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1000-82.-2-3.2
OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 L MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: April 18, 2014 Fie: Proposed Wetland Permit for CUTCHOGUE 6291, LLC; c/o STEPHANIE GUILPIN SCTM# 1000-82-2-3.2 En -Consultants on behalf of CUTCHOGUE 6291, LLC; c/o STEPHANIE GUILPIN requests a Wetland Permit and a Coastal Erosion Permit to construct a 4'x+/-80' timber bluff stairway including 4'x4' entry steps to a 5.3'x12' platform at top of bluff, four 4' wide landings, benches, a 4'x8' platform, and a 3'x3.5' platform with 2.5' wide retractable aluminum stairs at base of bluff within boundaries of 10' wide easement; clear a 5'x+/-353' on -grade pathway over upland portion of property to provide access to stairway; the placement of +/-5,832 linear feet of timber bluff terracing; +/-266 cubic yards of clean fill to be trucked in from an approved upland source; and re -vegetate a +/-12,960 square foot area using native vegetation. Located: 6291 Oregon Road, Cutchogue. SCTM# 82-2-3.2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I All applicants for perm its* including Town of Southold agencies, shall com plete this CCAF for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law. This assessor ent is intended to supplem ent other inform ation used by a Town of Southold agency in m a k in g a d e t e r m in a t i o n o f c o n s i s t e n c y. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listine both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 82 - 2 3.2 PROJECT NAME Cutchogue 6291, LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Construct 4'x+/-80' timber bluff stairway (including 4'x4' entry steps to 5.3'x 12' platform at top of bluff, four 4' wide landings, benches, 4' x 8' platform, and 3' x 3.5' platform with 2.5' wide retractable aluminum stairs at base of bluff) within boundaries of 10' wide easement created by the "Clustered Conservation Subdivision of Oregon Landing II" for the purpose of providing beach access to Lots 1, 2, 3, and 4 (SCTM Nos. 1000-82-2-3.1, 3.2, 3.3, and 3.4); and clear 5' x +/-353' on -grade pathway over upland portion of property to provide access to proposed stairway. Pursuant to the covenanted condition of subdivision approval, implement an erosion control and revegetation plan consisting of placement of +/-5,832 If. of timber bluff terracing, +/-266 cubic yards of clean fill to be trucked in from an approved upland source, and +/-12,960 sf of native vegetation. All such work shall be undertaken in accordance with the engineering plans by Jeffrey T. Butler, P.E., P.C., last dated March 3, 2014. Location of action: 6291 Oregon Road, Cutchogue Site acreage: 187,816 s.f. Present land use: Developed - Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Cutchogue 6291, LLC; c/o Stephanie Guilpin, Managing Member (b) Mailing address: 331 West 84th Street, #4 New York, NY 10024 (c) Telephone number: Area Code 212-580-6502 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency? NYS DEC Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ElNo® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The project is proposed in accordance with and for the purpose of satisfying the covenanted condition of approval of the "Clustered Conservation Subdivision of Oregon Landing Il," i.e., implementation of an erosion control and revegetation plan designed to restore and stabilize the bluff face. The plan calls for placement of renourishment material on the bluff face, which is to be stabilized by structural terracing for the purpose of increasing the probabilities of a more efficient and successful establishment of the renourishment and native plantings proposed to revegetate the bluff face. Thus, consistent with Policy 4. 1, the purpose and anticipated impacts of the project are the protection and restoration of the site's natural protective feature, specifically the vegetative restoration, enhancement, and stabilization of the bluff using a practical vegetative approach without alteration or interference with the natural condition of the shoreline. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable There are no vegetated tidal wetlands located on or adjacent to the site, and the proposed bluff restoration would not be expected to cause any adverse impacts on the adjacent beach, shoreline, or tidal waters of Long Island Sound. The proposed construction sequence calls for the construction of the proposed bluff stairway to be completed prior to the bluff restoration work so that the soils surrounding the stairway location can be replaced, stabilized, and revegetated after the structure is in place. Thus, consistent with Policy 6, there will be no adverse impacts associated with the project that would impair the quality or function of the adjacent ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:]No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The proposed stairway will terminate at the base of the bluff and landward of high water and, consistent with Policy 9, will not preclude or impede public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY r TITLE Coastal Mgmt. specialist DATEMarch 24, 2014 Amended on 811105 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for perm its' including Tow n of Southold agencies, shall com plete this CCAF for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law. This assessm ent is intended to supplem ent other inform ation used by a Town of Southold agency in in a k i n g a d e t e r in i n a t i o n o f c o n s i s t e n c y. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 82 - 2 - 3.2 PROJECT NAME Cutchogue 6291, LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Construct Tx +/-80' timber bluff stairway (including Tx 4' entry steps to 5.3'x 12' platform at top of bluff, four 4' wide landings, benches, Tx 8' platform, and 3' x 3.5' platform with 2.5' wide retractable aluminum stairs at base of bluff) within boundaries of 10' wide easement created by the "Clustered Conservation Subdivision of Oregon Landing II" for the purpose of providing beach access to Lots 1, 2, 3, and 4 (SCTM Nos. 1000-82-2-3.1, 3.2, 3.3, and 3.4); and clear 5' x +/-353' on -grade pathway over upland portion of property to provide access to proposed stairway. Pursuant to the covenanted condition of subdivision approval, implement an erosion control and revegetation plan consisting of placement of +/-5,832 If of timber bluff terracing, +/-266 cubic yards of clean fill to be trucked in from an approved upland source, and +/-12,960 sf of native vegetation. All such work shall be undertaken in accordance with the engineering plans by Jeffrey T. Butler, P.E., P.C., last dated March 3, 2014. Location of action: 6291 Oregon Road, Cutchogue Site acreage: 187,816 s.f. Present land use: Developed - Residential Present zoning classification: R-80 If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Cutchogue 6291 LLC; c/o Stephanie Guilpin, Managing Member (b) Mailing address: 331 West 84th Street, #4 New York, NY 10024 (c) Telephone number: Area Code 212-580-6502 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes N No ❑ If yes, which state or federal agency? NYS DEC Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No N Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The project is proposed in accordance with and for the purpose of satisfying the covenanted condition of approval of the "Clustered Conservation Subdivision of Oregon Landing II," i.e., implementation of an erosion control and revegetation plan designed to restore and stabilize the bluff face. The plan calls for placement of renourishment material on the bluff face, which is to be stabilized by structural terracing for the purpose of increasing the probabilities of a more efficient and successful establishment of the renourishment and native plantings proposed to revegetate the bluff face. Thus, consistent with Policy 4. 1, the purpose and anticipated impacts of the project are the protection and restoration of the site's natural protective feature, specifically the vegetative restoration, enhancement, and stabilization of the bluff using a practical vegetative approach without alteration or interference with the natural condition of the shoreline. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable There are no vegetated tidal wetlands located on or adjacent to the site, and the proposed bluff restoration would not be expected to cause any adverse impacts on the adjacent beach, shoreline, or tidal waters of Long Island Sound. The proposed construction sequence calls for the construction of the proposed bluff stairway to be completed prior to the bluff restoration work so that the soils surrounding the stairway location can be replaced, stabilized, and revegetated after the structure is in place. Thus, consistent with Policy 6, there will be no adverse impacts associated with the project that would impair the quality or function of the adjacent ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. Yes No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The proposed stairway will terminate at the base of the bluff and landward of high water and, consistent with Policy 9, will not preclude or impede public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY &rsl TITLE Coastal Mgmt. specialist DATEMarch 24, 2014 Amended on 811105 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for perm its' including Tow n of Southold agencies, shall com plete this CC A F for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law. This assessm ent is intended to supplem ent other inform ation used by a Town of Southold agency in in a k in g a d e t e r m in a t i o n o f c o n s is t e n c y. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 82 - 2 3.2 PROJECT NAME Cutcho ue 6291 LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Construct 4'x +/-80' timber bluff stairway (including 4'x 4' entry steps to 5.3'x 12' platform at top of bluff, four T wide landings, benches, 4' x 8' platform, and 3' x 3.5' platform with 2.5' wide retractable aluminum stairs at base of bluff) within boundaries of 10' wide easement created by the "Clustered Conservation Subdivision of Oregon Landing II" for the purpose of providing beach access to Lots 1, 2, 3, and 4 (SCTM Nos. 1000-82-2-3.1, 3.2, 3.3, and 3.4); and clear 5' x +/-353' on -grade pathway over upland portion of property to provide access to proposed stairway. Pursuant to the covenanted condition of subdivision approval, implement an erosion control and revegetation plan consisting of placement of +/-5,832 l.f. of timber bluff terracing, +/-266 cubic yards of clean fill to be trucked in from an approved upland source, and +/-12,960 sf of native vegetation. All such work shall be undertaken in accordance with the engineering plans by Jeffrey T. Butler, P.E., P.C., last dated March 3, 2014. Location of action: 6291 Oregon Road, Cutchogue Site acreage: 187,816 s.f. Present land use: Developed - Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Cutchogue 6291, LLC; c/o Stephanie Guilpin, Managing Member (b) Mailing address: 331 West 84th Street, #4 New York, NY 10024 (c) Telephone number: Area Code 212-580-6502 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? • ►/ If yes, which state or federal agency? NYS DEC Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑ Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Nat Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The project is proposed in accordance with and for the purpose of satisfying the covenanted condition of approval of the "Clustered Conservation Subdivision of Oregon Landing Il," i.e., implementation of an erosion control and revegetation plan designed to restore and stabilize the bluff face. The plan calls for placement of renourishment material on the bluff face, which is to be stabilized by structural terracing for the purpose of increasing the probabilities of a more efficient and successful establishment of the renourishment and native plantings proposed to revegetate the bluff face. Thus, consistent with Policy 4. 