good faith,be concerned with EME emissions when it understood, or should have understood, that 7/10s of 1 percent of allowable limits (which limits already have a safety factor of 50 times) could pose any issue or difference whether at ground level or at 6 feet above ground level; or whether using predictive modeling vs. site specific data would make any difference;4 or how general population limits are necessarily subsumed into the even higher occupational limits. It is also hard to understand why the Town was encouraging Verizon Wireless to withdraw its application. An honest misunderstanding by the Town may have been understandable; here,however,I note that there has been a history that demonstrates that the issues raised by the Town were not done so in good faith, as does its positions and statements in this matter. Verizon Wireless encourages the Town to recognize its obligation to review applications appropriately, in good faith, and in compliance with applicable law. Lastly, I note that the FCC"Shot Clock,"requires the Town to approve this application by no later than April 25th,2022, including issuance of any building permits or any other approvals necessary for Verizon Wireless to begin construction, in order to avoid liability by the Town.' Sincerely, --.Z, Robert W. Burgdorf RWB/mkv Enclosures cc: Kathy Pomponio, VZW Project Manager Tim Richmond, Site Acquisition Consultant 4 While an informal 3/7 transmittal email(not intended as part of the Record)that I sent to the Town noted that VZW did not have access to other carriers'"information and exact specifications"(and therefore uses predictive modeling), this did not mean that all 3 carriers were not represented in the EME provided in the Feb 231 submittal. The indication in that email that the RF emissions did not include"them"was meant to refer to the exact information/specifications, not the 3 carriers themselves. 5 Pursuant to the FCC's Declaratory Ruling and Third Report and Order released September 27,2018—"Accelerating Wireless Broadband Deployment by Removing Barriers to Infrastructure Investment" - WT Docket No. 17-79 (the "2018 FCC Order"), the FCC ordered that the obligation under 47 U.S.C. § 332(c)(7)(13)(ii) for state and local governments to act "within a reasonable period of time" on "any request for authorization to place, construct, or modify personal wireless service facilities"—here,the"FCC Shot Clock" defines 60 days as the"reasonable period of time"pursuant to 47 CFR§ 1.6100(c)(2),(5)—by which a municipality must approve"eligible facilities"including all authorizations necessary for the deployment(i.e.the placement,construction,or modification) of personal wireless services infrastructure,including zoning approvals and all applicable permits-building permits,road closure permits, electrical permits,and similar permits. See 2018 FCC Order,¶¶ 132-137. 4893-3730-4855..6 WATERFORD Radio Frequency Emissions Compliance Report For Verizon Wireless Supplement to 190412.Vama—Relo.01.06.2022.revl.SIGNED.pdf Site Name: Varna Relo Site Structure Type: Monopole Address: 156 Palustris Drive Latitude: 42.452786 Ithaca, NY 14850, Longitude: -76.450808 Report Date: March 17, 2022 Project: Modification Compliance Statement Based on site specific information and predictive modeling, the Varna Relo installation proposed by Verizon Wireless, including when combined with the other two carriers at the site,will be compliant with Radiofrequency Radiation Exposure Limits of 47 C.F.R. §§ 1.1307(b)(3) and 1.1310, and any other applicable Federal EME emissions limits. The proposed operation will not expose members of the General Public to hazardous levels of RF energy and will not contribute to existing cumulative MPE levels on walkable surfaces at ground (which includes 6 feet above the ground)or in adjacent buildings by 5% of the General Population limits. As predicted RF power densities will not exceed the FCC General Population limits, no mitigation action other than restricting access to the tower is required to achieve or maintain compliance. Even in the event of all 3 existing carriers operating at peak levels simultaneously, the EME emissions will be at 0.6525% of allowable Occupational limits; and 3.2627% of allowable General Population limits. It should also be noted that the maximum allowable limits for the general population have a safety factor of 50 built into the standard. Certification 1, David C. Cotton, Jr., am the reviewer and approver of this report and am fully aware of and of:Ne familiar with the Rules and Regulations of both the S CO Federal Communications Commissions(FCC)and the Occupational Safety and Health Administration (OSHA)with regard to Human Exposure to Radio 0 David C.Cotton,Jr. Frequency Radiation, specifically in accordance 0 Licensed gProfessional Engin er with FCC's OET Bulletin 65. 1 have reviewed this State of New York,086838 Radio Frequency Exposure Assessment report PESS Date:2022-Mar-22 and believe it to be both true and accurate to the Warning:It is a violation of New York State Law,Article 145,Section§7209 for any person,unless acting best of my knowledge. under the direction of a licensed professional engineer,to alter this document in any way. General Summary The compliance framework is derived from the Federal Communications Commission (FCC)Rules and Regulations for preventing human exposure in excess of the applicable Maximum Permissible Exposure ("MPE") limits. At any location at this site, the power density resulting from each transmitter may be expressed as a percentage of the frequency-specific limits and added to determine if 100% of the exposure limit has been exceeded. The FCC Rules define two tiers of permissible exposure differentiated by the situation in which the exposure takes place and/or the status of the individuals who are subject to exposure. General Population/ Uncontrolled exposure limits apply to those situations in Page 1 7430 Now Technology Way,Suite 150 Frederick,Maryland 21703 (703)596-1022 Phone www.waterfordconsultants.com 4857-3452-8279.1 VARNA RELO—Modification 03172022 which persons may not be aware of the presence of electromagnetic energy, where exposure is not employment-related, or where persons cannot exercise control over their exposure. Occupational / Controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment, have been made fully aware of the potential for exposure, and can exercise control over their exposure. Based on the criteria for these classifications, the FCC General Population limit is considered to be a level that is safe for continuous exposure time. The FCC General Population limit is 5 times more restrictive than the Occupational limits. In situations where the predicted MPE exceeds the General Population threshold in an accessible area as a result of emissions from multiple transmitters, FCC licensees that contribute greater than 5%of the aggregate MPE share responsibility for mitigation. Table 1: FCC Limits Limits for General Poo n/Uncontrolled Exposure Limits for OccuDationall Controlled Exposure Frequency Power Density Averaging Time Power Density Averaging Time (MHz) (row/CM2) (minutes) (mW/Cm2) (minutes) 30-300 0.2 30 1 6 300-1500 01500 30 V300 6 000 Is f--Frequency(MHz) 1.0 30 6 Based on the computational guidelines set forth in FCC OET Bulletin 65, Waterford Consultants, LLC has developed software to predict the overall Maximum Permissible Exposure possible at any location given the spatial orientation and operating parameters of multiple RF sources.The power density in the Far Field of an RF source is specified by OET-65 Equation 5 as follows: S= .' (MW/CMI) 4.2. where EIRP is the Effective Radiated Power relative to an isotropic antenna and R is the distance between the antenna and point of study. Additionally, consideration is given to the manufacturers, horizontal and vertical antenna patterns as well as radiation reflection.At any location,the predicted power density in the Far Field Is the spatial average of points within a 0 to 6-foot vertical profile that a person would occupy. Near field power density is based on OET-65 Equation 20 stated as ISO too P S= '09 . G_. .,R�h where EIRP is the power input to the antenna, E)Sw is the horizontal pattern beamwidth and h is the aperture length. Some antennas employ beamf6rming technology where RF energy allocated to each customer device is dynamically directed toward their location.In the analysis presented herein,predicted exposure levels are based on all beams at full utilization(i.e.full power)simultaneously focused in any direction.As this condition is unlikely to occur,the actual power density levels at ground and at adjacent structures are expected to be less that the levels reported below. These theoretical results represent maximum-case predictions as all RF emitters are assumed to be operating at 100%duty cycle. Page 2 7430 Now Technology Way,Suite 150 Frederick,Maryland 21703 (703)596-1022 Phone www.waterfordconsultants.com 4857-3452-8279.1 VARNA RELO—Modification 03172022 Analysis Verizon Wireless proposes the following modification at this location: • Antennas o swap existing 15 for 12 new models or equal or smaller size • RRH's o swap the existing 6 RRH's for 6 new models The antennas will be mounted on a 129-foot Monopole with centerlines 116 feet above ground level. Proposed antenna operating parameters are listed in Appendix A. Other appurtenances such as GPS antennas, RRUs and hybrid cable below the antennas are not sources of RF emissions. Panel antennas have been installed at this site by other wireless operators. Operating parameters for these antennas considered in this analysis are also listed in Appendix A. CWH DO C(dt Page 3 7430 Now Technology Way,Suite 150 Frederick,Maryland 21703 (703)596-1022 Phone www.waterfordconsultants.com 4857-3452-8279.1 , ^ VARNARELO—Modificatio 03172022 Power density decreases significantly with distance from any antenna. The panel-type antennas hzbe employed at this site are highly directional by design and the orientation in azimuth and mounting e|evaUon, as documented' aananm to reduce the potential to exceed yNPE limits at any location other than directly in front of the antennas. For accessible areas at ground |ewo[ the nnaxinnunn predicted power density level resulting from all Verizon Wireless operations is 2.643296 of the FCC General Population limits(0.5286%of the Occupational limits). Based on the operating parameters in Appendix A,the cumulative power density level at this location from all antennas is 3.2627%of the FCC General Population limits (O.8525Y6of the Occupational |imitn). Incident at adjacent buildings depicted inFigure 1. the maximum predicted power density level resulting from all Vari/ nVVina|eeaopanatiVnaie1.13596 /0.2270Y4 of the Occupational limits) of the FCC General Population limits. Based on the operating parameters in Appendix A' the cVn1u|aUwe power density |gwe| at this location from all antennas is 1.512796o/ the FCC General Population limits (J.3O259& of the Occupational limits). The proposed operation will not expose members of the General Public to hazardous levels of RF energyandxviUncd contribute to existing cumulative K8PE levels onwalkable surfaces at ground orin adjacent buildings by 596ofthe General Population limits. Ae predicted RF power densities will not exceed the FCC General Population limits, no FniUgat|VD action other than restricting access to the tower is required to achieve or maintain compliance. As a measure of best practice Verizon has installed contact information at the site with aNC)CXNyNC (Network Operations/Management Center)sign. page* roso Now Technology Way,Suits,no Frederick,Maryland z1rux (roa)su6-1ouoPhone *:57'3452'8279.1 (C 40 40 !R 40 ig ie 10 v 10 44 V 0 v 40 #a 40 0 c w - - - - - - - CT In fn on of Ol ui ui vi A vi m M ai ui m ri ui m ri M (n 4n ffi C 0 u a 0 a CD a a a 0 0 a a 0 a c a N. v -0 N N Q O N C41 (41 -a 't N N 10 O 4 0, '411 0 9 RI 7 R 4 R CL C4 N a am to m m 40 cc W m ca co 40 co w Pf C, a R .1 .0 N N 06 N 10 C4 N N N N N N N 0 N N N N to on in C Ae cc Um 04 z z z C14 z Y z z 2 z z z 0 0 o CL 0 0 0 0 0 R o Q a o o S a to z C) 0 0CL 0 i w w Cc, < z od c4 v4 IN N M M M M v 0 0 0 0 0 0 0 0 0 h. 0 0 0 0 CL it w vi ed 46 4d oi m w �d C4 of r od A 04 M N W ur . . . . . . . . . . . 0 0 c 0 0 0 0 a O O O Cq C4 V C ad 10 O cLL Cull ca LWL 04 N 0 C z I .0 a 0 7O 5 SO V V V to w w C4 O r. cc ce) C 00 c 0 cq V 0 0 1 6-1< i w < z PROPOSED RESOLUTION: Preliminary & Final Site Plan Approval Verizon Telecommunications Antenna Replacement Tax Parcel No. 65.-1-5.2 Town of Ithaca Planning Board,April 5, 2022 WHEREAS: 1. This action is consideration of Preliminary and Final Site Plan Approval for the proposed improvements to the telecommunications facility located at 156 Palustris Drive, Town of Ithaca Tax Parcel No. 65.-1-5.2, Low Density Residential Zone. The project involves replacing telecommunications antennas and other equipment on an existing telecommunications tower located off Dryden Road/NYS Route 366. Cornell University, Owner; Bell Atlantic Mobile Systems, LLC d/b/a Verizon Wireless, Applicant; Robert Burgdorf,Nixon Peabody LLP, Agent; 2. This is an Unlisted Action for which the Town of Ithaca Planning Board, as lead agency in the environmental review with respect to the project, has, on April 5, 2022, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3 prepared by Town Planning staff, and 3. The Planning Board, at a public hearing held on April 5, 2022, has reviewed, and accepted as adequate a narrative, an aerial map, a structural analysis study, an eligible facility form, a set of drawings titled "Varna Relo Project#20202222884, Location Code: 190412, 156 Palustris Dr./14850, Town of Ithaca, County of Tompkins, State of New York,"prepared by Verizon and Costich Engineering, dated 02/16/2021 and most recently updated 10/15/2021; a letter from the applicant, dated March 28, 2022, containing additional materials requested by the board from their meeting on March 15, 2022; and other application materials; NOW THEREFORE BE IT RESOLVED: 1. That the Town of Ithaca Planning Board hereby waives certain requirements for Preliminary and Final Site Plan Approval, as shown on the Preliminary and Final Site Plan Checklists, having determined from the materials presented that such waiver will result in a significant alteration of neither the purpose of site plan control nor the policies enunciated or implied by the Town Board; and 2. That the Town of Ithaca Planning Board hereby grants Preliminary and Final Site Plan Approval for the proposed Verizon improvements located at 156 Palustris Drive, Town of Ithaca Tax Parcel No. 65.-1-5.2, as described in the set of site plan drawings noted in Whereas # 3 above. Short Environmental Assessment Form Part 1 -Project Information Instructions forf�o�Ietin� Part I-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification, Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any itern,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. I——..................I---------..........................----------_............................................-—---------------------- Part I -Project and Sponsor Information -Bell Atlantic Mobile Systems,LLC.d1b1_a__V_e_rizon Wireless -------------------------------- ---------------------------------- Name of Action or Project: llawa Pale TeleeemmitsmiegficimP,oJect Verizon Wireless Telecommunications Facility/Antenna Replacement k:_�-------------------- I—-------------------- ---------------------------------- ------------ Project Location(describe,and attach a location map): 156 Palustris Drive,off NYS Route 366/Dryden Road,Town of Ithaca,Tompkins County(T.A.#65�-1-52) Brief Description of Proposed Action: Replacement of telecommunications antennas on an existing 129'tall(Sabre)monopole Cornell university owned tower. Proposed work consists of removal of(3)PCs antennas,(3)AWS antennas,(3)700 antennas,(6)850 antennas,(12)coaxial cables,(1)6-circuit OVP Box(tower). (6)coaxial cables,(1)hyrbid cable,(1)OVP(shelter)will remain. Addition of(3)7001PCS antennas,(3)700/AWS antennas,(3)700/850 RRH units,(3) �AWS/PCS RRH units.(2)12-circuit OVP box(tower),(2)hybrid able(3)5G antennas,(3)28 GHz antennas,(3)TD-850B combiners and associated improvements. Name of Applicant or Sponsor:.._,._._._._._._._._. ponsor:------------------- .............................................................TelePhOrU,: 1585-321-5440 .. .........................------------------------ ....................................................------—---------------- Bell Atlantic Mobile Systems,LILC di/b/a Verizon Wreless E-Mail: alexander.be��@�(erizoiiwireless con) ........................................................................_____........... ............................ Address: 1275 John Street,Suite 100 C i t y/P 0 ............................... "i""a State --------- ..........1.,2 1PC O&_______ West Henrietta NY 1486 -------------------------- ----------- 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordiriance, NO YES administrative rule,or regulation? ------------ ------ If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the tnunicipiality and proceed to Part 1 If no,continue to question 2. --------------—-------------------_11117...................................................................................-------------------------- 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES ------------------ ----------- If Yes, list agency(s)name and permit or approval: ' TgA.4;gf llhggg pISAA049 BOOM-PFel4 C&112 plaiij AppF94al'I FRY4814FAePASI ReVielffl Building Permit 11 R.1 ------------- ------........----------------------------------------------------- 3. a.Total acreage of the site oltl),,e,1�r070Sed action? acres h Tota l ,"r,2e�.t" b.Total acreage to be physically disturbed? 0 acres c,Total acreage(project site and any contiguous properties)owned *Includes all Cornell lands around site or controlled by the applicant or project sponsor? 328+* 0 acres but not on south side of Dryden RMYS Route 366.That's an additional 198 ac. ......................................................._.._____............... .._________________________ 4. Check all land uses that occur on,are adjoining or near the proposed actioll'. 5. [1 Urban El Rural(non-agriculture) [:1 Industrial E] Commercial E] ResidenfiM (suburban) ❑Forest g Agriculture E] Aquatic [0 Other(Specify): Existing Tower;university Parkland ............... ..................................................................---- ............................................................... ....... Page l oO 5. Is the proposed action, NCl YES -'WA a. A permitted use under the zoning regulations? El z 0 b. Consistent with the adopted comprehensive plan? 1:1 El Z ......................... NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical'Environmental Area? NO YES If Yes, identify. ... ... NO YES 8, a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? Area is served by TCAT bus#43 c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? Site is within the Cornell Plantations,which contains numerous bike and pedstrian paths to Cornell campus 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: The pMp9sqt;i action Nlill meet the Mate enemy qq4p[pq&.elments. El E M Will the proposed action connect to an existing public/private water supply? NCI YES If No,describe method for providing potable water: N/A It. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A 12. a. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district- NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? Please See Part 3 b. Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SI-IPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain ---K-0- YES wetlands or other waterbodies regulated by a federal,state or local agency? Please See Part 3 El Z- b, Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? El If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: Existing Federal Wetlands exist in project area,freshwater ponds and riverines associated mth Fall Creek, Monopole is 850' from 14, Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: [Shoreline [3 Forest []Agri cu I tura 1,^grass lands El Early mid-successional E]Wedand El Urban Z Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? Lake Sturgeon,Rusty-patched.Bumblebee Please See Part 3 16. Is the project site located in the I 00-year flood plan? NO YES 17. Will the proposed action create storm water discharge,,either from point or non-point sources? NO YES If Yes, Z El- a. Will storm water discharges flow to adjacent properties? 0 E b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water 140 iE S or other liquids(e,g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundrinent: r----I 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of rernedialion(ongoing or RO YESI completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant'sponsoriname: B0 Atlantic Mobiles Systems,LLC d/b/a Verizon Wireless Date:2/2/2022 If Signature: ChristopherD Miles Title:Project manager-Costich Engineering,DIPC PRINT FORM Page 3 of EAF Mapper Summary Report Tuesday, January 18, 2022 7:56 AM Disclaimer: The EAF upper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment Corm(EAF).Not all questions asked in the EAF are answered by the EAF Mapper,Additional Information on any EAF question can be obtained by consulting the EAF workbooks. Although the EAF Mapper provides the most up-to-date digital data avaiiaVe to o DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations /I tmr rd I� f � r � o �'akuutq,.,, r/h4 �' i ✓l7J �� iti �I,vi if i,l.e.°ttl',rdt '�'.&mP,rW'lU� u"tVr�tlrrvrB�m`e p'' , New'RfCAk �, P°oi v,ril'11�In t" �IY4gib f 1.�IEailJilmII �viE'1, l Iii l , lr li -;P�� t��i' d tam aN� G.°N0litip l`�,rlmcQ!. If gut '" a, ;�'n�w(' ,�`ir;�Jl �` �„ �IL,,foi ,�/ :ri,, ' ?7�✓ rril . .( �V�"l° . ,. ,� ,rI'� II ,,,�II^ ,lup tllrD�" �w�w�I Cortil �7' '�rsW��t'a�IlleGi!Sl»,�"r IFil.a'u971lIInn9111111P,; l Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook, Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15[Threatened or Lake Sturgeon, Rusty-patched Bumble Bee Endangered Animal- Name] Part 1 /Question 16[100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 /Question 20[Remediation Site] No Short Environmental Assessment Farm - EAF Mapper Summary Report r Agency Use Only [If applicable] Project: VZW antenna replacement Date: March 15, 2022/April 5, 2022 Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? Fv_1 El 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ✓❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? RI 0 b.public/private wastewater treatment utilities? ✓❑ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater, air quality,flora and fauna)? 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ Pagel of 2 Agency Use Only[If applicable] Project: ZW antenna replacement Date: March 15 2022/April 5, 202 Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short- term,long-term and cumulative impacts. The proposal to replace existing telecommunications antennas with updated antennas will not result in a significant adverse environmental impact. The antennas will be located on an existing monopole tower on a 160+/-acre property owned by Cornell University(Cornell Botanic Gardens Arboretum). The monopole is located more than 700 feet from the closest residence and has existed in this location since 2013. T here is no site disturbance associated with this project.The applicant will utilize an existing access drive off of NYS Route 366/Dryden Road to enter the site. The specific project site is flat,and does not contain any streams,wetlands, Unique Natural Areas,threatened or endangered species,or historical or archaeological resources. Regarding Part 1, 12b-According to the NYS Office of Parks, Recreation and Historic Preservation Cultural Resources Information System program,the project is located in an area that could be archaeologically sensitive. However,the project site has been previously disturbed with the construction of Cornell buildings, other structures and parking lots, so it is presumed that any archaeological resources would have been discovered with prior disturbances. Regarding Part 1, 13a-Fall Creek,a DEC-protected stream, is located approximately 1,060+/-feet north of the project site. Cornell Plantations ponds are located approximately 890+/-feet west of the project site. The proposed action will have no impact on these resources, as there is no grading,excavation, or other site disturbance associated with the action. Regarding Part 1, 15-The DEC EAF Mapper program indicates that Lake Sturgeon might be present on or near the project. Lake Sturgeon is present in half of New York watersheds and lives in lowland rivers and large lakes. The ponds in the Cornell Botanic Gardens are not lowland rivers or large lakes.So, it if is present, Lake Sturgeon would most likely be located in Fall Creek,which is 1,060+/-feet north of the project.The proposed action will have no impact on Lake Sturgeon. Similarly,the EAF Mapper program indicates that the property may contain the"Rusty-patch Bumblebee."The bee was last recorded in NYS in 1999. Although the 160+/-acre Cornell property on which the monopole sits may contain suitable habitat for the bee,the specific project site does not. It has been more than 20 years since the bee has been spotted in NYS,so it is highly unlikely that it would be located on the project site or be affected by the proposal. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑� Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Ithaca Planning Board Name of Lead Agency Date Liebe Meier Swain Chair Print or Type Name of Responsible Officer in Lead Agency Title of Re�ible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 2 of 2 PROPOSED RESOLUTION: SEQR Preliminary & Final Site Plan Approval Verizon Telecommunications Antenna Replacement Tax Parcel No. 65.-1-5.2 Town of Ithaca Planning Board,April 5, 2022 WHEREAS: 1. This action is consideration of Preliminary and Final Site Plan Approval for the proposed improvements to the telecommunications facility located at 156 Palustris Drive, Town of Ithaca Tax Parcel No. 65.-1-5.2, Low Density Residential Zone. The project involves replacing telecommunications antennas and other equipment on an existing telecommunications tower located off Dryden Road/NYS Route 366. Cornell University, Owner; Bell Atlantic Mobile Systems, LLC d/b/a Verizon Wireless, Applicant; Robert Burgdorf,Nixon Peabody LLP, Agent; 2. This is an Unlisted Action for which the Town of Ithaca Planning Board is the lead agency in the environmental review with respect to the project; 3. The Planning Board, on April 5, 2022,has reviewed and accepted as adequate a narrative, Short Environmental Assessment Form(EAF)Part 1, submitted by the applicant, Parts 2 and 3 prepared by Town Planning staff, an aerial map, a structural analysis study, an eligible facility form, a set of drawings titled "Varna Relo Project#20202222884, Location Code: 190412, 156 Palustris Dr./14850, Town of Ithaca, County of Tompkins, State of New York,"prepared by Verizon and Costich Engineering, dated 02/16/2021 and most recently updated 10/15/2021; a letter from the applicant, dated March 28, 2022, containing additional materials requested by the board from their meeting on March 15, 2022; and other application materials; and 4. The Town Planning staff has recommended a negative determination of environmental significance with respect to the proposed Site Plan Approval; NOW THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby makes a negative determination of environmental significance in accordance with Article 8 of the Environmental Conservation Law and 6 NYCRR Part 617 New York State Environmental Quality Review for the above referenced action as proposed, based on the information in the EAF Part 1 and for the reasons set forth in the EAF Parts 2 and 3, and, therefore, a Draft Environmental Impact Statement will not be required. TOWN�� DEPARTMENT OF PLANNING 215N. Tioga8t14850 007.273.1747 TO: Planning Board Members FROM: Christine Ba|estra, Planner DATE: March %9, 20%2 RE: CoddimgtomRomd Community Center Building Addition— Final Site Plan Approval Please find enclosed materials related to consideration of Final Site Plan Approval for the proposed 9,670+/- square foot building addition at the Coddington Road Community Center (CRCC), located at 920Coddington Road, Tax Parcel No. 47.