1, the purpose and anticipated impacts of the project are the protection and restoration of the site's natural protective feature, specifically the vegetative restoration, enhancement, and stabilization of the bluff using a practical vegetative approach without alteration or interference with the natural condition of the shoreline. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable There are no vegetated tidal wetlands located on or adjacent to the site, and the proposed bluff restoration would not be expected to cause any adverse impacts on the adjacent beach, shoreline, or tidal waters of Long Island Sound. The proposed construction sequence calls for the construction of the proposed bluff stairway to be completed prior to the bluff restoration work so that the soils surrounding the stairway location can be replaced, stabilized, and revegetated after the structure is in place. Thus, consistent with Policy 6, there will be no adverse impacts associated with the project that would impair the quality or function of the adjacent ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:]No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The proposed stairway will terminate at the base of the bluff and landward of high water and, consistent with Policy 9, will not preclude or impede public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -de endent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III ---Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable F PREPARED BY Amended on 811105 TITLE Coastal Mgmt. Specialist DATEMarch 24, 2014 0 EN -CONSULTANTS Mark Terry, LWRP Coordinator Planning Board Town of Southold P.O. Box 1179 a _ — '-3) 2, Southold, NY 11971 Re: Oregon Landing II, 6213 and 6291 Oregon Road, Cutchigue Dear Mr. Terry: March 27, 2014 ILL MAR Please fmd attached copies of applications for Wetlands and Coastal Erosion Management Permits and the associated engineering plans depicting a proposed erosion control and revegetation plan, as required by the covenanted conditions of approval of the "Clustered Conservation Subdivision of Oregon Landing II." As we anticipate your review in connection both with the associated LWRP forms and the applicants' intended satisfaction of the subdivision requirement, please let me know if you need any additional information. cc: Elizabeth Cantrell, Board of Trustees iw a �( 4� ' L y oil by K�' -C6nSu.1�,� n4 an 312 g)14 , Res ctfully yours, Robert E. Herrmann Coastal Management Specialist APR 11 201.4 1319 North Sea Road j Southampton, New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for perm its' including Town of Southold agencies, shall com plete this CC AF for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law. This assessm cot is intended to supplem ent other inform ation used by a Tow n of Southold agency in III a k In g a d e t e r m in a t i o n o f c o n s i s t e n c y. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Towni. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTIONn 1"g ; R E C' SCTM# 82 - 2 - 3.2 PROJECT NAME Cutcho ue 6291, LLC MAR 2 8 2014 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Construct 4' x +/-80' timber bluff stairway (including 4'x 4' entry steps to 5.3' x 12' platform at top of bluff, four 4' wide landings, benches, 4' x 8' platform, and 3' x 3.5' platform with 2.5' wide retractable aluminum stairs at base of bluff) within boundaries of 10' wide easement created by the "Clustered Conservation Subdivision of Oregon Landing Il" for the purpose of providing beach access to Lots 1, 2, 3, and 4 (SCTM Nos 1000-82-2-3.1, 3 2, 3 3, and 3 4); and cle 5' ' on -grade pathway over upland portion of property to provide access to proposed stairway. Pursuant to the covenanted condition of subdivision approval, implement an erosion control and revegetation plan consisting of placement of +/-5,8321.f. of timber bluff terracing, +/-266 cubic yards of clean fill to be trucked in from an approved upland source, and +/-12,960 sf of native vegetation. All such work shall be undertaken in accordance with the engineering plans by Jeffrey T. Butler, P.E., P.C., last dated March 3, 2014. Location of action: 6291 Oregon Road, Cutchogue Site acreage: 187,816 s.f. Present land use: Developed - Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Cutchogue 6291, LLC; c/o Stephanie Guilpin, Managing Member (b) Mailing address: 331 West 84th Street, #4 New York, NY 10024 (c) Telephone number: Area Code 212-580-6502 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency? NYS DEC Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. F]Yes F]No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria F1Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes 1-1No® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria 11;:71 Yes ❑ No [- -1 Not Applicable The project is proposed in accordance with and for the purpose of satisfying the covenanted condition of approval of the "Clustered Conservation Subdivision of Oregon Landing Il," i.e., implementation of an erosion control and revegetation plan designed to restore and stabilize the bluff face. The plan calls for placement of renourishment material on the bluff face, which is to be stabilized by structural terracing for the purpose of increasing the probabilities of a more efficient and successful establishment of the renourishment and native plantings proposed to revegetate the bluff face. Thus, consistent with Policy 4. 