-1-ll.S, Low Density Residential Zone. The project involves replacing temporary classroom structures that were approved in 2014 with a permanent building, expanding the existing parking lot, constructing a new wastewater treatment system and stornoxvater management system, and other improvements. The proposal is permitted in the LDR Zone with site plan approval and special permit by the Planning Board. History(for the benefit of new board members) |n %0l4, the Planning Board granted preliminary and final site plan approval and special permit for temporary classroom additions at the CR[C. The temporary 2,8%O+/- square foot modular building unit was placed on an existing blacktop pad located adjacent to the existing main building. The center had planned to expand their pre-school and after school programming to meet the needs of the community in 2014 but did not have the funding at that time to complete a full expansion. At the time, the center expected to serve approximately 75 children year-round with the temporary expansion and planned tO raise funds tOincrease enrollment in the future with 8 larger, permanent building addition. The previous approval also involved the "3|ien3tiOn" Of park land that was established Onthe CR[C property in 1986. The ball field that exists on the CR[C property was once designated as a town park. The Town Board and CRCC later evaluated the field and determined that it was in the best interest of all parties to have the CRCC to take ownership of the ball field for their own purposes and to find a different location on the property for the town park. This required the town to appeal to the NYS Senate and Assembly to "alienate" the park (legal term), which vvOu|d involve switching out the existing easement on the property with a new one in a different location on the property. The state legislature approved the park alienation in %019, giving CR[C the freedom to construct the proposed addition On3 portion Ofthe ball field. The revised town easement with the new park location was filed in20%1. l Current application The CRCC is seeking final site plan approval for the proposed permanent building addition, as described in the attached application. The Planning Board granted preliminary site plan approval for this proposal, with conditions, on August 4, 2020. As described, the building will replace the temporary modular structure and will expand the center with new classrooms, community room, multipurpose gym space, new kitchen space and additional office space for staff. The project also involves a new stormwater management system, upgrades to utilities, new lighting, landscaping, and parking. All these project elements were evaluated for potential significant environmental impacts during preliminary site plan review. Since the preliminary approval,the applicant has: 1. Provided the Town Codes Department with information related to adequate water flow for fire suppression (received a variance from NYS to construct the addition without the use of a hose stream allowance in the sprinkler flow calculations— preliminary site plan condition "a"). 2. Worked with the Town Engineering Department to satisfy their comments related to stormwater management (preliminary condition "b"). The applicant's memo contains a letter to Dan Thaete that explains how the SWPPP has been revised to address the engineering comments. 3. Responded to the Planning Board's request for protection around the existing large maple trees along the north and west sides of the property near Coddington Road (preliminary condition "c"). The revised sheet C400 contains a tree protection note and shows protection fencing around the dripline of the trees. The applicant hired an arborist, who has determined that the large maple tree right in front on Coddington Road is rotted out and must be removed for safety reasons. 4. Provided more information on proposed building lighting for the new building (also condition "c"). Sheet C800 on the application drawings shows the building lighting and the enclosed specification sheet includes details on LED lighting temperature (2700-3000k), style, height, etc. The proposed wall sconces comply with the Town Outdoor Lighting Law. However, it is important that the building lights are adequately angled to prevent outward glare. This is illustrated and required in the Outdoor Lighting Law, and, as a reminder, has been added to the draft resolution as a condition of approval. As a clarification, the applicant's memo states that the center will have 20 children at full capacity. Planning staff learned during preliminary site plan review that the center will average around 120 children year-round, with more in the summer and less at other times in the year. The center currently serves 84 children year-round and employs 18 staff members. So, the proposed addition will include an increased enrollment of 36 children and up to 9 additional staff members. The April 5t" Planning Board meeting will be conducted digitally via Zoom. The attached agenda contains all the necessary information to attend the meeting. Please contact me by email at cbalestra@town.ithaca.ny.us or by phone at (607) 273-1747, ext. 121, or (607) 227-0956 if you have any questions. Att. 2 Coddin0ton Road Community Center y2OCoddingtonRoad Ithaca, New York NEW BUILDING ADDITION PROJECT Cod F�oad comwuwr~ cmrm The Coddington Road Community Center is a community center that runs full time childcare and summer camps for the Ithaca community. CRCC is looking to the future to provide childcare in a state-of-the-art facility while staying connected to the outdoors. CRCCvvou|d like to expand the childcare program to meet the needs of the community. The new center will allow future growth while also offering a new multipurpose space and a flex community room. These spaces will be accessible for community events but may also serve the community in times ofneed. On behalf ofCRCC, we are submitting plans for final site plan consideration. The preliminary submission dates back to June 2020. The plans have been revised per the conditions of the Planning Board's preliminary approval and comments from Town planning and engineering staff. Please note that following the Planning Board meeting in July 2020,CRCC had an arborist assess the health of the existing trees that, per the Board's conditions of approval, were to remain. The arborist found that the large maple at the existing entrance is showing sings of rot and decay and the tree lacks a central leader. The arborist determined that the tree is not healthy or structurally sound and should be removed. This project will expand the center with three dedicated classrooms, one flex classroom or community room, a multipurpose gym space, a new kitchen and additional space for staff. The building addition will replace the temporary classrooms that are to the south of the main building;these temporary structures will be removed upon the completion of the addition. The project will add 9,670 square feet of building area to the site bringing the total building area to 13,191 sf(not including the outdoor pavi|ions). Upon completion,the center will have a total of seven classrooms. At full capacity, the center will have 20 children and three staff per classroom plus an additional staff of six people. The parking lot includes the re-construction and expansion of the existing parking lot. The existing lot does not conform to Town Zoning Code with respect to the size of the spaces nor does it have a sufficient number ofspaces (22±). The new parking lot will be separated into two lots. The primary lot will be constructed in the location of the existing lot. The edge of pavement along Coddin0ton Road will beheld and the new lot will expand to the south to provide a lot the meets Town Code. This lot will primarily serve parents and visitors to the Center as they drop off or pick up their children. A second lot will be to the west of the existing lot and will be for employees. In total, thirty-five 9'x2U' parking spaces will be provided. The driveway entrance/exit will be the same as the current exist. The one-way driveway into the site and the one-way driveway exiting the site will be maintained. The entrance driveway will be modified to reduce the apron width at Coddington Road; the improved parking lot and access does not require the large apron that currently exists. A new onsite wastewater treatment system will be constructed. The new system will include a grease trap to intercept kitchen waste, a new 13,000ga||on septic tank, and a new 7,OOO square foot absorption field. All components of the wastewater treatment system are designed in accordance with the NYSDEC Design Standards for Intermediate Sized Wastewater Treatment Systems. The construction also includes the installation of a stormwater management system to collect stormwater runoff,store it, and manage the discharge so as to eliminate the impacts to downstream receiving waters. The system will be underground to maintain the safety of the children; no surface storage of water will occur. The underground system within the parking lot will meet the State standards for stormwater management. 's Property Care 40 King Street Trumansburg, NY 14886 US fkrls 607.227-2687 P R( E kjspropertycare@yahoo.com ADDRESS �I, ICI II Heather Mount d ington Road Community Center 920 Coddington Road Ithaca, NY 14850 Tres Service1 1,865.00 1,865.00T Tree Service by the job(Cut down and remove the large Maple tree along the road/driveway entrance Cleanup and remove all debris offsite Grind and cleanup the remaining stump„l/ his'tree shows igp!frcant ign ,of rot ar k !!F'd6 ay and laClts a, entr l leader% W advNse against the trir train of this#rep? as it is not a healthy and structurally sound tree;antl therefore'should be' rem6ved),,,w Tree Service1 2,785.00 2,785,00T Tree Service by the job(Deadwooding and weight reduction trimming of the(2) Maple trees along the north fence line behind the purple swing set,as well as the (1) Maple tree in the inortheast corner inside the fence near the road. Cleanup and remove all debris offsite.) 7Note,it is recommended that any excaathe bas6iiof trees in Ion or site work c�rder to avoid d d 5�upt onr to he main med a nroot systems.um of rrlftex avation ise m required closer to the base of the trees, it is advised to remove these trees in ° `r full prior to excavation,`resulting in additional costs: a Keith Miller SUBTOTAL /0 i ,65,0,00 ISA Certified Arborist TAX(8sn6) �v k 372.DO Lic# PD 2460A Accepted By Accepted Date NAP I E ,. , L. CONSULTING 110 ]~AYLl"rl S1°HLI I y� ralzclt sic a��.�.;�rGrs�l:gsl,�� . 141.�� I.Ius I�1r-.vx, YORK 13I04 1 SITE + DESIGN > ENGINEERING October 1, 221 r. Daniel Thaete,PE, Director of Engineering Town of Ithaca 114 Seven Mile Drive Ithaca, NY 1450 R ; Coddington Road Community Center Building Addition 920 Coddington Road Town of Ithaca Dear Mr.Thaete, On behalf of the Coddington Road Community Center, we are submitting revised plans and Stormwater Pollution Prevention Plan for your review. The plans and SWPPP have been revised to address your comment; provided in a memorandum dated July 13, 2020. For ease of review,we offer the following: General Comments ............-................ 1. A Tompkins County Right-of-Way Permit will be required for any work that falls within the Coddington Road right-of-way, The Owner acknowledges the it must obtain a permit from Tompkins County prior to performing any work within the Codddington Road right-of-way. 2. StormwaterAc'ces,s/Operation and Maintenancfm a,greement(s),must be executed prior to building permits per§228-11d of Town Code. The Owner acknowledges the starmwater access/operation and maintenance agreement must be executed. 3. A comprehensive review of the starmwater calculations has not been performed due to missing and/or inadequate information. Once the subsequent items have been addressed, a complete review of the newly revise plans and calculations will be performed. The SWPPP has been revised and all calculations have been provided. SWPPP Comments 1. Please include the locations of the era ion and socliment �".ontrol measures on sheet C400 ,Situ Preparation and Erosion Control Plan. Due to the amount of demolition and site preparation that must occur,the erosion and sediment control plan has been separated and is now shown on C410. The locations of the concrete washout area,inlet protection,and silt fence have been added to the plan. ..._..._...w............. .................. ..... ................................. r�ou 3II5-682..3E80 e rz'.ex 31 5-1582..5,544 E1Id.A1L f, Pc cirr,.r:,(j,vI « um Coddington Road Community Center 920 Coddin7ton Road ...... ` Page 2 2. On sheet C904 under Erosion and Sediment Controls, note 5c, please change the note to read, „INSTALL PERIMETER SILT FENCE, SECURITY FENCE, AND INLET PROTECTION IN THE LOCATIONS SHOWN ON THE PLAN." Existing structures will require inlet protection while in use. The note has been revised and drop inlet protection is shown at the existing catch basin within the parking lot. 3. On sheet C904 under Inspection and Maintenance Report Forms, please change the first paragraph to read, „ONCE INSTALLATION OF ANY REQUIRED OR OPTIONAL EROSION CONTROL DEVICE OR MEASURE HAS BEEN IMPLEMENTED,AN INSPECTION SHALL BE PERFORMED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND SHALL BE PERFORMED BY A QUALIFIED PROFESSIONAL. THE FORMS FOUND IN THIS SWPPP SHALL BE USED BY THE INSPECTORS TO ASSIST IN MAINTAINING THE EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER." The note has been revised. 4. Please include a Contractor Certification Form in the SWPPP certifying that the contractor has read and agrees to comply with the SWPPP. Once a contractor has been selected this will need to filled out and signed. The contractor certification has been added to the SWPPP and will be signed prior to the start of construction. 5. Prior to signing the MS4 Acceptance Form a Negative Declaration letter from SHPO will be required. Per the Letter of Resolution(LOR)between the NYSDEC and NYSOPRP,a letter from SHPO is not required for this project. The LOR documents the procedures that must be followed in order for projects to comply with PRHPL§14.09. Following the"Cultural Resource Screening Process Flow Chart', which is now included in the SWPPP and attached to this letter for ease of review, the project is eligible for coverage under the SPDES General Permit for Stormwater Discharges from Construction Activity. Specifically: a. The project does not appear on the list of categorical exclusions under Section 428,121428.13(Step 1 in the Flow Chart). b. The construction activity does not occur in an archeologically sensitive area as shown on the EAF Mapper or OPRHP website(Step 2 in the Flaw Chart). c. The construction activity does not occur an a property listed or determined to be eligible for listing on the National or State Register of Historic Places as shown on the EAF Mapper or OPRHP website(Step 3 in the Flow Chart). d. The construction activity is not immediately adjacent to a property listed or determined to be eligible for listing on the National or State Registers of Historic Places(Step 4 in the Flaw Chart). Coddington Road Community Center 920 Coddrngtgq Road _......... Page 3 e. The construction activity includes construction of a new permanent building that is within 20 feet of a building, structure, or object that is more than 50 years old(Step 5 in the Flow Chart). f. The building has been evaluated for historic/archeologic significance by OPRHP, a Historic Preservation Commission of a Certified Local Government or a qualified professional(Step 6 in the Flaw Chart)--the evaluation is attached. g. The building has not been determined to be historicallyJarcheologically significant(Step 7 in the Flow Chart). Therefore, the project is eligible for coverage under the SPDES General Permit for Stormwater Discharges from Construction Activity. 6. Please add a note to sheet C904 stating that all sediment and erasion control measures shall be cleaned out once they have reached 50%capacity. The note has been added to sheet C904. See Note No. 5 under "Main tenancejinspection Procedures". 7. Please add a detail for inlet protection in pavement for the catch basins that are in the parking lot. Two details have been added. The stone and block inlet protection detail(Detail 5,Sheet C904), which is to be used during construction before the binder has been placed. The at-grade inlet protection detail(Detail 3, Sheet C906) is to be used once binder has been installed and the upstream areas have not yet achieved final stabilization. 8. Please add a legend to the drainage area maps indicating the various line types and cover types. A legend has been added to both drainage area maps. 9. Please label the drainage areas on the proposed drainage area map that correspond with the report. The drainage areas have been labeled to correspond with the report and modeling. 10. Please include the third drainage area indicated on the proposed drainage area map in your calculations. The definition of the drainage areas in the existing and proposed conditions have been reviewed and revised. Upon a further review, we determined that the low point along Coddington Road at the driveway is not deep enough to store a substantial amount of runoff. Without an outlet, this area was determined to flow to the east, towards the 24" culvert, along the roadside. Additionally,a drainage area in the existing and proposed conditions that drains to the roadside ditch to the west was delineated and analyzed. Calculations for both design points are provided. 1 ad toCenter 92Ci Community Coddrn tort RoCaddingtr�n Road Page 4 11. The Storr^n Tech detail on Sheet C905 does not match the system indicated on sheets C700-Utility Plan and701 Utility Plan. Please revise accordingly. The system footprint on Sheet C905 has been updated to reflect the footprint shown on C700 and C701. 12. Please provide a detail for the ADS- Pipe Water Quality Unit Model 4220WCtA indicated in the plans. Please provide pretreatment s'iaing data and information. A detail and design calculations are provided on Sheet C906. The design calculations are also provided in the SWPPP narrative. 13. Please provide a detail for storm structure ST 18 showing the weir configuration. A detail has been provided;see Sheet C906,Detail 2. 14. On Sheet C400 a Site Preparation and Erosion Control Plan, please fix the contours., There area multiple sets of conflicting existing contours displaying. The contours have been corrected, the existing condition contours from L1DAR data have been frozen. 15. Please identify the anticipated velocities leaving the outlet end section to the east of the site to ensure velocities will not be erosive. The anticipated velocity during the 100-year event leaving the end section is 2.09 ft/sec(0.38 cfs at a depth of 0.28 ft in the 12-inch diameter pipe). The system does not discharge runoff during the 10-year event. The New York State Standards and Specifications for Erosion and Sediment Controls identifies 2.5 ft/sec as the maximum permissible velocity for a channel in sand, silt, sandy loom, or loam with a vegetative cover on Annuals or ryegrass(see Table 3.1). Permissible velocities increase from that minimum as the channel cover improves or soils become more clayey. As the anticipated velocity during the 100-year event does not exceed the 2.5 ft/sec, the discharge is not expected to erode the downstream channel section. 16. Will the existing 12" HDPE driveway culvert at the proposed parking lot exit be left in plac,,e?' Yes, the 12"culvert will be left in place to provide roadside drainage. Site runoff will not flow into this culvert due to curbing, grading, and the onsite stormwater collection/conveyance/monagement system. 17. Appendix C is missing the 100-year storm calculations. The 100-year storm calculations ore provided in the revised SWPPP. 18. On sheet C600 , Grading & Drainage Plan, the frame and grate elevation for storm structure ST 08 does not match the surrounding grades. The frame and grate elevation have been revised. �w >� Coddington Road Community Center n 920 Coddifigton Road Page 5 19. On sheet C500 -Site Plan, the underground storage facility is shown in a different location than C700 , Utility Plan. The location on C500 has been revised to match C700. 20. Please provide infiltration testing results for the proposed underground stormwater storage system in accordance with the New York State Stormwater Management Design Manual. infiltration testing in accordance with the NYS Design Manual will be provided. 21. Please provide soil boring data within the footprint of the underground basin indicating adequate separation from the seasonal high groundwater table and/or bedrock. Sail boring data will be provided; the location of the system was moved after the initial investigation. 22. Provide calculations showing that the drainage inlets can handle the intended flows without changing the drainage areas of the 10--and 100 year storms (ie,overtopping curb etc.) The calculations are attached to this letter and summarized in the two tables. The calculations show that the maximum surface runoff rate to any particular structure during the 10-year storm is 0.58 cfs and during the 100-year storm is 2.27 cfs. The specified grates have an inlet capacity of 0.6 cfs at a one-inch water depth and 3.4 cfs at a three-inch depth water depth; therefore, each structure has sufficient inlet capacity without changing the drainage areas in either the 10-or 100-year design storms. The pipe flow calculations show that during the 10-year design storm, the storm system will flow under open channel conditions with outlet control, ie the pipe diameter,slope, and outlet to each structure governs the flow of water through the system and no tailwater conditions will adversely impact the system(no surcharging at any point). During the 100-year storm event, a majority of the system will flow under open channel conditions with outlet control. However, at ST 13, the pipe will surcharge and runoff will back up and be stored on the surface temporarily. The calculations show that 0.2'of water will be stored on the parking at structure ST 13. The water surface elevation will rise to 1004.41;this water will be contained on the parking lot as it drains into the structure as the curb elevation at this structure/law point in the parking lot is 1004.7. The calculations show that no other structure will experience this surcharge condition even though inlet control (tailwater) conditions will occur. This is typical for storm sewer systems as they are designed for the 10- year storm in order to maintain feasibility of the system. 23. Please include a note stating "ONCE ALL EROSION AND SEDIMENT CONTROL MEASURES ARE INSTALLEDA PRECONSTRUCTION MEETING WITH THETOWN OF ITHACA SHALL TAKE PLACE PRIOR TO FURTHER EARTH DISTURBANCE." The note has been added to Sheet C410. z Coddington Road Community Center 920 Coddinqton Road Page 6 24. Please revise the Sequence of Major Activities on sheet C904, inlet protection should not be removed until just before asphalt placement begins. The Sequence of Major Activities has been revised. 2S. Please explicitly identify when the underground stormwater basin will be installed and how it will be protected from sedimentation prior to final stabilization. The Sequence of Major Activities calls out when the underground system will be installed. The system will be protected from sedimentation as (.1) the parking lot above the system will be constructed immediately so as to be used during construction as the main lot will be disturbed; and(2)the storm system that is tributary to the underground system will not be installed until the later stages of construction. Storm drain inlet protection will be provided while the site is disturbed. Water Comments 1. A curb box cover will be required for any curb box placed in pavement. Town of Ithaca will provide you with this detail. 2. The light pole should not be placed within 10' of the existing hydrant for maintenance purposes, The light pole has been relocated. We appreciate your time and review of this project. If you have any questions or comments, please feel free to contact me. Thank you for your time. Sincerely„ apierala Consulting Professional Engineer, PC Rodney C. Ives,Jr., PE Project Manager Enclosures PROPOSED RESOLUTION: Final Site Plan Approval Coddington Road Community Center Addition Tax Parcel No. 47.-1-11.3 920 Coddington Road Town of Ithaca Planning Board,April 5, 2022 WHEREAS: 1. This action involves consideration of Final Site Plan Approval for the proposed 9,670 square foot building addition at the Coddington Road Community Center located at 920 Coddington Road, Town of Ithaca Tax Parcel No. 47.-1-11.3, Low Density Residential Zone. The proposal also involves expanding the parking lot, constructing a new wastewater treatment system and underground stormwater management system, and other improvements. Coddington Road Community Center, Owner/Applicant; Heather Mount, Executive Director, 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 August 4, 2020, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3, prepared by Town Planning staff, and 3. The Planning Board, on April 5, 2022,has reviewed and accepted as adequate a narrative, a set of drawings titled"New Building Coddington Road Community Center, 920 Coddington Road, Town of Ithaca, Tompkins County, New York,"prepared by Naperiala Consulting, Professional Engineer,P.C, dated 06/17/2020 and revised 02/21/22, including sheets C001, C100, C200 (Boundary and Topographic Survey Map, prepared by C.T. Males Associates), C410, C300- C700, C701, C710-C712, C800, C901-906, floor plan and elevation drawings prepared by HOLT Architects, dated 6/15/2020, including sheets AP 101-AP 103, and other application materials; NOW THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby grants Final Site Plan Approval for the proposed building addition and other improvements for the Coddington Road Community Center, as described in the materials listed in Whereas #3 above, subject to the following conditions: a. Before the issuance of any building permits, submission,review and execution of an Operation, Maintenance and Reporting agreement for the proposed stormwater management facilities, specifying the ownership and maintenance responsibilities for the stormwater system, including: (i) Submission of an access easement to assure Town of Ithaca access to the stormwater facilities, and (ii) 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, b. All outdoor lighting shall conform to the requirements of the Town of Ithaca Outdoor Lighting Law; the proposed building lights shown on Sheet C800 shall be fully shielded and angled according to the law to eliminate outward glare. All outdoor LED lighting shall have a maximum 3000k color temperature. Chris Bale&tra From: OavidOshea Sent: Monday, November29\ 2021 2:49 PM To: Justin McNeal Cc: Daniel Thaete Chris Ba|estna Subject: RE: [oddington Road Community Center Review 11 19 2021 Chris, Engineering is OK with the SWPPP and the project continuing to final approval. Vaad 0 I.V" Senior Civil Engineer Town ofIthaca 607'273'1656ext257 From:Justin McNeal <JMcNea|@toxvnjthaoa.ny.us> Sent: Monday, November 29, 20212:39 PM To: Rodney Ives<rives@napoonzom' Cc: Daniel ThaetexDThaete@toxvnjthaca.ny.us'; David Oshea <DOshea@tovvn.ithaca.ny.usx; Chris Ba|estra <CBa|estra@tovvn.ithaoaoy.us' Subject: Coddin0ton Road Community Center Review 11'19'2021 Hello Rod, Please see the attached Engineering Review Memorandum.The original comments are shown in black and the new/revised comments are shown in red. Please let me know if you have any question or comments. Thank You, �44�Wtelled Civil Engineer Town mf Ithaca Engineering Dept. 114 Seven Mile Drive Ithaca, NY2485U VV: (6O7)-273-1656Ext. 260 0 F_ TOWN OF ITHACA �t f3 21 _ ENGINEERING DEPARTMENT �__: 114 SEVEN MILE DRIVE ITHACA N.Y. 14850 engineering@town.ithaca.ny.us PHONE (607)273-1656 Roads, Parks,Trails, Engineering,Sewer,and Water FAX(607)272-6076 ENGINEERING MEMORANDUM FROM: Daniel Thaete, PE— Director of Engineering —Town of Ithaca TO: Rodney Ives, PE - Napierala Consulting CC: Justin McNeal, Civil Engineer—Town of Ithaca Chris Balestra, Planner- Town of Ithaca Planning Dept. DATE: November 19th, 2021 — Final Site Plan/ Stormwater Review Comments July 131h, 2020— Preliminary Review Comments RE: Final Site Plan/Stormwater Pollution Prevention Plan Review Coddington Road Community Center Building Addition Ithaca, NY 14850 We have reviewed the applicant materials for the Coddington Road Community Center Building Addition including: • The Coddington Road Community Center Stormwater Pollution Prevention Plan dated June 181h, 20210 revised September20th, 2021. t�, �20- FP_GP_NVP_ � II 1Re 19th, 2020 ��. • The C;GddiRgtGP RARd GAMMl Rity (;eR+er I IPW RI 101diRg AdditiGR PpGjeGt NaFF rese+ved I.-Aim /1 T 0�'—� t�, �i'"0G-GTPrid II lRe 19th, /1 !1��. • The New Building Coddington Road Community Center Plans dated June 17th, 2020 revised October 11t, 2021. We offer the following comments: (Please note new/revised comments in red) GENERAL COMMENTS: 1. A Tompkins County Right-of-Way Permit will be required for any work that falls within the Coddington Road right-of-way. Applicant is aware. 2. Stormwater Access/ Operation and Maintenance agreement(s) must be executed prior to building permits per§228-11 d of Town Code. Applicant is aware. 3. A comprehensive review of the stormwater calculations has not been performed due to missing and/or inadequate information. Once the subsequent items have been addressed, a complete review of the newly revise plans and calculations will be performed. We have reviewed the Stormwater calculations and the stormwater practice appears to be sufficient for the project. SWIPPIP COMMENTS: 1. Please OnGlude the leGatmens ef the eFGGien and sediment eentFE)l FneasuFes on sheet G-40-0- Site PpepaFat;GR A.Pd- Erecsneip Centre.' Rain. &a#s#&4 2. On sheet C904 under Erosion and Sediment Controls, note 5c, please change the note to read, "INSTALL PERIMETER SILT FENCE, SECURITY FENCE, AND INLET PROTECTION IN THE LOCATIONS SHOWN ON THE PLAN." Existing structures will require inlet protection while in use. Please revise the note as indicated. There appears to be an existing catch basin at the southern end of the parking lot that will need inlet protection throughout the project. All inlet protection should be installed prior to earth disturbance. 2_ On sheet 12-9-0-4 61RdeF lRGPP_GtiG_.R -;;Pd- A.4-ainte-Raprue Repei4 Femqs, please GhaRge the f 0 Fst paFagFaph te Fead "ON 12 E I N1 SSTALLATI ON OF ANY R EQU 1 RED OR Q PTI G-NIAL FERGS-ION GONITIRG-1- -DEVIGE OR MEASURE HAS -REEK IMPLEMENTED, AN I N I 2_12 FE G T I Q N I S H.A.1-1- RE P E R F Q R N.4 E Q AT 1-E.A.S T Q N I G E E V FE R Y ss F=V E N (7) GA 1-FE N I D.A.R DAYS AMID S.H.A.1-1- RC P E R F Q R INA E 1) 6 Y A QUA 1-1 F I E Q P R-0 F FE 2-ss I Q N I.A.I_ THE F G-RIN.42- F=Q_UNIQ IN THIS S-AA.IPPR 2-H.A.1-1- -RF-= 1-12-E-D BY THE I N1 SPEG-T QRS TO I N 1 V E N I T Q R Y ARID R E P Q R T T H FE G Q N I D I T 1-0 N I Q F E.A.G H M E.A.2-1-IR FE T Q ASSIST I P4 MAINTAINING THE PROSIGN AND SEDIMENT GONTRO1 MEA21 IDES IN GOOD (1RDE I --l-R." 4. Please OnGlude a GGRtFaE;tE)F GeFtifiGatien F=E)FFn the SWRIPIP GeFtifying that haps re-aadd -;;Pd- agFees tG GGMPIY With thP- &A.IPPIR. QAGP_ h-as beeR seleGted this will need to be failed eut and signed. Sa#�, 5. PFiGF tG GigRiRg the A.42-4 A.G-GeptaRGe Perm a Negative -Der-Aaratiep lette-F fre-PA 2HPQ W011 be Fequired._Sa4sficsr7 6. Please add a note to sheet C904 stating that all sediment and erosion control measures shall be cleaned out once they have reached 50% capacity. Please change the wording on Sheet C904, Note 5 from "Accumulated sediment shall be removed and stabilized when the capacity of all sediment and erosion control measure has reached 50% of design capacity." To "Accumulated sediment shall be removed and stabilized when the capacity of an sediment and erosion control measure has reached 50% of design capacity." 7. Please include a detail for inlet protection in pavement for the catch basins that are in the parking lot. The details provided do not depict the in-pavement inlet protection as indicated in the DEC Blue Book. Please refer to the Type IV-Paved Surface Inlet Protection description on page 5.58 of the 2016 Blue Book. The inlet protection shown on the plans (Type 1) is generally for initial overlot grading where the area around the catch basin can be excavated to create a sump. 8 PIPARP Add A legeRd tG the dFaiRage aFea Rqaps the VaF09616 IiRe types and E;eveF types.-Satisfie4 -9. Ple-aase the dFaiRage areas ep the ppepesed dF map that GGFFeGPGRd with the Fepe4.-Sa4&f4ed s e P r__ d-e t h e t h 0 rd- g dir-ated AP the ppepesed draiRage apea map IR r7nn YG 61 F Ga G 61 a#`GR&.__&a4Gf4e4 11. Thp 2tPrmTPr_h dpt;;Nl An ;hppt 12905) dAPS RAt MAtGh the syste.m. NPd_ir___ate_d_ Ap sheets "4' Q701 Utility PlaR. Pleasp rPv0c;P Ar-GGFdNR 1-2. Please ppevnde a detail fer the AIDS Pipe Water Quality L)Rit Medel 4220VVQA m R the plaRG. Please pFevide ppetreatmeRt GiZiRg d--AtA- and- Sa#s� plaee? Satisfied 18. On sheet [00O -Grading fk Drainage Plan, the frame and grate elevation for storm a[ruo[una 8T 08 does not match the surrounding grades. Per the previous email to Rod Ives on Thursday 1O/28/2O21 there are some issues with the labeling of the catch basins on sheets C600. C700' and C701. Please revise and resubmit. 20. Please provide infiltration testing results for the proposed underground a[ormwa[er storage system in accordance with the New York State 8tormvvater Management Design Manual. Applicant Engineer t8provide 21. Please provide soil boring data within the footprint of the underground basin indicating adequate separation from the seasonal high groundwater table and/or bedrock. Applicant Engineer toprovide -24.. Please revise the gequeRGe ef MajeF.A.r__tk4ties en sheet G904, preteGtOAA she,dd 26. Please review the concrete washout detail. Per the MYS[}EC Blue Book, B liner should be installed iM the concrete washout to prevent leaching of liquids into the ground. WATER COMMENTS: 1. A curb box cover will be required for any curb box placed in pavement. Town of Ithaca will provide you with this detail. Please see the attached pdf and drawing for reference. WST LED Catalog Number Architectural Wall Sconce .''..;''Notes Type r�1 BI['Il � I'lly,krllia au rsiru .FoH 20 al all lllla IIQm.a111r firiafire This item is an A+capable luminaire,which has been Specifications designed and tested to provide consistent color Luirnfirwalhire appearance and system-level interoperability. 8-1/2" • All configurations of this luminaire meet the Acuity Height: Brands'specification for chromatic consistency Width: 17" • This luminaire is A+ Certified when ordered with (43 18 c'") DTL®controls marked by a shaded background. Depth: 10-3/16" DTL DLL equipped luminaires meet the A+ (;?s 9c") specification for luminaire to photocontrol Weight: 20 Ibs i nteroperabi I ity1 1 kg) • This luminaire is part of an A+Certified solution —7 for ROAMS or XPointTM Wireless control networks, jproviding out-of-the-box control compatibility with simple commissioning,when ordered with drivers and control options marked by a shaded: background' tiioriall Back k IBox III III II ) To learn more about A+ visit C r r_ Height: 8.49" (21.S6 c,,,) See ordering tree for details. Width: 17.01" A+Certified Solutions for ROAM require the order of (4 S/'1 a,,) one ROAM node per luminaire. Sold Separately: I ink Depth: 1.70" 1'�,,,_�ri; I ink 1O 1% r1 (4_:i2 cr,,) FOR 3/4"NPT D SIDE-ENTRY """ 3..00 4.45 — FOR 1/4" MOUNTING BOLTS W tiioriall Back k IBox III II Height: 4„ (10 2 crn) Width: 5-1/2" (14.0 car,) Depth: 1s c1/2) W For 3/4"NPT D side-entry o °o conduit --- H COMMERCIAL OUTDOOR One Lithonia Way Conyers,Georgia 30012 Phone:800-705-SERV(7378) WST-LED 0 2011-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.03/08/22 + A+Capable options indicated by this color background. 11II16� VII �„„ EXAMPLE• WST LED P1 40K VF MVOLT DDBTXD, WST LED p 11 WST LED P1 1,500 Lumen package 27K 2700 K VF Visual comfort forward throw MVOLTr 2772 Shipped included P2 3,000 Lumen package 30K 3000 K VW Usual comfort wide 1202 3471 (blank) Surface mounting bracket P3 6,000 Lumen package 40K 4000 K 2082 qgp a Shipped separately SOK 5000 K 2402 BBW Surface-mounted back box' PBBW Premium surface-mounted back box'^ � A! I � r NLTAIR2PIR nLIGHTAIR Wireless enabled motion/ambient sensor for 8'-15'mounting heights 161 E7WC Emergency battery backup,CA Title 20 Noncompliant DDBXD Dark bronze NLTAIR2 PIRH nLIGHTAIR Wireless enabled motion/ambient sensor for 15'-30'mounting heightss,e,1 old,7W)''2 DBLXD Black PE Photoelectric cell,button type a E7WHR Remote emergency battery backup,CA Title 20 DNAXD Natural aluminum Noncompliant(remote 7W)'" PER NEMA twist-lock receptacle only(controls ordered separate)9 DWHXD White PIERS Five-wire receptacle only(controls ordered separate)9 E20WH Emergency battery pack 18W constant power, DSSXD Sandstone Certified in CA Title 20 MAEDBS PER7 Seven-wire receptacle only(controls ordered separate)9 E20WC Emergency battery pack-20°C 18W constant power, DDBTXD Textured dark bronze PIR Motion/Ambient Light Sensor,8-15'mounting heightse Certified in CA Title 20 MAEDBS''2 DBLBXD Textured black PIR1FC3V Motion/ambient sensor,8-15'mounting height,ambient sensor enabled at1fcse E23WHR Remote emergency battery backup,(A Title 20 DNATXD Textured natural aluminum PIRH 180°motion/ambient light sensor,15-30'mounting height 56 Noncomphant(remote 20W)1'1" DWHGXD Textured white PIRH1FC3V Motion/ambient sensor,15-30'mounting height,ambient sensor enabled at1fc',6 LCE Left side conduitentry's DSSTXD Textured sandstone SF Single fuse(120,277,347V)l RCE Right side conduitentry15 DF Double fuse(208,240,480V)' BAA Buy America(n)Act Compliant DS Dual switching11 DMG 0-10V dimming extend out back of housing for external control(control ordered Shipped separately separate)" RBPW Retrofit back plate' E7WH Emergency battery backup,Non CEC compliant(7W)' VG Vandal guard15 WG Wireguard15 NOTES Accessories 1 MVOLT driver operates on any line voltage from 120-277V 10 Not available with Emergency options,PE or PER options. Ordered and shipped separately. (50/60 Hz). 11 DMG option not available with standalone or networked WSTVCPBBW DDBXD U Premium Surface-mounted backbox 2 Single fuse(SF)requires 120V,277V or 347V.Double fuse sensors/controls. (DF)requires 208V,240V or 480V. 12 Battery pack rated for-20°to 40°C. WSBBW DDBTXDU Surface-mounted back box 3 Also available as a separate accessory;see accessories 13 Comes with PBBW. RBPW DDBXDU Retrofit back late information. P 4 Top conduit entry standard. 14 Warranty period is 3-years. DLL127F1.51U Photocell-SSLtwist-lock(120-277V)" 15 Not available with BBW. 5 Not available with VG or WG.See PER Table. 16 Must order with fixture;not an accessory. DLL347F 1.5 CULIU Photocell-SSLtwist-lock(347V)" 6 Reference Motion Sensor table. 17 Requires luminaire to be specified with PER,PIERS or PER7 DLL480F1.5CULlU Photocell-SSLtwist-lock(480V)" 7 Not available with347/480V. option.See PER Table. 8 Need to specify 120,208,240 or 277 voltage. 9 Photocell ordered and shipped as a separate line item from Acuity Brands Controls.Shorting Cap included. Emergency Battery Operation The emergency battery backup is integral to the luminaire—no external housing required!This design provides reliable emergency operation while maintaining the aesthetics of the product. All emergency backup configurations include an independent secondary driver with an integral relay to immediately detect AC power loss,meeting interpretations of A JU i'-- )r. E The emergency battery will power the luminaire for a minimum duration of 90 minutes(maximum duration of three hours)from the time supply power is lost,per and 1 A'L1 I . /7,provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the P1 power package and VF distribution product in emergency mode. $'MW� 12 MH r. // 8'MH I 12'MH i i r I EN ' 10 x 110 G r!icNllnes u s .,,•m �/ & and 12 Mounting Height yv' yti 'S, w v,µ r WSl"LED P11 271{VF MVOIlT E7WH WSr ILEID IF'2 401K W MVQ ILT E20WH COMMERCIAL OUTDOOR One Lithonia Way Conyers,Georgia 30012 Phone:800-705-SERV(7378) WST-LED ©2011-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.03/08/22 Ip��w�II+IjI lip.............................................................................................................................................................................................................................................................................................................................................................................................................,.,.,.,.,.,.,.,.,.,. 11 �I ill��1I�11 III II�I�NI�I III i1�111�k �I�mill II�I� Lumen Ambient Temperature(LAT)Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures 111r1114� from 0-40°CIIIII(III3I2-104°F). I;w IIIIIUlti�Nll NEM 720 208 240 277 347 480 01C 32'F 1.03 '.. '.. 11 0.1 0.06 0.05 0.04 - 10OC 500F 1.02 P1 25'C 770F 1.00 P1 DS 14 0.12 0.07 0.06 0.06 -- 300C 860F 0.99 25 0.21 0.13 0.11 0.1 - 400C 104-F 0.98 P2 ''..... 30 _- _. _. -. 0.09 0.06 Projected LED Lumen Maintenance P2 DS 25 0.21 013 011 01 Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. 50 0.42 0.24 0.21 0.19 -- U4y l4RIiIb'4N 56 016..... 012 �N ,:6 hI 0 25,000 50,000 100,000 p3 DS 52 0.43 0.26 0.23 0.21 -- I ghV III 1.0 >0.95 >0.92 >0.87 11 "PIRorPIRH 3V(37%)Output 1 OV(100%)Output Enabled @SFC 3sec 5min 5min PIRIFC3VorPIRH1FC3V 3V(37%)Output 1 OV(100%)Output Enabled @1FC 3sec 5min 5min "for use with site wide Dusk to Dawn control PER Table Photocontrol Only(On/Off) A Wired to dimming leads on driver A Wired todimmingleadson Wires Capped insidefixture driver DJ�y Wired todimming leads on ROAM Wired to dimming leads on driver A Wires Capped insidefixture driver ROAM with Motion A Wired to dimming leads on driver Wired to dimming leads on Wires Capped insidefixture driver Wired todimming leads on Futureproof* A Wu driveredtodimmingleadsondriver - Wires Capped inside fixture Futureproof with Motion Wired todimmingleadsoned to dimming leads on driver �/ driver Wires Capped insidefixture �ll1Jf Recommended Will not work AAlternate *Futureproof means:Ability to change controls in the future. Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown,within the tolerances allowed by Lighting Facts. uu rrr II I��q Ipi NI I N "I I I III�.I f � l4 I i l4 V 14 I dn'�N m IUl U UI F7IIUUIIIUVIIIUVI��I ndw i r tN� �IFWW#4 r Rurr u4n iurhi r IIUV UV loll UV2(� N drAr,h i n raJuu i UV UV UV UV UV UV UViYwlnUvkarh ?wni m111 11111I1 10 11111 IN IIIIIIIIIIIIIIP�� IIII��I� � III�IIIII1I911pIIu��IIII�u a Ills llsI 111 11111ZQ1111111�II IIIIIIIIIIIIII�u �IIII�q�p 111I IIIIIIIIIIIIpI!uINY� IU�7km P1 12W VF 1,494 0 0 0 125 _ 1,529 0 0 0 127 1,639 0 0 0 137 1,639 0 0 0 137 P2 25W VW 1,513 0 0 0 126 1,548 0 0 0 129 1659 0 0 0 138 1660 0 0 0 138 VW 0 0.. 128 3,276 1 0 0 131 3,512 1 0 0, 140 3,512 1 0 0 140 VF 6,025 1 0 1 121 6165 1 0 1 123 6,609 1 0 1 132 6,607 1 0 1 132 P3 SOW VW 6,098 1 0 1 122 6,240 1 0 1 125 6,689 1 0 1 134 6,691 1 0 1 134 COMMERCIAL OUTDOOR One Lithonia Way • Conyers,Georgia 30012 • Phone:800-705-SERV(7378) WST-LED ©2011-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.03/08/22 j....................................................................................................................................................................................................................................................................................................................................................................................... Illu �� w �� r Lr To see complete photometric reports or download.ies files for this product,visit Lithonia Lighting's,N� � c r „r�,u�. I�1�if�hwrwl m mew lu�l�u�`iu m!!I iu m m lu�rw il!w!u��EI��E�i� Isofootcandle plots for the WST LED P3 40K VF and VW.Distances are in units of mounting height(10'). Distribution overlay comparison to 175W metal halide. LEGEND 4 3 2 t 0 t 2 3 a a 3 2 t 0 t 2 3 4 LEGEND 4 .. ... q ....... �. .._ 0.1 fc WST 3 „ LED, ; 0.5 fc 2 z " 0.5 fc WST 1.0fc Y v i r'�� J .. ® HID, 0 5.0fc 0.5 fc r, 10,W 5idownik UG G Ll,Yas: WST HID: `"""""""„" WST LED: WST HID z;0.72 213W 50W VF - VW -' WSTLEDn,(I`J":S WST LED P340K VF, _p - .0 -- -- WST 175M FT Probe,12'Mounting Ht FEATURES&SPECIFICATIONS INTENDED USE ELECTRICAL The classic architectural shape of the WST LED was designed for applications such as hospitals, Light engine(s)consist of 98 high-efficacy LEDs mounted to a metal core circuit board and schools,malls,restaurants,and commercial buildings.The long life LEDs and driver make this Integral aluminum heat sinks to maximize heat dissipation and promote long life(100,000 luminaire nearly maintenance-free. hrs at 40°C,L87). Class 2 electronic driver has a power factor>90%,THD<20%. Easily- CONSTRUCTION serviceable surge protection device meets a minimum Category B(per ANSI/IEEE C62.41.2). The single-piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal INSTALLATION transfer from the internal light engine heat sinks and promote long life. The driver is mounted in A universal mounting plate with Integral mounting support arms allows the fixture to hinge direct contact with the casting for a low operating temperature and long life.The die-cast door down for easy access while making wiring connections. frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, LISTINGS providing an IP65 rating for the Luminaire. CSA certified to U.S.and Canadian standards.Luminaire is IP65 rated.PIR and back box FINISH options are rated for wet location.Rated for-30°C to 40°C ambient. Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage DesignLights Consortiuma'(DLC)Premium qualified product.Not all versions of this process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate product may be DLC Premium qualified.Please check the DLC Qualified Products List changes without cracking or peeling. Standard Super Durable colors include dark bronze,black, at '..to confirm which versions are qualified. natural aluminum,sandstone and white. Available In textured and non-textured finishes. BUY AMERICAN OPTICS Product with the BAA option Is assembled in the USA and meets the Buy America(n) Well crafted reflector optics allow the light engine to be recessed within the Luminaire,providing government procurement requirements under FAR,DEARS and DOT.Please refer to visual comfort, superior distribution,uniformity,and spacing In wall-mount applications. The WST for additional Information. LED has zero uptight and qualifies as a Nighttime Friendly"product,meaning it is consistent with WARRANTY the LEED°and Green Globes-criteria for eliminating wasteful uptight. 5-year limited warranty.This is the only warranty provided and no other statements In this specification sheet create any warranty of any kind.All other express and implied warranties are disclaimed.Complete warranty terms located at: Note:Actual performance may differ as a result of end-user environment and application. All values are design or typical values,measured under laboratory conditions at 25°C. Specifications subject to change without notice. COMMERCIAL OUTDOOR One Lithonia Way • Conyers,Georgia 30012 • Phone:800-705-SERV(7378) WST-LED ©2011-2022 Acuity Brands Lighting,Inc.All rights reserved. Rev.03/08/22 ft 1 �1 9 p .. NT 1 � � 1 m u CL i` ct th �- 1. A ry r ® u� � �/iiii� ' � ,o�%a/ %/,i�� 1, � �,� �� iii�� ,,,,; � '� �� ; � , �i%� ,,,, ��,; , , �� ; �i��/ i/ ��, �; �� i/ 1� � 1, J�j 11„�' � f �e�p � '�/ �� f ,% �� .� r ..,, �,�w u � � �� 1- �� rcrxi � l y �� 2a2 � � �� 1 � , / i �� l / 1 ,, „ { r l �, / �� 1,47i f i �, �'" � @w r �/ j �,� ' 8� � �� µ � m �� w �� a „� II ,,, ii„' rr v �' �(� QQQ � p/}p�ryp �� N�l//�IrO/r Iv%i„�,w: I, � , J, r � /f��1011)»➢I�vuYuI1V I ' 1 r � r rrrrr y rr rrrrrrrrrrrrr, ,r rr ;err. / ;, r rii.. „rrrrrrr r>iiiii / wo VVO � �rrrrrrr ri 0/ 00000 -WOW /rr / �r / r/ r%r rrrrrrrrr rrrrrrrrr rrrrrrrrr rrrrrrrr / I ui illlll oil i 1 l� ^^ {IIPp., tiii 9 III�P lllll'�I "� I iI r I i r _ A / r ,/ r r 1 /t � r � l, 1 1 t_ r I , tt r t ,I // r r� rill r rill J IJ sad� �JJ�fI t uupi uuuuuuu i i r„ J _U J / r /r � prl s k t i PREPARED FOR: q, N W UILDING Road ri t.�,,r I'l- PROJECT CODDINGTON ROAD COMMUNITY C NT R 920 CODDINGTON ROAD LOCATION ITHACA, NY 14850 920 CODDINGTON ROAD TOWN OF ITHACA (OPROJECT ARCHITECT: TOMPKINS COUNTY NEW YORK RICHMOND Architecture Planning Interior Design KINGS QUEENS 619 W. State Street SITE LOCATION MAP Ithaca, New York 14850 NOT TO SCALE 132 E.Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com (OPREPARED BY: NAPIERALA z ligill CONSULTING PROJECT LOCATION PROFESSIONAL ENGINEER, P.C. SITE * DESIGN * ENGINEERING (i,4 110 FAYETTE STREET MANLIus, NEW YORK 13104 FaM Wmca email: MNAPgNAPCON.COM Fal Is Suite C,,,v k PH: (315) 682-5580 FAX: (315) 682-5544 Natai,W ands PROJECT (SHEET INDEX: LOCATION TITLE SHEET cool GENERAL NOTES Cloo SURVEY / EXISTING CONDITIONS C200 PROJECT PLAN C300 SITE PREPARATION & EROSION CONTROL PLAN C400 SITE PLAN C500 Go, g�e GRADING AND DRAINAGE PLAN C600 UTILITY PLAN C700 PROJECT LOCATION MAP 0 UTILITY PLAN C701 ONSITE WASTEWATER TREATMENT SYSTEM PLAN C710 NOT TO SCALE WASTEWATER TREATMENT SYSTEM DETAILS C711 EXTERIOR LIGHTING PLAN C800 SITE DETAILS C901 THRU C905 AERIAL MAP FLOOR PLAN AP100 1"=200' EXTERIOR ELEVATIONS A201 SHEET TITLE: COPYRIGHT(C)2020 PROJECT NO. DATE SHEET APPROVED BY OWNER NAPIERALA CONSULTING PROFESSIONAL ENGINEER, P.C. 20-1872 06/1712020 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED NEW BUILDING ARCHITECT, PROFESSIONAL ENGINEER, LANDSCAPE ARCHITECT, OR LAND SURVEYOR TO ALTER ANY ITEM ON 7 TITLE SHEET 2 REVISE PER TOWN COMMENT 02/21/22 THIS DOCUMENT IN ANY WAY. CODDINGTON ROAD 1 REVISE PER TOWN COMMENT 10/01/21 ANY LICENSEE WHO ALTERS THIS DOCUMENT IS COMMUNITY CENTER REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE 0 T WN UBMITTAL 06/17/20 NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER PLAN SEAL BY: TOWN OF ITHACA NO. REVISION/ISSUE DATE SIGNATURE AND SPECIFIC DESCRIPTION OF THE RODNEY C IVES,JR,P.E. TOMPKINS COUNTY, NEWYORK NAME DATE ALTERATIONS. NYS REGISTRATION#077842 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 GENERAL NOTES SITE DEMOLITION NOTES LANDSCAPE NOTES 1 PROPERTY LINE INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC 1. THE GENERAL CONSTRUCTION CONTRACTOR RESPONSIBLE FOR DEMOLITION WORK AS NOTED ON THIS SURVEY, 920 CODDINGTON ROAD, TOWN OF ITHACE" PREPARED BY C.T. MALE ASSOCIATES, PLAN. LEGEND: PROPOSED TEMPORARY SEEDING MIXTURES PERMANENT SEEDING MIXTURES P.C. (DAVID SLISKI, LS). 2. EXISTING FEATURES ARE BASED ON A SURVEY BY C.T. MALE ASSOCIATES, P.C.. (SEE EXISTING CONDITION SURVEY FOR SEED MIXTURE NO. 1 LBS./ACRE 2. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVEGROUND STRUCTURES, AND/OR UTILITIES LEGEND OF EXISTING ELEMENTS) LBS./ACRE LBS./1000 FROM FIELD LOCATION AND RECORD MAPPING. EXACT LOCATION MAY VARY FROM THE 3. OWNER WILL PROVIDE AN 'ALL CLEAR' PRIOR TO DEMOLITION. FOR SPRING, SUMMER OR EARLY FALL SEEDINGS: SQ. FT CREEPING RED FESCUE (var. ENSYLVA) 10 G LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR A. ANNUAL RYEGRASS -OR- 30 0.70 PERENNIAL RYE GRASS (var. PENNFINE) 10 G EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR 4. THE CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK AT 811 FOR UTILITY STAKEOUTS A MINIMUM B. PERENNIAL RYEGRASS 30 0.70 SEED MINXTURE NO. 2 UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND OF THREE (3) BUSINESS DAYS PRIOR TO ANY DEMOLITION WORK, SITE WORK, OR EXCAVATION. SWITCHGRASS (var. SHELTER, PATHFINDER, 20 IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. FOR LATE FALL OR EARLY WINTER TRAILBLAZER, OR BLACKWELL) THE CONTRACTOR IS TO CALL DIG SAFELY NY AT 1-800-962-7962 A MINIMUM OF 72 5. THE CONTRACTOR SHALL COORDINATE WITH ALL PUBLIC AND PRIVATE UTILITIES FOR RESPECTIVE ----- PROPOSED BUILDING HOURS BEFORE DIGGING, DRILLING, OR BLASTING. REQUIREMENTS FOR THE REMOVAL/ABANDONMENT OF UTILITY MAINS/LATERALS SERVICING THE SITE. A. WINTER RYE (AROOSTOOK) 100 2.50 SEED MINXTURE NO. 3 Architecture MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/ACRE BIRDSFOOT TREFOIL (var. EMPIRE, PARDEE) 10 Planning 3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE (APPROXIMATELY 2 LARGE ROLLED BALES/ACRE). REDTOP 2 SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS TALL FESCUE (var. KY 31, REBEL) 20 Interior Design WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. MULCH ANCHORING IS REQUIRED WHERE WIND OR AREAS OF SEED MIXTURE NO. 4 - ----- PROPERTY LINE CONCENTRATED WATER ARE OF CONCERN. 619 W. State Street 4. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS CREEPING RED FESCUE (var. ENSYLVA) 20 Ithaca, New York 14850 --------- ----- PROPOSED EASEMENT LINE CHEWINGS FESCUE (COMMON) 20 PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. PERMANENT SEEDINGS SHOULD TAKE PLACE IN EARLY PERENNIAL RYE GRASS (var. PENNFINE) 5 132 E.Jefferson Street 5. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER 4 SPRING. PROPER MULCHING AND ADAQUATE MOISTURE RED CLOVER (COMMON) 10 Syracuse, New York 13202 MUST BE PROVIDED FOR PERMANENT SEEDING. RESEEDING PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION ----- PROPOSED CONCRETE SIDEWALK/PAD OF FAILED AREAS SHALL TAKE PLACE DURING LATE p 607 273 7600 www.holt.com AS BEFORE BEING DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SUMMER/EARLY FALL OR DURING THE FOLLOWING SPRING. SEED MIXTURE 1 TO BE APPLIED TO SHADED AREAS. SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. FERTILIZER: SEED MIXTURE 2 IS IN PURE LIVE SEED. TO BE APPLIED TO AREAS 5% NITROGEN UPLAND OF WETLANDS AND ALONG STORMWATER MITIGATION BASIN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL ----- PROPOSED STORM INLET 10% PHOSPHORUS BANKS. REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL @ 5% POTASH F PERMITS. HYDROMULCH SEED MIXTURE 3 TO BE APPLIED TO ALL SWALES AND WATERWAYS. F HYDROMULCH SHALL BE A WOOD-FIBER COMPOSITION WHITE CLOVER OR LADINO CLOVER MAY BE SUBSTITUTED FOR 7. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, GRADING NOTES- @ ----- PROPOSED MANHOLE (STORM OR SEWER AS NOTED) (50% PAPER - 50% WOOD) BRIDSFOOT TREFOIL AND SEEDED AT THE SAME RATE AND LOCAL CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS. IF MULCHING IS NOT APPLIED WITH HYDROSEED MIXTURE, PERENNIAL RYEGRASS MAY BE SUBSTITUTED FOR REDTOP BUT 1. MAXIMUM SLOPE FOR ALL CUT AND FILL LAWN AREAS SHALL BE 3H:1V UNLESS SHOWN OTHERWISE APPROVED MULCHING, CONSISTING OF STALKS OF WHEAT, INCREASE SEEDING RATE TO 5 LBS./ACRE (0.1 LBS./1000 SQ. FT) 8. ALL PROPOSED UTILITIES AND APPURTENANCES ARE TO BE CONSTRUCTED IN COMPLIANCE ON PLANS. ----- PROPOSED STORMWATER QUALITY TREATMENT UNIT OATS, OR RYE, SHALL BE SPREAD EVENLY AT A RATE OF 2 WITH THE LOCAL MUNICIPALITY'S CODES AND REGULATIONS GOVERNING THE INSTALLATION OF TONS PER ACRE. MULCH IS TO BE TACKED INTO PLACE. SEED MIXTURE 4 TO BE APPLIED TO ALL AREAS. (NOT FOR USE IN SUCH UTILITIES. 2. SLOPES GREATER THAN 4H:1V SHALL BE STABILIZED IMMEDIATELY AFTER GRADING OCCURS IN PLAYGROUNDS OR AS TURF) ACCORDANCE WITH THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT 9. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT CONTROL. SAN - ----- PROPOSED SANITARY PIPE METHOD OF SEEDING ANY TIME TO DETERMINE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT BROADCAST, DRILLING WITH A CULTIPACK TYPE SEEDER, OR HYDROSEEDING ARE ACCEPTABLE. GOOD SOIL TO SEED CONTACT IS DOCUMENTS OF THIS PROJECT AS INTENDED AND INTERPRETED BY THE ENGINEER. 3. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT AND BECOME FAMILIAR WITH THE ST ----- PROPOSED STORM PIPE THE KEY TO SUCCESSFUL SEEDINGS. SOIL CONDITIONS ON THE SITE. CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS AND MULCHING NAPIERALA 10. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS REQUIREMENTS FROM THE GEOTECHNICAL ENGINEER. W ----- PROPOSED WATER PIPE PATCHING, BLOCKING, TRIMMING, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE APPLY STRAW MULCH AT A RATE OF 2 TON/ACRE (90 LBS./1,000 SF) ANCHORED WITH WOOD FIBER MULCH (HYDROMULCH) AT CONSULTING j11711 ROFFSSIONAL FNGINFER,P.C. WORK COMPLETE. 4. UNLESS OTHERWISE NOTED, LIMITS OF DISTURBANCE ARE AS REPRESENTED BY PROPOSED GRADES. 500 - 750 LBS./ACRE (11 - 17 LBS./1,000 SF). THE WOOD FIBER MULCH MUST BE APPLIED THROUGH A HYDROSEEDER AFTER P- G ----- PROPOSED GAS PIPE MULCHING. SITF, - DF,SIGN - FINGINFEIRING NO GRADING SHALL TAKE PLACE BEYOND LIMITS SHOWN. 1 W Emn-fF STUFT 11. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE INFORMATION. ANY IRRIGATION NIANIJus,Ni,,Nx YORK 13104 MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, 5. ALL SLOPES STEEPER THAN 3H:1V SHALL BE TREATED WITH AN EROSION CONTROL PRACTICE SUCH OHE - ----- PROPOSED UNDERGROUND ELECTRIC WATERING MAY BE ESSENTIAL TO ESTABLISH TO NEW SEEDING. WEATHER CONDITIONS WILL DICTATE WHEN TO WATER. EACH -ail:MN APC&,N AP(.ON.