1, the purpose and anticipated impacts of the project are the protection and restoration of the site's natural protective feature, specifically the vegetative restoration, enhancement, and stabilization of the bluff using a practical vegetative approach without alteration or ;-f—IF--p with the nnhirnl rnnditinn of the shoreline. _. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable There are no vegetated tidal wetlands located on or adjacent to the site, and the proposed L,_-,tf restoration would not be expected to cause any adverse impacts on the adjacent beach, shoreline, or tidal waters of Long Island Sound. The proposed construction sequence calls for the construction of the proposed bluff stairway to be completed prior to the bluff restoration work so that the soils surrounding the stairway location can be replaced, stabilized, and revegetated after the structure is in place. Thus, consistent with Policy 6, there will be no adverse impacts associated with the project that would impair the quality or function of the adjacent ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes 1-1No ❑ Not Applicable The proposed stairway will terminate at the base of the bluff and landward of high water and, consistent with Policy 9, will not preclude or impede public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote sig...g of new water -dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ®Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ElYes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No® Not Applicable f PREPARED BY TITLE Coastal Mgmt. specialist DATEMarch 24, 2014 Amended on 811105 �wal,N.—(21) z _ FOR PCL NO w bEE 6EO. N0. � 0860/010 \Fqe FOL. NO. BELE 08E(.�NO. 6EESEC. NO. / 22 08601-001.] Z IA 2>], QO ipe FCL NO. IONp • FM PCL NO SEE w N0. wN'z. M. w SEE SEC. NO. C8641-0Or3 08604005.2 ' FO WTCN�---- UNE • 28A N �--- —_� LINE BEE BEO NO. W1 SEESEC. NO.m COUNTY OF SUFFOLK © N SWTMOID . Reel Properly TN Service Agency v m d CwwlFCenlw ,NY 11M8 M n wc�xe ea s 82 STRONG'S MARINE INLET, LLC, 2255 WICKHAM AVENUE, MATTITUCK Figure 1. Looking southwest toward locations of existing swimming pool and proposed pool pavilion. Figure 2. Looking southeast from bulkhead toward locations of existing swimming pool and proposed pool pavilion. STRONG'S MARINE INLET, LLC, 2255 WICKHAM AVENUE, MATTITUCK Figure]. Looking southwest toward locations of existing swimming pool and proposed pool pavilion. Figure 2. Looking southeast from bulkhead toward locations of existing swimming pool and proposed pool pavilion. 5r� 11 ,NPS � yl N ►�#,`�` `'rye �.� /� T/ "o ►�o� /i / /f /�4ry /i%'/ice-•111 /�ry� / x� 1 i./ \ / /i i ''.11 -` \ I I f I / / / \ A \ 1 ( � / / / �o / 1 1 \ l / x / i i%/��/�/moi/i//// / / ///�i// \ \ \ 11 \J\ \ \ J/ / / \�� 11 I \\ iii •p0� O yl'/��� i /��ijj� j�/iii % i''/i'/ —60— \\\1111 1 1�/ 1 1 11 SURVEY OF LOTS 1, 2, 3 & 4 MAP OF OREGON LANDING II FILE No. 11457 FILED OCTOBER 30, 2006 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-82-02-3.1 S.C. TAX No. 1000-82-02-3.2 S.C. TAX No. 1000-82-02-3.3 S.C. TAX No. 1000-82-02-3.4 SCALE 1 "=40' OCTOBER 25, 2010 JUNE 23, 2011 ADDED ADDITIONAL TOPOGRAPHY JANUARY 5, 2012 MARKOUT CLEARING LIMITS & 100' BLUFF SETBACK FEBRUARY 8, 2012 STAKE HOUSE FOUNDATIONS & WELLS MARCH 14, 2012 FOUNDATION LOCATION EAST BUILDING MAY 18, 2012 STAKE GARAGE & FOUNDATION LOCATION WEST BUILDING OCTOBER 19, 2013 TOPO OF BLUFF AREA DATA AREA DATA FOR LOT 2 LOT 1 82,061 sq. ft. 1000-82-02-3.1 1.884 ac. LOT 2 187,816 sq. ft. 1000-82-02-3.2 4.312 ac. LOT 3 51,485 sq. ft. 1000-82-02-3.3 1.182ac. LOT 4 54,007 sq. ft. 1000-82-02-3.4 1.240 ac. TOTAL 375,369 sq. ft. 8.618 ac, '�rO1J • /' /i%i //ii /�7'.�.%/�i'�'/'//i'/i' 1 ,' / I l / 1 / 1 sr /le ii'/!i'/ / // /�i��/ii i i ��//jiii//�� � ��//�/i//i ,.•'1' /' I I /� I I I // \\ 1 \0{�I /i,%o!ij%'i'/i'i%/ice/' /// // %'�%�%%\\ LOT 21 i \•56�_— 1� 1090-82-021-3. xlw 56 �p S \ \ xmz / 41 V x60.4100" 60.4 / v'. /'100' SETBACK / x '►'' x S ���FF x \,\------ \o \,\ \ 24.6 CONTWG E b ' \`\, _ z � \ Foo ie3 —�' \ \ 24. 82.5' 6' CONCRm \ \ ,- FOU \ `\ SETBITREE T;9 czn"FOUV a x j 0 \ ELEV. 65.0 ,\ 82.5' ,\ \ 1� F g o m / \ \ '\ \ 0 tii�' \ \ \ \ O;ac) / �\ ,\ \ O � \\ LOT 1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. w i S'. N.Y.S. Lic. No. 50467 r MAR 2 8 2014 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 000-82-02 •�V J'.0,00 X06 cj0 TOTAL AREA 187,816 sq. ft. 4.312 ac. RIGHTS OF WAYS 112,904 sq. ft. AREA 2.592 ac. AREA LESS 74,912 sq. ft. RIGHTS OF WAYS 1.720 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO NGVD 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: iu EXISTING CONTOUR LINES ARE SHOWN THUS: ---58— — — — D1fa Rvw AA� lit 6 , \ S� 6 C rig LOT 3 —82-02-3.3 011 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. ��•t N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF LOTS 1, 21 3 & 4 MAP OF OREGON LANDING II FILE No. 11457 FILED OCTOBER 30, 2006 SIT UA TE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-82-02-3.1 S.C. TAX No. 1000-82-02-3.2 S.C. TAX No. 1000-82-02-3.3 S.C. TAX No. 1000-82-02-3.4 SCALE 1 "=40' OCTOBER 25, 2010 JUNE 23, 2011 ADDED ADDITIONAL TOPOGRAPHY JANUARY 5, 2012 MARKOUT