(.OM SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW AS A ROLLED EROSION CONTROL BLANKET OR RIPRAP. SEE DESIGNATED AREAS ON PLANS. APPLICATION MUST BE UNIFORMLY APPLIED AND 1 TO 2 INCHES OF WATER SHOULD BE APPLIED PER APPLICATION. Pil:(315)682-5580 FAX:(315)682-5544 E YORK STATE LICENSED LAND SURVEYOR. ----- PROPOSED STOCKADE FENCE PROJECT No.20-1872 E 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE PERMANENT SEEDING TO OCCUR AFTER FINAL GRADING HAS OCCURRED. PERMANENT SEEDING WILL INCLUDE: SITE PREPARATION WORK WITH ALL OTHER CONTRACTS FOR THE SITE. 0 ----- PROPOSED TREE A. SCARIFY ALL COMPACT, SLOWLY PERMEABLE, MEDIUM AND FINE TEXTURED SUBSOIL AREAS. SCARIFY AT APPROXIMATELY REVISION SCHEDULE RIGHT ANGLES TO THE SLOPE DIRECTION IN SOIL AREAS THAT ARE STEEPER THAN 5 PERCENT. 13. THE CONTRACTOR SHALL: B. REMOVE REFUSE, WOOD PLANT PARTS, STONES OVER 3 INCHES IN DIAMETER, AND OTHER LITTER. # NAME DATE A. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY 0 THE ENGINEER OF ANY DISCREPANCIES. TOPSOIL MATERIALS 0 TOWN SITE PLAN 06/17/20 B. EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS A. TOPSOIL SHALL HAVE AT LEAST 2 PERCENT AND NO GREATER THAN 6 PERCENT BY WEIGHT OF FINE TEXTURED STABLE SUBMISSION ON THE WORK. ----- PROPOSED LIGHT ORGANIC MATERIAL. 1 REVISE PER TOWN 10/01/21 C. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH B. TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT COMMENT RECOGNIZED GOOD STANDARD PRACTICE. UTTLI TJL V, NOTES- - D. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE MORE THAN 15 PERCENT CLAY. 2 REVISE PER TOWN 02/21/22 BY THE CONTRACTOR ON THE SITE. 1. ALL CONSTRUCTION SHALL CONFORM WITH APPROPRIATE CODE AND REGULATORY REQUIREMENTS. PROPOSED DESIGNATED ACCESSIBLE PARKING SPACE C. TOPSOIL TREATED WITH SOIL STERILANTS OR HERBICIDES SHALL BE SO IDENTIFIED TO THE PURCHASER. COMMENT D. TOPSOIL SHALL BE RELATIVELY FREE OF STONES OVER %" INCHES IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS 14. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN 2. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH MUNICIPAL REGULATIONS AND THE NUTSEDGE AND QUACKGRASS, AND WILL HAVE LESS THAN 10% GRAVEL BY VOLUME. ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE RULE 23 STANDARDS OF THE PRIVATE UTILITY COMPANIES. ----- PROPOSED NO PARKING E. TOPSOIL CONTAINING SOLUBLE SALTS GREATER THAN 500 PPM SHALL NOT BE USED. AND OSHA REGULATIONS FOR CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND APPLICATION AND GRADING SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER. 3. THESE PLANS SHOW PUBLIC UTILITY CONNECTION ONLY. PRIVATE UTILITY SERVICE FINAL LOCATION, A. TOPSOIL SHALL BE DISTRIBUTED TO A UNIFORM DEPTH OVER THE AREA. IT SHALL NOT BE PLACED WHEN IT IS PARTLY SIZE AND DEPTH ARE SUBJECT TO THE APPROVAL OF THE UTILITY COMPANY. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE FROZEN, MUDDY, OR ON FROZEN SLOPES OR OVER ICE, SNOW, OR STANDING WATER PUDDLES. D DRAINAGE DURING THE COURSE OF WORK. HE SHALL SUBMIT A DEWATERING PLAN 4. EXTERIOR BUILDING LIGHTING LUMINAIRES SHALL BE OF SIZE AND TYPE, AND AT LOCATIONS SPECIFIED ----- DIRECTIONAL ARROW (NOT ACTUAL PAVEMENT MARKING) B. TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 5% SHALL BE PROMPTLY FERTILIZED, SEEDED, MULCHED AND Lb D DESIGNED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER. CONTRACTOR BY THE ARCHITECTS ELECTRICAL SITE PLAN AND SHALL CONFORM TO THE MUNICIPAL ZONING STABILIZED BY "TRACKING" WITH SUITABLE EQUIPMENT. SHALL MAINTAIN EXISTING SITE DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION. REQUIREMENTS. ----- PROPOSED PAVEMENT MARKING C. A MINIMUM OF 4 INCHES OF TOPSOIL IS TO BE USED IN ALL AREAS. 00 16. ALL BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING ROADWAYS SHALL BE PLACED IN 5. SANITARY SEWER SOIL AMENDMENTS MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL COMPACTOR SANITARY SEWERS SHALL BE PVC PER ASTM D3034 SDR 35 UNLESS OTHERWISE NOTED. SUITABLE A. LIME TO A pH OF 7.0. LIME IS NOT TO BE APPLIED WITHIN 50 FEET OF STREAMS AND WETLANDS. BETWEEN LIFTS TO 90% STANDARD PROCTOR COMPACTION. COUPLINGS AND ADAPTERS SHALL BE PROVIDED AT BUILDING CONNECTIONS. B. FERTILIZER APPLICATION RATE TO BE BASED ON SOIL TESTS. 1. IN NO CASE SHALL FERTILIZER BE APPLIED BETWEEN DECEMBER 1 AND APRIL 1 ANNUALLY. 17. WHEN BACKFILLING AROUND PROPOSED OR EXISTING STRUCTURES, MATERIAL SHALL BE 6. STORM DRAINAGE 2. FERTILIZER SHALL NOT BE SPREAD WITHIN 20 FEET OF A SURFACE WATER. PLACED IN MAXIMUM 6-INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICAL STORM DRAINAGE PIPING SHALL BE SMOOTH INTERIOR CORRUGATED PLASTIC PIPE (SICPP) UNLESS 3. ANY FERTILIZER FALLING OR SPILLED INTO IMPERVIOUS SURFACE AREAS SUCH AS PARKING LOTS, ROADWAYS, AND z COMPACTOR BETWEEN LIFTS TO 90% STANDARD PROCTOR COMPACTION. OTHERWISE NOTED (SICPP). PIPE JOINTS AND FITTINGS SHALL CONFORM TO AASHTO M252 OR SIDEWALKS SHALL BE IMMEDIATELY CONTAINED AND LEGALLY APPLIED OR PLACED IN AN APPROPRIATE CONTAINER. AASHTO M294. 4. INCORPORATE THE FERTILIZER, AND LIME IF SPECIFIED, INTO THE TOP 2 - 4 INCHES OF THE TOPSOIL OR SOIL PROFILE. 18. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED 5. WHEN APPLYING FERTILIZER BY HYDROSEEDING CARE SHOULD BE TAKEN TO APPLY MIX ONLY TO SEED BED AREAS AT < WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE ENGINEER AND THE UTILITY 7. ELECTRIC AND GAS AN APPROPRIATE FLOW RATE TO PREVENT EROSION AND SPRAYING ONTO IMPERVIOUS AREAS. u OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO AN EXISTING SYSTEM IS MADE. ALL ELECTRIC AND GAS INSTALLATION SHALL BE COORDINATED WITH NEW YORK STATE ELECTRIC AND GAS (NYSEG). ALL SITE ELECTRIC IS TO BE PROVIDED BY THE BUILDING ARCH I TECT/PROJECT 0 Uj -r 19. CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS POINT OF CONNECTION TO ELECTRICIAN. THESE DRAWINGS DO NOT SHOW CIRCUITING OR SITE WIRING. REFER TO SITE ELECTRICAL THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS, BY ELECTRICIAN. CLEARANCES, AND LOCATION AT CROSSINGS MUST BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. 0 z C 20. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. d C 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE < CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP 0 AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. THE OWNER AND HIS REPRESENTATIVES SHALL REVIEW ry Z AS-BUILT PLANS SHOWING ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE ANY CORRECTION OR OMISSIONS TO THE SATISFACTION OF THE 0 0 z OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED. U_ 0 22. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH THE NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. (D 23. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL, RESIDENTIAL, AND PUBLIC z z (D PROPERTIES OR AS DIRECTED BY THE ENGINEER. Fn Z z 24. ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORKDAY. 25. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE 0 B CONTRACTOR'S EXPENSE. 0 B 0 0 c) W 0) z C) () , DATE: 06/17/2020 PROJECT: NC: 20-1872 OTHER: DRAWN BY: RCI GENERAL NOTES A A C1 00 2 3 1 4 5 6 7 8 9 10 0 11 1, 110 +1020.53 101-0,'020 17. - %ft On Woods cn "Ob 10, 1014.40 ?.1 +10 + 'D 101�6 37 101039 + 67 +1022.68 -10 6.9'6 0 4�O .01 RENEE ALEX ROJAS R.O. 03 z 4,24 10 _ Q� _.I� &ELIZABETH LIZANA ROBERTA. 021 8 PP. '013 10,10 LU 015. DEED INST. - 2017-006799 R.O. 017.10 \/_1 2 101;�30 LL &ELAYNE C. NICOLAS 1025.99 4.4 TM 47-01-03.3 ov\ D.BI. 644, Pg. 837 1016.60 1.008.83 101 TM 47-01-12 1017.13 tOIJ49 + Weeds Qk .01 1017AS 1014 < UOE U 3 1, , __ I fil, 1016AI I -Al 1013 i� - 1003,53)1- 99888 011� 1*4 - 1000.31 hiy Area Gift Pavillion 1 0 1000.48 72 Gp 1 1013A., 1 Story Trailers 017 IA7 1000.27 10 +1 Woo"s 1016.93 012.86\ GP 00 7 -1.017,08 1014.40 013.86 1011.45 1 9.93 1 �=I.97 1016. 9 1014.2�, 40" le 101034 1009 + O&S8 G +1016.30 .74;�"-__ +1016.50 1013�9 P -1-1 24"1 aple 1007.7 1022.46 01 .32 :1014.29 Asphalt I __ 10:10.63 0 a Woods Utility Be. 1012.49 So p Pump 1007.1 014.24 1� 0 let 0��/ Q % 1009.3 + 4 101446 1 11. 00 1012.16 10: 2 1007.74 +1029.6 1014.18 GP +�1009.2j\ r, lulu.z/ 00- FFP 014,16 Play Area 8 1 .45 1009�10 OOP op 1016.391 1014.24 1014.13 c P2 4) + 0649 1017.02 �1014.1)4_ 1014.35 IOU PKI017, , ,. / 36"Maple 1002A5 Canopy 11 1002.56 07.1 1014.34 1002.31 + +1017.18 1015.08 014.7-8-- 7 .017.52 _1014 0 ngj�j+r" Area _�OIZ78 1009�65 1 y 7.25 __+1006.57 st 7, 1.01 �,Ia I ER ep 1-1.006.22 0 013.9 1014.08 1012.82 '009.78 -+�100&70 '00 22. 1 Story Wood Building 'P �014.115 1014.10 12"HiC cry Hicko a T9 1013 10 ov lo r / 0 .. 1.-O!r 2 1013.15 eck 0 1026.35 1023 44V 1018.37 FF-1012,25 1.006.42 0 ), f 1014. 7,--.- 1 + 1026 53 + I.I.�44 Lands ry 1016.63 24"HZ0ry 1 25. ...... _41' + 1012.75 1026.8�+ _Z� 101235 1010.10 +1008.44 Grass 0 1019.83 1�0 "D� 2(5.3�� 1017.0 1013.56 013.16 NQ RP 1016S 102'" -111 1\ 1013.49 9 1, 3 --12"JJLck Woods .1. I\ /I rr 12"Cherr%y 12"Hickory 1006.32 1029��,q 019, 1,01-1 1013.05 101 1012.74 +1008.80 YO F C 0 1027.78 1020.77 53 1,5"Hickory no--------- wo, 1020 4' herry 12"Ch6 - 1010.39 1010�17 +1007.95 "0 �c \ 2"Cherry �_r- -) 'C 1 2'� 10 1 03.18 1012.58 0 1,�2 1010.54 0 026 05 )20.72/ 7 5.29 i Cherry )0.48 10 GP �026 80 TP 1002.97 1 2 +1009.54 1-1021.69 6"Twi ' 'PS 7 _7 J 01 49( i 'A , 1 01399 1003.5 Cherry 12"C erry -J 8'�Mapie P pane 1010.73 1010.03 herry 12"Cherry 1 5. EMTR Play Area Tank, OIL06 1009,79 G 12" +1102l!iAr Of 006.23 "oods W ter Founta 1020A2 2'Slump 009.03 + a iA 1.22.52 d-1018.41, Z1112.97o"th-' 1...53(D Canopy e Hole Ca Ea GraI 4'Stump -.0 iovo.98(D +1020.77 1 Mulch 4�009.86 1023.30 51,7 28F 1006.08 Q .7 100 Q .7 %1b13.29 3 10\22.�93 1009.58 1112T!2 1012.26 IS 1010.10' 30"1/ 1010 ood hange r "T + I+-,- 1023.40 022.17 le .1:9 '89' H HW HW Test W +1.015.45 OHW HW Box - 1019.72 11.57 1008.26 NYSEG L-37 80 W 008 is +.-- 1110 1006.72 10 .14 0 �y 1, OHW 1011.66 4-�(�.s OHW ........................................ 1012 87 +10, Canopy 'Or, 1018. W 1014 1010 OHW 79 31� 99 -P 102&72 /1- 1 .50, "j/1012.61 Fru 00 -Tr.I iss 0i.Hr� ine easement to OHW EG L, 3 1006.53 1006�0 3 L 1 6 New York state Electric&Q s Corp. W 1003.26 010 OH`W�� -NYS 1 11 ,1009.64 0 4.54 1003. +1030.94 1018.32 D.B.223,Pg.372-no wlclt� stated 1005AO includes clear[Ing r! 3 +1016.29 but ghts to OHW HW 1 03.98 '100 .33 Iff from lines 1013.87 and ping" 10,26 1006.48 OHW 1002.41 +101 - 40 t 4,49 3.69 W 4/27 NYSEG L311-80 1018.60 4- Tes Hole 101.3 08 S�,D/ 003.71 1025.93 3 \ / Asp7t 4-101 ly,!(U� 010.3� i 'I", I/ k 111116,911 1004.90 0 .65 1003. % :1012.60+ + k Opped 10 .37 ot +1015.64 Metal P .......... -;-2--9.... .. ................... ........ ........... 3.1 ped .419 1024.94 ........... a- 7.IV,I Grass 1013A8 00 34� �,003.63 ............. -100729 10 03.46 + 1031.53 4 1014.5 1 4. .......... 100'.05 > 1003. 1003,47 10 0.91 + 1016.80 2 1004.8 100 A� 1.012. 0 1030.09 -.ds + 1:05.58 jG19.58 � ..1018.31 100 .09 01 1 �_` _4� 0 .6 1003.44 1031 2 , 0 1031.92 71 -Graeel 0 Ca Py 1 1003.68 - I " " / + V/ 11 l� 10 103 +101383 1 1 / 1�2 1003.38- 31.90 X ID, 1I rass +1002.77 +1016�0 01 1005.135 East Bolt on Hydrant Near "0" in Open BM 1019.3i 1018.99 �_07.03 Elevation 1007.09' 1030.82 0��.90 100551 03.31/ A- Pavillion �k 1025.95 + 101-.16 +172.79 1006.03 0 +1032.52 10241 +1017.84 R.0 CODDING�ON ROAD 05 4 �O_ MMUNITY 6ENTER H �10.6.76 /0 �D.B. 500 Pd 50 1007.41 N EG 80A 1. e 1003.84 TM 47-1 .3 11131,76 1022.50 AREA 11.92± AC ES to ROW 100 16 1003.96 Le 1016.72 Test Hol +1013.68 A1,111, 1006. 7 0 +1024-_52 + mi I .I _ - \ 1016.41 _100 ..06 GP. -----GATE POST GI ) / / , t� ,I 103�12�� 1.21. 2 SIGN ............ Canopy FFP. FUEL FILL PIPE CB 0 -----SQUARE CATCH BASIN +1019.92 .1 1 103127 %% 4 101&84 +1.01 .21 1�7.18 I IV _4k, TPED[I -----TELEPHONE PEDESTAL + 03P?29' 11124, 1 - - - - - \1 +�0 12�3� �24,10 f S 0 TM 0 -----TELEPHONE MARKER + 1018.43 CB TR 0 -----TELEPHONE RISER 005. End Burled -----UTILITY POLE Rim-1006,9712'HI ST 1005.76 1,005.54 d; X-17,10 Inv-1 004.77 4 1 3.99 Gr... 05.4 t�,7�TP n OOy.z2) ebu a EMTR,& -----ELECTRIC METER 0 Town k TM Do 8 1 bicA 116 7� DECIDUOUS TREE 021�5 of Ithaca Easeint 100 8r for I'st ccess fort 1 005.71 "Do Not It 530106 1 1004.41 CONIFEROUS TREE (previously easement by e I, Deepdu n . 1� -- - --- J_ 10 YSEG 82 -0 D.B.769,Pg.240�as 1 1004.36 15004.80 1003.99 QJ WV 0 -----WATER VALVE S terminated by this Oeed) % yoll 100 �05 1004.39 004.39 00 ,If HYD 0 -----HYDRANT FDC 0 co Did.Drive 0) -----FIRE DEPARTMENT CONNECTION 0 - 9.42 10�i.21 �a CIRF o -----CAPPED IRON ROD FOUND 1004�53 +1028.52 -----IRON PIPE FOUND ........ IPF 0 \ 1, 6Z 'Do N t Enter" Gravel ............................................................................0 - -----CHAIN LINK FENCE 0 +�031.10 +1021.83 1020.0 1.013.93 ........- 1004.13 004.79 1003.75 X -----WOOD FENCE .................. 1023,90 /1 �+�� ,,, 2 0013.2�� 1003.9 1005.01 9967 + /1.15.73 d2.05 1005.d _R LIE UNDERGROUND ELECTRIC LINE 10041 UT- -----UNDERGROUND TELEPHONE LINE 1005.02 uux- on S26013'06' +101 008.7 1, 01.75 1 V19f(7 100 .79 sT- -----STORM SEWER LINE 1W CIRF z -��1121�11 �,,S2 1.19 1 q1lCF jUj;ert7`own of ithaca-Easernent.......... ss- -----SANITARY SEWER LINE W, a 9 �90- 10a .17 W- WATER LINE 2 .30 4--1Tff3_.05 + + 2 CIp 0 +10 1003 4 WpI CHW- -----OVERHEAD WIRES R.O. TIMOTHY S. PEER % 0 0 8 Inv-998.35 &MARY-LOU FRISK R.O. KUANG TAI HU 0 , 0 &YING LING CHEN 0 MAP NOTES DEED INST. - 591841-001 DEED INST. - 2014-010292 TM 47-01-04.2 1.) NORTH ORIENTATION IS BASED ON GRID NORTH FROM RTK GPS OBSERVATIONS. TM 47-01-04.4 '00, 96 1005.59 1:3 1005.36 ___ +1004.66 2.)VERTICAL DATUM IS BASED ON NAVD 1988 DATUM FROM RTK GPS OBSERVATIONS. + 1004.8 C200 Ln I- 3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, DAVID M. SLISKI DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR BOUNDARY AND TOPOGRAPHIC SURVEY MAP RESTRICTIONS, COVENANTS OR ANY STATEMENT OF FACTS THAT SUCH P.L.S. NO. 50105 ADDITION TO THIS DOCUMENT IS A DOCUMENTS MAY DISCLOSE. En VIOLATION OF THE NEW YORK STATE FOR A PORTION OF THE LANDS OF (1) > EDUCATION LAW. (a 4.)UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM CODDINGTON ROAD COMMUNITY CENTER 3� I CERTIFY THAT THIS SURVEY WAS DATA OBTAINED BY FIELD SURVEY, PREVIOUS MAPS AND RECORDS, (AND PAROLE & I PREPARED FROM AN ACTUAL FIELD SURVEY AND IS 2020 920 CODDINGTON ROAD on TESTIMONY). THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE 0 CORRECT TO THE BEST OF MY KNOWLEDGE AND HAS �N' C.T. MALE ASSOCIATES ONLY.THERE MAY BE OTHER UNDERGROUND UTILITIES,THE EXISTENCE OF WHICH tj BEEN PREPARED IN ACCORDANCE WITH THE EXISTING CHA U BAR SCALE ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND CODE OF PRACTICE OF THE II ASSOCIATION OF APPROVED: PART OF MILITARY LOT 100 20 0 10 20 40 UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES PROFESSIONAL LAND SURVEYORS. 2: 111111111 PRIOR TO ANY CONSTRUCTION. DRAFTED : JAD TOWN OF ITHACA TOMPKINS COUNTY, NEW YORK < C, .,000, pie I\tp, icp. +<1.2 .11 z 1 inch 20 ft. Lu 5.) FIELD WORK PERFORMED ON MAY 12, 2020. 05/18/2020 CHECKED : DMS C.1r. MJILL.F. AALSSOCIAMIr EIS LL MAP REFERENCES 0-kc, - PRO]. NO : 20.0208 Engineering,Surveying,Architecture, Landscape Architecture&Geology,D.P.C. 0 "ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH DAVID M. SLISKI PLS # 50105 DATE 50 CENTURY HILL DRIVE, LATHAM, NY 518.786.7400 rI 3: THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES OR A 1.) SURVEY MAP SHOWING LANDS OF CODDINGTON ROAD COMMUNITY CENTER PREPARED BY T.G MILLER, P.C. 4AN0 SCALE : 1" = 20 Fr. COBLESKILL, NY - GLENS FALLS, NY - POUGHKEEPSIE, NY- JOHNSTOWN, NY SHEET 1 OF 1 DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID DATED 4/16/2009 AND FILED IN THE TOMPKINS COUNTY CLERK'S OFFICE AS MAP IMALA, 87. CEO Lc-!Pj < TRUE COPY". DATE : MAY 18, 2020 LITTLE FALLS, NY - RED HOOK, NY - SYRACUSE, NY www.ctmale.com DWG. NO: 20-0293 U I I I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 G G Architecture Planning Interior Design 619 W. State Street Ithaca, New York 14850 132 E.Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com F F NAPIERALA CONSULTING PROIA SSIONAL JAGINITFIR,P.C. SITF, - DESIGN - FNGINFIFRING, 110 FAYETTE STRI;'ET MANLius,NE\x YORK 13104 —afl:NL1NAP(&,NAP(.()N.00j%1 Pll:(315)682-5580 17,\X:(315)682-5544 E PROJECT No.20-1872 E NEW BUILDING 9,670 SF REVISION SCHEDULE # NAME DATE 0 TOWN SITE PLAN 06/17/20 SUBMISSION 1 REVISE PER TOWN 10/01/21 COMMENT 2 REVISE PER TOWN 02/21/22 COMMENT C) D Lb D 00 z 0 u Uj C 0 z C O� Uj < (.) 0 ry z 0� 0 0 >— z LL 0 0 1-- z Ozo Z Z) z 0 0 B B 0 0 c) W 0) z C) C) DATE: 06/17/2020 PROJECT: NC: 20-1872 OTHER: DRAWN BY: RCI PROJECT PLAN A A GRAPHIC SCALE 0 60' 120' (IN FEET) 1 inch = 60 IL C300 2 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 7 SITE PREPARATION KEYED NOTES: CD 100 I___ ELECTRICAL SUPPLY/EQUIPMENT TO BE RELOCATED. G SEE ELECTRICAL PLANS FOR MORE INFORMATION. G TEMPORARY ACCESSIBLE PATH COORDINATE NTH OWNER 0 -100" REMOVE TREE STUMP Architecture REMOVE GRAVEL TO SUBSOIL DECOMPACT SUBSOILS IN PROPOSED LAWN AREAS AND BRING TO PROPOSED GRADE WITH A MINIMUM OF 4" OF TOPSOIL Planning D10 AND SUITABLE FILL (DEPTH AS REQUIRED) \NO065 ...... Interior Design 4( 049'�6"E REMOVE SITE FEATURE 619 W. State Street 'NO065 N4( LIJ Ithaca, New York 14850 T_ —1010 r--- P\e 0 35� Ell' 1010 Vd REMOVE OVERHEAD ELECTRIC TO LIGHT POLE 132 E.Jefferson Street 110 ----------- -------- ------ G? ------ cz,00 I < Syracuse, New York 13202 1018 1014 CHAINLINK BACKSTOP TO BE SALVAGED. >< COORDINATE NTH OWNER FOR STORAGE LOCATION. p 607 273 7600 www.holt.com —10 SEE NOTE No. 0 19 Wood Box 1011— so ke, \11 ! 2 - ------- REMOVE ASPHALT AND SUBBASE. DECOMPACT SUBSOILS AND BRING TO 101, Gy SEPTIC TANK LOCATION FOR D4 PROPOSED GRADES NTH MINIMUM 4" OF TOPSOIL AND SUITABLE BACKnLL --1020 Deck IFF-1011.10 G? GRAPHICAL PURPOSES ONLY (DEPTH DETERMINED IN FIELD). 2 SEE NOTE No. 4 e s LL —1014 F G? TRAFFIC CONTROL DEVICE F 10 O� Q) D4 _10? V) REMOVE EXISTING ASPHALT AND GRAVEL BASE. REFER TO THE FOLLOWING: _0 Ste 0 _0 SHEET C500 FOR LAYOUT CID al� SHEET C600 FOR GRADING 10 r SHEET C901, DETAIL 1 FOR STANDARD PAVEMENT SECTION 0 c� 0 FF_1012.75 C�l SEE NOTE No. 3 U1 SALVAGE SITE FEATURE; COORDINATE NTH OWNER. c`0b 8 8 FT HIGH CHAINLINK CONSTRUCTION FENCE LL IFF-1017.09 Steps D4 NAPIERALA Asphalt D10 IL TREE CLEARING Deck Wood Ramp I CONSULTING X \ 7/ C'000 1 TIROFI�ss ONAL JAGINNITR,RG Stens D1 REMOVE TREE - TREE SHOWS SIGNIFICANT SIGNS OF ROT AND DECAY AND X S1,111, * D�SIGN - FNGINFFRING, ?�opaoe lk� ,,SO LACKS A CENTRAL LEADER. ARBORIST HAS DETERMINED THAT THE TREE IS 10 1",,Yl 7T]�STRI�j j x x �4 f� NOT HEALTHY OR STRUCTURALLY SOUND AND SHOULD BE REMOVED. M,\"Llus,N im YORK 13104 NX \Noods x x x X" x x A� 51114 t:MNAP(&,NAP(.0N.00j',1 x X x x x x x x x x x D13 TREE PROTEC71ON FENCING PLACED AT THE DRIPLINE (EXTENT OF CANOPY) �315)682-5580 17AX:(315)682-5544 D11 Emir ,aocle I x x x x x x x x x x x x PROJECT No.20-1872 fu OF THE TREES. THERE SHALL BE NO STORAGE OF VEHICLES, CONSTRUCTION E D4 a Wall D3 ox 0 ov`l`� E I. X - _1// \.NSO x x x x x X x x x x x x A x EQUIPMENT, OR ANY OTHER MATERIALS WITHIN THE TREE PROTECTION FENCE. eq S I 1 0 �o "'61,\\ T_x x X X��/ X0 x X> X X X X OX X ADDDITIONALLY, THERE SHALL BE NO SOIL COMPACTION WITHIN THE TREE X x to ry PROTECTION FENCE. ANY ACCIDENTAL TREE ROOT EXPOSURE WITHIN THE 0A D11 D4 0 x x x x x x x x x x x x x x x x 5< x x 6, <Z1 V06 �,?_ 0 FENCED PROTEC11ON AREA MUST BE COVERED NTH AT LEAST 6" OF SOIL REVISION SCHEDULE kop��/,// V�l x x x x x x X7 x I x x x x lox AND DAMAGED ROOTS MUST BE CUT CLEAN WITH A SHARP PRUNING TOOL. 102 x x 0 # NAME DATE 9 4-J 1,01 0 TOWN SITE PLAN 06/17/20 1, x x x D4 < < x 0 0) SUBMISSION It x x evN 6, D4 1 REVISE PER TOWN 10/01/21 x ON L 5' COMMENT e D4 \AD\ x x x x rr'l \,0 0 X .. ....... .......... 3 _0 2 REVISE PER TOWN 02/21/22 x W COMMENT D4 0 i X X _X— SEE NOTE No. 90 0� _,�,l X X L U \ \ \ -101-IS I I — 1, X� - O\N o po 2A, X X C, X CL x X X vo C) el -_4 D OW SEE NOTE No. 5 D9 x 55� Lb D X X� X X x 0 C0 x D5 a, 00 X X X 0 C C', ---------- W/", D8 cc) NOTES Glass 0 ` �n 1. DURING INSTALLATION OF UNDERGROUND INFRASTRUCTURE AND 'oods >_ X X X X RE-CONSTRUCTION OF PARKING LOT, CONTRACTOR SHALL MAINTAIN A 23'-WIDE, STABILIZED TRAVEL WAY TO ALLOW FOR PARALLEL PARKING AND ,704 z 2S Ld EGRESS FOR PARENTS TO DROP OFF/PICK UP CHILDREN. X X X X 230 __1 0 �1001 < 2. CONTRACTOR IS TO COORDINATE THE REMOVAL OF THE PLAYGROUND P X X �x EQUIPMENT WITH THE OWNER REGARDING EQUIPMENT TO BE SAVED/RELOCATED u D12 �011 AND EQUIPMENT TO BE DISCARDED. 0 < X X X\ X 3. NEW EMPLOYEE PARKING LOT TO BE CONSTRUCTED IN LATER STAGES OF THE D11 PROJECT. NEW ONSITE WASTEWATER TREATMENT SYSTEM MUST BE Uj X X \X X OPERATIONAL BEFORE CONSTRUCTION OF NEW PARKING LOT CAN COMMENCE. D4 4. REMOVE EXISTING SEP11C TANK AFTER NEW ONSITE WASTEWATER TREATMENT X SEE N No. 1 SYSTEM IS FULLY OPERATIONAL AND EXISTING LATERAL IS CONNECTED TO THE 0 z ......... 0 NEW SYSTEM. TANK IS TO BE PUMPED, CLEANED, AND PUMPED AGAIN AND C ....... ...... THEN DISCARDED IN ACCORDANCE NTH NYSDOH REGULATIONS. C 110 X` X \ X 0� Uj < 5. OVERHEAD ELECTRIC DISTRIBUTION LINE TO BE RELOCATED BY NYSEG. X \X O's X X 6. CONTRACTOR IS TO VERIFY THE DEPTH OF THE EXISTING UNDERGROUND TELEPHONE LINE RUNNING THROUGH THE PARKING BEFORE THE START OF THE >$o ........ �VSN-G S?_ PARKING LOT CONSTRUCTION. COORDINATE WITH TELEPHONE COMPANY IF LINE ry Z WILL REQUIRE RE-BURIAL TO MAINTAIN REQUIRED COVER. ................ ................................. 0 0 z > 0 J?VDI, ter 0 ,DO X X LL ot i elt\A z D11 10 Z U) STRUCTION 08- 100�, P C(� '10,3",� FE�ICE GATE .......... ................... 011 r,ek 0 -0 GV�qe\ 0,0 .00 19 CONSTRUCTION TRAVEL-WAY B TRAVEL-WAY TO BE STABILIZED NTH STONE r" B �Y IF NECESSARY. o CONTRACTOR TO MAINTAIN DUST CONTROL o 0 ......................................................... 1" - - THROUGHOUT DURATION OF PROJECT. oill 0 0 (D UPON COMPLETION OF PROJECT, DECOMPACT "e 2 W CN DISTURBED AREA (SEE NYSDEC DEEP RIPPING ONE z L) U ff\0\'\ 7- SPEcinCATIONS), TOPSOIL, SEED AND MULCH \� DATE: 06/17/2020 -70, Gr 01? PROJECT: NC: 20-1872 N,\ 100S OTHER: DRAWN BYTRCI \?40 SITE GO' PREPARATION .0. GRAPHIC SCALE 0 20' 40' L & (IN FEET) DEMOLITION 1 inch 20 ft PLAN 0*"5 0 0 0 ............. .......... ...... ................. C400 1 2 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 7 '100 I--_ G G TEMPORARY ACCESSIBLE PATH COORDINATE NTH OWNER 0 -'100 Architecture Planning C Interior Design 'NO065 \NO065 N40049, 6"E 619 W. State Street Ithaca, New York 14850 -1010 0 35� �11 10, 132 E.Jefferson Street 0 110 - --------- '9"e G? -----—— Syracuse, New York 13202 1014 ro�su'm� 10, p 607 273 7600 www.holt.com —1019 loll— 0 ?\M O� G? Deck W..d Be. 1014 Deck IFF-1017,30 G? "Oil" --1020 e S —1014 ILL —1 — F G? r — — — , I , 0 EROSION CONTROL F 10 _0 SEE NOTE No. 6 I Q) 00 01 EXISTING BUILDING(S) (IE, CONSTRUCTION _0 Ste S KEYED NOTES: 0 TRAILERS) TO BE REMOVED BY OTHERS 0 UPON COMPLETION AND OPENING OF NEW CID BUILDING (NIC) Ln EXISTING BUILDING J 10 oecl� I TO REMAIN 4§� PROVIDE SILT FENCE PARALLEL TO CONTOUR LIMIT OF DISTURBANCE 00 FF_1012.75 U1 CONCRETE WASHOUT AREA; COORDINATE LOCATION NTH SITE OPERATIONS LL IFF-1017.01 tePs INSTALL INLET PROTEC11ON IMMEDIATELY AFTER NAPIERALA G? L STORM STRUCTURE IS INSTALLED Deck \�.00d Ra SEE DETAILS 3 & 5. SHEET C904 AND CONSULTING Imp FFM C DETAILS 3 & 4. SHEET C906 PROFI�SSJONAL JAGINNITR,P.C. S1,111, DYSIGN - FN(',I','FFRIN(, cps V YJ=1 STRI;I j ?co a0e Ip )1"', TREE PROTECTION FENCING PLACED AT THE DRIPLINE (EXTENT OF CANOPY) OF THE TREES. THERE SHALL BE NO STORAGE OF VEHICLES, CONSTRUCTION MANLius,Ni YORKI 104 00" 1 1000 UIP EQUIPMENT, OR ANY OTHER MATERIALS WITHIN THE TREE PROTECTION FENCE. afl:NL1NAP(&,NAP(.0N.00j',1 ADDDITIONALLY, THERE SHALL BE NO SOIL COMPAC11ON WITHIN THE TREE ME(315)682-5580 17AX:(315)682-5544 r J E 0 PROTEC71ON FENCE. ANY ACCIDENTAL TREE ROOT EXPOSURE WITIIIN THE PROJECT No.20-1872 \N50 0 E FENCED PROTECTION AREA MUST BE COVERED NTH AT LEAST 6* OF SOIL 0 AND DAMAGED ROOTS MUST BE CUT CLEAN NTH A SHARP PRUNING TOOL. 0 0 1 1 ry 0 REVISION SCHEDULE 0 '0' 10 CID S Ip `7 0 # NAME DATE 41 O\e 0 TOWN SITE PLAN 06/17/20 0) 0 'Y 1 SUBMISSION 7� SBIP 1 REVISE PER TOWN 10/01/21 -4 COMMENT �'O\e I L IP4 _0 2 REVISE PER TOWN 02/21/22 W COMMENT "�\C\o6 I a I-, r 0 X I "I I'SeA CA 90 0� -10 m Fri 0 IFF "0 Ix I ,I C:) e' Ll IT OF DISTURBANCE SEE NOTE No. 5 D I — �� )11 W LO D r 0 00 D6 ONCE ALL EROSION AND SEDIMENT CONTROL MEASURES ARE 00. SHALL TAKE PLACE PRIOR TO FURTHER EARTH DISTURBANCE. INSTALLED, A PRECONSTRUCTION MEETING NTH THE TOWN OF ITHACA F FF- -------- -- --- D SEQUENCE OF MAJOR SITE WORK AC11VIlIES Gla5S 006S 9 Ip ..eX t 1. INSTALL STABILIZED CONSTRUCTION ACCESS > '704 C\4E_ Ip Ln I%00 WIN Ld 2. INSTALL STABILIZED STAGING AREA. z C V0000011 __1 IP IP 00 afsoolo, "00,11 0 3. INSTALL SILT FENCE. < 21 AT ALL 11111[1� STORM INL\FJS) 4. INSTALL NEW SANITARY SEWER TREATMENT AND ABSORPTION u ? e SYSTEM WORKING FROM ABSORPTION BED UPSTREAM TO NEW 0 CONNECTION AT EXISTING BUILDING. STABILIZE (TOPSOIL, SEED, C AND MULCH) ABSORPTION BED IMMEDIATELY UPON COMPLETION. Uj _r -Lo 5. SITE PREP NEW PARKING LOT AREA. 'At .10 6. INSTALL UNDERGROUND STORMWATER DETEN11ON SYSTEM. IANCE ....... ..... ... SEE NOTE No. 1 0 z C LIMI I U ...... 0 7. CONSTRUCTION OF NEW PARKING LOT (GRADING, BASE, AND d C III BINDER). Uj < L4 SILT FENCE TO BE INSTALLED JUST 8. MASS GRADING (CUT AND FILL) BUILDING PAD AREA. PRIOR TO CONSTRUCTION OF 0 0 \No 10, ABSORP11ON AREA 9. BUILDING FOUNDATION EXCAVATION. ............. 0 10. PARKING LOT GRADING AND STABILIZATION. ry z 11. UTILITY INSTALLATIONS (INCLUDING STORM DRAIN INLETS AND z CONSTRUCTION >_ 0 j?V31' INTERCONNECTING PIPE NETWORK). INSTALL STORM DRAIN INI FT GA I E INSTALL CHAIN LINK CONSTRUCTION FENCE ter PROTECTION AS STRUCTURES ARE COMPLETED AND BROUGHT TO LL GRADE. 0 10 FT BEYOND LIMITS OF NEW ABSORPTION \FIELD. NO TRAFFIC OR HEAVY EQUIPMENT 12. CONCRETE SITE WORK. 0 IS ALLOWED IN THIS AREA. 13. REMOVE STORM DRAIN INLET PROTEC11ON FROM STRUCTURES z z (D D11 beg" 0 FIELD IS TO BE ACCESSIBLE TO CHILDREN WITHIN PAVEMENT JUST BEFORE PAVING OPERATIONS. z z EXCEPT DURING CONSTRUC11ON OF P ABSORP11ON BED 14. PAVING. .......... -70ao "'0", V"e\ r'ek \ G 15. DEEP RIPPING ON NON—PAVED AREAS AS REQUIRED (NON—PAVED CONSTRUCTION TRAVEL—WAY AREAS THAT HAVE BEEN COMPACTED DURING CONSTRUCTION VIA C) CONSTRUCTION TRAFFIC). 10, TRAVEL—WAY TO BE STABILIZED NTH STONE IF NECESSARY. B CONTRACTOR TO MAINTAIN DUST CONTROL 16. FINAL GRADING, TOPSOILING, AND SEEDING. STORM DRAIN INLET B THROUGHOUT DURATION OF PROJECT. PROTECTION WITHIN LAWN AREAS IS TO REMAIN UNTIL STABILIZATION HAS OCCURRED. 0................... R: UPON COMPLETION OF PROJECT, DECOMPACT .......................................... 17. REMOVE SILT FENCE ONLY AFTER ALL PAVING IS COMPLETE AND c) DISTURBED AREA (SEE NYSDEC DEEP RIPPING 2 �C", � Uj SPECIFICATIONS), TOPSOIL, SEED AND MULCH f S, EXPOSED SURFACES ARE STABILIZED. (N z0 .03 00W S1 1z' DATE: 06/17/2020 C' 0 D PROJECT: NC: 20-1872 1-1 "001, OTHER: .100S DRAWN BY: RCI 0 \No SITE LIMIT OF DISTURBANCE PREPARATION GRAPHIC SCALE 0 20' 40' & EROSION A A STABILIZED CONSTRUCTION (IN FEET) CONTROL X ENTRANCE 1 inch 20 ft PLAN 57N4 0 ................ ............I.......... yl_ C41 0 2 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 ZONING: LOW DENSITY RESIDENTIAL PRINCIPAL USE AUTHORIZED BY SPECIAL PERMIT ONLY (270-55) C. DAY-CARE CENTER, NURSERY SCHOOL BUILDING HEIGHT - MAX INTERIOR HEIGHT 38 FT OR SHALL NOT EXTEND 36 FT ABOVE LOWEST EXTERIOR GRADE, WHICHEVER IS LESS. PROPOSED BUILDING HEIGHT IS 22 FEET TO THE TOP OF G 0 THE ROOF. G MAX BUILDING AREA SHALL NOT EXCEED 10% 11.9 ACRE SITE (519,235 SF) IN0065 MAX BUILDING AREA ALLOWED 51,923 SF MAX BUILDING AREA PROVIDED 13,191 SF (EXISTING Architecture BUILDING + ADDITION) 'N oods NOTE: DOES NOT INCLUDE THE TEMPORARY TRAILERS THAT Planning N40049'�6"E, WILL BE REMOVED OR THE OUTDOOR PAVILIIONS 0 1 T Interior Design rrn 9\e 0 PARKING SPACE: MIN. 180 SQ. FT (9'X20' PROVIDED WITH A 24' 3 5 4,9 6' DRIVE AISLE) 619 W. State Street lcl� 10 Ithaca, New York 14850 ----------- - --- ABq\e G? ------------------ TWO SPACES FOR EACH CLASS ROOM (7 CLASSROOMS, 14 REQUIRED SPACES) REQUIRED; PROVIDED 35 132 E.Jefferson Street Wood Box p\M I so't\et G? Syracuse, New York 13202 IFF-1011.11) G? p 607 273 7600 www.holt.com L 15 LL -EYED NOTES: G? 0 LAYOUT PLAN R, 21 Ln 0) F _0 steps BUILDING MAIN ENTRANCE F 0 4 0 CID EXISTING BUILDING(S) (IE, CONSTRUCTION 14 TRAILERS) TO BE REMOVED UPON EXISTING BUILDING O'C\� 9 ACCESSIBLE RAMP (1:12 MAX SLOPE) AND RAILING COMPLETION AND OPENING OF NEW TO REMAIN 18 1 BUILDING (NIC) ff-l()12,75 CONCRETE SIDEWALK T 15 CONCRETE PAD AT MANDOOR LL Step$ FF-1017.09 EXTERIOR STAIRCASE WITH RAILING 4 G Dq�� Wood R..p e s ACCESSIBLE PARKING SIGNAGE NAPIERALA Stone Pa�e7 --------------- ?109-e "'QaV AO \-31 CONSULTING 14 0 '0 N0065 PROITSSIONAL JAGINITFIR,P.C. �z>' III IN 5 NO PARKING" SIGNAGE SITF -'DESIGN - FNGINFIFRING, 24 110 F'\Yj=1�STRI;.]j _0 INTEGRAL CONCRETE CURB AND SIDEWALK MANLius,N im YORK 13104 5 6 (D (CURB FLUSH NTH PAVEMENT); TOTAL WIDTH 5.5 FT IN59EXI NG RIVEWj aii:MNAP(&,NAP(.0N.00j111 10 W ON -WA ENTR CE) 0 INTEGRAL CONCRETE CURB AND SIDEWALK P11:�315)682-5580 17AX:(315)682-5544 I L, 01� E 3 co M (CURB NTH 6" REVEAL); TOTAL WIDTH 5.5 FT PROJECT No.20-1872 E C: 6 FT CURB TRANSITION SECTION 0 REVISION SCHEDULE 11 4 14 4-J 0) ACCESSIBLE CURB RAMP to 23 # NAME DATE 8 ACCESSIBLE PARKING PAVEMENT MARKING 0 TOWN SITE PLAN 06/17/20 _0 .�211 kk\c),o SUBMISSION \Roods 2 _0 Ld ONSITE WASTEWATER TREATMENT SYSTEM ABSORP11ON FIELD 1 REVISE PER TOWN 10/01/21 2 = 0 0 COMMENT 0 U "v 4 20 �Aeav (0 �\V" 2 REVISE PER TOWN 02/21/22 23 15 CONCRETE CURB WITH 6" REVEAL '50m, COMMENT ...7.0c) o TIING HEIGHT 24') POLE-MOUNTED LIGHT FIXTURE (MOUN N 0 3 22 /' 23 1 16 ONE-WAY DIRECTIONAL SIGNAGE 9 vo�'t-'\ \ I/I 22 V M :?I I I DO NOT ENTER SIGNAGE 14 0 C) 23 9 22 D L 3 8 UNDERGROUND STORMWATER STORAGE PRACTICE LO D ------------- 100 20' 24�! OkAV_ 200 CONCRETE WASTE MANAGEMENT 23 PAD NTH ENCLOSURE sop," \Noods OD., (CL D a -ONE WAY" PAVEMENT MARKINGS r THREE (3) WHITE SPRUCE (PICEA GLUACA), 6' 0 TALL AT TIME OF PLANTING, SPACE AT 15' OC n15 z CURVILINEAR SIDEWALK PROVIDE A 12"Wx6'Lx12"ID THICKENED SLAB REINFORCED NTH MINIMUM SIDEWALK WIDTH AT 20 TWO (2) #4 CONTIINUOUS REBAR. SEE ARCHITECTURALS FOR < ALL POINTS IS 5 FEET IN 0 MORE INFORMATIION. u 6 I @� INFILL AREA WITH No. 2 WASHED ROUNDSTONE .................... AV m �_ 1 1 -17 LL1 ............ STONE DRIP EDGE USE No. 2 WASHED ROUNDSTONE ......................... 15 0 0 z C C \Roods C-0 Uj < . ............... 9. A2 bo ................ -"C,2 � 10, 'elt 0 j?VD ry z C13 Vp I�A 13 leg, 14 0?ost '40t 17 0 z LL 0 EXISTIING DRI 0 10 0 (ONE WA IT) z z (D Gre'ek Gl-'e\ 17 Z z Got 0 0 C) 0 B 0111 B ............ 00 c) 0111 U-1 L \Noods _j DATE: 06/17/2020 PROJECT: NC: 20-1872 \,4006s OAS OTHER: DRAWN BY: RCI Grs'e' SITE PLAN GRAPHIC SCALE 0 20 40 A A (IN FEET) ............... 1 inch = 20 ft ................ .......... ............ ............ .............. \Noods C500 2 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 GRADING PLAN LEGEND '100 -458- EXISTING CONTOUR GRADES PROPOSED CONTOUR GRADES Architecture PROPOSED FINISHED SPOT ELEVATION 'N 0065 Planning 'NO065 N40049'�6"E, ffd�-�4598 PROPOSED TOP OF CURB AND BOTTOM Interior Design -1010 -1 Ap\e 1�1 -3E��A 0 OF CURB ELEVATIONS �10 -1011 1 351-�� 1010 619 W. State Street I ------------ q\e G? Ithaca, New York 14850 018 1014------ - - I I i� [--., 1�0 MEE MATCH/MEET EXISTING ELEVATION 132 E.Jefferson Street 1 -2 0 -1019 -- I - Syracuse, New York 13202 I I C, Deck Wood Box 1014 00 G? TC-1008.2 G? BC-1007.7 p 607 273 7600 www.holt.com 1008.2 -�1020 ------- -1014 10 K� 10 87 G? (0111 B 0 82 00 013.2 -10" 0) 1 F 0 1 ;tas -0 IL z I F 0 1 - �11 L C0 aW -'0 0 0 ST 01 TC-I _1012.75 100 a, BC=1007.9 -a\0vN F&G=1011.7 \1 , I Ili 1010.2 --- -- -- TC=1006.6 EXISTING BC=1 .1 �2�38 LL / ims-nNG ST 02 FF-1017.09 tePs 007 --- --- 1�01 2.0 Deck F&G=1012.0 W-1 013.2 1 18 S j?, II' NAPIERALA CD, 127 RIM-1 6.2 ST 15 9,001, F&G=100,,.-r ,, 311'so CONSULTING ds SeG PROFTSSIONAL JAGINITR,P.C. NOO S1,111, * DYSIGN - FMANTFRING, 1"',Y]=1�STRI�j j 1012.5 -0 \"0 C97R 06R `I`GR UND ST- W- fu MANLIUS,Nt YORKI 104 RIM=10015 �NS 'ON. 101 3.6 0 -afl:NL1NAP(&,NAP(. COI'll ST 03 TERIOR* UU/z Pil:(315)682-5580 FAX:(315)682-5544 10 F&G=1012.0 1007.5 - 0)" E GROUND 2 T- E CID I 1�y ST 17 '0 1013. 1 12.7 F&G=1 005.4 EXTERI EX Oft L CONCRE GROUND--, 0 03.5 REVISION SCHEDULE 110 "N' D2 ISTING 4-J 00 C # NAME DATE ov� L i-3 0 TOWN SITE PLAN 06/17/20 JST 11 SUBMISSION 5.0% F&G=1004.7 -0 \'O 101 2 Ld Oqe�\ PER TOWN 10/01/21 Cz 0 ENT EX IOR 100 0 U CON ETE dTo- rrn 1012. FFE=MATCH EXISTI1'7 (1013.3±) OX,�"' 2 REVISE PER TOWN 02/21/22 10126 SIC*p ST 12 -7 111 GRADING & DRAINAGE PLAN COMMENT 06 0 EX IOR 12" SICPP KIM=1004.9 GR7NID KEYED NOTES: ST 04 1013.2 rdcu=1012.0 101 .2 4ZT 14 FT-C 1005.4 -'EXRIOR L 1�.8 EXTERIOR 10.8 RIM=1005. 1004.9- UNDERGROUND STORMWATER STORAGE SYSTEM CONCRETE 7 48 STORMTECH SC740 UNITS C7NCRETE R E GROUND ST 09 EX IOR �RIM=100�.5 7jr SEE C905 FOR DETAILS 101 .6 0 C) "01 CON TE EXTER1IQR LO D GROU41D D 0�1 TC=1006.8 STORMWATER RUNOFF PRETREATMENT UNIT co ADS MODEL 4220WQA S A 1012.5 "1 owl ST 1 3 oods F&G=1004.2 C-01 10129 10 CIE > '%�pp ST 08 - F&G=1009.0 0 0 > "00' 0 1012.9 1012.3 z ST 07 F&G=1012.0 12- SICPP� �%' < ------ 7 1014.4 TC 1007. E IS IN 10 1 3 .... ... EXISTING .............. ...... ... .... 1016.0 jpq��005.4 0 EXISTING 01 0 TIING 0 1015.9 'X I 1000.0 1 0 z EXIS 1008.0 1 0 1 C BC- C '400 W < ........................ EXISTING bo "(6'o'.) 004.3 0 ST 06 r- EXISTING _j ry Z G=1012.0 I�A ST 05 F* D. 0 0 0 >- z "0 F&G=1012.0 LL ST 1 0 0 1 RIM=1006.7 '4�' 0 0 V) z 0 (D )�'Xk '70�'o \,0-1 z 01, 1 14 ISTING (:1 0 0 0 s 0 0 B B 2 CIP 0 0 Dv�&"e G, S1 00 C:) r -\%0\'\ W axj I I CN 0 z L) U cy) ......... 0 \N00I Lo 0 0 DATE: 06/17/2020 00 '100S NC: 20-1872 PROJECT: 0 'vo OTHER: D AWN R BY: RCI GRADING & GRAPHIC SCALE DRAINAGE 0 20' 40' PLAN A A 1110" (IN FEET) On 1 inch 20 IL ...................... .................... ......................... ......... ........... 81 0 "0 N00I C600 2 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 UTILITY PLAN KEYED NOTES: Uj CONTRACTOR TO LOCATE EXISTING BUILDING DRAIN AND 1: CONNECT TO NEW 4" SDR26 G 0 PROVIDE VERTICAL BENDS AS NECESSARY TO OBTAIN G INDICATED DEPTH WITHIN PARKING LOT EXISTING ONSITE WASTEWATER TREATMENT SYSTEM TO REMAIN IN SERVICE UNTIL NEW SYSTEM IS OPERATIONAL AFTER CHANGE OVER, PUMP EXISTING SEPTIC TANK AND Architecture 'N 0065 DISCARD IN ACCORDANCE WITH NYSDOH REQUIREMENTS Planning N401149'�6"E, LLJ 6mx4" SDR26 WYE ROTATED VERTICALLY U4 T PIPE INVERT=1004.0 Interior Design rrl_� ,p\e 0 3 5�4,9 Ell' SANITARY CLEANOUT 619 W. State Street --------- -7 --- ap\e U5 Ithaca, New York 14850 T,-C-wo t-C,-�jwa�-,j------------------ A(y�A E 701 FOR STORM INFORMATION NEW 4" SDR26; MINIMUM 0.020 FT/FT PROVIDE HORIZONTAL BENDS AS NECESSARY FOR 132 E.Jefferson Street U1 U2 COMPLETE CONNECTION Syracuse, New York 13202 Wood Box I IFF-1011.11) G? p 607 273 7600 www.holt.com 128 LF OF 6" SDR26 AT 0.023 FT/FT LL 6"W SDR26 WYE ROTATED VERTICALLY V) 0) PIPE INVERT=1003.0 F _0 S I F 0 _0 0 :3 _)� CID 4" SDR26 KITCHEN WASTE PIPE INVERT=1007.0 _j ST 01 \.N 006 12*0 NYLOPLAST INLET ff-l()12,75 --- -- -- NEW GREASE TRAP ST 02 F&G=1011.7 SCHIER GB-250 15" NYLOPLAST INLET INV OUT=1008.7 --- -- -- T F&G=1 012.0 E I 6*x4" SDR26 WYE ROTATED VER11CALLY I ePs INV THRU=1008.3 'Ill LL IFF-1017.09 St --- PIPE INVERT=1002.5 Asphalt G Deck A P --- (SEE C701) DOMESTIC WASTE 4" SDR26 36 LF -v/fl SIT AW NAPIERALA e s A-T 0.010 S'T ST 15 PIPE INVERT=1005.0 ST16 pa�e 9,,e (SEE C701) —.-(SEE C701).J AO �eG CONSULTING ,N006S U9 �v PROITSSIONAL JAGINITIR,P.C. SlTF -'DYSIGN -'FNGlNF,F'RlNG, 6- SDR26 11-1/4' BEND ,�,/&'�5 U8 110 F,\wTTF.STFI _0 MANI itils,N I'M YORK 1'3104 (D 13,000 GALLON (NOMINAL) SEPTIC TANK ST 03 IN'50 INV IN=1001.0 115"0 NYLOPLAST INLET 0 afl:NL1NAP(&,NAP(. SAN INV OUT=1000.7 Pll:(315)682-5580 17,\X:(315)682-5544 F&G=1012.0 I 0� E INV THRU=1007.7 M 8 FT x 8 FT DUPLEX PUMP STATION PROJECT No.20-1872 E A� U7 C: INV IN=1000.4 ST 17 0 (SEE C701) 4-J POLE-MOUNTED DUPLEX ELECTRICAL REVISION SCHEDULE ST 11 0) ALTERNATOR CONTROL PANEL (SEE C701) # NAME DATE v 0 TOWN SITE PLAN 06/17/20 1"",kk\c),o x" FORCE MAIN VALVE CONTROL STRUCTURE SUBMISSION /* oil 10 _0 Oqe1\ 1�3 V% 1 REVISE PER TOWN 10/01/21 LL1 6 --—--- --- = 0 COMMENT U11 ST 09 0 U V" ?*W 2 REVISE PER TOWN 02/21/22 SITE ELECTRICAL: SITE CONTRACTOR TO COORDINATE WITH rrn \x 'p, > ST 12 \,L 0\1 ELECTRICAL CONTRACTOR FOR ALL EXCAVATIONS RELATED TO COMMENT (SEE C 01) ELECTRICAL WORK. oo , /V ST 04 St ST 07 SITE CONTRACTOR TO PROVIDE FIXTURES, POLES, CONCRETE 12*0 NYLOPLAST INLET 10 ST 1.q 112"0 NYLOPLAST INLET LIGHT POLE BASES AND ASSOCIATED HARDWARE FOR F&G=1012.0 F&G=1 012.0 POLE-MOUNTED EXTERIOR LIGHTING. ELECTRICAL INV THRU=1007.4 CONTRACTOR TO PROVIDE CONDUIT AND CONDUCTORS. 1% INV THRU=1005.9 NEW U11UTY POLE AND OVERHEAD ELECTRIC; "01 0 C) COORDINATE FINAL LOCATION WITH NYSEG D D claoo UNDERGROUND PVC CONDUIT AND CONDUCTORS FOR PUMP 00 ---------- TION (CONTROL PANEL TO BUILDING; PUMP STATION TO 41c; — I �n STA L OvvE 0 S%CPP E3 CONTROL PANEL) 0- -on Lf of F-V/ry SIT 13 3 sop,, 61 0. 01 SIT oods AN __4 UNDERGROUND PVC CONDUIT AND Of 12. S%C?? Ul SIT ST 08 ------- CONDUCTORS LIGHT POLES 6 Lf 0 010 F1/1FT (SEE C701) Sv I I PIT 0 st 14 z ST 13 ?o\e 0 51 LF OF 12" SICPP 1 (SEE C701) < AT 0.010 m FT/FT U16 ------ ------- U ST 05 ST 06 F&G=1012.0 115"0 NYLOPLAST INLET 12"0 NYLOPLAST INLET E ;m F&G=1012.0 Uj INV THRU=1007.0 INV THRU=1006.5 ...... .... 0 UGE I I < F— SEE SHEET C701 FOR STORM INFORMATION IMMEME usamimat o ammm,m 0 z C C /* '40065 C-0 Uj ........... .... ......... .................................... �7 0 j?VD ry Z 0� C13 0?ost 00 z LL ST10 0 4'0 PRECAST MANHOLE F&G=1006.7 U) 0 INV THRU=999.0)7 Ir9 z 0 <16- ae\ Z z G1 G DISCHARGE Velocity--2.09 FPS (100-YR) 0 ----DISCHARGE Velocity--O (10-YR) .0 0 Ir 011l VC,, 0 % 0 B 24"CIP B S1 0 0 c) \%ox, OlIll Uj 0 (N \Noods z cy) oef- DATE: 06/17/2020 PROJECT: NC: 20-1872 \Roods OVE OTHER: DRAWN BY: RCI NEW OVERHEAD UTILITY PLAN ELECTRIC DISTRIBUTION GRAPHIC SCALE LOCATION PER NYSEG 0 20 40 A A 1,01 (IN FEET) ................... 1 inch 20 ft .......... ............ ............ ............. .7774�_ Oil \Noods C700 2 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 j b 4.�j k G? G 0 G G? ----- ----- 9.5' 9.5' 4.8' Architecture Planning L0 Interior Design 0 G? 74 619 W. State Street Ithaca, New York 14850 3 n 132 E.Jefferson Street -70n Syracuse, New York 13202 p 607 273 7600 www.holt.com LO UNDERGROUND STORMWATER MANAGEMENT T_ 90 0 SYSTEM STONE ENVELOPE: SEE DIMENSIONS x 4.3' HIGH F STORMTECH SC740 (OTY. 49) F BOTTOM OF STONE=999.1 BOTTOM OF CHAMBER=999.6 TOP OF CHAMBER=1002.1 StO6\.NOO L4 TOP OF STONE=1003.4 C� G 25.19 ST 16 A* 4!0 PRECAST MANHOLE 1\0vx RIM=1 006.0 NAPIERALA INV OUT=999.7 (24-) CONSULTING G? PROFTSSIONAL JAGINNITRI P.C. INV OUT=1000.2 (12 L0 _r SITF, DESIGN FINGINF,FRING, INV IN=999.7 0 110 FAYETTE STREET ST 18 m'\NL us,N1\x YORK 13104 ------ 4'0 PRECAST OUTLET CONTROL k afl:NL1NAP(&,NAP(.0N.00j1,1 ...... RIM=1006.2- 4.7* ST 15 ME(315)682-5580 17AX:(315)682-5544 INV OUIT=999.6 3 PROJECT No.20-1872 E INV IN=999.6 4'0 PRECAST INLET 3" ORIFICE AT 1000.6 CONTROLS RIM=1005.4 SeG E 0 C I ji0w FLOW OUT OF STRUCTURE INV OUT=1002.4 REVISION SCHEDULE co # NAME DATE 0 0 TOWN SITE PLAN 06/17/20 SUBMISSION 'p_4 C; 1 REVISE PER TOWN 10/01/21 00 COMMENT ST 17 'N50 0 0 2 REVISE PER TOWN 02/21/22 SAN C) W W COMMENT -1 F&G=1005.4 cn 00 INV OUT=1002.0 (12-) Ld -0 INV IN=1002.1 (12') 0 0 0 D 12"OUTLET 0 D (n INV=1000.1 'C> /0 ST 11 LO �'!A)�% 4'0 PREC T INLET fu 00 W 70' Ld da A:b-, F&G=1 00 7 0 j Anz 41 LL-1 4� INV OUT= 001.6 (12-) 0 Cj 0 �z INV IN=10 1.7 (12-) oj!7za ar A/ SAN 0 4j��60 1 0) C_ A, SpN A 'r, 0 log ADS-PIPE WATER 4-J 0 QUALITY UNIT -k* UGF p�? 0) z m� MODEL 4220WQA 0 co ST 12 12*INLET 4'0 PRECAST INLET Uj _0 G=1004.9 ,q CW 40 INV=1000.3 0 INV OUT=1000.8 (12-) 0 _0 INV IN=1000.9 (12') 0 Sa INV IN=1000.9 (12') C) Uj 13 LF OF 12" SI PP 1-10 U AT 0.015 FT/F 21-0 ST 09 4'0 P ECAST MANHOLE 24 LF OF 12� S'CPP RIM=1 006.5 1 V THRU=1003.5 26 LF OF 127 S1CPP AT 0.008 FT/FT 0 z C z AT 0.031 FT/FT d C 9r Ld S917 < ST ST 0 0 ST 14 z 4'0 PRECAST MANHOLE ry RIM=1005.7 INV OUT=1000.5 0 0 z 01 INV IN=1000.6 4 INV IN=1002.7 LL 0 Ld 00 4p 0 q 0 0 z Ozo o -n ST 08 -n D 90 0 4'0 PRECAST INLET Sa z 0 z F&G=1009.0 -n M INV OUT=1004.0 INV IN=1005.3 r) E3 B B 0 0 1 (*NJ 0) 0 . ......... 0 0 c) Ln W 0 ............ C: Li DATE: 06/17/2020 0 PROJECT: NC: 20-1872 ST 07 OTHER: SEE C700 Fkt f7M FM ST 13 DRAWN BY: RCI 4'0 PRECAST INLET 14 UTILITY PLAN RIM=1004.2 INV OUT=1001.2 Ld GRAPHIC SCALE CSD 0 10' 20' A I i A (IN FEET) 1 inch = 10 ft Ld UGE 0 C701 2 3 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 'Needs t_ 1010 A-We 0 31 1011 35� 1010 ACP NOTES: �10 '16 DESIGN ANALYSIS -- ------ \1 U5 U3 r,SUN,.. Ali 1. UNLESS OTHERWISE NOTED ALL CONSTRUCTION METHODS SHALL ---101 2--� CONFORM NTH 1ONYCRR APPENDIX 75-A AND ANY APPLICABLE 110 LOCAL RULES AND REGULATIONS. U1 U2 - The wastewater design flow is calculated using guidance from the NYS Department of Environmental Deck Wood Box -1014 Conservation's Design Standards for Intermediate Sized Wastewater Treatment Systems (2014). The 2. THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY 1ONYCRR 107 estimated daily hydraulic loading is based on the following assumptions: APPENDIX 75-A. G -1-1014 - - ---- G L 2 � 3. THIS SEPTIC SYSTEM DESIGN IS A SUBSURFACE SEWAGE DISPOSAL LL 1. Seven (7)classrooms G? 01A 0 SYSTEM AND IS RELIANT ON SUBSURFACE SOIL, WATER TABLE, QD 2. 20 children +three instructors per classroom DEPTH TO ROCK REFUSAL, AND INFILTRATION CAPACITY. PERCOLATION TESTING AND REPRESENTATIVE 1 0) EXCAVATIONS WERE PERFORMED IN THE AREA OF THE PROPOSED _0 3. Six additional staff Architecture 0 _0 Steps FIELD. HOWEVER, SUBSURFACE CONDITIONS CAN VARY AND 0 - I 1 11 SHOULD BE CONSIDERED UNKNOWN. AS SUCH THERE IS NO Planning 3: -0 11 JO The design standards require that onsite systems be sized based on a hydraulic loading rate of 25 GUARANTEE WITH REGARDS TO THE ULTIMATE PERFORMANCE OF gallons per day (gpd) per person in a classroom setting and 15 gpd per person not in a classroom setting. THIS SYSTEM DESIGN. C) Interior Design 006?) 00 0 / N NN 0 - Therefore, the hydraulic loading rate for a new system is: 4. UPON EXCAVATING AND EXPOSING THE BASE ELEVATION OF THE 'E-1012,75 0 619 W. State Street 23 people 25 gpd PROPOSED LEACH SYSTEM, THE CONTRACTOR IS TO PERFORM Ithaca, New York 14850 100, Qclassroorn classroom X 7 classrooms X person SEVERAL PERCOLATION TESTS IN CONFORMANCE WITH THE REQUIREMENTS OF 1ONYCRR APPENDIX 75-A TO CONFIRM THE Steps DESIGN PERCOLATION TESTS USED IN THIS DESIGN. IF THE 132 E.Jefferson Street CONSTUCTION PERCOLATION TESTS VARY FROM THE DESIGN Syracuse, New York 13202 FF-1017.09 Qclassroom 4,025 gpd Aspha PERCOLATION RATES THE CONTRACTOR IS TO IMMEDIATELY N011FY 15 gpd THE DESIGN ENGINEER SO THAT THE SYSTEM DESIGN AND It Deck U6 p 607 273 7600 www.holt.com E- Wood Qnon classrooni 6 employees X employee CONSTRUCTION APPLICATION CAN BE VERIFIED. TION, UPON COMPLETION AND PRIOR Qnon classroom � 90 gpd 5. THE SEPTIC SYSTEM INSTALLA AID eGI TO COVERING, MUST BE MEASURED AND REVIEWED BY A U9 v� _4 JURISDICTIONAL REPRESENTIVE (EITHER FROM THE COUNTY HEALTH QT.tal = 4,115 gpd DEPARTMENT OR THE LOCAL BUILDING AND CODES DEPARTMENT). - - - - - - ........ F F U8 CONTRACTOR IS TO CONTACT SUCH REPRESENTATIVE WITH AT _j LEAST A 24 HOUR NOTICE FOR A FINAL SYSTEM INSPECTION PRIOR 70 16 \.NSO SEPTIC TANK DESIGN TO BACKFILL. 70 ment SA. r Un 6. ALL LIQUID WASTES (BATHROOM, KITCHEN, LAUNDRY, SHOP SINKS, of Ithaca I Itof LU The NYSDEC Design Standards require a 24-hour hydraulic holding time. TION UNLESS ETC.) MUST BE DISPOSED OF THROUGH THIS INSTALLA 00 0 SEPARATE SYSTEMS ARE PROPOSED AND APPROVED BY THE Z 0 U7 4,100 gpd Yseptictrik JURISDICTIONAL AUTHORITY. 8 hours 24 hours C 154 ,\,.\e 7. ROOF LEADERS, CELLAR OR FOOTING DRAINS AND WASTE DRAINS (::� C ��Jjjj Vsleptict.rtk 12,300 gallons FROM WATER SOFTENING UNITS MUST BE ENTIRELY SEPARATE FROM THIS SEWAGE DISPOSAL SYSTEM AND MUST BE DISCHARGED AT SM CNO Septic tank nominal volume to be 13,000 gallons LEAST 20 FEET AWAY FROM THE SEWAGE DISPOSAL LEACHING AREA. \AO\e /* 16� 8. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE NAPIERALA 10 ABSORPTION BED LIMITS OF THE SEWAGE DISPOSAL SYSTEM. THE DISPOSAL LEACH CONSULTING r 0 AREA IS TO BE CUT INTO UNDISTURBED GROUND AND BACK HOE PROITSSIONAL JAGINITIR,P.C. '90 CU,1 U Application rate for absorption beds is 75% of the application rate for trenches WORK LIMITED TO THE LEACH FIELD CUT AND NO DOZER WORK SITF -'DFSIGN -'FNGINffRING, N� ii OVER THE DISPOSAL LEACH AREA. 110 FAYFTTF STRI;Ij In-situ percolation rate = 1 to 5 minutes per inch MANLius,MAX YORK 13104 e.W-', Application Rate for Trenches = 1.2 GPD/ft2 9. ALL SANITARY PIPE SHOWN SHOULD BE PVC SCHEDULE 40 OR ,,aro, tate o ffil vm� ov\� 31� t C) Iti GREATER STRENGTH (AS SPECIFED) ruail:NL1NAP(&,NAP(.0N.00j1,1 No' 223 ?Cj- figtO-0 Mow ffmok "NOWN __ - `1 Application Rate for Bed Design = 0.9 GPD Pil:(315)682-5580 LAX:(315)682-5544 j/ 1� 0 11\ i6e,60` Fl U Required Absorption Bed Area =4,572 ft2 10. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER PROJECT No.20-1872 iD0,L mc E 0 E 0 LINES, BOTH PIPES SHALL BE CONSTRUCTED OF PVC CLASS 150 N,atev Per NYSDEC Design Standards, provide 3 cells, each cell being 50%of the bed area PRESSURE PIPE AND ARE TO BE PRESSURE TESTED TO ASSURE 0 WATER TIGHTNESS. E Each cell = 2,288 ft2 REVISION SCHEDULE "01 0 11. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR EXIT co Area per cell provided=2,333 ft2 ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATER TIGHT # NAME DATE SEAL. ITI) C 0 TOWN SITE PLAN 06/17/20 V0000000, 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY 1ONYCRR SUBMISSION Ul APPENDIX 75-A MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE WORK. CONTRACTOR IS RESPONSIBLE TO 1 REVISE PER TOWN 10/01/21 LU WSeG It PREPARE A SYSTEM AS-BUILT PLAN DEPICTING THE SYSTEM COMMENT Ul INSTALLATION AND HIGHLIGHTING ANY DEVIATION OF THE ACTUAL 110 �1� 2 REVISE PER TOWN 02/21/22 LLI CONSTRUCTION FROM THE DESIGN PLAN. COMMENT illoo WOO' 100, 0 13. THE USE OF LOW FLOW FIXTURES IS REQUIRED. r FM 14. THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE A KITCHED GARBAGE DISPOSAL UNIT. A GARBAGE DISPOSAL UNIT ARE NOT �011\ Fu RECOMMENDED FOR SEP11C SYSTEMS. U16 E2 PT A C:) ............ JIL JIL J--Jl I D UTILITY N KEYED NOTES: LO D 0 co ....... ....... CONTRACTOR TO LOCATE EXISTING BUILDING DRAIN AND CONNECT TO NEW 4" SDR26 PROVIDE VERTICAL BENDS AS NECESSARY TO OBTAIN 0 INDICATED DEPTH WITHIN PARKING LOT 0 '4006s EXISTING ONSITE WASTEWATER TREATMENT SYSTEM TO REMAIN IN SERVICE UNTIL NEW SYSTEM IS OPERATIONAL. no e ,0-0 AFTER CHANGE OVER, PUMP EXISTING SEP11C TANK AND DISCARD IN ACCORDANCE WITH NYSDOH REQUIREMENTS Z 0 1? C5 12" 06-� 0 140t 6"1 SDR26 WYE ROTATED VERTICALLY < \A\� PIPE INVERT=1004.0 c) SANITARY CLEANOUT 0 Uj -17 Ur) NEW 4" SDR26; MINIMUM 0.020 FT/FT 1008- 1 PROVIDE HORIZONTAL BENDS AS NECESSARY FOR COMPLETE CONNECTION -go'k 128 LF OF 6" SDR26 AT 0.023 FT/FT C C Uj < 6"1 SDR26 WYE ROTATED VERTICALLY j 0 c, (.) 0 0 0 PIPE INVERT=1003.0 Q 0 (=> III, Il cot, CIP Z `NN�1 2 ry ;f S 4" SDR26 KITCHEN WASTE PIPE INVERT=1007.0 0 0 Z (0 > (b 7 1 NEW GREASE TRAP LL 0 TP NO. P-1 TP NO. P-2 TP NO. P-3 SCHIER GB-250 (D I-- GRD. EL. GRD. EL. GRD. EL. Z Z (D NO �HIILENO,_.... -------- .............................................. B-8 GW. EL. N/A GW. EL. N/A GW. EL. N/A 6"x4" SDR26 WYE ROTATED VERTICALLY 8 ARTED SSURFUEIEV SURF ELEV.,,___G��_ STARTED:3-16-20 Fv_ GS PIPE INVERT=1002.5 -16-2020 SUBSURFACE LOG w 'PT, SUBSURFACE LOG W -1 :E LOG SUBSURFA( --See- 0 0 0 Z Z FINISHED:3 ee NotELs G DEFTI-lee Notes. FINISHED 3-16-20 'IN Notes PROJECT: LOCATION SHEETJ_of_�_ SHEET__L,..f_L I --- Lf_l 1 DOMESTIC WASTE 4" SDR26 Cgongton Rd Commmlai 920 Qoddington Road Coddin ton Rd Communi CIS ter LOCATION, .920 Coddin n R�ad PROJECT: Coddinoton Rd Comm nity qgaf�_r _ LOGAI ION, 920 Coddington Road PROJECT. Coddi gLonad.Coronnunit enter LOCATION 920 Codidnaton Road --------------- ii-y-ork- NaoieralaCl;gsultina _IjLdpp__TompkmsCo NewYork Ithaca,Tompkins Co..New Y rk CLIENT Niol�r11i PIPE INVERT=1005.0 CLIENT: CLIENT: CLIENT M.nil� n PRO-1 ----------- Ithaca Tomokins Co.New York S ON - Z SLOWS ON Z BLOWS ON I Rec Roo W . Ual SAMPI ER Rec SAMPLER SAMPLER Rec SOIL OR ROCK CLASSIFICATION NOTES LT BROWN LT BROWN LT BROWN 12 6" SDR26 1111-1/4" BEND SOIL OR ROCK CLASSIFICArjON NOTES SOIL OR ROCK CLASSIFICATION NOTES SOIL OR ROCK CLASSIFICATION NOTES a' (R) (R) D. (ft) 3 3 3 U-1 n m Lu :E 9 0 6 12 1 24 IN _Vl 241 N 0 6 sT,6 SL=, , MOIST LOAM MOIST LOAM MOIST LOAM B T. ,I IN B 0 Brown SILT,little Sand,trace gravel Driller Netad.P[P_iOi town in some an I araet ap reei 4 - NTH COBBLES 4 - NTH COBBLES 4 - WITH COBBLES fri 100��,ML) 0 6 feet of tops of at the (moist,firm, M) fI6f-t.ft.ps.Jai im 0.5 feet of topsoil at the 0.4 feet of topsoil at the Y�qist:fr �_MQ............................................... __�Moist,loose,MQ d50 ±2 d50 ±3 d50 ±1 12 7 8 6 15 to Grayish brown GRAVEL,some Solid,little Silt jod,i P 13 8 6 14 1.0 grd sIaHsoo -8 7 8 12 15 1,0 ray-brown GRAVEL,some sit,som�i�nrf g..odf.. �s-2 7 25 O.L Gray-brown GRAVEL and SILT,some Sand if INV IN=1001.0 (moil,far,,rfp�.M) lmoist,firru,GP-GM) �TRist,firru..GP-GM) 5 5 - 1 MAX 7" 5 1 MAX 3" 0 0 C) S--T-7--l-4 i ILT Grades to"trace to little"clay p -3 10 10 9 8 19 1.0 Contains"little"Silt :��-3 13 0.8 Broi Soi*Clay,little Sand,little,Grav a 1.1.11,11,111, -1 . 2 Gradse to"and"3 5- �2 1.0 -5 -5 INV OUT=1000.7 Uj 1..........L ..................... ................................. PERC TIMES PERC TIMES PERC TIMES (N _§_4 13 17 15 15 2 10 SA 7 9 9 6 18 1.0 -.1 7 6 12 13 0.8. _�O_ �.2 -'GTra'y'iSh`t6rovM'§'I L.T.a.nd G RAVEL,I ittle Sand,trace 6 6 6 clav(moist,firm,ISM 8 FT x 8 FT DUPLEX PUMP STATION INV IN=1000.4 Z Test boring complete at 8 fccp� Firea,lani vots, Test boring complete at 8 feet. Freestanding ,pi Test boring complete at 8 feet. Freestanding-ter-a IT sI boring cornplet 8 feet, Fpi..ter E� Bedrock was not encountered to depth explored, er-otorod, B.drool,was not encountered to depth explored. to.i Bed—— hot encountered to depth explored. ap!.nt d. Bedrock was not encountered to depth explored. IxfrHi 7 - 1' 15" 7 - 1' 13" 7 - 1' 53" 1' 28" 1' 25" 1' 39" 8 - 8 - - ----- 8 - it 19" 1' 25" 1' 57" POLE-MOUNTED DUPLEX ELECTRICAL it 19" 1' 28" 1' 59" ALTERNATOR CONTROL PANEL DATE: 06/17/2020 9 9 9 PROJECT: NC: 20-1872 - ------- 10 - 10 - 10 - FORCE MAIN VALVE CONTROL STRUCTURE OTHER: -20 20: -20- ------- - ----- - DRAWN BY: RCI 25- -25- ------- -25- 12 12 12 - ----- - ------ 04/28/20 04/28/20 04/28/20 N ITE - ----- DATE: DATE: DATE: -30- -30- -30- ------ 30- R IVES R IVES R IVES - ------ - TEST BY: TEST BY: TEST BY: A -35 _35- -35 -35- ------- TREATMENT A - ------ WITNESSED BY: WITNESSED BY: WITNESSED BY: GRAPHIC SCALE SYSTEM 401 FFFF-F .......... .................... N/A N/A N/A 0 20' 40' PLAN 40 40 DIRILUER� SL, Brown DRILLRIG CMEw55ox DIRILLER. C Rmwo DRILLRIG CME�550X DRILLER: C. Rm.n DRILLFi CME-55OX DRIL UER: DRILL RIG: OME-55OX METHOD DFINVESTIGATION: 4 METHOD OF INVESTIGATION: 4 114"Augers,2"Solt Spoon Samplet(ASTI METHOD OF INVESTIGATION: 4 114"AUcters,2"Split SpcofL�A�58Q__ METHOD OF INVESTIGATION� 4 114"Anclers,2"Split Socon Sampler(ASIMD1586) JOB NUMBER CID-20-01 0 JOBNUMBER: gn-2o.roo - JOB NUMBER CID-20-010 JOBNUMBER: CD-211-010 PERC RATE: PERC RATE: PERC RATE: CLASSIFIED BY:_ap9jQEfBjCaLJariqjReN;L.._ CLAS&FIEDBY: a[Eagi CLASSIFIED BY,QfNlpqbn Gal En6near CLASSIFIED BY: GeotechnicalEnaineer (IN FEET) 1' 28" MIN./INCH 1' 28- MIN./INCH 1' 28" MIN./INCH 1 inch = 20 ft C71 0 1 2 3 1 4 5 6 7 1 8 1 9 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 4" SDR26 IN FROM SEPTIC TANK NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL > COMPONENTS (PUMPS, FLOATS, CONTROL PANEL, RAIL SYSTEM, ETC.) ARE COMPATIBLE FOR A COMPLETE AND FUNCTIONING SYSTEM. G 2" SCH 80 FORCE MAIN G C4 2. PUMP OPERATION CYCLE: WHEN EFFLUENT RISES TO CYCLE ON FLOAT LEVEL, CYCLE BEGINS WITH A 1-HOUR OFF CYCLE. AFTER 3-4" ONE HOUR, PUMP TURNS ON FOR 4 MINUTES, 15 SECONDS CONTROLPANEL (APPROX. 191 GALLONS AT 45 GPM). Architecture 0 CONDUIT SUFFICIENT LENGTH OF POWER CHORD IF PUMP OPERATION LOWERS EFFLUENT LEVEL TO PUMP OFF LEVEL, Planning 0 TO BE SUPPLIED TO FACILITATE PUMP 'bo CYCLE SHUTS OFF UNTIL EFFLUENT LEVEL RISES TO CYCLE ON. 0 0 REMOVAL Interior Design IF PUMP OPERATION DOES NOT LOWER EFFLUENT LEVEL, PUMP WILL Y__0 JUNCTION BOX SHUT OFF AND CYCLE BEGINS AGAIN WITH ANOTHER 1-HOUR OFF 619 W. State Street CYCLE. AFTER ONE HOUR, THE SECOND PUMP WILL TURN ON AND NO I Cq OPERATE FOR 4 MINUTES, 15 SECONDS. THIS 60 MINUTES OFF, Ithaca, New York 14850 THREE (3) 4- 0 OPENINGS 2" SCH 80 FORCE MAIN BETWEEN COMPARTMENTS 4:15 MINUTES ON CYCLE REPEATS, ALTERNATING PUMPS, UNTIL THE EFFLUENT LEVEL FALLS TO PUMP OFF. 132 E.Jefferson Street FLOAT LEVEL CHORDS Syracuse, New York 13202 TO CONTROL PANEL 3. DUPLEX SEWER EFFLUENT PUMP STATION TO INCLUDE 2 - 2" p 607 273 7600 www.holt.com SUBMERSIBLE EFFLUENT PUMP MANUFACTURED BY ZOELLER PUMP 12' 7e CO. (MODEL 191) OR AN APPROVED EQUAL. PUMP REQUIREMENTS: 45 GPM AT 30 FEET TDH. ------FLOAT TREE ANCHORED TO STRUCTURE FLASHING ALARM LIGHT— 'e 8'— r IF AN APPROVED EQUAL IS USED, THE PUMP RUN TIME NOTED IN No. 2 MAY NEED TO ALTERED. EACH PUMP ON CYCLE IS TO DOSE F SECTION A-A 191 GALLONS F 32' POWER SUPPLY JUNCTION —DUPLEX TIME DOSING CONTROL PANEL (WEATHER 4. PUMP STA11ON TO INCLUDE OPEN AIR VENT BOX AND CONDUIT PROOF, NEMA 4X ENCLOSURE, UL508A LISTING) 5. PUMPS TO BE ON A GUIDE RAIL SYSTEM WITH A SELF SEALING A RAIL STAND-OFF FLANGE FOR EASE OF MAINTENANCE. - — — — — — — - - -- — — — — — — — — — — — — — - -- — — — — — — — MOUNTING POST (44 PRESSURE T—3' 71 RAIL TOP GUIDE 6. FLOATS TO BE INSTALLED ON A FLOAT HANGER SECURELY TREATED POST OR APPROVED OTHER) ANCHORED TO CONCRETE STRUCTURE. FLOAT LOCATIONS WITHIN MINIMUM 36" CLEARANCE TO EAST JORDAN IRON WORKS FRAME & GRATE STRUCTURE ARE NOT TO OBSTRUCT REMOVAL OF PUMPS. SURROUNDING GROUND OPEN AIR FASSEMBLY 1848ZPT OR APPROVED EQUAL VENT (MUST BE WATERTIGHT, H20 LOADED) B B FRAME TO BE SET IN NAPIERALA -'_�FULL BED OF MORTAR CONSULTING cq AL i.- -- — ------- PROFFSSIONA1.FNGINFFR,R(I 2' CONCRETE GRADE ADJUSTMENT RINGS SITI� -' DF.SIGN -'kNGIN'JAIZING 4A7 110 FAYFTTF STREPT _C) XL�Nuus,NiAx YORK 13104 200 _C) 0 ij:MN APG&N APC0N.00Tj\1 CHAIN cma POWER SUPPLY FROM BUILDING —WATER-PROOF JUNCTION BOX DAILY DESIGN FLOW 4115 GPD Pli:(315)682-5580 FAX:(315)682-5544 E (SEE ELECTRICAL SITE PLAN) DISCONNECT CD AVERAGE HOURLY FLOW = 4115 GPD/8 HR PROJECT No.20-1872 E - — — — — — — — — — — — — — — — — — — ()() 2" NPT RAIL SYSTEM (ZOELLER P/N AVERAGE HOURLY FLOW = 514 GPH (QIN) — — — — — — — — — —Fr SHUT-OFF VALVE 39-0004 OR APPROVED EQUAL A TWO (2) 2- SCH 80 FORCE _CD HYDRAULICALLY SEALED DOSE VOLUME (QouT) = 0.75 VOIPIPE LATMALS REVISION SCHEDULE 7.5'------; .5' 7.5----------------# 7.5' MAINS (SEE UTILITY PLAN) 00 DISCHARGE FLANGE VoIPiPELA7mALs = 6 LATERALS/CELL x 65 LFAATERAL x 0.653 GALLONSAF OF 4" PIPE (0)(0) 0 ALARM FLOAT VolpipE LA7mALs = 255 GALLONS/CELL NAME DATE 31' C) ELEV=1000.0 06/17/2 TOP VIEW > FLOW EQUALIZATION STORAGE CAPACITY DOSE VOLUME (QouT) = 0.75 x 255 GALLONS/CELL SUBMISSION INTERMEDIATE GUIDE RAIL BRACKET (10' MAX SPACING)— Q DOSE VOLUME (QouT) = 191 GALLONS 1 REVISE PER TOWN 10/01/21 _CD 77 ENT BACKFILL WITH NYSDOT ITEM 00 3/4- IPS STAINLESS STEEL RAILS SET DOSE FREQUENCY AT 1 DOSE PER HOUR (EACH CELL WILL BE DOSED 12 TIMES PER DAY) 2 REVISE PER TOWN 02/21/22 EAST JORDAN IRON WORKS FRAME #203.07 SELECT GRANULAR FILL & GRATE ASSEMBLY 1848ZPT OR COMPACTED IN 6" LIFTS -(:D _CD 2" DISCHARGE PIPE EQUALIZATION TANK SIZING = DURATION X (QIN - Q01JT) COMMENT BACKFILL WITH NYSDOT ITEM #203.07 APPROVED EQUAL (MUST BE— 00 U EQUALIZATION TANK SIZING = 8 HIRS x (514 GPH - 191 GPH) SELECT GRANULAR FILL COMPACTED WATERTIGHT, H20 LOADED) 2" CHECK VALVE EQUALIZATION TANK SIZING = 2584 GALLON LO _CD IN 6" LIFTS FRAME TO BE SET IN SUBMERSIBLE EFFLUENT PUMP 110 YCLE ON 8' x 8' TANK/PUMP CHAMBER —ASPHALT SECTION FULL BED OF MORTAR MODEL ZOELLER PUMPS 191 (OR APPROVED EQUAL) ELEV=994.9 64 SF/VERTICAL FOOT x 7.48 GALLONS/CU. FT 478.7 GALLON S/VERTI CAL FOOT WATER-TIGHT CONNEC11ON L&V I PUMP OFF 2584 GALLONS/ 478.7 GALLONS/VER-nCAL FOOT 5.4 FT CONCRETE 00 f ELEV=994.6 /77 RISE SECTION POURED-IN-PLACE CONCRETE FILLET 0 Dim D REDUNDANTPUMP OFF D BOTTOM OF BASIN"C >. ELEV=994.3 eo eo ELEV=993. rK K K - - - 00 eo e, eo eo C14 4" x 18" ZABEL Al 800 f/E LYE PUI e. 9 Ir,6— eo eo eo &0) 2'---; FILTER CARTRIDGE WITH �ZM '�' _� � :211S�2 - _ LEVEL SUBBASE OF SDR35 VERSA-TEE BAFFLE BRASS FOOT GUIDE— (?0 0 No. 2 CRUSHED STONE eb �T. . I, 1., 4" SDR35 OUTLET <D U r =- I INV OUT=1000.7 >_ (FO eb eo t2"� DUPLEX PUMP STATION r z r--: 4'11 eo �C711/ SCALE: NTS 0 6DO 4" INLET TEE LIQUID LEVEL TANK TO SET ON —12" OF COMPACTED < (20 eo No. 2 STONE C) eo C) < I—A—A—A-0-IQ- R 71" TOPVIEW H-20 load rated gas/ Uj WATER-TIGHT SEAMS water tight pickable 21" cast iron covers Outlet A (optional) 0 z C d C SECTION B-B Uj < OVERALL SURFACE AREA = 30 FT x 12 FT C) 0 = 360 SF Inlet Outlet B LIQUID LEVEL = 4'-11' (59") 3T (standard) ry Z 0 0 z CAPACITY AT LIQUID LEVEL = 13,239 GALLONS SURFACE AREA : 100 GALLONS = 2.72 SF 100 GALLONS Outlet C (D NOTES (optional) Z (D Z (D 1) SEPTIC TANK TO WITHSTAND H-20 LOADING. 