CLEARING LIMITS & 100' BLUFF SETBACK FEBRUARY 8, 2012 STAKE HOUSE FOUNDATIONS & WELLS MARCH 14, 2012 FOUNDATION LOCATION EAST BUILDING MAY 18, 2012 STAKE GARAGE & FOUNDATION LOCATION WEST BUILDING OCTOBER 19, 2013 TOPO OF BLUFF LOT 1 82,061 sq. ft. 1000-82-02-3.1 1.884 ac. LOT 2 187,816 sq. ft. 1000-82-02-3.2 4.312 ac. LOT 3 51,485 sq. ft. 1000-82-02-3.3 1.182ac. LOT 4 54,007 sq. ft. 1000-82-02-3.4 1.240 ac. TOTAL 375,369 sq. ft. 8.618 ac. TOTAL AREA 187,816 sq. ft. 4.312 ac. RIGHTS OF WAYS 112,904 sq. ft. AREA 2.592 ac. AREA LESS 74,912 sq. ft. RIGHTS OF WAYS 1.720 ac. OT S: 1. ELEVATIONS ARE REFERENCED TO NGVD 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ,o.o EXISTING CONTOUR LINES ARE SHOWN THUS: ---58— — — — c� tuv ofHONG IAW Utt 800272-4480 811 www.dignetnycli.com or www.ca11811.com (for other states) By law, excavators and contractors working In the five boroughs of New York City and Nassau and Suffolk Counties on Long Island must contact DigNet, 1-800-272-4480 or 811, at least 48 hours but no more than 10 working days (excluding weekends and legal holidays) prior to beginning any mechanized digging or excavation work to ensure underground lines are marked. Excavators and contractors can also submit locate requests online, through ITIC. If you do not currently use ITIC, please call 1-800-524-7603 for more information. For safety reasons, homeowners are strongly encouraged to call as well when planning any type of digging on their property. Homeowners can contact us directly at 1-800-272-4480 or by calling 811, the national call before you dig number. For excavation work completed on personal property, it is the contractors responsibility–NOT the homeowners–to contact DigNet. Having utility lines marked prior to digging is free of charge. 201 BILL OF MATERIAL: REQUIRED PILL QUANTITIE5: (MATERIAL TO BE ACQUIRED FROM AN APPROVED UPLAND 51TE) I. FILL (TO BE OF COMPATIBLE GRAIN 51ZE AND/OR 501L TYPE): REQV FOR LOT 2 BLUFF RE5TORATION = t26b GU.YDS. REQ'D FOR LOT I BLUFF RESTORATION = t2b8 CU.Y25. TL FILL REQUIRED: 634 6U.Y05. TOTAL FILL MATERIAL TRUCKED IN = 1534 GU.YD5. PLANTING ON BLUFF FADE: PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT LIMITED TO BEACH GRASS AND SWITCH GRASS APPROXIMATE REQV FOR LOT 2 (BLUFF PLANTING) = t12,g60 561.FT. REQ'D FOR LOT I (BLUFF PLANTING) = 1l3 040 SOFT, TL AREA OF TERRACING REQUIRED: t2b,000 SQ.FT. NOTE: THE AMOUNT OF RE -VEGETATION WILL BE LESSENED BY THE AREA OCCUPIED BY ESTABLISHED, 5TA13LE EX15TINO VEGETATION TRRAGING ON BLUFF FACE 15 REQUIRED FOR THE RRP05E OF STABILIZING 015TLRMO 501L AND TO REDUCE EROSION REQ'D FOR LOT 2 (BLUFF 5TABILIZATION) = ±5,832 LIN.FT. REQ'D FOR LOT I (BLUFF 5TABILIZATION)) = 6,8b8 LIN.FT. TL AREA OF TERRACING REQUIRED: tll,100 LIN.FT. v 6 may/ /N -5-1czC,Nt 0 i Ae OVERALL MAP 100 50 O GRAPHIG 5GALE PROP05ED BE=ACH ACCE55 STAIR: (TO BE INSTALLED WITHIN 10' WIDE ROW PROVIDE 4' WIDE x t80'L6 STAIR AND RETRACTABLE ALUMINUM STAIR W/ ASSOCIATED 36 PLATFORM AND H015T PER SECTION 'A' AND 3,5 '5C.OPE OF WORK'. 40 42 44 46 48 50 i— 52 SEE PARTIAL SITE PLAN FOR WORK IN THIS AREA PROP05ED 4' WIDE BEACH C,TAIRC F(V INI17MMATInN CFF 400 500 1 " = 100'-0" 1�) 5456 W W \ \ PROPOSED PEDESTRIAN W TOP OF�`� \ \ S 3 o ACCESS PATH: -7 5ATH TO 13E 'WIPE x i353 LC / BLUFFFJ` CLEARED WITHIN IOPRIGHT-OF-WAY W 1 bo / I 2 �\\\ 35.7, TOP OF W w ` BLUFF \ \ y W W 2���.�' , O \\\ C( 4 �r �� V-' \_101 WIDE \ \ \ W • �r BEACH ACCESS \ EASEMENT 5 S \ W , TOP OF y W BLUFF W o EXI5TING / W PR �E:DBLff 5TABILIZATION: DWELLING / A / GRADE, E, FILL AND RE -VEGETA p.Vtl�-y a 2 �O / PER 5ECTION A 2 a '�r'C� �J �� / y SEE BILL OF MATERIALS FOR AREAS AND • `�",�1�� / l / FILL QUANTITIE5 (THIS DWG) \00Z / EXIST. POOL +� \ \ \ W 1 \ TOP OF �1 /' . BLUFF W W / PROPOSED TERRACING: 6z l PROVIDE TERRACING PER TERRACING 5CHEDULE, • + / SEE TIMBER TERRACE RETAINING WALL AND / PLANTING DETAIL, RE-VE6ETATION AND TERRAGIN/ / W / SEQUENCE OF EVENTS NOTES (SEE DWS No.2) TYPICAL LOTS I AND 2 + / W PARCEL #2 kip,AREA = "14,812 S.F. 032 AC) / �p PROPOSED RE VEGETATION: +/ AREA W/ R.O.W. = 181,81b 5.F. (4.312 AG) / PROVIDE PLANTINGS PER PLANTING / 56HEOULE, SEE FILL, RE-VEGETATIONAr D ? / TERRACING 5EQUENGE OF EVENTS NOTES, '195 TYP. LOTS I AND 2 (SEE DWG Not) PARC #I .. O / .71 0 AREA = 82,061 SOFT, ry / = 1.884 AGRE5 `9� 0, / TOP OF / � / BLUFF � j EX15TING CO �r J �yh DWELLING ro m 4' GARA PARTIAL SITE PLAN ry ' Y � ^� GRAPHIG 5GALE / N� S��`RFieF R �Uc;� LEC END : PROPERTY LINE EXISTING MILDING NOTED LAND LINE5 NOTED WATER LINE5 GOA5TAL ER05ION HAZARD LINE EXISTING GONTOUR 6 EXI5TIN5 GRADE el = ELEVATION PHOTO KEY: 177� PRE-5ANDY I( -I) P05T-5ANDY [ 7 ) m o� 00 S3 CO 4� $ .1 W '06 PARCEL #3 AREA = 51,468.54 SOFT. =1.18 ACRES PARCEL #4 AREA = 54,003.36 50.FT. - _ = 1.24 ACRES 60 CIO 1'. = 30'-0" ri u SITE LOCATION '(4b LOCATION MAP: NOT TO 5GALE NOTE: MACHINERY AGGE55 FOR PROP05ED BEACH ACCESS STAIR CONSTRUCTION 15 PROPOSED FROM DUCK POND ROAD (EXISTING BEACH ACCESS ROAD) PROP05ED BLUFF STABILIZATION, RENOURI 5HMENT— AND BEACH ACCE55 5TA I R PLAN: 51TUATE AT:L"C` ff ORON ROAD til�Z I NdW CUT(HOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK - USE: RESIDENTIAL AREA DA TA LOT 1 82,061 sq,. ft. 1000-82-02-3.1 1.884 ac. LOT 2 18"1,816 sq,. ft. 1000-82-02-3.2 4.312 ac. AREA DATA FOR LOT 2 TOTAL AREA 187,816 scl. ft. P� 4.312 ac. R'SHT5 OF WAYS 112,804 sq,. ft. AREA 2.582 ac. AREA LESS 74,812 5q. ft. R+_3HT5 OF WAYS 1.120 ac. SITE PLAN BASED ON ORIGINAL SURVEY BY: NATHAN TAFT GORWIN, LAND SURVEYOR 158b MAIN ROAD JAME5PORT, NY IIg41 SURVEYED: OCT. 25, 2010 LAST UPDATED: OCT. Iq, 2013 DATUM: NAVD Ig2q n APPLICANT/OWNER: CUTCHI 6213 LLC, CUTCHOGUE 62q I LLC, GUTGHOGUE 6218 LLC, CUTCHOGUE 6204 LLC, 331 WEST 84th STREET NEW YORK, KY. 10024 ATTN: M5. STEPHANIE GUILPIN PPOP05ED WORK 5W ARY: IN5TALL PROPOSED 4' WIDE x t80' LG BEACH ACCESS STAIR WITH RETRACTABLE STAIR To BEACH, CLEAR 5' WIDE x t353'1_6 PATH FOR PEDESTRIAN ACCESS TO PROPOSED BEACH ACCESS STAIR (LOT 2). 