4) SEPTIC TANK AND RELATED APPURTENANCES Fn Z z SHALL BE VACUUM-PRESSURE TESTED OR 2) ALL PIPE CONNECTIONS AND CONCRETE WATER-PRESSURE TESTED AND CERTIFIED TO CONSTRUCTION ARE TO BE WATERTIGHT. BE WATERTIGHT AFTER INSTALLATION AND SECTION A-A Safety Star Access Pumpout Port Integral Alt,Relief/ 0 PRIOR TO BACKFILLING (SEE ASTM Restrictors Kit (optional) Anti Siphon and 3) INLET AND OUTLET TEES TO BE CAST IRON, STANDARDS C1227 FOR SEP11C TANKS). Inspection Port SCHEDULE 40 PVC OR CAST-IN-PLACE C) B CONCRETE. TEES TO BE CENTERED UNDER 87" 0 B MANHOLE COVER. NO. OF GALLONS: 13,000 GALLON o 24-1/2" TYP Static Water I-ine 0 0 C:) LU SEPTIC TANK 13-1/2" z �C71111/ SCALE: NTS Cover Adapters with DATE: 06/17/2020 44" up to 4"of Adjustability PROJECT: NC: 20-1872 Inlet Diffuser Outlet Diffuser 28-1/2" OTHER: 30-1 2" 1 nvert DRAWN BY: RCI WASTEWATER TREATMENT A SYSTEM A GREASE TRAP TO BE SCHIER PRODUCTS MODEL GB-250 WITH 100 GPM FLOW RATE/1,895 LBS GREASE CAPACITY DETAILS K'3"� GREASE TRAP �C711/ SCALE: NTS 11_� C71 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 G G 4"0 SOLID PVC PIPE FROM DISTRIBUTION BOX TO 2j' INTO ABSORP11ON BED— Architecture (SIX OUT OF EACH DISTRIBUTION BOX) THREE (3) 2- SCH 80 Planning 8—OU7LET DISTRIBUTION BOX FORCE MAINS ONE To Interior Design (TYP 3) EACH DISTRIBU�ION BOX 33.3' 619 W. State Street LO Ithaca, New York 14850 C� ----- f 0 7LPK % I e4 132 E.Jefferson Street LAYER OF UNTREATED BUILDING Syracuse, New York 13202 6" EARTH BACKFILL PAPER OR PERMEABLE GEOTEXTILE p 607 273 7600 vvww.holt.com TOPSOIL FOR SETTLING 4" PERFORATED PVC PIPE .71 5.6' 2" OF AGGREGATE OVER THE PIPE Q= F I a-_j_j 11 11 11 11 11 11 11 F — — — — — — — — — — — — Gi z W I 0 b W a a-V) W 0 U)_j U_ _j W LUW _j Co WASHED GRAVEL OR _j 0-a- W '.q_ WASHED CRUSH STONE 6" OF AGGREGATE (6 3/4- TO 1-1/2- DIAMETER BELOW THE PIPE 4" SCH 80 TEE (TYP 4 FOR EACH CELL) USABLE IN—SITU SOIL 4" SCH 80 SOLID PIPE TO —INTERCONNECT LATERALS WITHIN 1 11 11 11 11 11 11 11 11 11 1 11 11 11 11 1 1 11 11 EACH CELL §f 6 ! 1 ru - BOTTOM OF T� NAPIERALA 4" SCH 80 90* BEND CONSULTING NO GROUNDWATER OR BEDROCK ENCOUNTERED 2 FOR EACH CELL) PROFFISSIONA1.FINGINFIFR,R(I SlTk - DFISIGN - kNGINPIkRING Lq e. 11( FAYFTT[:STRE[,.T 33.3' 33.3' 33.3' 1\1,�Nf,)Ius,N1,X YORK 13104 CELL WIDTH 100' 7f cmaij:MN APG&N APC0N.00_j\1 TOTAL BED WIDTH Pli:(315)682-5580 FAX:(315)682-5544 E PROJECT No.20-1872 E REVISION SCHEDULE ABSORPTION FIELD PIPING SCHEMATIC NAME DATE ABSORPTION BED CROSS SECTION r2 0 TOWN SITE PLAN 06/17/20 �,C7112/ SCALE: NTS \,C712/ SCALE: NTS SUBMISSION 1 REVISE PER TOWN 10/01/21 COMMENT 2 REVISE PER TOWN 02/21/22 COMMENT 2" SHUT OFF VALVE D LABEL "VALVE 1" Lb D 00 CAST—IN—PLACE CONCRETE FTHRUSTBLOCK 1. ABSORP11ON FIELD CELLS ARE TO BE ROTATED IN AND OUT OF OPERATION ON A FOUR (4) MONTH ROTATION. DISCHARGE TO 2" SCH 80 FORCE MAIN TO 2 SCH 80 FORCE MAIN CELLS IS CONTROLLED THROUGH OPENING AND CLOSING VALVES CELL 'A' DISTRIBUTION BOX FROM PUMP STATION ACCORDING TO THE SCHEDULE BELOW- z 2 2" SHUT OFF VALVE VALVE OPERATION < 00 LABEL "VALVE 2" CELLS IN OPERA11ON VALVES OPEN VALVES CLOSED 2" SCH 80 FORCE MAIN TO CELL 'B' DISTRIBUTION BOX CELLS A & B VALVES 1 & 3 VALVES 2 & 4 Uj < 1 2" SHUT OFF VALVE CELLS A & C VALVES 1 & 4 VALVES 2 & 3 2" SCH 80 FORCE MAIN TO LABEL "VALVE 3" CELLS B & C VALVES 2 & 4 VALVES 1 & 3 1 2" SCH 80 FORCE MAIN CELL 'C' DISTRIBUTION BOX L FROM PUMP STATION 2. THE OWNER IS TO MAINTAIN A LOG WITHIN THE VALVE: CONTROL 0 z C 13OX IN A WEATHER—PROOF (PLASnC) SLEEVE THAT INCLUDES d C ENTRIES FOR: DATE, CELLS LEFT IN OPERATION, STATUS OF fl� Uj < CAST—IN—PLACE CONCRETE EACH VALVE (OPEN OR CLOSED), AND DATE OF NEXT ROTATION. (.) 0 THRUSTBLOCK ry 2" SHUT OFF VALVE LABEL "VALVE 4" 0 0 z LL 0 (D EAST JORDAN IRON WORKS FRAME & GRATE z z o —ASSEMBLY 1848ZPT OR APPROVED EQUAL z (MUST BE WATERTIGHT, H20 LOADED) 0 _CD 00 _C) B _C) _C) 00 _CD C) (0) B 00 00 00 BACKFILL WITH NYSDOT ITEM #203.07 0 0 C) STRUCTURE DEPTH TO PROVIDE C) SELECT GRANULAR FILL COMPACTED U-1 A MINIMUM OF 5' OF COVER 00 IN 6" LIFTS CY) OVER THE FORCE MAIN �41 xx, z C) C) 0 0 00 DATE: 06/17/2020 00 PROJECT: NC: 20-1872 00 OTHER: 2" SCH 80 FORCE MAIN TO 2" SCH 80 FORCE MAIN DISTRIBUTION BOX FROM PUMP STATION DRAWN BY: RCI _C) 00 00 t> > . , ..D.1 '. A SYSTEM A DETAILS FORCE MAIN VALVE CONTROL STRUCTURE \,C712/ SCALE: NTS 11_� C712 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 LUMINAIRE SCHEDULE LO CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING VOLTS QUANTITY G o/ 0 G 0 NVI-T2 (1) NLS Ughting 24 ft 120V 1P 106W 3 0 NV Series Area Lilghting Fixture (22 ft pole + 2 ft 0 c? o/ o' NVI-T2-32L-1-30K-UNV-DPS3 base) Architecture X\ 0,.� 0 0 \'40065 INOO,\s N40049't6i"E q, 1 0 NVI-T3-HSS (1) NLS LIGHTING 24 ft 120V 1P 106W 2 Planning �D 1.11 .0 NV SERIES NTH T3 OPTICS, BLACK HOUSE SIDE (22 ft pole 2 ft Interior Design e I -r 0 SHIELD 0 9\e 0 0 61 1.7 0 NVI-T3-32L-1-30K-UNV-DPS3-HSS base) 96' - 61 619 W. State Street ----------- ------------- ------ Ap\e G? Ithaca, New York 14850 ............................. 015\ "c" R1 (1) LITHONIA LIGHTING 7 ft 120V 113 25W 9 132 E.Jefferson Street ............................. 0 ,a 99,019 WST LED ARCHITECTURAL WALL SCONCE p0 sco t 0 0 0 04 0 Syracuse, New York 13202 D-c� Wood I G? (?61 > .0 .6 WST LED-P2-27K-VW-MVOLT G? p 607 273 7600 www.holt.com 0 0 0 0 k5\ �7 -61 T L 2 .17 0 LL ��oa` '1� LITHONIA LJGH11NG 7 ft 120V 1P 25W 2 G? -T2 �D 0 o 1 0 0 R2 (1) WST LED ARCHITECTURAL WALL SCONCE NV1 v .0 WST 1-042-30K-W-MVOLT 0 F 0) -van 0 steps .17 F 0 0 0 cc �D 0 ,",voW .0 N V1-T3-H SS 6 75 61 17 \%O�\ .6' 0 0 .6) 0 0 0 LL FIF-1017.09 steps 0 0 0 0 17 Asphalt G Deck Wood Ramp 0> 1,9 0 R 1 01 0 NAPIERALA 0 Store II ?'opale 17 ,3"'So .0 /.1 0 17 0 413 CONSULTING C51 ./1 0 0 PROITSSIONAL JAGINITFIR,P.C. 0 0 0 J?ev SIT11, * DESIGN - FNGINFIFRING, 0 0 0 0 110 1""wTTF STRj;jj 61 -0 0 0 0 ki ;�D 0 0 ro MANLius,Ntm Y'ORK'1'3104 - Q .7 0 650 -aii:MNAP(&,NAP(.0N.00N1 0 6.0 0 0 0 Pll:(315)682-5580 17,\X:(315)682-5544 0 0 0 0 11 0� PROJECT No.20-1872 E .0 .0 -,7 R2 61 0 0 0 0 E 61 0 0 C: 0 0 (-?/, . .... . 0 17 -DO 0 6 0 0 .0 0 4-) REVISION SCHEDULE 0 0 0) -4- -.�o 0 7D 0 0 0 0 # NAME DATE -1 000 001- 0 0 0 v \ 1- 0 TOWN SITE PLAN 06/17/20 0 �D -0 0 0 SUBMISSION .61 0& 0 17 o� LILJ -0 1 REVISE PER TOWN 10/01/21 0 .0 '1110 R 1 0 0 0 0 COMMENT om I'S 0 0 0 U I q 0 /71 R1 2 REVISE PER TOWN 02/21/22 0 0 \ ./ 119, 9 /1 COMMENT tl NV1-T2 0 0 17 C 0 (?o %\ I -o .0 0 0 o 0 q \\\" (5, R1 /.1 30N/.10I /.7z) 0 0 0 0 'o 0 Yo 0 .'v 0 0 17 0 1 0 P ,-a\ I%% 0 kv W-) ./I ./I I -f) 0 \N-aLev�0'3 R1 ss q 0 0 G1 0 .0 .0 R1 0 0 0 C R1 -0� 01 .01 00 0 1P 1P C) 0 R1 D q oo R2 0 LO D 0 0 o 0 1P /I 61 R1 -- ------ 00 0 �o 0 02 0 1 U�- 1 7 17 0 1,, 'Q 0 G1. o& .�o Co 0 61 6 D, 7 0 0 0 '6" /7 0 0 7D 0 0 0 0 0 0�� '-D 0 0 0 0 0 W 0 0 0 0 1P 0"� 0 0 0 0 0 0 oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % � z 0 0 0 0 ./I ./I ./7 0 0 0 7 1? NV1-T3-HSS \?O\e 0 7D 61 '10 0 .0 0 6' 1 .0 0 0 0 0 �AeVa 0 0 0 0 0 0 0 0 0 0 0 1 < 0 0 0 0 0 0 0 0 0 0 0 0 0 o& 0 0 3 /N 0 �,q 7/1 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /7 0 0 0 0 0 0 0 0 0 0 ./7 ol? 0 o -17 0 0 ..........0 0 0 0 0 0 0 0 0 0 0 0 �D W 0 .0 .0 0 0 C 1 0 0 --:-0 0 0 0 0 /1 -r �D 0 UGE I .0 0 ....bo 0 0 0 0 0 0 0 0 0 0 0 0 /7 lo 0 0 -0- 0 0 0 0 0 0 .17 �1- I NV1-T2 IQ 57 61 0 0 z ol 0 0 0 0 0 0 0 0 0 7 LJJ < C C 1? 0 0 0 0 /1 O � 0 0 0 0 0 0 0 0 -17 0 0 1 0 0 0 (5eG 0 0 0 0 Vol' 0 0 0 0 0 0 0 0 0 0 0 1�7 0 .0 & 0 11 .0 0 0 0 0 0 17 .0 .0 �ze �00 0 0 - 5F -"'I 4;�0 1-04 0 7D 1 0 el, 0 0 0 0 0 0 0 0 0 0 17 0 ev 1-110 ry 0 0 0 0 0 0 0 0 0 C' o S 0 0 z 0 0 0 0 0 0 .17 0 �Ao 0 0 0 0 109 t 0 z I? I? 1? 0 0 0 0 Io'- 0 0 0 0 0 .0 .0 .0 0 0 0 0 0 1?61 0 LL 0 0 0 0 0 0 0 0 0 0 0 0 0 CIA 0 0 0 0 0 0 0 0 .0 0 ./7 0 0 1-- '�D ./7 -0 0 U) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 -%7 0 0 z 0 z (D 0 0 0 0 0 0 0 0 0 0 ./7 .6 .v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -- 17 0 0 Z z 0 0 0 0 0 0 0 0 0 0 0 7D 0 .0 E3 rI 1? 0 0 0 0 0 0 0 0 0 o' 1?151 0 0\A1- 6' o/ 0 .0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 .6' B 0 0 0 0 C) B -- c0s 1,1100 11 call a\\ 241. 0 0 0 0 0 0 0 0 0 .17 'o 0 0 0 0 0 0 0 0 0 0 If- -1 1?15\ 0 00 C) 0 0 or 0 0 "C& 0 0 W 0 0 0 .0 .0 .0 .0 .0 o '(�"o" 0 /I �D /7 j 0 0 0 0 0 0 0 0 1 q 0 C" C .0 o 1-6< _'000 0 0 0 0 0 0 -0 o/7 0 'Noo6s Glass 0 0 0 0 0 *0 00 00 0 'o ' -- '0 .0 .0 .0 0 DATE: 06/17/2020 I? 1?o (?o o 0 PROJECT: NC: 20-1872 00S 0 0 0 \Noo,\s 0 0 0 OTHER: 0 0 0 0 0 0 .0 .0 .0 .0 .0 .01"', .0 .0 DRAWN BY: RCI 0 0 0 0 0 0 .0 0 .0 .0 .0 .0 .0 00 00 0 00 00 LIGHTING GRAPHIC SCALE PHOTOMETRIC 0 0 0 .0 .0 0 0 0 20' 40' A A 0 .0 711 (IN FEET) ......... 7�6'o 1 inch 20 ft ........... ........... 0 ... ............ ........... 'Noo6s C800 2 1 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 G MONOLITHIC CONCRETE TOOLED JOINT 12" GRAVEL BASE G CURB AND SIDEWALK BETWEEN CURB ISOLATION JOINT WITH CONCRETE CURB 1 1- TYPE 7 ASPHALT AND SIDEWALK ELASTOMERIC SEALANT (WHEN BINDER COURSE 6- TOP COURSE PAVEMENT SECTION, ____;e- ADJACENT TO BUILDING OR WEARING COURSE- 4" TOPSOIL Architecture NYSDOT ITEM 403.18 SLOPE PER GRADING PLAN 8. CONCRETE SIDEWALK OTHER FLATWORK) FINISH GRADE SEE DETAIL SHEET PER FOOT Planning U /x 13INDER COU SE CC 3 ASPHAL t X, Interior Design TYP 403.13 NYSDOTIT P6 0. D oo C> 619 W. State Street �o - OOCD COMPACTED SUBGRADE C4 0 OC190 0 Ithaca, New York 14850 0 0 oc, oo 16 0 1.9 6 00 U 0 0 11 0 0 o 0 8 0 09. Doo Uoo BASE COURSE CD -V, 0 f__ `C .0 <;:)P6 00 6" 132 E.Jefferson Street 0� oo to NYSDOT ITEM 304.03 TYPE 2 �o 00 6 D (:D0000 0 0 00 .0 'Do .9� . /� Syracuse, New York 13202 .C,4 CD OOOCIP, o2o. ,.Y C3 000.0o COMPACTED -b 6000 0 0 — a. oob`o�50 000 0, 0 o ooc� 0 0 00 oc5o(D '2000.-0 00 0,80 0 .0 0 SUBGRADE �N i ocn;o-� TOP OF CURB p 607 273 7600 www.holt.com 000 1 0 1 6(t%d% 7/77�7/\ ,�\X�7�MIRAFI 500 X OR I 0�zo 0 00 77 r ),2 o TOP OF PAVEMENT �/, 0 (0;�O� CEMENT CONCRETE TO B 00C 7�x\//x\1 APPROVED EQUAL 0 E x/ K K GEOSYNTHETIC 0100 00 0 0 USED ONLY IF CURB IS �\\60MPACiil) §UB6\RADL Ok\-I�>' 0 FABRIC 0 UNDISTURBED EARTH TO BE SET AFTER BASE X AND/OR BINDER COURSE GRAVEL BASE COMPAC F TED FLUSH, SMOOTH F SUBGRADE COMPACTED TRANSITION GRAVEL BASE SUBGRADE CONCRETE CURB NOT TO SCALE 6" REVEAL STANDARD PAVEMENT SECTION INTEGRAL CURB AND SIDEWALK rT� CONCRETE CURB NOTES \C901/ SCALE: NTS \C901/ SCALE: NTS 1. SIDEWALK RAMP LOCATIONS AND TYPES ARE TO \C901/ SCALE: NTS BE AS SHOWN ON THE PLANS. NOTE: 2. SURFACE TEXTURE OF RAMP SHALL BE OBTAINED NAIPIER.ALA BY A COURSE BROOMING, TRANSVERSE TO THE THE PROJECT GEOTECHNICAL REPORT RECOMMENDATIONS SHALL CONSULTING SLOPE OF THE RAMP. m SUPERCEDE ALL PAVEMENT DETAIL THICKNESS AND MATERIALS 3. NORMAL PAVEMENT EDGE PROFILE IS TO BE PROFESSIONA1.ENGINFF'R,R(I MAINTAINED THROUGH THE AREA OF THE RAMP. k SITI� - DFISIGN - kNGINP,kRING LONG 110 F;vv[=F STRE1,.T 4. TRANSITION CURB FOR RAMPS SHALL BE 6-0- XL�Nf'.us,NIAX YORK 13104 5. MAXIMUM DESIRABLE RAMP SLOPE 1:12. cmaij:MN APG&N APC0N.00_j\1 Pli:(315)682-5580 FAX:(315)682-5544 E PROJECT No.20-1872 E RESERVED NO PARKING PARKING REVISION SCHEDULE WHEN BLUE PAINT IS USED FOR SIGN PANELS SHALL BE NEW CONCRETE SIDEWALK 5" THICK ACCESSIBLE MARKINGS, TWO 00 ANY FABRICATED FROM ALUMINUM STRIPES (ONE BLUE, ONE SHEETING WITH REFLECTIVE FILM R5-11 R3-2 4000 PSI CONCRETE POURED ON 6" # NAME DATE MITE) SHALL BE WHERE AN TIME TEXT AND SYMBOLS, TYP. 30"00" 36"x36" COMPACTED TYPE 2 GRAVEL SUBBASE —TOOLED EDGE AROUND 0 TOWN SITE PLAN 06/17/20 ACCESSIBLE SPACE (OR or 24%24" j- EXPANSION JOINT PERIMETER SUBMISSION 0 20'-0" O.C. MIN 10/01/21 1 REVISE PER TOWN ACCESS AISLE) ADJOINS A NON—ACCESSIBLE SPACE I COMMENT 2 REVISE PER TOWN 02/21/22 ... ......... 4" WIDE DIAGONAL VAN PROVIDE VAN ACCESSIBLE SIGN R1-1 REFLECTIVE ALUMINUM D PAVEMENT STRIPE COMMENT [ACCESSIBLE (WHERE APPLICABLE) SIGN 30"00" NYSDOT z (WHITE OR BLUE) "NO PARKING ANY TIME" STANDARD SHEET 645-01 SIGN LOCATED SO AS NOT TO <z _j Uj 0-� 0 U_ z CONFLICT WITH ACCESSIBILITY ROUTE 0 F Lo Lamu�-a z 0 U_ 0 0 Uj CONSTRUC�TION -to U—CHANNEL POST (AS SPECIFICED 0 0 Uj JOINTS NON—SKID SURFACE C) D 1::uo:j!�vx): SIGN POST AS PER 0 5'(±) OC W2.9 OR W3 WIRE FABRIC AT 6" CENTERS LO D INTERNATIONAL ACCESSIBILITY —IN THE NYSDOT STANDARD FOR 05zoo DETAIL xx THIS SHEET to SYMBOL (4- WHITE BORDER, BLUE 0 SIGN SUPPORTS) m CY DEEP TRANSVERSELY AND LONGITUDINALLY 00 4 4 4 BACKGROUND, WHITE SYMBOL) PARKING" SIGN 0(n U)< 4 �_W_� :)umi UWj<-ul- 4 -RESERVED 0 52" Z !479 V) 0 _r,0 2��_ 0 '�:�o OCD '�:�o��OCD ocm�.OROR 000 0900IC-po'-Y.. '5<(��qoc-yoo 0 0000060 00 000&-, )0.. :1 Cie da�(:�OCYO 0 o Z, FINISH GRADE 00 00000 (:Dp 00 <z &0, 0 _j 0.g(��po 6t) o 0 0 0.4�(��606t) 08 o 0 W i X 004 /M 0 /\>/\>5� -,o z a. POST TO BE SET IN COMPACTED SUBBASE < 7T CONCRETE, 18- DIA. _6" COMPACTED TYPE 2 GRAVEL SUBBASE NOTE: 4� -RESERVED PARKING" SIGNS SHALL BE INSTALLED AT ALL 0 Uj Li ACCESSIBLE PARKING SPACES. "NO PARKING" SIGNS Li ACCESSIBLE PARKING SHALL BE INSTALLED AT ALL ACCESSIBLE AISLES. SIDEWALK ACCESSIBLE PARKING SIGNS DIRECTIONAL SIGNAGE r7 0 z C PAVEMENT MARKING DETAIL r5 �C9011/ SCALE: NTS C \C901/ SCALE: NTS \C901/ SCALE: NTS \C901� SCALE: NTS < 0 ry Z 0� 0 0 >- z 2 POUND RIB—BAK LL 0 U—CHANNEL SIGN POST— (D 40" ANCHOR BOLTS SET Z Z (D GROUND LUG------,, WITH TEMPLATE FROM 0 POLEBASE COVER POLE MANUFACTURER T 1�11111v Z z 0 =—= CONCRETE POLE BASE 0 CONCRETE SLAB AT MANDOOR FINISHED GRADE (2'-0" O.D.) U) X TO BE 5" THICK 4000 PSI DIA. HEX HEAD Uj CONCRETE #4 BARE GROUND BOLT WITH HEX NUT 6 x 6 x 10/10 2'_0" 0 B AND WASHERS 0 WW`F C) B 0 4 k, t . . . - . .1 1 - . .. 4 FINISHED GRADE 0 z 4 X 00 C) Ld X* X. /\Y/\ 4 '42 TIES,- Uj 0 4 2 1/2" z 1.1 . . . . . . . I - C) C) 0 m GROUND CLAMP _��4/REBAR 2 POUND RIB—BAK _0 U—CHANNEL SIGN POST 0 F— DATE: 06/17/2020 Z 0 0 -1872 I POLE MOUNTED LIGHT FIXTURE TO PROJECT: NC: 20 MIN CONDUIT 10 BE NLS LIGHTING, MODEL NV-1 NTH Y2 r 0 11 OTHER: 0 6" GRANULAR SUBBASE TO X 10'—0' A TYPE 2 OR TYPE 3 LIGHT MEET SPECIFICATIONS OF /S'UBGRADE COPPERWELD GROUND COVER LONG RADIUS ELBOWS DISTRIBUTION (SEE PLAN), 32 LEDS 1436' DRAWN BY: RCI NYSDOT ITEM 304.12 TYPE 2 ROD AT 1050 MILLIAMPS. MOUNTING HEIGHT IS 24 FT (22 FT SITE DETAILS POLE ON A 2 FT CONCRETE BASE). I FIXTURE AND POLE COLOR TO BE 16.5" BLACK. ......................................... A rW� BREAK-AWAY SIGN POST CONCRETE PAD AT MAN-DOORS LIGHT POLE BASE 3.376" A POLE IS TO BE AN NLS LIGHTING �C9011/ SCALE: NTS �C9011/ SCALE: NTS �C9011/ SCALE: NTS SQUARE STRAIGHT ALUMINUM POLE Weight:24 Ibs N_� MODEL SSAP, HEIGHT=22 FT. L K'Ti� POLE-MOUNTED LIGHT FIXTURE �C9011/ SCALE: NTS C901 1*_� 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 BUILDING DOWNSPOUT, SEE ARCH. DWGS. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. FENCE POST CHAIN LINK FENCE (1, 2) INTEGRATED DUCTILE IRON 2 FRAMES SHALL BE DUC11LE IRON PER ASTM A536 GRADE 0 PROVIDE PVC ADAPTER OR RUBBER FRAME & GRATE TO MATCH BASIN O.D. 70-50-05. F CONCRETE BOOT TO CONNECT BUILDING DOWNSPOUT WITH ROOF LEADER 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING SLAB m TO PLAN DETAILS. G (5) ADAPTER ANGLES RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO G SHIPPING RESTRICTIONS. SURFACE TREATMENT VARIABLE 0' - 360* SEE NYLOPLAST DRAWING NO. 7001-110-065. PER SITE PLAN ACCORDING TO PLANS z 4 DRAINAGE CONNEC11ON STUB JOINT TIGHTNESS SHALL CONCRETE PIER _j Architecture CL CONFORM TO 0 LL_ I z C14 LL_ ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR 0 Planning 0- DUAL WALL), N-12 HP & PVC SEWER. H 5 ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0* TO 360'. Interior Design ELEVATION 0 TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE 619 W. State Street 0 DRAWING NO. 7001-110-012. SECTION M 0 Ithaca, New York 14850 PER PLAN 8' (3) VARIABLE SUMP DEPTH 132 E.Jefferson Street > ACCORDING TO PLANS Syracuse, New York 13202 4 .0 45* PVC BEND FITTING MANUFACTURING REQ.) p 607 273 7600 www.holt.com �4 4 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" MIN ASTM-D 2729 PVC PIPING 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 4 -12 HIP, PVC SEWER (EX: SDR 35), ADS/HANCOR SINGLE WALL), N 4 4 PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC F 45* PVC BEND FITTING F WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER < 4 14 (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR 4 4 4 CLASS 11 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED 4 4 CONCRETE PAb 4 4 DRAINAGE PIPE UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 4, 4, 4 �O LO 45* PVC BEND 4 FITTING '4 FOUNDATION WALL 4 . . I . . . . . .. . 45* PVC AND F001ING WYE FITTING 1/�4 NYLOPLAST DRAINAGE STRUCTURE, 4 NAPIERALA \,C902 4� 4 SCALE: NTS IV ROOF LEADER CONNECTION m CONSULTING PROFESSIONA1.ENGINFF'R,RG 4 CALE: NTS SITI� - DFISIGN - kNG1NJ,kR1NG 44. 903/ s 4 4� 4 110 FAYFTTF STRE1,.T 4 XL\Nuus,NIAX YORK 13104 4 4 < 4 cmaij:MN APG&N APCON.(,O'j\l SQUARE CATCH BASIN FRAME & GRATE SHALL BE EAST JORDAN Pli: 4 4 315)682-5580 FAX:(315)682-5544 4 4 -5726 (OR EQUAL) PROJECT No.20-1872 4 . IRON WORKS No. V g 4 E 4' 4 4 E .zi 4 SQUARE DRAINAGE MANHOLE FRAME & COVER SHALL BE EAST --k JORDAN IRON WORKS No. V-6726 (OR EQUAL) ROUND DRAINAGE STRUCTURE FRAME & COVER SHALL BE EAST REFER TO MANUFACTURER'S JORDAN IRON WORKS No. 1322 & 1322A (MARKED "STORM") REVISION SCHEDULE PLAN VIEW FRAME INSTALLA11ON OR EQUAL [GRATE SHALL BE TYPE M OR EQUAL] DRAINAGE STRUCTURE GENERAL NOTES 6" PIPE BOLLARD, TYPI REQUIREMENTS FOR OPENING SIZE # NAME DATE 24"x24"x9h" THICK TOPSOIL, SEED, AND 1. REINFORCING FOR ALL SECTIONS SHALL BE AS FOLLOWS: 0 TOWN SITE PLAN 06/17/20 FRAME TO BE SET IN TOP: #3 BARS SPACED AT 4- IN BOTH DIRECTIONS. SUBMISSION CONCRETE PAD MULCH (IF LAWN AREA FULL BED OF MORTAR BOTTOM: #3 BARS SPACED AT 4" IN BOTH DIRECTIONS. 6 x 6 x 10/10 WWF NOTE: EXPANSION JOINTS CLASS C REINFORCED JR SMITH #4810 ROUND FRAME ADJACENT TO STRUCTURE) SIDES: #3 BARS SPACED AT 8- IN BOTH HORIZONTAL AND VERTICAL. 1 REVISE PER TOWN 10/01/21 10, 0.C. CEMENT CONCRETE NTH SCORIATED COVER COVER (OR COMMENT EQUAL) SAME SIZE AS SEWER 2. ALL REINFORCEMENT SHALL BE PLACED SO IT WILL HAVE A MINIMUM z FINISHED GRADE 0%�jAk1Adtpkft 1 2 REVISE PER TOWN 02/21/22 0 OR PAVEMENT COVER OF 2" AND BE LOCATED APPROXIMATELY WITHIN THE CENTER OF COMMENT a. CONCRETE DOUGHNUTS FOR PAVEMENT THE SECTION. 4 GRADE ADJUSTMENT 8" PRECAST REINFORCED 00 -J _iii1 7 0 FLAT TOP 3. TOP SLAB AND/OR FRAME ADJUSTMENT. MIN. 5" MIN.-; 0000 MORTAR FOR ALL DRAINAGE STRUCTURES A MAXIMUM OF 6 INCHES OF BRICK AND 0 0 ALL JOINTS MORTAR OR A MAXIMUM OF 2 INCHES OF MORTAR ALONE SHALL BE USED 09D -.66�0 IN/ FOR TOP SLAB AND/OR FRAME & GRATE ADJUSTMENT. FOR ADJUSTMENTS -SQ BACKFILL NTH NYSDOT 00 MORTAR SEAL PIPE OVER 6 INCHES AND NOT TO EXCEED 12 INCHES, PRECAST CONCRETE 00 ITEM #203.07 SELECT 48 PROVIDE V OPENINGS. ADJUSTMENT ELEMENT(S) MANUFACTURED IN ACCORDANCE WITH NYS-DOT .1 HEIGHT OF RISER OR 48"0 (TO EXTENSION SAME GRANULAR FILL SECTIONS MAY VARY CONNECTION INSIDE & OUTSIDE. C) 2C11 STANDARD SPEC SUB-SECTION #706-04 SHALL BE USED; A MAXIMUM OF D SIZE AS SEWER COMPACTED IN 6" LIFTS FROM 1' TO 4' 0 18" SUMP 2 INCHES OF MORTAR SHALL BE ALLOWED ON BOTH THE TOP AND BOTTOM D 0 LO 60, LONG SWEEP WYE (MIN) leo 6" ENVELOPE OF THE PRECAST DEVICES. BRICK SHALL BE PRECAST PAVERS 00 4 SEWER - SEE UTILITY PLAN CONFORMING TO NYS-DOT STANDARD SPEC SUB-SECTION #704-13 AND B LEAD FLOW MORTAR SHALL BE MORTAR FOR CONCRETE MASONRY CONFORMING TO FOR SIZE AND MATERIAL x, �x GRANULAR SUBBASE COMPACTED SUBGRADE 0 6" CRUSHED STONE 4. MANHOLE STEPS SHALL BE REQUIRED IN ALL DRAINAGE STRUCTURES DEEPER THAN 4 FEET. STEPS SHALL CONFORM TO NYS-DOT STANDARD 6- NYSDOT ITEM 304.03 FLOW FLOW SPEC SUB-SECTION #725-02. PRECAST REINFORCED COMPACTED IN PLACE WITH A VIBRATORY MECHANICAL TAMPER IN LIFTS 5. BASE OF PRECAST CATCH BASIN SHALL REST ON BASE MATERIAL z 7 DUMPSTER PAD AND ENCLOSURE CONCRETE BASE UNIT NOT TO EXCEED 6" AT A TIME. < \,C902J SCALE: NITS 6" COMPACTED 6. TRENCH SIDES SHALL CONFORM TO NYS DEPT OF LABOR AND OSHA TYPICAL SEWER CLEANOUT NYSDOT #2 STONE SAFETY REGULATIONS. r3 0 \,C902 Uj SCALE: NTS K'5 PRECAST DRAINAGE STRUCTURE (CB AND D \,C902 0 z SCALE: NTS C d C Uj < (.) 0 ry Z lf)� UNPAVED PAVED 0 z SEE SPECIFICATIONS LL 0 FOR FINISH GRADE -PAVING AND SUB-BASE MATERIAL AS SPECIFIED (D Z (DZ (D EXISTING GRADE z D z BACKFILL WITH 0 SUITABLE MATERIAL (NYSDOT ITEM 203.07) NOTES: SELECT GRANULAR FILL (NO AGGREGATE COMPACTED IN 6" LIFTS TO LARGER THAN 4') 90% STANDARD PROCTOR 1. SHEETING, WHEN REQUIRED, TO BE CUT OFF AT LEAST 5 FEET BELOW STREET AND A MINIMUM OF 1 FOOT ABOVE TOP OF PIPE. WOOD B SHEETING DRIVEN BELOW MID-DIAMETER OF THE PIPE SHALL BE LEFT B TABLE NO. 1 IN PLACE. STEEL SHEETING DRIVEN BELOW MID-DIAMETER MAY BE COMPACTED BEDDING WITHDRAWN IF APPROVED IN WRITING BY THE ENGINEER. FOR PVC PIPE MATERIAL ALL SHEETING DRIVEN BELOW MID-DIAMETER SHALL BE LEFT IN PLACE. 0 0 C) LU PIPE SIZE (IN.) 'A' (FT.) 2. NIEN APPROVED BY THE ENGINEER FOR PIPES OTHER THAN PVC a) 8-12 0.7 X� z SELECTED GRAVEL FILL MATERIAL MAY BE USED FROM MID-DIAMETER 15-18 0.8 OF PIPE TO 12" ABOVE TOP OF PIPE. NO STONES LARGER THAN 2 24-30 1.0 INCHES IN ANY DIMENSION WILL BE PERMITTED IN THIS AREA 36-48 1 1.5 12" MIN. DATE: 06/17/2020 (SEE NOTE 2) 3. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE 48-72 2.0 SAME AS IF LOCATED UNDER PAVEMENT (EXCEPT FOR PAVEMENT PROJECT: NC: 20-1872 'Re, 1�0 COMPACTED CRUSHED STONE SECTION). OTHER: SEWER OR DRAIN PIPE A.S.T.M. DESIGNATION D448 PLACED 4. BEDDING MATERIAL FOR PVC PIPE SHALL MEET THE REQUIREMENTS OF DRAWN BY: AGAINST UNDISTURBED SIDES AND BOTTOM ASTM D2321 CLASS I OR CLASS 11 EMBEDMENT MATERIALS. OF TRENCH (SEE NOTE 2) SITE DETAILS 40 6" MINIMUM WWMHEN 'A' MINIMUM, SEE IN ROCK TABLE 1, COMPACTED- A UNDISTURBED EARTH BEDDING MATERIAL A EXCAVATION IN LEDGE- -EXCAVATION IN EARTH rm, 45-%PVCBEND 1 41 \0<//,\ X/ X TYPICAL SEWER AND DRAIN TRENCH �C902j SCALE: NTS C902 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 G or 7* 60 G 12- 12- C —X" EXPANSION JOINT MIN MIN MIN F- Architecture L11 Planning ��EXPON JOINT EXPANSION JOINT Interior Design 619 W. State Street ............. .............. co Ithaca, New York 14850 PO RUNNING SLOPE F71 RAMP 1:12 LANDING CROSS SLOPE EXPOSED FACE C*4 LEVEL LANDING RAMP RUNNING SLOPE EXPOSED FACE PERFOOT 132 E.Jefferson Street CONSTRUCTION JOINT Li AT CORNER 1:12 AT CORNER Syracuse, New York 13202 DEEP) NIIIIII I p 607 273 7600 www.holt.com I F1 "7r- LU I x X� x RAIL TO BE CONTINUOUS x x x > W7— NI x _7- 01:D( TINUOUS 0c::))(D 00 AROUND CORNER RAIL TO BE CON 0 00 '000 0 CD 00 0 00( It (0 0 - CEO 0 0 IVOOP2) 000 0 ITOOFM; 000 0 C� lof "(0 "p 0� 0) - .9 0-.091-0M.N. - AROUND CORNER I �i--89110 -11F 0 oeoc OF0 z 0 0 00 0 00 —6x6x10/10 WWF F F 6x6x1O/1O WWF (Do C)c #4 0 24- OC #4 10 24" OC CD 0 0 \_6" COMPACTED TYPE 2 0 (_ 0.9 EACH WAY 6" COMPACTED TYPE 2 09. EACH WAY 00 0 GRAVEL SUBBASE 00 0 GRAVEL SUBBASE 0 0 CONSTRUCTION JOINT RAIL SUPPORT POST SPACING PER 0.0 00 PC), A_ A DEEP) MANUFACTURER REQUIREMENTS 0 . 0 CAST—IN—PLACE 4000 PSI 09 %000P.C3 50 po �-O-po- CAST—IN—PLACE 4000 PSI CONCRETE STAIRCASE CONCRETE STAIRCASE R R R -f-8"-'K SECTION A—A SECTION B—B 0 OC 0�0 00 0 ')o "0 0 0 0�0 0\ 0 0 0� 0 C: 0 24 00og 0 0 0 �0 0 0 .0 0_ 4 C) i W 0 AY 0 EJ4 00" 00.. 00 .00, P., 0 NAPIERALA RAIL TO BE CONTINUOUS CONSULTING AROUND CORNER PROFESS!ONAI.ENGINFF'R,R(I -_T9 IT z L i I I kkRING SITI� - D ISIGN - IM;IN T1 1 11( FAYHTTI:STRE1,.T j\1'\Nf'.1us,N1 IV YORK 13104 RAIL TO BE CONTINUOUS 5'± 5' cmaij:MN APG&N APC0N.00A1 _y Pli:(315)682-5580 FAX:(315)682-5544 E AROUND CORNER —Y2" EXPANSION JOINT —Y2" EXPANSION JOINT PROJECT No.20-1872 E 12" 40 e�_8" (36- MIN REQ'D)— REVISION SCHEDULE 27'—10"' 11, — # NAME DATE RAMP RUN 0 TOWN SITE PLAN 06/17/20 5' SUBMISSION 1 REVISE PER TOWN 10/01/21 COMMENT 20 39" (o 2 REVISE PER TOWN 02/21/22 12"—'(36- MIN 9" COMMENT z!Z!Z!: AMP RUNNING SLOPE CROSS SLOPE PER FOOT LUI LUI LUI U1 x-I x -X 000 0(, 0000 0 0000 00 0 00 IT— 0 50()0 000 00 ------ 6" COMPACTED TYPE 2 ------- 00 CID GRAVEL SUBBASE (D D D 10 0 .. CROSS SLOPE 0 00 LO LO C14 P #4 BA� 00 RAMP MUNNING SLOPE #4 BAR _7 ERFOOT CAST—IN—PLACE 4000 PSI 1:12 a=fl 1 CLEAR CONCRETE STAIRCASE WWF NA > 0, 0 c?"Oao N 000 ':�Ooao-�07- D 0 0 0 U 0 F-1 _U — — — — — — — — — 0 . 00 0(::)C) C) 0 0 00 ) 00 00-0(�)-� 6" COMPACTED TYPE 2 L — — — — — — — — — — — — 00 .0 GRAVEL SUBBASE -I z C-4 T#4 BAR CAST—IN—PLACE 4000 PSI < 1" CLEAR —6x6x10/10 WWF CONCRETE STAIRCASE 0 28'-61- Uj RAMP RUN C SECTION C—C C Uj < (.) 0 ry Z 0� RAILINGS ON BOTH SIDES OF ,,—STAIRCASE IN COMPLIANCE NTH 0 0 >— NOTES ADA REQUIREMENTS z 1. ALL RAMP AND RAILING CONSTRUCTION MUST COMPLY WITH THE LATEST ADA 8'-3- ILL ACCESSIBILITY STANDARDS. 0 2. HANDRAILS ARE TO BE INSTALLED ON BOTH SIDES OF THE RAMP AS SHOWN ON THE DETAIL. Z (D 3. HANDRAILS ARE TO BE CONTINUOUS. IF THE HANDRAILS ARE NOT CONTINUOUS, THEY C) Z Z SHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP AND BOTTOM OF THE RAMP #4 NOSING REBAR SEGMENT AND SHALL BE PARALLEL WITH THE FLOOR OR GROUND SURFACE. 1" CLEAR TYP. 04 EXPANSION JOINT I CONCRETE PAD AT 0 RAMP LANDING 4. THE GRIPPING SURFACES SHALL BE CONTINUOUS. t-11 t :� I ENTRY DOOR Ir " LW 5. THE TOP OF THE HANDRAIL GRIPPING SURFACES SHALL BE MOUNTED BETWEEN 34 LU 4 U 4 4 INCHES AND 38 INCHES ABOVE RAMP SURFACES. A LOWER HANDRAIL GRIPPING —0 0 v. 0 cav Z�9 9.0a02 6:2, -0F00 T.§Z.OD'��_'x 90'co� '(t�00 7.00-7160 9.�-01-900 B SURFACE SHALL BE MOUNTED BETWEEN 24 INCHES AND 27 INCHES ABOVE THE RAMP 0 6006 0 B SURFACES. 0 _1 0 6. ENDS OF HANDRAILS SHALL BE EITHER ROUNDED OR RETURNED SMOOTHLY TO THE b000 0 0 00 FLOOR. 0 0 ��00 Uj 000 7. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. #3 x 3'-0" 0 24" OC AT SLAB ON GRADE 00 8. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OR A HANDRAIL OR GRAB BAR 0 10 to 00 C)o SHALL BE 1Y4 INCHES TO 1Y2 INCHES, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT O'o?2 0 GRIPPING SURFACE. E 00 DATE: 06/17/2020 9. A HANDRAIL OR GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT 0 PROJECT: NC: 20-1872 0' 00 0 SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A 4 000 #4 0 24- OC 6" COMPACTED TYPE 2 0 GRAVEL SUBBASE OTHER: MINIMUM RADIUS OF )6 IN. 0 00 10. RAMPS AND LANDINGS WITH DROP—OFFS SHALL HAVE RAILINGS 12 INCHES FROM THE 0 0 00 EACH WAY DRAWN BY: RCI DROP—OFF TO PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. 0 0 CAST—IN—PLACE 4000 PSI 4 C� 0 000 C, CONCRETE STAIRCASE 00 SITE DETAILS 09 0(:D0(::) cc:�' 0 0 0.oop� 68000 4,' ,)C,o 0 0 0 0 0q 0 0 0 0 0 0 0 —0" 0 24" OC 0 0 -Mo 0 0 0 0 0(::DD� #3 x 4' A 00C AT SLAB ON GRADE A EXPANSION JOINT 7,_1 0"_1 f 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 C903 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 50' EROSION CONTROL NOTES EROSION AND SEDIMENT CONTROLS 1. STABILIZATION PRACTICES (TEMPORARY) 8. THE OPERATOR SHALL HAVE A "QUALIFIED PROFESSIONAL" CONDUCT SITE INSPEC11ONS FOLLOWING THE FILTER CLOTH a) TEMPORARY SEEDING AND PLANTING OF ALL UNPAVED AREAS WHEN CONSTRUCTION ACTIVITY HAS CEASED, COMMENCEMENT OF CONSTRUCTION. A "QUALIFIED PROFESSIONAL" IS A PERSON KNOWLEDGEABLE IN THE OR WILL CEASE, IN AN AREA FOR 14 DAYS. SEEDING MIXTURES AND APPLICATION RATES ARE LISTED ON PRINCIPLES AND PRACTICE OF EROSION AND SEDIMENT CONTROLS, SUCH AS A LICENSED PROFESSIONAL 50' MIN SHEET C100. ENGINEER, CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL (CPESC), OR SOIL SCIENTIST. G b) MULCHING EXPOSED AREAS. 0z G c) FREQUENT WATERING TO MINIMIZE WIND EROSION DURING CONSTRUCTION. 9. DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. 2. STABILIZATION PRACTICES (PERMANENT) SYMBOL a) LAND CLEARING AC11MIlES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND 10. REPORT TO NYS DEC WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC 12' MIN ONE WAY Architecture SHALL PROGRESS AS EARTHWORK IS NEEDED. 24' MIN TWOWAY 12' 2"X4" WOOD FRAME b) PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS. HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE MIN Planning EVENT. THE FOLLOWING EVENTS REQUIRE 24 HOUR REPORTING: A) ANY UNANTICIPATED BYPASS WHICH 3. STRUCTURAL MEASURES TEMPORARY EXCEEDS ANY EFFLUENT LIMITATION IN THE PERMIT, B) ANY UPSET WHICH EXCEEDS ANY EFFLUENT LIMITATION IN FABRIC a. STABILIZED CONSTRUCTION ENTRANCE: AT THE ENTRANCE TO THE ALL DISTURBED AREAS FROM AN THE PERMIT, AND C) A VIOLATION OF A MAXIMUM DAILY DISCHARGE LIMITATION FOR ANY OF THE POLLUTANTS 0 Z 18" MAX Interior Design EXISTING ROADWAY A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED. THE PURPOSE OF THE LISTED BY THE EPA IN THE PERMIT TO BE REPORTED WITHIN 24 HOURS. THE WRITTEN SUBMISSION MUST CONTAIN A DESCRIP11ON OF THE NON-COMPLIANCE AND ITS CAUSE; THE PERIOD OF NON-COMPLIANCE, 619 W. State Street STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO THE STAKE PUBLIC RIGHT-OF-WAY. INCLUDING EXACT DATES AND TIMES, AND IF THE NON-COMPLIANCE HAS NOT BEEN CORRECTED, THE Ithaca, New York 14850 ANTICIPATED 11ME IT IS EXPECTED TO CONTINUE; AND STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND 1. STONE SIZE USE 2- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. b. SILT FENCE: SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN . THE FABRIC PREVENT RECURRENCE OF THE NON-COMPLIANCE. 132 E.Jefferson Street SHALL MEET THE SPECIFICATIONS NOTED ON THE DETAILS UNLESS OTHERWISE APPROVED BY THE Syracuse, New York 13202 APPROPRIATE EROSION AND SEDIMENT CONTROL PLAN APPROVAL AUTHORITY. SUCH APPROVAL SHALL NOT 2. LENGTH - NOT LESS THAN 50 FEET. CONS11TUTE STATEWIDE ACCEPTANCE. 11. RELEASES OF HAZARDOUS SUBSTANCES OR OIL IN EXCESS OF REPORTABLE QUANTITIES (AS ESTABLISHED UNDER c. DUST CONTROL: DUST CONTROL IS THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. p 607 273 7600 www.holt.com THE PURPOSE IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES 40 CFR 110, 40 CFR 117 OR 40 CFR 302) MUST BE REPORTED. FORM G-1 PROVIDES FURTHER DETAILS ON 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. THE NOTIFICATION AND REPORTING PROCESS. THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH HAZARDS, AND TRAFFIC SAFETY PROBLEMS. 4. WIDTH - 24 FEET MINIMUM. 4. STRUCTURAL PRACTICES (PERMANENT) INSPECTION AND MAINTENANCE REPORT FORMS 5. FILTER CLOTH - WILL BE PLACED OVER THE EN11RE AREA PRIOR TO PLACING OF STONE. BURIED FABRIC ONCE INSTALLATION OF ANY REQUIRED OR OPTIONAL EROSION CONTROL DEVICE OR MEASURE HAS BEEN DROP INLET (12- BELOW GRADE) F a. LAND GRADING: PERMANENT RESHAPING OF THE EXISTING LAND SURFACE BY GRADING IN ACCORDANCE IMPLEMENTED, AN INSPECTION SHALL BE PERFORMED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUC11ON WITH GRATE F WITH AN ENGINEERING TOPOGRAPHIC PLAN AND SPECIFICATION TO PROVIDE EROSION CONTROL AND SHALL BE PERFORMED BY A QUALIFIED PROFESSIONAL. THE FORMS FOUND IN THIS SWPPP SHALL BE USED BY THE ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE VEGETATIVE ESTABLISHMENT ON DISTURBED, RESHAPED AREAS. INSPECTORS TO INVENTORY AND REPORT THE CONDITION OF EACH MEASURE TO ASSIST IN MAINTAINING THE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5. SEQUENCE OF MAJOR ACTIVITIES EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE ABOVE LISTED EROSION AND SEDIMENT THESE REPORT FORMS SHALL BECOME AN INTEGRAL PART OF THE SWPPP AND SHALL BE MADE READILY DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED CONTROL PRACTICES. THE CONTRACTOR MAY DESIGNATE THESE TASKS TO CERTAIN SUBCONTRACTORS AS IS ACCESSIBLE TO GOVERNMENTAL INSPECTION OFFICIALS, THE OPERATOR'S ENGINEER, AND THE OPERATOR FOR REVIEW SEEN FIT, BUT THE ULTIMATE RESPONSIBILITY FOR IMPLEMENTING THESE CONTROLS AND ENSURING THEIR UPON REQUEST DURING VISITS TO THE PROJECT SITE. IN ADDITION, COPIES OF THE REPORTS SHALL BE PROVIDED IMMEDIATELY. NMI I W) DRIVE STAKES PROPER FUNCTION REMAINS WITH THE CONTRACTOR. THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: TO ANY OF THESE PERSONS, UPON REQUEST, VIA MAIL OR FACSIMILE TRANSMISSION. INSPECTION AND MAINTENANCE 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED NTH STONE AND A MIN. OF 18" BELOW GRADE a) INSTALL STABILIZED CONSTRUCTION ACCESS. REPORT FORMS ARE TO BE MAINTAINED BY THE PERMITTEE FOR FIVE YEARS FOLLOWING THE FINAL STABILIZATION WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. OF THE SITE. GATHER EXCESS b) INSTALL STABILIZED STAGING AREA. ATCORNERS 9. PERIODIC INSPEC11ON AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. c) INSTALL PERIMETER SILT FENCE, SECURITY FENCE, AND INLET PROTEC11ON IN THE LOCATIONS SHOWN ON THE PLAN. NAPIERALA d) INSTALL NEW SANITARY SEWER TREATMENT AND ABSORPTION SYSTEM WORKING FROM ABSORPTION BED OTHER RECORD-KEEPING REQUIREMENTS CONSTRUCTION ENTRANCE CONSULTING UPSTREAM TO NEW CONNECTION AT EXISTING BUILDING. STABILIZE (TOPSOIL, SEED, AND MULCH) THE CONTRACTOR SHALL KEEP THE FOLLOWING RECORDS RELATED TO CONSTRUCTION ACTIVITIES AT THE SITE: PROFFISSIONAl.FINGINFF'R,R(l \C904J SCALE: NTS SITI� - DFISIGN - kNGIN'kkRING ABSORP11ON BED IMMEDIATELY UPON COMPLETION. 110 FAYHTTI:STRE1,.T e) SITE PREP NEW PARKING LOT AREA. - DATES WHEN MAJOR GRADING ACTIVITIES OCCUR AND THE AREAS WHICH WERE GRADED CONSTRUCTION SPECIFICATIONS j\l,\Nuus,NiAx YORK13104 f) INSTALL UNDERGROUND STORMWATER DETEN11ON SYSTEM. - DATES AND DETAILS CONCERNING THE INSTALLA11ON OF STRUCTURAL CONTROLS cmail:MN APG&N APCON.(,()'J\l - DATES WHEN CONSTRUCTION ACTIVITIES CEASE IN AN AREA 1. FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR Pli:(315)682-5580 FAX:(315)682-5544 g) CONSTRUCTION OF NEW PARKING LOT (GRADING, BASE, AND BINDER) - DATES WHEN AN AREAS IS STABILIZED, EITHER TEMPORARILY OR PERMANENTLY SHORT TERM APPLICATIONS. PROJECT No.20-1872 E h) MASS GRADING (CUT AND FILL) BUILDING PAD AREA. - DATES OF RAINFALL AND THE AMOUNT OF RAINFALL 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS E I) BUILDING FOUNDATION EXCAVATION. - DATES AND DESCRIPTIONS OF THE CHARACTER AND AMOUNT OF ANY SPILLS OF HAZARDOUS MATERIALS SIGN TO INDICATE ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. j) PARKING LOT GRADING AND STABILIZATION. - RECORDS OF REPORTS FILED WITH REGULATORY AGENCIES IF REPORTABLE QUANTITIES OF HAZARDOUS LOCATION OF WASHOUT AREA 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. REVISION SCHEDULE k) UTILITY INSTALLATIONS (INCLUDING STORM DRAIN INLETS AND INTERCONNECTING PIPE NETWORK). INSTALL MATERIALS SPILLED STORM DRAIN INLET PROTECTION AS STRUCTURES ARE COMPLETED AND BROUGHT TO GRADE. E BERM TO SURROUND 10 mils PLASTIC METAL WITH A MINIMUM LENGTH OF 3 FEET. # NAME DATE 1) CONCRETE SITE WORK. EROSION CONTROL NOTES PERIMETER SHEETING LINER 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 0 TOWN SITE PLAN 06/17/20 m) REMOVE STORM DRAIN INLET PROTECTION FROM STRUCTURES WITHIN PAVEMENT JUST BEFORE PAVING GROUND SURFACE MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED SUBMISSION OPERATIONS. 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY z WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 2 1 REVISE PER TOWN 10/01/21 n) PAVING. GOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED SWPPP 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND COMMENT o) DEEP RIPPING OF NON-PAVED AREAS AS REQUIRED (NON-PAVED AREAS THAT HAVE BEEN COMPACTED DRAWINGS DURING CONSTRUCTION OPERATIONS. BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND 2 REVISE PER TOWN 02/21/22 DURING CONSTRUCTION VIA CONSTRUCTION TRAFFIC). 12" MAIN FRAME. COMMENT T! WN 2. NO LAND CLEARING OR GRADING SHALL BEGIN UN11L THE APPROPRIATE EROSION CONTROL MEASURES HAVE p) FINAL GRADING, SEEDING, AND PLANTING. STORM DRAIN INLET PROTEC ON WITHIN LA AREAS IS TO REMAIN UNTIL STABILIZATION HAS OCCURRED. BEEN INSTALLED. z 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. q) REMOVE SILT FENCE ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE STABILIZED. MAINTENANCE ANSPECTION PROCEDURES 3. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS OF FINAL GRADING. 8' X 8' MIN MAXIMUM DRAINAGE AREA 1 ACRE THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT 4. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED. OR AS REQUIRED TO CONTAIN WASTE CONCRETE CONTROLS AND STABILIZATION MEASURES. (D D 5. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE A WEEK. NOTES: Lb D 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS 6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. FILTER FABRIC 00 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER EROSION CONTROL NECESSARY PRECAU11ONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 2. LINER SHALL BE PLAS11C SHEETING WITH A MINIMUM THICKNESS OF 10 mils WITH NO HOLES OR TEARS, AND ANCHORED BEYOND THE TO OF THE PIT WITH AN EARTHEN BERM, SAND BAGS, STONE, DROP INLET PROTECTION MEASURES ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. 7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. OR OTHER STRUCTURAL APPURTENANCE EXCEPT AT THE ACCESS POINT. r3 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF 3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND \I 9 0 4j SCALE: NTS THE FENCE. 8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE ELSEWHERE AS NECESSARY TO CLEARLY INDICATE LOCATION OF CONCRETE WASHOUT AREA TO 1%ft.0001 INSPECTION. OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. z 4. SILT FENCES WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY 4. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. 9. IF INSTALLA11ON OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. ENDS SHALL BE COVERED WITH FILTER FABRIC. < 5. ACCUMULATED SEDIMENT SHALL BE REMOVED AND STABILIZED WHEN THE CAPACITY OF ANY SEDIMENT AND 5. AT THE END OF CONSTRUCTION. ALL CONCRETE SHALL BE REMOVED FROM SITE AND DISPOSED OF EROSION CONTROL MEASURE HAS REACHED 50% OF DESIGN CAPACITY. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH AT AN ACCEPTED WASTE SITE. 6. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZA11ON MEASURES WILL BE INSPECTED FOR BARE PERMANENT SOIL STABILIZATION. 6. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND 0 Uj SPOTS, WASHOUTS, AND HEALTHY GROWTH. 11. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE NEW YORK STANDARDS AND SPECIFICATIONS FOR MULCHED OR OTHERWISE STABILIZED. 7. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT FORMS EROSION AND SEDIMENT CONTROL. CONCRETE WASHOUT AREA 0 z C TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. \,C904 d C SCALE: NTS Uj < () 0 DIEWATERING CONCRETE BLOCK ry z SYMBOL z > ILL �7 I C3 1 DRIVEN MINIMUM 0 qocl�2 1 0 WOVEN WIRE FENCE ?b 16" INTO GROUND a ll�P�4?o 40 -�F� 6�2 ab I C3 C3 13 0 (MIN 102 GAUGE, MAX 6- MESH SPACING) CONSTRUCTION SPECIFICATIONS Z (D Z (D --,-2:1 SLOPE 10' MAX O.C. GRAVEL FILTER STONE & BLOCK PLAN VIEW WIRE SCREEN 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS Z D z TEMPORARY SIDE FOR DEWATERING. FOUNDA11ON SHALL BE 2 INCHES POSTS: STEEL, EITHER "T" OR "U" TYPE OR SEDIMENT POOL MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE 2" HARDWOOD DEWATERING PLACED AGAINST INLET FOR SUPPORT. FENCE: WOVEN WIRE, 14 1/2 GAUGE, 6" MAX. 2. HARDWARE CLOTH OR 1/2- WIRE MESH SHALL BE PLACED MESH OPENING 12" MIN OVER BLOCK OPENINGS TO SUPPORT STONE. 0 B UNDISTURBED GROUND 24" MAX to B FILTER CLOTH: FILTER X., MIRAFI 10OX, STABILINKA 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER T140N OR APPROVED EQUAL PLACED 2 INCHES BELOW TOP OF THE BLOCK ON A 2:1 0 0 C) SLOPE OR FLATTER. WOVEN WIRE FENCE WITH PREFABRICATED UNIT. GEOFAB, ENVIROFENCE, OR APPROVED DROP INLET LU FILTER CLOTH OVER-� z EQUAL 2r' WITH GRATE 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF UNDISTURBED SEDIMENT THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH z 0 STONE AS SHOWN ON THE DRAWINGS. FLOW 04�GROUND 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO TEMPORARY STONE & BLOCK DETAIL DATE: 06/17/2020 FENCE POSTS WITH WIRE TIES OR STAPLES. SEDIMENT POOL MAXIMUM DRAINAGE AREA 1 ACRE EMBED FILTER CLOTH__/-' 16"MIN 2. FILTER CLOTH IS TO BE FASTENED SECURELY TO WOVEN 3-1 SLOPE WIRE MESH PROJECT: NC: 20-1872 MIN. 6" INTO GROUND U 00 12" MIN (OPTIONAL) WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND XI 51-0 0 19 OTHER: PE 0 OR)OO 12 MID SECTION. 24" MA cy, D 5 t =gBe�'� ollm 1 00 2:1 SLO 'r-, MEN 0 0 0 0 0 001. i/''!"1 N BY: IRCI 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH - - - - 0 �6 < DRAW OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES FINE GRAVEL FACE:// < AND FOLDED. (12- MIN THICKNESS) 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND 3" STONE SITE DETAILS LL MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE "DOUGHNUT" DETAIL SILT FENCE. A A STONE AND BLOCK 4 SILT FENCE K"I INLET PROTECTION 1% - �C904/ SCALE: NTS \,C904/ SCALE: NTS C904 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 LAYOUT ELEVATIONS 49 STORMTECH SC-740 CHAMBERS MAXIMUM GRADE(TOP OF PAVEMENT/UN PAVED-1010.10 ALLOWED): 1008.40 ITEM ON 1007.70 LAYOUT RT 14 STORMTECH SC-740 END CAPS MINIMUM GRADE�BUN�FAVEDFNO TRAFFIC-1003.6 LOLO. .0 PARTTYPE DESCRIPTION INVE ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS �L__ - W W A�EOF L T_10 E G 25 STONE ABOVE(in) MINIMUM GRADE EXIBLE FAVEMEN VVEU): 1005.33 24"BOTTOM PREFABRICATED END CAP,PART*SC740EPE24BR PLUS CONNECTIONS G 6 STONE BELOW(in) PREFABRICATED END CAP A 999.7 < r1_ z TOP OF STONE: 1002.60 AASHTO MATERIAL 9 40 STONE VOID TOP OF SC-740 CHAMBER�.......................... 1002.10 N-12 PIPE B 24"ID N-12 WATER-TIGHT PIPE STUB(±14 INCHES LONG)WITH WATER-TIGHT COUPLING 999.7 Cb MATERIAL LOCATION DESCRIPTION COMPACTION DENSITY REQUIREMENT 00 NSTALLED SYSTEM V_9L_UME(CF) BOTTOM OF SC-740 CHAMBER: 0 LU 0 CLASSIFICATIONS 9 Ui 0 PREFABRICATED END CAP C 12"TOP PREFABRICATED END CAP,PARTM SC740EPE12T,PLUS CONNECTIONS I y , 222 L) 5184 (PERIMETER STONE INCLUDED) 50TTOM OF STONE: 999!�102 0 L) 0 999.7 C\j z < I FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE TOP OF THE'C' C4 Z < iii (COVER STONE INCLUDED) 0 0� m PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED 0 - 11� a: N-12 PIPE D 12"ID N-12 WATER-TIGHT PIPE STUB(±27 INCHES LONG)WITH WATER-TIGHT COUPLING 1000.64 C\j 0 L) z LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS. C4 < 0 0 'z Architecture ,(BASE STONE INCLUDED) 0 D N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND d -- 0 187 EA F 12'x12" MANIFOLD TEE E 12"FABRICATED"WATER TIGHT""BELL END"SINGLE MANIFOLD,PART#: 1251AN65B PLUS > 0 0 GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE'D' CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. > < 0 1 !S�S R 'S ) < 0 PREPARATION REQUIREMENTS. LU - 1EL E I T 77 SYSTEM PE ME ER CONNECTIONS 1000.64 UJI LAYER. 12"90'BEND F 12"FABRICATED"WATER TIGHT""BELL-BELL"90o MANIFOLD BEND,PART#: 1298AN65BB 0f 0-1 Planning 0 I-_ 0 PLUS CONNECTIONS 1000.64 0 x AASHTO M1451 BEGIN COMPACTIONS AFTER 12"(300 mm)OF MATERIAL OVER 0 N-12 PIPE G 12"ID N-12 WATER-TIGHT PIPE STUB(±77 INCHES LONG)WITH WATER-TIGHT COUPLING 0 z GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35%FINES OR A-1,A-2-4,A-3 THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 0 z Interior Design 1000.64 0f INITIAL FILL:FILL MATERIAL FOR LAYER'C'STARTS FROM THE TOP OF THE fy_ 0 zii PROCESSED AGGREGATE. 6"(150 mm)MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR EMBEDMENT STONE('B'LAYER)TO 18"(450 mm)ABOVE THE TOP OF THE N-12 PIPE H 12"ID N-12 WATER-TIGHT PIPE STUB(±91 INCHES LONG)PLAIN-END 1000.64 C OR WELL GRADED MATERIAL AND 95%RELATIVE DENSITY FOR 619 W. State Street CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C' L) , W I MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS PROCESSED AGGREGATE MATERIALS.ROLLER GROSS Ithaca, New York 14850 Uj LAYER. .. LU INSPECTION PORT 1 4"SEE DETAIL(TYP OF 3 LAYER. AASHTO M431 VEHICLE WEIGHT NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC W 0 1- 0 < 3,357,4,467,5,56,57,6,67,68,7,78,8,89,9,10 FORCE NOT TO EXCEED 20,000 Ibs(89 kN). < x 1 132 E.Jefferson Street < EMBEDMENT STONE:FILL SURROUNDING THE CHAMBERS FROM THE AASHTO M431 < z z Syracuse, New York 13202 B CLEAN,CRUSHED,ANGULAR STONE NO COMPACTION REQUIRED. FOUNDATION STONE(W LAYER)TO THE'C'LAYER ABOVE. 3,357,4,467,5,56,57 Z. 68.1' z p 607 273 7600 www.holt.com z 5 z z z z Z. FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO AASHTO M431 0 .2F .2 Z. A CLEAN,CRUSHED,ANGULAR STONE PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 0 Z. 7.1'--, 7. 39.6' 0 X THE FOOT(BOTTOM)OF THE CHAMBER. 3,357,4,467,5,56,57 OX IL �,m 0- �o D .0 .0 PLEASE NOTE: U) U) 00 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORWLOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH AVIBRATORY COMPACTOR. uj IL F Ix >0 >0 F z 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR z COMPACTION REQUIREMENTS. Eu D LO D A > z< > .1 1 W ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL W O� AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYE PAVEMENT LAYER(DESIGNED < I I I I BY SITE DESIGN ENGINEER) Z, C 0. 6 61 41 61 61 61- - - 10 ST 16 0 Z. Z. - 0 .2 BOTTOM OF FLEXIBLE PAVEMENT.FOR UNFAV 8. Z 00 z OCC PERIMETER STONE INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY Eo�UR, G 4'0 PRECAST MANHOLE 18" NAPIERALA 01 � 0 0 C (450 mm)MIN* MAX (SEE NOTE 5) RIM=1 006.0 INCREASE COVER TO 24"(600 (2.4 m) 6"(150 mm)MIN W 0 1 0 �7)A INV OUT=999.7 (24 CONSULTING INV OUT=1000.6 (12-) V�)v, I f 3: -, TIROFI�SSIONAL FNGINNFFR,P.C. INV IN=999.7 0 01 EXCAVATION WALL(CAN ro__), I I - 01. z BE SLOPED OR VERTICAL) _0 Z< SITF - DYSIGN - FNG,1NFFR1NG, 0 30" 0�� < ,< 110 FA YJ�171�STREJ�T 01 (760 m z M) < 16 MANI,itis,N im YORK 13104 J. M, a afl:NL1NAP(&,NAP(.0N.00j%1 0 zj; A 00 0 X Z z -1872 E E PROJECT No.20 < DEPTH OF STONE TO BE DETERMINED < f2 f2 ST 18 0 1 11 11 1 BY SITE DESIGN ENGINEER 6"(150 mm)MIN 0 SC-740 6" �o z - - - ,A 4'0 PRECAST OUTLET CONTROL 12"(300 mm)MIN 51 (1295 mm) 712-(300 mm)TYP 12" SICPP RIM=1006.2 > 1 END CAP SUBGRADE SOILS (150 mm)MIN (SEE NOTE 4) -1 C"I REVISION SCHEDULE < INV=999.7 INV OUT=999.6 z 10 co z I Z'I" 0 'It 0 INV IN=999.7 < co 2F. I'_ D # NAME DATE X Z T 2F. 3" ORIFICE AT 1000.6 CONTROLS W ['� W XZ 0. 0. Z)0 m �z 0 Z) co �z 0 0 TOWN SITE PLAN 06/17/20 FLOW OUT OF STRUCTURE CO -I -I z x z x 0. NOTES: <1�- SUBMISSION CD CD 0 1 0 0 z 0 0 z 0? z 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 'O_jO �(D <Z 1 REVISE PER TOWN 10/01/21 Z Z b-I <.(-D 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". .(D COMMENT NOTE 6 X. 13 X. z < 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 < ui 2 REVISE PER TOWN 02/21/22 ISOLATOR ROW (SEE DETAIL) DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM z CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. z COMMENT A TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. BE NECESSARY TO CUT AND COUPLE ADD11IONAL PIPE < 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: < < z z TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. < Z TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS. Z NO WOVEN GEOTEXTILE 'Z . TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". zm 00 z 00 . TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 IL LBS/IN/IN.AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73-F 23-C),CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW BED LIMITS SHEET , SHEET 2 OF 5 COLORS. 3 OF 5 C:) D Lb D SC-740 TECHNICAL SPECIFICATION CID NTS Z z z < W 0 w 0 90.7"(2304 mm)ACTUAL LENGTH 85.4"(2169 mm)INSTALLED LENG y , TH () 0 SC-740 CHAMBER z< z < LU f� C4 Z < Uj GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE - x T_ 1. <- BUILD ROW IN THIS DIRECTION 0 x T_ 0 z C4 z 8'(2.4 m)MIN WIDE 0 -1 0 > COVER ENTIRE ISOLATOR ROW PLUS WITH ADS OPTIONAL INSPECTION PORT I > 0 c) < 10 Lu < O� () 2: 7: x z L: 0 0 STORMTECH HIGHLY RECOMMENDS Df z z FLEXSTORM INSERTS IN ANY UPSTREAM C) STRUCTURES WITH OPEN GRATES �P F- START END ;;1 6 1-1 W F- 0 > 0 CL 1 0 CIL, < _\�OVERLAP NEXT CHAMBER HERE < Uj I A!I I 1,1, 1 1 1 SC-740 END CAP I W W 0 �O < > (OVER SMALL CORRUGATION) CATCH BASIN 1. A z z OR z 5. 0 z 0 z z N, z MANHOLE 0 .2 Z. 0 .0 .0 "A" Qf r,, C wx w ,,x U) _1 SUMP DEPTH TBD BY W U) W 0 SITE DESIGN ENGINEER 0 W Uj < z 8 Ix Ix i1i� j IL (24"[600 mm]MIN RECOMMENDED) >0 >0 I < < 24' (600 mm)HDPE ACCESS PIPE REQUIRED ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN 29.3" 30.0" H Z. 16 USE FACTORY PRE-FABRICATED END CAP z T FOUNDATION STONE AND CHAMBERS (744 mm) (762 mm) wz �0 Z WITH FLAMP PART#:SC740EPE24BR ry 5'(1.5 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS T_ x 0 >- z ww SC-740 ISOLATOR ROW PLUS DETAIL 0 3: 12.2" 51.0" 0 x (1166 mm) U_ NTS (310 mm) 45.9" (1295 mm) w, 0 > > Lij 00 W 80 (D O� NOMINAL CHAMBER SPECIFICATIONS 0., x<� I x H SIZE(W X H X INSTALLED LENGTH) 51.0"X 30.0"X 85.4" (1295 mm X 762 mm X 2169 mm) < J, Z, z 0 CHAMBERSTORAGE 45.9 CUBIC FEET (1.30 ml) 0 111 INSPECTION & MAINTENANCE z I zw 12"(300 mm)MIN WIDTH 0 w 2 MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 ml) .2 z� Z. z WEIGHT 75.0 Ibs. (33.6 kg) o STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT z w w w CONCRETE COLLAR NOT REQUIRED 2 wo A A wo *ASSUMES 6"(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS "o A. INSPECTION PORTS(IF PRESENT) -1 _j FOR UNPAVED APPLICATIONS r) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN CONCRETE COLLAR 'o A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED 8"NYLOPLAST INSPECTION PORT 0,0 A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG 0 1: PAVEMENT BODY(PART#2708AG41PKIT)OR x z< A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) a 0 0 TRAFFIC RATED BOX WISOLID _w Z,<< 1< A.5. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. 0 01 v,b 1,�, LOCKING COVER z wo 0 B. ALL ISOLATOR ROWS w X,z< x< B co B wo wo B REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE CONCRETE SLj PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" X FL x I, Aw I) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 0 zo 00 PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" 0a m 11 Tw 0,13 4"(100 mm) w 6"(150 mm)MIN THICKNESS SDR 35 PIPE C z PRE-CORED END CAPS END WITH"PC" ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 0 0 C) 4"(100 mm)INSERTA TEE B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. '1 �p N J'A N N,�/,Ij TO BE CENTERED ON PART# STUB A B c < Uj 00 _0 0 00 CORRUGATION CREST Ix Ix w� SC740EPE06T/SC740EPE06TPC 18.5"(470 mm) --- wIL STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS w STORMTECH CHAMBER 6"(150 mm) 10.9"(277 mm) z A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED 0(0 01 SC740EPE06B/SC740EPE06BPC --- 05�(13 mm) > > 0 X� 0 SC740EPE08T/SC740EPE08TPC 16.5"(419 mm) --- 0 B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN -M, C. VACUUM STRUCTURE SUMP AS REQUIRED Z 8"(200 mm) 12.2"(310 mm) Z Ow SC740EPE08B/SC740EPE08BPC --- 0.6"(15 mm) �x <T rl- <T 1�2 0 2E xz SC740EPE1 OT/SC740EPE1 OTPC 14.5"(368 mm) --- 2i 0 It DATE: 06/17/2020 LU XZ STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. LU - 0.- 10"(250 mm) 13.4"(340 mm) ow Dom 1z SC740EPE10B/SC740EPE10BPC --- 0.7(18 mm) Dom �zo Of of C0 Of Of M -1 ZIX ZX STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. <1�- SC740EPE12T/SC740EPE12TPC 12.5"(318 mm) --- < ow PROJECT: NC: 20-1872 0 0 C):j 0 300 MITI) 14.7"(373 mm) :] ,w z 12" 1.2"(30 mm) z _j CD SC740EPE12B/SC740EPE12BPC --- C? OP 0 <Z < �t T w OTHER: 1,/Q, V(,), IV j Ivj //I SC740EPE1 5T/SC740EPE1 5TPC 9.0"(229 mm) --- Z /"�I, 'T, 15"(375 mm) 18.4"(467 mm) 0 NOTES w I z <w SC740EPE15B/SC740EPE15BPC 1.3"(33 mm) X DRAWN BY: RCI w 6 A 1171A SC740EPE1 8T/SC740EPE1 8TPC 5.0"(127 mm) x 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS 18"(450 mm) 19.7"(500 mm) 2Ei L z SC740EPE18B/SC740EPE18BPC --- 1.6"(41 mm) z OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. w w w X NOTE: SC740EPE24B* 24"(600 MITI) 18.5"(470 mm) --- 0.1"(3 mm) .1 �O INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST. <01 < < SITE DETAILS 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF z M, 0 < o I x Z_ z, THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT xz 1-888-892-2694. w XZ .0 z 00 W 9 T IL 4" PVC INSPECTION PORT DETAIL I Ix FOR THE SC740EPE24B THE 24"(600 mm)STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75"(44 mm). < I It,w A (SC SERIES CHAMBER) SHEET BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. SHEET A NTS 4 OF 5 NOTE:ALL DIMENSIONS ARE NOMINAL 5 OF 5 PC v C905 2 3 1 4 5 6 7 8 9 10 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 "__�AGIP L_ __j IMAXIMUM DRAINAGE AREA - 24' HDPE ACCESS RISERS G _ 7046' 106' A VK G BETAIL X IN GALVANIZED 'A TO 1X IN STONE MATCH TOP STUB INVERT 2 -�7/ 'r TOP C AM I MATCH OUTLET STUB INVERr HARDWARE CLOTH VITH ORIFICE INVERT 36' Architecture 2 sAw TOOTH HDPE WEIR PLATE IN Planning �A S E DIMENT C H A MBER 131L CHAMBER OUTLEr ORIFICE 0 SEDIMENT CHAMBER NONWOVEN GEOTEXTILE 3 OIL CHAMBER 8' HDPE STAND PIPE, -T� c Interior Design 12, -1 WELD STAND PIPE TO TOP T REDUCING PLATE OF PIPE DIANDER AND ATTACH E DMEASURED FR13N CHAMBER ID 619 W. State Street ) I 'I'D ORIFICE INVERT NON-SHRINKING CEMENT 2LI STIFFENER PLATE TO REDUCING Ithaca, New York 14850 V/INLET STUB PLATE (SEE DETAIL) 12' REDUCING PLATE W/,. STUB MORTAR PLACED ALL 12" SICPP OUT J AROUND PIPES DRir'ICE AND I9U7LE1 OF STRUCTURE 132 E.Jefferson Street SAW TOUT14 HDPE WEIR PLATE INV=999.6 Syracuse, New York 13202 �SEE DETAXL� HOPE INVERTED WEIR PLATE 14T,33' (SEE PETAIL) p 607 273 7600 www.holt.com 212, NDPE INVERTED 12" SICPP INTO PLAN Z CUT AWAY VIEW STRUCTURE WEIR PLATE ................................................. 236' U FULL STICK OF PIPE) ....................... FOR. OIL CHAMBER INV=999.6 FMODEL # MAIN PIPE TREAT. SIEVE INLET STUB UTLET STUB ORIFICE DIA. A a C FRAME & COVER SHALL BE a e-6" -Y4 IN HARDWARE CLOTH F DIA. FLOW RATE SIZE DIA. DIA. 8' N-12 STAND PIPE EAST JORDAN IRON WORKS No. 6" 1322 & 1322A (MARKED t TO 1Y2 IN STONE 4220WCIAXX 1.75 CIS 140 42- 12- 1 12- "STORM") OR EQUAL BUTYL ROPE SEALANT BETWEEN INLET GRATE PRECAST CONCRETE SECTIONS, TYP XLBENOTES A BY-PASS SIZE OF 15*, 18', 24", 30". 36'. 42*. 48". OR 60" 21.11, NONWOVEN GEOTEX11LE XX 00 DENOTES UNITS W/OUIT A BY-PASS. 48"0 TOP OF WEIR WALL 6" OVERLAP WIRE TIES REDUCING PLATE WELDED STIFFENER PLATE PROVIDE STEPS INV=1004.0 NAPIERALA 1. ALL, DIMENSIONS ARE NOMINAL DISPERSION BAFFLE DETAIL 16" O.C. MAX J I CROSS SECTION CONSULTING 1 ALL F1TnNG CONNECTIONS WILL BE (TOP VIEW) Yo ORIFICE IN WEIR WALL PROFESSIONAI.EN(31NI,'F'R,R(I MADE USING A SI'MDARD BELL/BELL INV=1000.6 SYH� - DFISIGN - 1�'NGINP,kRING OR SPLIT COUPLER 110 FAYHTTI:STRE1,.T XL�Nt,ius,NiAx�'ORK 13104 1 3 IFORMATTING UPDATES AND RENAMED TJR 02/17/16 CONSTRUCTION SPECIFICATIONS cmaij:MN APG&N APC0N.00_j\1 I REV. DESCRIPTION MM/DD/YY I CHKID 12" SICPP IN PH:(315)682-5580 FAX:(315)682-5544 ADVANCED DRAINAGE SYSTEMS, INC. (-ADS-) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS CKS 12" SICPP OUT 1. USE NONWOVEN GEOTEXTILE. PROJECT No.20-1872 E DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN 10/26/06 INV=999.6 INV=999.6 E SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS 20ft WQU 4640 TRUEMAN BLVD -- N I I PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL PRODUCT DETAIL HILLIARD, OHIO 43026 2. LIFT GRATE AND WRAP NTH NONWOVEN GEOTEX11LE TO COMPLETELY REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS in - - PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICA13LE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE ADNRCM DIIAIKAM SYSM6.INC. NTS COVER ALL OPENINGS. SECURE WITH WIRE TIES AND SET GRATE BACK IN DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DRAWING NUMBER- STD-501 OF- PLACE. REVISION SCHEDULE GROUT KEYS NTH NON-SHRINKING 3. PLACE CLEAN % TO 1h INCH STONE OR EQUIVALENT RECYCLED # NAME DATE CEMENT MORTAR AND APPLY THICK COAT CONCRETE 6 INCHES THICK ON THE GRATE. 0 TOWN SITE PLAN 06/17/20' Total Drainage Area Tributary to Practice(A) 3.818 acres Time of Concentration,tc,is 34.4 minutes OF ASPHALT WATERPROOFING COMPOUND 4. STORM DRAIN INLET PROTECTION REQUIRES FREQUENT MAINTENANCE. SUBMISSION REMOVE ACCUMULATED SEDIMENT AFTER EACH RAIN EVENT TO MAINTAIN 1 REVISE PER TOWN 10/01/21 Total Impervious Areas(AJ)=0.730 acres From Table 4-1 of the SCS TR-55,the initial abstraction,L,for a watershed with a curve nu FUNCTION AND AVOID PREMATURE CLOGGING. IF INLET PROTECTION DOES COMMENT of 87 is 0.299. NOT COMPLETELY DRAIN WITHIN 24 HOURS AFTER A STORM EVENT, IT IS 2 REVISE PER TOWN 02/21/22 0 730 ac CLOGGED. WHEN THIS OCCURS, REMOVE ACCUMULATED SEDIMENT AND COMMENT R, 0.015 +0.9 la 0.299 CLEAN, OR REPLACE GEOTEXTILE AND STONE. G'818 ac) = - P 1.00 Rv 0.222 la Peak RunofifRate During WQ,Event P = 0.299 OUTLET CONTROL STRUCTURE (ST 18) AT-GRADE INLET PROTECTION The SiMplified Peak Flow Estiinating Metbod outlined in Appendix 13.2 of the Storml Using the Ia/P and the time of concentration, the unit peak discharge, qu, is found to III csm/in(from Exhibit 4-11,TR-55). \,C906 SCALE: NITS \,C906 Design Manual was used to calculate the peak rate of runoff during the water quality evi SCALE: NTS DCN = 1000 The peak rate of runoff is then calculated using the following formula: Lo D Qp qu x A x WQv 10+ Sp+ 10Q- 10�Q2 + 1�2SQP 00 Where, Where, CN= the computed runoff curve number Qp=the peak discharge,in cfs P= rainfall,in inches(use the 90%rainfall event for the Water Quality Storl q,=the unit peak discharge,in cfs/mi2/inch Q= runoff volume P Rv),in inches A=drainage area,in square miles(acres/640) >_ WQv=water quality volume,in watershed inches(P Rv) z P= 1.00" CSM 3.818 acres Qp 400 -- x - x (0.22 1.00) Rv = 0.22 in 640 ac < 1000 mi2 C) CN = 10 + (5 - 1,00) + (10-0.22 - 1�00 10V(0�22 . 