5TABILIZE AND RENOW15H BLUFF FACE BY WAY OF GRADING, TERRACING, FILLING AND PLANTING (LOTS I AND 2) . V P� I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK W 0 w V_ W 2: LU S 3. GON5TRXT A SET OF 5TAIR5 APPROXIMATELY 80' LONG WITH (1) 4Wt4' X 5f (3 <N • QLm 4.4 O � 4x4' LANDING, (1) 4`Hxf2' LG STAIR, (1) 411x5.5' LANDING W/ BENCH, (1) 4Wxtl8' L6 STAIR, (1) 4'X4' LANDIN6, (1) 4'1 LG STAIR, (1) 4'1 Q LANDING W/ BENCH, (1) 4'1 LG STAIR, (1) 4'1 BEACH AGGE95 b 9 CZ FLATFORM W/ BENGH AND N RETRACTABLE ALUMINUM STAIR TO BEACH W/ � O P55OCIATED PLATFORM AND HOIST (BY OTHERS). O i y 4 e. MATERIALS TO BE USED (STAIR): < 0. 1.2x12 5TRINGER5 Pr WW 2.2x4 CLEATS U Odd) 3.4xb POSTS 4. 2x4 MID RAIL �Q� CK t. MATERIALS TO BE U5ED (PLATFORMS): ('n V I. 2xb FLOOR JOISTS �o W c. MATERIAL TO BE USED FOR HANDRAIL: MAR3 1 J F 0Q I. 4x6 COMPOSITE MATERIAL (TREX OR EQUAL) r d. MATERIALS TO BE USED FOR TREADS AND PLATFORMS: i I. CLOSE MESH BAR GRATING BY McNIGHOLS — W e. MATERIAL TO BE 05ED FOR BENCH SEAT: I. FIBERGLA55 GRATE BENCH BY WNIGHOLS OR COMPOSITE MATERIAL O Z O (TREX OR EQUAL) z o i5 CD o q. ALL LUMBER TO BE GGA, U.O.N. O V P� I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK W 0 OR TO ADJACENT PROPERTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. V_ W 2: LU (i) 3. GON5TRXT A SET OF 5TAIR5 APPROXIMATELY 80' LONG WITH (1) 4Wt4' X 5f (3 <N • QLm 4.4 O � 4x4' LANDING, (1) 4`Hxf2' LG STAIR, (1) 411x5.5' LANDING W/ BENCH, (1) 4Wxtl8' L6 STAIR, (1) 4'X4' LANDIN6, (1) 4'1 LG STAIR, (1) 4'1 Q LANDING W/ BENCH, (1) 4'1 LG STAIR, (1) 4'1 BEACH AGGE95 b 9 ENGINEER: 5GOPE OF HORK: I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK 0 OR TO ADJACENT PROPERTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. W 2: 3. GON5TRXT A SET OF 5TAIR5 APPROXIMATELY 80' LONG WITH (1) 4Wt4' LG ENTRY STAIR, (1) 5.3'x12' ENTRY PLATFORM W/ BENCH, 45ct11' STAIR, (1) 4.4 = O 4x4' LANDING, (1) 4`Hxf2' LG STAIR, (1) 411x5.5' LANDING W/ BENCH, (1) 4Wxtl8' L6 STAIR, (1) 4'X4' LANDIN6, (1) 4'1 LG STAIR, (1) 4'1 Q LANDING W/ BENCH, (1) 4'1 LG STAIR, (1) 4'1 BEACH AGGE95 b 9 FLATFORM W/ BENGH AND N RETRACTABLE ALUMINUM STAIR TO BEACH W/ � O P55OCIATED PLATFORM AND HOIST (BY OTHERS). O O y 4 e. MATERIALS TO BE USED (STAIR): < 0. 1.2x12 5TRINGER5 Pr WW 2.2x4 CLEATS U Odd) 3.4xb POSTS 4. 2x4 MID RAIL �Q� CK t. MATERIALS TO BE U5ED (PLATFORMS): ('n V I. 2xb FLOOR JOISTS �o W c. MATERIAL TO BE USED FOR HANDRAIL: MAR3 1 0Q I. 4x6 COMPOSITE MATERIAL (TREX OR EQUAL) r d. MATERIALS TO BE USED FOR TREADS AND PLATFORMS: i I. CLOSE MESH BAR GRATING BY McNIGHOLS — W e. MATERIAL TO BE 05ED FOR BENCH SEAT: I. FIBERGLA55 GRATE BENCH BY WNIGHOLS OR COMPOSITE MATERIAL O Z O (TREX OR EQUAL) z 1. ALL HARDWARE TO BE GALVANIZED. CD Iw Q q. ALL LUMBER TO BE GGA, U.O.N. O Q 4. CLEAR A 5'W x t353'L67 PATH WITHIN THE 10' RIGHT-OF-WAY FOR F•� FEDE5TRIAN ACGE55 TO BEACH AGGE55 5TAIR5. UJ1 I a LQ15 I AND 2: 0 5. FI! L DISTURBED AND WASHED OUT AREAS WITHIN AREA OF WORK. .1 o. U5E SANDY FILL (OF COMPATIBLE GRAIN 51ZE) ACQUIRED FROM AN APPROVED UPLAND SITE. SEE 'BILL OF MATERIAL' FOR QUANTITIE5. Z b. SEE 'FILL, RE -VEGETATION AND TERRACING 5EQUENGE OF EVENTS' PRIOR TO ANY WORK. 6. Pi_ANTING; a. PLANTING INSTALLATION: U5E PLANTING SCHEDULE AND SECTION 'A' FOR INSTRUCTION. 5EE 'BILL OF MATERIAL' FOR AREA TO BE FE -VEGETATED. NOTE: CALCULATED AREA TO BE RE -VEGETATED WILL BE REDUCED BY THE AREA OCCUPIED BY ESTABLISHED, STABLE VEGETATION. JEFFREY T. BUTLER, P.E. PR6E of 3 0 .. 4.4 = O W kD Z Z: ' Q < b 9 LLJ � � � Z O Z cmv < 0. W Pr U Odd) �Q� CK o V Qz# �o 0Q O L Z LL O o Z M CD Iw Q O 7 Q v PR6E of 3 EXI5TING 5HRUB5, f TO REMAIN EXISTING BLUFF FAGS 4' WIDE STAIR W/ RAILING TO CODE (TYP) (1) 4x4' 4.0' - -LANDING Q F-7 q I "3 Q 5.5 (1) 4x5.5' LANDING W/ BENCH BEAGN 5TA I R FLAN SCALE: 3/16 = 1'-0" C ENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 5ITI: PRIOR TO 5TARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK A6REE WITH 5AME. 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUfHOLD. 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 015AGREE5 WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE /M 55 (D 4k55' LANDING ±4'HlOE 2.0' ENTRY W/ BENCH - - - - FORM W/ BENCH W/ RAILING ODE BENCH s � a (1) 4'x4' 4.0' tl1' 112.0' t4' LANDING NOTE: ALL PLANTED VEGETATION WILL REQUIRE MONITORING OVER 3 GROWING SEASONS. 42.0' �I J 53M20ENTRY o PLATFORM W/ BENCH - 2xb JOISTS, CLOSED MESH BAR GRATE I I DECKING TYP 0 PLATFORMS, U.O.N. , (SEE GENERAL NOTES NOA AND 10) , s. WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY AR151NG 4' WIDE � GULLIES LANDWARD OF TOP OF BLUFF AND THEREFROM. ENTRY STAIR 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTOj' 5EAWARD OF TOE OF BLUFF SHALL BE FILLED / EXISTING SLOPE. AND GRADED TO THE LEVEL OF ADJACENT 5. ALL FOOTING SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L / •,•y;.'•,:�.: EL 60.0' EL 60.0' x° ''' '• BLUFF FACE, REINFORCE BY TERRACING AND PRESSURE OF 2 TONS PER 50.FT. AND SHALL HAVE A MINIMUM OF b'-0„ OF COVER. PLANTING W/ APPROPRIATE NATIVE b. DESIGN TIMBER 5TRE55 - DOUGLAS FIR, NO.2 GRADE FB = 825 P51, E `'•°; ''stn. 1,200,000 P51. '} `'`'�' `_"• VEGETATION. �, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED EL 58.0' EL 58.0' i t ; `<'�'a DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS UNDISTURBED ?< . =>�Y PROP. BEACH GRA55 TO BE PLANTED .• AND/OR OBSERVATIONS OF THE CONSTRUCTION. « . ._. „ E 56.0' 501 L i I IN H REQUIRED ! ,:.... :., .. AS INSTRUCTED PLANTING SG . ALL METAL ,101ST HANGERS AND OTHER METAL CONNECTORS REQU RCD SHALL L .... `�,�:•_>�.'�;.;.:. b. 4k55 LANDING WITH BENCH BE "TECO CONNECTORS' OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOA95 '•''�' ; �;. PROPOSED CONNECTION POINTS. INSTALLATIONS SHALL BE IN 5TRIGT CONFORMANCE WITH (BEYOND) EL 54.0' BLUFF FADE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ��ll q, 5TAIR5 TO COMPLY WITH NEW YORK STATE BUILDING CODE. Y''. r UNDISTURBED � , 4 N INC R l0. ALL LUMBER SHALL BE GGA NOW. 4x LAD (FO EGROUNDJ EL 52.0' EL 52.0' ~:�!' _• II ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED, U.ON.. IN • • ' `•:::;.!'.� ACGORDANGE WITH A5TM AI53. TERRACING: EL 50.0' EL 50.0' USE 2X2x4' LONG GGA TREATED STAKES a M; 12. HANDRAIL5 TO BE BUILT WITH COMPOSITE MATERIAL (TREX OR EQUAL) y 13. TREADS AND PLATFORMS TO BE CLOSED MESH BAR GRATING BY MCNICHOL5. W/ 2xb GGA PLANKS SECURED TO STAKES 14. BENCH SEATS TO BE FIBER67LA55 BY McNICHOL.S OR COMPOSITE MATERIAL (TREX I • ,' ..' (MIN b'-0' OG). INSTALL TERRACING { ' : ;'``� 5; OR EQUAL). EL 48.0' EL 48.0' { PERPENDICULAR TO DOWNWARD SLOPE. SECURE 2x6 PLANKS TO ADJACENT EL 46.0' EL 46.0' PLANKS ALONG HORIZONTAL PLANE. „ . PROP05ED SHRUB TO BE PLANTED AS AN EL 44.0' ALTERNATE TO BEACH GRA55 WHERE CONDITIONS EL 44.0' EXISTING VEGETATION SHALL REMAIN IN PLACE, ALLOW. PLANT 3'-0" ON ( ENTER; 5EE PLANTING DELIBERATE CARE SHALL BE TAKEN NOT TO SCHEDULE AND DETAIL, THIS DWG. TIMBETERRACE RETA I N I NO HALL DISTURB ROOT BASE OF EXISTING PLANTINGS EL 42.0' rT`• EL 42.0' R AND FLANTI NCS DETAIL EL 40.0' GULLIES SHALL BE FILLED AND GRADED EL 40.0' ,,:A r: ... , ;: SCALE: NONE TO THE LEVEL OF ADJACENT BLUFF y''�i:~ :: FACE. STABILIZE AND REINFORCE BY EL 38.0' ' TERRACING AND PLANTING W/ EL 38.0' 4'x55' LANDING WITH BENCH APPROPRIATE NATIVE VEGETATION. PROPOSED NEW SHRUB/ BUSH PER PLANTING 56HEOULE (SEE SHT 1), MIN 3'-O" O.G. 18" MIN. FC PLANTS Uf HIGH, 20" PLANTS C HIGH PRUNE 1/8' OF LEAF AREA BUT RETAIN NATURAL FORM SPRAY WITH WILT -PROOF ACCORDING TO MFG'S IN5TRUGTION5 IF FOLIAGE 15 PRESENT GROUND LINE TO BE SAME A5 AT THE NURSERY ESTABLISHED VEGETATION OR MEANS OF STABILIZATION (PLANTED GRASSES AND/OR TERRACING) REMOVE BURLAP FROM TOP OF BALL BACKFILL WITH TOP501L rt PEAT- M055 3:1 RATIO BY VOLUME IN q" LAYERS -WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP 6" FOR PLANTS UP TO 4' HIGH 8' FOR PLANTS OVER 4' HIGH www.dignetnycli.com of IOW YOV M or 01SONG ����% www.call811.com (for other states) 800-212-4480 1 811 By law, excavators and contractors working in the For safety reasons, homeowners are strongly I _T encouraged to call as well when planning any ISTAIR TO BEACH: Dig Net, 1-800-272-4480 or 811, at least 48 hours can contact us directly at 1-800-272-4480 or by but no more than 10 working days (excluding calling 811, the national call before you dig RETRACTABLE ALUMINUM STAIR number. For excavation work completed on any mechanized digging or excavation work to personal property, It Is the contractor's ensure underground lines are marred. AND 1T5 ASSOCIATED Excavators and contractors can also submit DigNet. Having utility lines marked prior to locate requests online, through ITIC. If you do not digging Is free of charge. PLATFORM AND H015T AS EROSION AREA, P05T 5U'ER STORM 'SANDY') SHALL BE for more information. O SHOWN IN SECTION 'A', THIS DWG LIFTING MECHANISM FOR II 5TA13ILIZED BY GRADING, TERRACING, FILLING AND ti � N RETRACTABLEEL STAIR (BEYOND), 24.0' 4x8' I m PLTFRM ti�o INSTALL PER MANUF RE0'MT5 4.0' SEE 'FILL, RE -VEGETATION AND TERRACING 5EQUENGE OF HANDRAIL TO BE 4'x8' BEACH ACCESS PLATFORM W/ BENCH USE: (b) 8'x8" GGA P05T5 Wl (2) 2"x10' GGA (SEE DWG NO3 FOR DTL) EL 22.0' GIRDERS;, 2'x8" GGA JOISTS 0 Ib" O.G. FINISH - - - DECKING PER 'GON5TRUGTION DETAIL' TO BE PLACED EVENTS NOTES' FOR REQUIREMENTS EL 22.0' COMPOSITE MATERIAL IMMEDIATELY SEAWARD OF TOE OF BLUFF MAR 3 .�' EXI5TING 5HRUB5, f TO REMAIN EXISTING BLUFF FAGS 4' WIDE STAIR W/ RAILING TO CODE (TYP) (1) 4x4' 4.0' - -LANDING Q F-7 q I "3 Q 5.5 (1) 4x5.5' LANDING W/ BENCH BEAGN 5TA I R FLAN SCALE: 3/16 = 1'-0" C ENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 5ITI: PRIOR TO 5TARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK A6REE WITH 5AME. 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUfHOLD. 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 015AGREE5 WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE /M 55 (D 4k55' LANDING ±4'HlOE 2.0' ENTRY W/ BENCH - - - - FORM W/ BENCH W/ RAILING ODE BENCH s � a (1) 4'x4' 4.0' tl1' 112.0' t4' LANDING NOTE: ALL PLANTED VEGETATION WILL REQUIRE MONITORING OVER 3 GROWING SEASONS. 42.0' �I J 53M20ENTRY o PLATFORM W/ BENCH - 2xb JOISTS, CLOSED MESH BAR GRATE I I DECKING TYP 0 PLATFORMS, U.O.N. , (SEE GENERAL NOTES NOA AND 10) , s. WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY AR151NG 4' WIDE � GULLIES LANDWARD OF TOP OF BLUFF AND THEREFROM. ENTRY STAIR 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTOj' 5EAWARD OF TOE OF BLUFF SHALL BE FILLED / EXISTING SLOPE. AND GRADED TO THE LEVEL OF ADJACENT 5. ALL FOOTING SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L / •,•y;.'•,:�.: EL 60.0' EL 60.0' x° ''' '• BLUFF FACE, REINFORCE BY TERRACING AND PRESSURE OF 2 TONS PER 50.FT. AND SHALL HAVE A MINIMUM OF b'-0„ OF COVER. PLANTING W/ APPROPRIATE NATIVE b. DESIGN TIMBER 5TRE55 - DOUGLAS FIR, NO.2 GRADE FB = 825 P51, E `'•°; ''stn. 1,200,000 P51. '} `'`'�' `_"• VEGETATION. �, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED EL 58.0' EL 58.0' i t ; `<'�'a DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS UNDISTURBED ?< . =>�Y PROP. BEACH GRA55 TO BE PLANTED .