1.00)2 + 125(0.22 - 1�00 - 1.00) Qp 0.52 cfs Uj CN = 87 C ADS WATER QUALITY PRETREATMENT UNIT. 0 z C \,C9061 SCALE: NTS Uj < (.) 0 17 7-1 ry Z 0� LEI�AGIP WOODEN STAKE 0 LL [MAXIMUM DRAINAGE AREA = 1 ACREI 1",_ 0 LAWN/DISTURBED AREA Table 5.1 - Compost Sock Fabric Minimum Specifications Table (D Z (DZ (D ..................................................... PAVED AREA Mu1tj.�FjbM0j1 I' I Mull- Material Type 3 mit 110PE s MR 110PE swil 110YE Polypropylene Filament PolyprogyIene z INLET GRATE (MFPP) (1,11)MFPP) Z -7 CONSTRUCTION SPECIFICATIONS material ac"t"t'r"-` Photodegrada- Photodegrada- Biodegradable Photodegrada- Photodegradable 0 1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 5.1. COMPOST SHALL _Istics ble ble ble 12" 12" 12" 12" FILTER SOCK MEET THE STANDARDS LISTED ON OF TABLE 5.2. 12" 181, 181, 18" 18" J 2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. $Ock Diameter$ 181, 24" 24" 24" 24" 0 B 32" 32" 32" 32" B T\ T\ T\ 3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. M"h Opening 3/8" 3/8" 3/8" 3/8" 1/8" 0 0 C) 4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF Tonsl 11 1 11 It.,I St,r t,o I g I It I h 26 psi 26 psi 44 psi 202 psi Uj ....1_____'_' I THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE Ultraviolet Stability 100%at 1000 MANNER DESCRIBED ELSEWHERE IN THE PLAN. %Original Strength 23%atIO00hr. 23%atIO00hr. 100%at 1000 hr. hr. (AS717M(;-1,55) 5. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S Minimum Functional 6 months 9 months 6 months I year 2 years SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. Longievity DATE: 06/17/2020 PLAN CUT AWAY VIEW 6. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PROJECT: NC: 20-1872 2%2" WOODEN STAKES PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S Table 5.2 - Compost Standards Table OTHER: RECOMMENDATIONS. ..1.1......................... I......................... DRAWN BY: RCI COMPOST FILTER SOCK Organic matter 25%-100%(dry weight) 7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCKS, STAKES content SHALL BE REMOVED AND THE SOCK REMOVED. Organic lvition Fibrous and elongated SITE DETAILS ri pi'l 6.0-8.0 Moisture content 30%-60% A A INLET GRATE Particle size 100%passing a I"screen and 0 1 10-50%passing a 3/8"screen Z soluble 6411 5.0 dS/m(mmhos/cm)maximum M Concentration r4 PAVED SURFACE INLET PROTECTION �,C906 ') SCALE: NTS CROSS SECTION C906 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 75 2 4 5 7 10 ---------------------------- ----------------------------- n LO CIO G G N Architecture CD ------------------ ----------------- 77-7 77777777= .................................................................. Planning r LO Interior Design TOILET F 011-1 STORAGE/ 619 W. State Street (0 STORAGE LAUNDRY Ithaca, New York 14850 132 E.Jefferson Street CLASSROOM Syracuse, New York 13202 EXISTING F 0 3-07 p 607 273 7600 www.holt.com CLASSROOM —STORAGE U TOILET T I DN Sim..................................I IL EXISTING CORRIDOR 111111111111 11117 ME 2223111111111E WARNING: It is a violation of New 17E T L -4L- 4-- York State Law for any person, ETAI 1 7 unless acting under the direction of STAFF TOILET a licensed Architect, to alter this n7 0472 nu WORKROOM b42 document in any way. If a document F 0107 bearing the seal of an Architect is CP 0 altered, the altering Architect shall EXISTING affix to such document his seal and CLASSROOM the notation"altered by"followed by F his signature, the date of such E b4 alteration, and a specific description E of the alteration. REVISION SCHEDULE NAME DATE LD)NQ�)H Q H UTILITIES MWEE 00MMEW NOT FOR CONSTRUCTION OR BIDDING ...................................................................................................................... a MULTIPURPOSE D F 160—] C) D KITCHEN LO 1 10 co 31 --------------------------- z LJ ORA, ................................... STORAGE STORAGE TOILET TOILET 'Q: 161 103 VESTIBULE 108 107 �r- 101 'Ell- ILET flijj � 1�O8 -71 El ................................................... _=Mmmr=� COMMUNITY LOBBY C C CORRIDOR CORRIDOR EIOU EMU EM11 L---------- L LIU iiilllm=lllllllllllllillillillillillillilliillillililiiilmllllllliiiiiiiiiiiiiiimmmmtp--4 111111 0 ry TOILETC TOILET �1 �0 TOILET 0 z 121 H LE7T E C:) IL T 1, oil F1 4 �13 F LL� L_L L_L iii�j L-L--- ----L-1 OFFICE F110-1 z (D (D _0 z ^00 z CLASSROOM, LLI COMMUNITY CLASSROOM CLASSROOM TYPICAL CLASSROOM F 1-40 F 12-0 ] F 1-50] 0 C) z B B 0 Uj DIRECTOR W F 1_11 z MEMO, ------------- ----- ----- DATE: 06/15/2020 PROJECT: 18050 OTHER: L DRAWN BY: Author PLAN FLOOR PLAN NORTH FIRST FLOOR PLAN A 1/8" = if-olf _j A 0' 2' 4' 8' 16' AP1 00 1 2 3 4 5 6 7 8 9 10 75 2 4 5 7 10 ---------------------------- ----------------------------- n lr-- LO WOOD SIDING FIBER CEMENT PANELS STOREFRONT STOREFRONT EXISTING VINYL SIDING, TYP G ----------------------------------- 122' -0" C) (N Architecture CD 12" Planning 7 1/2" MECHANICAL Interior Design MEZZANINE 619 W. State Street 1101 -01, Ithaca, New York 14850 (0 132 E.Jefferson Street S yracuse, New York 13202 ....................... ......- ................................... .................................. 607 273 7600 www.holt.com P FIRST FLOOR 100 y F F ............... ............... ............... CF� EAST ELEVATION 1/8" 1 1-011 FIBER CEMENT PANELS WARNING: It is a violation of New York State Law for any person, STANDING SEAM METAL unless acting under the direction of a licensed Architect, to alter this WOOD SIDING document in any way. If a document EXISTING VINYL SIDING, TYP bearing the seal of an Architect is altered, the altering Architect shall T.O. ROOF d affix to such document his seal and ..................... 1 22' 0" the notation"altered by"followed by his signature, the date of such alteration, and a specific description E of the alteration. E REVISION SCHEDULE MECHANICAL NAME DATE MEZZANINE 1101 -01, LD)NQ�)H Q H MWEE 00PNEW ..................... ..................... .......... NOT FOR CONSTRUCTION OR BIDDING 1� FIRST FLOOR 3�� -11,11,111,111,111,11'll""I'll""I'll",'ll""I'll""II.... ...................................................................................................................... 1001 -01, D C) D NORTH ELEVATION Z Lo D2 0 11-011 1"18" 00 D CEMENT PANELS SPANDREL PANELS f (P STOREFRONT z T.O. ROOF WOOD SIDING 122'-0" 12" 12" C? 3" 51/2 MECHANICAL CY) C MEZZANINE —LO- C 17 ry Z 00 0 0 z (Ah FIRST FLOOR W7—iou-o" z (D (D Z 0� z WEST ELEVATION — Uj 1/8" 11-011 FIBER CEMENT PANELS 0 C) 0 B STANDING SEAM METAL z C) B WOOD SIDING EXISTING VINYL SIDING, TYP 0 LU c) T.O. ROOF W 122'-0" z C) U S') 7............ ------------------------------------------------------------------------------------- ------------------------------------- --------------------------------- ----- ------------------------------------------------- - 2" REVEAL BETWEEN EDGE OF CANOPY AND STEP IN DATE: 06/15/2020 WALL TRANSITION FROM WOOD TO METAL PANEL PROJECT: 18050 (TYPICAL) MECHANICAL OTHER: MEZZANINE DRAWN BY: AFD --------------- - - - - - - - 1101-0�11 -----7 ELEVATIONS A A FIRST FLOOR 100,-011 ,) SOUTH ELEVATION 1/811 = 1 1-011 A201 2 3 4 5 6 7 8 9 10 TOWN�� DEPARTMENT OF PLANNING 215N. Tioga8t14850 007.273.1747 PLANNING DEPARTMENT MEMORANDUM TO: Planning Board Members FROM: Christine Ba|estra, Planner DATE: March %9, %O22 RE: Proposed modifications to Town Code §270-186-Site Plan Requirements Please find materials related to the proposed modifications toTown Code §270-185- site plan requirements. Planning staff hopes to engage the board in a discussion about the proposed modifications at the April 5, 2022, meeting. The attachments include: l. An excerpt from the Town of Ithaca Code (Zoning, §270-186) that lists existing site plan submission requirements. This provision is specifically for applicants who wish to appear before the Planning Board for site plan approval.The attachment includes cross-referencing in blue text, so board members can compare the existing language to proposed language in the second attachment described below. 2. A revised Town Code §270-186 that modernizes the submission requirements to comply with current standards and presents the requirements in a more readable format. The proposed provisions also cross-reference items with the existing |3vv (via red text). Planning staff administers the existing law provisions on behalf ofthe Planning Board. Staff assists applicants through the site plan review submission and approval process and provides the law to potential applicants in checklist format. Over the years, mapping standards, technology, and site plan submission processes have changed but the site plan submission language has not. As a result, planning staff has needed to cross off old and outdated items on the submission checklists and explain to applicants that they should not follow the provisions tOthe letter (e.g, there are no noy|3r Or vellum maps 8nynoOre). Finally, the town is currently updating it5xveb5ite so that it is easier for residents tOfind meeting information, application forms, and other town documents. Among the Other reasons listed, now is the perfect opportunity to upload revised site plan submission requirements and updated forms to the new xvebsite. Please call noeat (5O7) 27S-l747or email noeat if you have any questions prior to the meeting. Att. Existing Law § 270-186. Site plan requirements. The site plan shall include the following items, and such additional items as may be reasonably requested by the Planning Board in order to fully and adequately review the application for approval of the site plan or other permit or authorization being sought, which requirements may be articulated on one or more checklists supplied to applicants for site plan approval or modification. Without limiting the authority of the Planning Board or other reviewing board of the Town with respect to additional items, the minimum items to be included are set forth below with respect to each type of site plan being reviewed. Corresponding proposed modifications/comments are cross-referenced in blue: A. Sketch plan requirements. The sketch plan shall include: (1) General location in the Town of the proposed development. (1) (2) Approximate boundaries of parcel(s) involved. (2) (3) Existing land use and proposed land use. (3) (4) Approximate location of existing and proposed buildings or other significant structures. (4) (5) Approximate location of adjacent or nearby highways. (5) (6) General topography of project area. (6) (7) General indication of potentially significant natural or cultural features on or adjacent to the site (e.g., wetlands, creeks, steep slopes or historic structures). (7) (8) Existing land uses of immediately adjacent properties. (3) (9) Written explanation of the character and purpose of the proposed development including the type and density of development, water and sewer systems proposed, and general timetable for the development. (8) B. Preliminary site plan requirements. The preliminary site plan shall include: (1) Name and address of all owners of the property and name and address of all persons who have an interest in the property, such as easements or rights-of-way. (5) (2) Key map, when more than one sheet is required to present site plan. (3) (3) Vicinity map showing the general location of the property, one inch = 1,000 feet or one inch=2,000 feet. (4) (4) Name of project, which shall not duplicate the name of any other project or subdivision in the county. (2) (5) Name and seal of each registered land surveyor(s), engineer(s), architect(s) or landscape architect(s) who prepared any of the site plan materials, including the topographic and boundary survey, drainage plans, etc. (1) :l § 270-186 § 270-186 (6) Date of site plan and any related documentation, and dates of any applicable revisions. (2) (7) Map scale (one inch= 50 feet or one inch= 100 feet) in bar form and North point. (2) (8) Name of Town, county, and state. (2) (9) Exact boundary lines of the tract, indicated by a heavy line, showing location and description of all monuments, giving property metes and bounds to the nearest 1/10 foot, angles to the nearest minute, and at least one bearing. (5) (10)Location of any natural and cultural features within and immediately adjacent to the site including but not limited to streams, lakes, floodplains, ponds, wetlands, structures or sites listed, or eligible for listing, on the state or national registers of historic places, woodlands, brushlands, significant natural habitats, rare plants, viewsheds and unique natural areas, or other features pertinent to review of the proposed project. (5) (11)Location, size, and use of all existing structures, parking areas, access drives, off-street loading areas, signs, lighting, pedestrian or bicycle facilities, landscaping, and other existing features pertinent to plan review. (5) (12)Location, size, proposed use, design, and construction materials of all proposed structures, including floor plans, elevations from all four sides of all significant structures showing exterior configuration, dimensions, finishes, fenestrations, colors and other usual building details. (6 & 8) (13)Location,design, dimensions and construction materials of all proposed roads, sidewalks, bike paths, parking areas, fences, retaining walls, and screening. (6) (14) Size, location,height, design, and construction materials of all proposed signs and exterior lighting, including type of lighting fixtures and amount and area of illumination of any proposed lighting. (6 & 12) (15)Location, design, and construction materials of all proposed pedestrian and bicycle facilities. (6) (16)Landscaping plan and planting schedule showing locations, species, and size of proposed plantings, and existing landscaping to be retained, including also location and proposed design of any buffers. (6 & 11) (17)Location, design, and construction materials of all proposed water and sewage facilities. (10) (18)Locations of any existing or proposed fire and other emergency zones, including the location of fire hydrants. (10) (19)Location, name, and dimensions of each existing highway and alley and each utility, drainage, or similar easement within, abutting, or in the immediate vicinity of the proposed project site. (5 & 10) :2 (20)Existing and proposed site topography represented by contour lines with intervals as required by the Planning Board, but not to exceed five feet, including a grading plan describing the volumes of cut and fill materials and their composition, and including elevations of proposed buildings, signage, lighting, and other features. (9) (21)Drainage plan, showing of existing and proposed drainage patterns, including a description of method used for analysis, the calculation of drainage area above point of entry for each watercourse entering or abutting the site, and proposed method of on- site retention if required, and details of any drainage improvements to be made. Generally the method of analysis shall be approved by the Director of Engineering and shall assume that, unless the Planning Board determines otherwise for good cause shown, that the rate of surface and subsurface run-off from the project site will not increase during or after construction of the project. (9) (22)Border-lines bounding the sheet, one ifieh fFem the le#edge and 1/2 ineh fFeM eaeh the ethef edges. All feEtttifed > ifielttdi..41 seals, „f,.,n do shall be within the bef:def:l fies (Delete- border lines are standard these days) (23) the,.,..,,pef:ty i the,.r-ojo t (This seems like it's only a subdivision issue -when would we need this for a site plan review?) (24) The plan and p-fefile of eaek pfoposed highway in the development,with gr-ade yei4ieal, on standar-d plan and p-fefile sheets. Pf:efiles shall show aeeti-Fately the p-fOfile of the highway &F alley along the highway eentef line and leeation of the sidewalks, 41 (condensed to 6d) (25)Reference on the site plan to any separate instruments, including restrictive covenants, which directly affect the land in the project. (6) 500 feet of the pef:ifneter-betifidafy of the site, ineltiding owners of easements &F rights . (Delete-the town has provided this information on behalf of applicants as a courtesy for 30+ years) to the Planning T2e.,f (Delete-listed on the "Development Review Application" form that the Planning Department provides to applicants) (29) Three dar4 line pf:ifits of the proposed site plan and 25 eopies of all sheets of the pf:epesed site plan in-Fedueed fafmat (fie lar-gef than I I inehes by 17 inehes)and eopy (Delete - digital copies of materials now required by county and state referral agencies. Number of paper copies are constantly in flux. Staff can provide applicants with current# paper copies needed) (29)A certificate signed by the owner and,if applicable, any contract vendee to the effect that i) the owner owns the land, ii) the owner or contract vendee caused :3 § 270-186 § 270-186 the land to be surveyed and the site plan to be prepared, iii) the owner (or, if applicable, the contract vendee) agrees to construct the project in the manner represented by the finally approved site plan and all related approved application documents, and iv) the owner(or, if applicable, the contract vendee)makes any dedications indicated in any of the site plan documentation and agrees and guarantees to construct any required infrastructure elements set forth on the finally approved site plan. (14) (30) Where required by Town Code Chapter 228, a stormwater pollution prevention plan or erosion and sedimentation control plan meeting the requirements of Chapter 228. [Added 2-11-2008 by L.L. No. 4-2008] C. Final site plan requirements. The final site plan shall include: (1) All of the items set forth above for preliminary site plan approval, modified if necessary to comply with any conditions imposed as part of the preliminary site plan approval process. (1) (2) One original set of the final site plan drawings on Mylar, vellum or paper, signed and sealed by the registered land surveyor(s), engineer(s), architect(s) or landscape architect(s) who prepared the site plan materials, to be retained by the Town, and two sets of paper copies of the final site plan drawings. (2) (3) Reeo,.a of.,,..,..lie do fe-F and appfeval st t„s of all neeessmy permits fr r, eei4i eate of eemplianc. [Afneadcd 5 12 2014 by-fh.h. o.9 2014] (Revise or delete- as written, this is unhelpful and vague. It's a catch-all that is often added to PB resols just in case there's an approval/permit we didn't think of at the time. Trying to track project conditions before C/O if they aren't specific enough has been a source of confusion for decades) (4) Design development drawings for all buildings and construction details of all other proposed structures, roads, water/sewer facilities, and other improvements, including, but not limited to, specifications for water lines, including locations and descriptions of mains, valves, hydrants, appurtenances, etc., and profiles and specifications for sanitary sewers and storm drainage facilities, including locations and descriptions of pipes, manholes, lift stations, and other facilities. (3) (5) A eeftifieate signed and sealed by the fnei4gagee(s), if any, to the effeet that hvwir-ai3lrt the cis�; t,; f t, fv a t careations c^mdrisn�Etieir ivwirvtrvizcrcaccrcv on the s;�r(Delete- we have never needed or asked for this in at least 30 years) :4 i i to Town Code §270-186 - Draft 1 for PB Review 4-5-22 § 270-186. Site plan requirements. The site plan shall include the following items, and such additional items as may be reasonably requested by the Planning Board in order to fully and adequately review the application for approval of the site plan or other permit or authorization being sought,which requirements may be articulated on one or more checklists supplied to applicants for site plan approval or modification. Without limiting the authority of the Planning Board or other reviewing board of the Town with respect to additional items, the minimum items to be included are set forth below with respect to each type of site plan being reviewed. Corresponding existing provisions/comments are cross-referenced in red texts A. Sketch plan requirements. The sketch plan submission(s) shall include: (1) General project narrative that describes the project and explains the purpose of the project, including the type and density of development, water and sewer systems proposed, and general timetable for the development. (9, slightly modified) (2) General location map of the proposed development in the town. (1) (3) A drawing that shows: a) Approximate property boundaries of parcel(s) involved. (2) b) Existing land use of property and immediately adjacent properties. (combined 3 and 8) c) Approximate locations of existing buildings and structures (accessory buildings, walls, fences, parking areas, etc.). (4) d) Approximate location of adjacent or nearby highways. (5) e) General topography of project area. (6) f) Location of potentially significant, natural or cultural features on or adjacent to the project site (streams, wetlands, ponds, slopes,historic structures, etc.). (7, slightly modified) (4) A drawing that shows the proposed land use of the property with proposed buildings and structures. (combined 3 and 4) B. Preliminary site plan requirements. The preliminary site plan submission(s) shall include: (1) Detailed project narrative that explains the project and any attachments, plans, and reports accompanying the submission. (2) Drawings that are clear, legible, accurate, and contain the name and seal of the licensed land surveyor, engineer, architect, and/or landscape architect who prepared the materials and are associated with the project. (5, slightly modified) (3) Drawings must contain the project title and address, with town, county, and state, north arrow, preparers name and address, and dates (including revision dates). Map scale should be no less than 1 inch=20 feet, or at a scale that provides proper readability and corresponds to a ratio on a US engineering scale. (combined 4, 6, 7, and 8, modified) 2 (4) Key map, when more than one sheet is required to present site plan. (2) (5) Context/Vicinity map showing the general location of the property. (3, modified) (6) Site survey/existing condition plan that shows: a) Name and address of all owners of the property (1) b) Exact boundary lines of tract, indicated by a heavy line (9, modified) c) Easements and names of easement owners (1, 19) d) Rights-Of-Way (ROWs) and owners of the ROW(s) (1) e) Existing buildings and all other structures on the property (1 I f) Existing parking areas, including number of parking spaces (11) g) Existing streets, driveways, loading areas, sidewalks, and curb cuts (1 1) h) Existing bicycle and pedestrian facilities (11) i) Existing hydrologic and topographical features, including drainage and runoff patterns, flood hazard areas, streams*, slopes, ponds, and wetlands (10) *site plan applications should show the approximate limits of any streams regulated by the Town Stream Setback Law,ifproject limits fall within 100'of the outer edge ofstream setback zone 2. See§270- 219.S D(13) j) Existing lighting and signage (1 1) k) Existing woodlands,brushlands, significant habitats and rare plants (10) 1) Existing known cultural features, structures or sites listed(or eligible for listing) on the State or National Registers of Historic Places (10) m)Existing Unique Natural Areas on or adjacent to the project site (10) (7) Site plan that shows the location of a) Property lines with dimensions and area, including property lines of adjacent properties (9) b) Proposed easements (new) c) Identification of any buildings or structures to be removed. (new) d) Proposed buildings and other structures (accessory structures, dumpsters, fences, walls, etc.) (12, modified) e) Proposed streets, driveways, sidewalks, trails, and curb cuts, with appropriate profiles (13, modified) f) Proposed on site circulation, including parking spaces (numbered, with dimensions noted),bicycle and pedestrian facilities, loading areas, stacking spaces with dimensions and setbacks (13, 15, modified) g) Proposed landscaping and planting plans, including proposed buffers (16, modified) h) Location of proposed site signage, with setbacks (directional signs, freestanding signs, etc.) (14, modified) i) Location of proposed outdoor lighting (14, modified) j) References to any separate instruments, including restrictive covenants, that directly affect the land in the project(25) (8) Building elevations that include: a) Scaled elevation drawings of all existing structures to remain (new) b) Proposed building architectural elevations with dimensions, including maximum height above grade (12) c) Rendered elevations showing all facades keyed to building materials (1 2) d) Proposed building materials and colors (12) e) Rooftop equipment and mechanicals (12) f) Schematic floor plans, including square footage (12) (9) Grading & drainage information that includes: a) Existing and proposed contours at five (5) foot contour intervals and spot elevations (20, modified) b) Limits of grading, description of cut and fill information (volumes, fill material composition) (20) c) Stormwater Pollution Prevention Plan (SWPPP), pursuant to Town Code Chapter 228, including location of erosion/sediment control structures and other stormwater management measures (21, modified & 30) d) Existing trees (species and caliper noted) to remain and existing trees proposed to be removed (16) (10) Utility information that includes: a) Location of existing utilities, including size and flow direction of sewers, water supply lines, and culverts (19, modified) b) Location of proposed utilities, including size and flow direction of sewers, water supply lines, and culverts (17, modified) c) Location of existing and proposed fire hydrants (18) d) Location of existing and proposed electric, gas, and telephone lines and appurtenances (transformer boxes, valves, etc.) (new) (11) Landscaping/planting information including: a) Location and type of existing vegetation (16) b) Planting schedule, including type and quantity of proposed plant materials (common and botanical names),root specifications and size at time of planting. No invasive plants permitted (16, modified) (12) Signs & outdoor lighting information including: a) Proposed size, location, height, design, and construction materials for all proposed signs (note whether internally or externally illuminated) (14, modified) b) Lighting contours, photometrics, and lighting specification sheets for all outdoor lighting (14, modified) c) Proposed size, location, height, design, and construction materials for all light fixtures (14, modified) d) Proposed LED color temperature noted on plan (14, modified) (13) Construction staging &related information that shows: a) Construction phasing diagram (new) b) Construction staging plan, including proposed construction fencing, fencing details, and location of stockpile materials and equipment (new) c) Details of proposed tree-protection devices during construction (new) (14) Other information, as applicable: a) A signed Owner's Authorization& Certification Form (29) b) Completion of Energy Code Supplement Compliance checklist (new) c) Completion of Agricultural Data Statement(new) 4 C. Final site plan requirements. The final site plan shall include: (1) Project narrative, explaining any project changes since preliminary site plan approval, and how the materials comply with conditions of preliminary approval. (1, modified) (2) Final site plan drawings, including any required revised drawings that were necessary to comply with any conditions imposed as part of the preliminary site plan approval process. All drawings require the name and seal of the licensed land surveyor, engineer, architect, or landscape architect who prepared the materials and are associated with the project. Drawings must also contain the project title and address, graphic scale, north arrow, preparer's name and address, and date (including all revision dates). (2, modified) (3) Truck routing plans, and any other reports, studies, engineering calculations, documents, or materials that were required to be submitted before consideration of final site plan approval. (4, modified)