• AND/OR OBSERVATIONS OF THE CONSTRUCTION. « . ._. „ E 56.0' 501 L i I IN H REQUIRED ! ,:.... :., .. AS INSTRUCTED PLANTING SG . ALL METAL ,101ST HANGERS AND OTHER METAL CONNECTORS REQU RCD SHALL L .... `�,�:•_>�.'�;.;.:. b. 4k55 LANDING WITH BENCH BE "TECO CONNECTORS' OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOA95 '•''�' ; �;. PROPOSED CONNECTION POINTS. INSTALLATIONS SHALL BE IN 5TRIGT CONFORMANCE WITH (BEYOND) EL 54.0' BLUFF FADE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ��ll q, 5TAIR5 TO COMPLY WITH NEW YORK STATE BUILDING CODE. Y''. r UNDISTURBED � , 4 N INC R l0. ALL LUMBER SHALL BE GGA NOW. 4x LAD (FO EGROUNDJ EL 52.0' EL 52.0' ~:�!' _• II ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED, U.ON.. IN • • ' `•:::;.!'.� ACGORDANGE WITH A5TM AI53. TERRACING: EL 50.0' EL 50.0' USE 2X2x4' LONG GGA TREATED STAKES a M; 12. HANDRAIL5 TO BE BUILT WITH COMPOSITE MATERIAL (TREX OR EQUAL) y 13. TREADS AND PLATFORMS TO BE CLOSED MESH BAR GRATING BY MCNICHOL5. W/ 2xb GGA PLANKS SECURED TO STAKES 14. BENCH SEATS TO BE FIBER67LA55 BY McNICHOL.S OR COMPOSITE MATERIAL (TREX I • ,' ..' (MIN b'-0' OG). INSTALL TERRACING { ' : ;'``� 5; OR EQUAL). EL 48.0' EL 48.0' { PERPENDICULAR TO DOWNWARD SLOPE. SECURE 2x6 PLANKS TO ADJACENT EL 46.0' EL 46.0' PLANKS ALONG HORIZONTAL PLANE. „ . PROP05ED SHRUB TO BE PLANTED AS AN EL 44.0' ALTERNATE TO BEACH GRA55 WHERE CONDITIONS EL 44.0' EXISTING VEGETATION SHALL REMAIN IN PLACE, ALLOW. PLANT 3'-0" ON ( ENTER; 5EE PLANTING DELIBERATE CARE SHALL BE TAKEN NOT TO SCHEDULE AND DETAIL, THIS DWG. TIMBETERRACE RETA I N I NO HALL DISTURB ROOT BASE OF EXISTING PLANTINGS EL 42.0' rT`• EL 42.0' R AND FLANTI NCS DETAIL EL 40.0' GULLIES SHALL BE FILLED AND GRADED EL 40.0' ,,:A r: ... , ;: SCALE: NONE TO THE LEVEL OF ADJACENT BLUFF y''�i:~ :: FACE. STABILIZE AND REINFORCE BY EL 38.0' ' TERRACING AND PLANTING W/ EL 38.0' 4'x55' LANDING WITH BENCH APPROPRIATE NATIVE VEGETATION. PROPOSED NEW SHRUB/ BUSH PER PLANTING 56HEOULE (SEE SHT 1), MIN 3'-O" O.G. 18" MIN. FC PLANTS Uf HIGH, 20" PLANTS C HIGH PRUNE 1/8' OF LEAF AREA BUT RETAIN NATURAL FORM SPRAY WITH WILT -PROOF ACCORDING TO MFG'S IN5TRUGTION5 IF FOLIAGE 15 PRESENT GROUND LINE TO BE SAME A5 AT THE NURSERY ESTABLISHED VEGETATION OR MEANS OF STABILIZATION (PLANTED GRASSES AND/OR TERRACING) REMOVE BURLAP FROM TOP OF BALL BACKFILL WITH TOP501L rt PEAT- M055 3:1 RATIO BY VOLUME IN q" LAYERS -WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP 6" FOR PLANTS UP TO 4' HIGH 8' FOR PLANTS OVER 4' HIGH www.dignetnycli.com of IOW YOV M or 01SONG ����% www.call811.com (for other states) 800-212-4480 1 811 By law, excavators and contractors working in the For safety reasons, homeowners are strongly five boroughs of New York City and Nassau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on their property. Homeowners Dig Net, 1-800-272-4480 or 811, at least 48 hours can contact us directly at 1-800-272-4480 or by but no more than 10 working days (excluding calling 811, the national call before you dig weekends and legal holidays) prior to beginning number. For excavation work completed on any mechanized digging or excavation work to personal property, It Is the contractor's ensure underground lines are marred. responsibility -NOT the homeowner's -to contact Excavators and contractors can also submit DigNet. Having utility lines marked prior to locate requests online, through ITIC. If you do not digging Is free of charge. currently use ITIC, please call 1-800-524-7603 EROSION AREA, P05T 5U'ER STORM 'SANDY') SHALL BE for more information. O (FOREGROUND) EL 36.0' EL 36.0' FIBERGLA55 GRATE BENCH BY McNIGHOLS I -877-884-4653 4k4' LANDING (BEYOND) - #'I` (wwwmcniGholS.corrJ OR TREX BENCH AT EL 34.0' EL 34.0' LOCATIONS NOTED ON BEACH STAIR 22.0' - ..: PLAN (THI5 DWG) SEE 'CONSTRUCTION DETAIL' EL 32.0' _ I EL 32.0' FOR ADDITIONAL INFORMATION LI 0o EL 300' AND DIMENSIONAL REGJIREMENTS. RE -VEGETATE DISTURBED AND EL 30.0' (THIS DWG) - BARE AREAS AT (ONCLU5ION OF TREADS AND PLATFORMS TO BE STAIR CON5TRUCTION GL05E MESH BAR GRATING BY 4'x8' EL 28.0' BEACH ALCE55 PLATFORM - 2x12 STRINGERS, 4xb EL 28.0' POSTS, MGNICHOL5 I-877-884-4653 2 4 CLEATS C/Aw:. HANDRAIL (WWW mcnlchol5 Gom) -,� A. WORK HORIZQNTALLY ACRO55 BLUFF FACE, LIMIT THE WORK AREA TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR SHALL APPLY FILL IN 12' LIFTS, TAMP BETWEEN LIFTS. b. OWE NATURAL GRADE 15 ACHIEVED -WITHIN THE: SMALL WORK AREA PLANT PR6P05ED VEGETATION AND INSTALL TERRACING BEFORE MOVING DOM TO THE NEXT VERTICAL SURFACE AREA. q. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXI5TINCx PLANTS. 10. ANY DEAD VEGETATION SHALL BE CUT ® GRAPE AND REMOVED FROM BLUFF FACE. NOTE: LEAVE ROOTS INTACT BELOW GRADE. II. ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF FACE. 12. SEE 'PLANTING SCHEDULE', 'TYPICAL 5HRUB PLANTING DETAIL, 'TERRACING %flEOULE' AND TIMBER TERRACE RETAINING WALL AND PLANTING DETAIL', THIS IOW(. 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. USE - GALV. HURRICANE CLIPS TYP. AT ALL CONNECTIONS BEACH GRA55 PLANTINGS (TYPICAL) 2"x12" GGA I' W/ BENCH EL 26.0' x x AND 2x4 MID RAIL - STRINGERS SLOPE LANDWARD OF TOE OF BLUFF (SEVERE 501L _ EL 26.0' % t7'-0° O.G. ( I EROSION AREA, P05T 5U'ER STORM 'SANDY') SHALL BE O LIFTING MECHANISM FOR II 5TA13ILIZED BY GRADING, TERRACING, FILLING AND ti � N RETRACTABLEEL STAIR (BEYOND), 24.0' BELOW UNDISTURBED SOIL PLANTING A5 NOTED IN PARTIAL SITE PLAN, DWG No.l. - EL 24.0' INSTALL PER MANUF RE0'MT5 SEE 'FILL, RE -VEGETATION AND TERRACING 5EQUENGE OF HANDRAIL TO BE (SEE DWG NO3 FOR DTL) EL 22.0' - - - - EVENTS NOTES' FOR REQUIREMENTS EL 22.0' COMPOSITE MATERIAL MAR 3 .�' .4 �-j : (TREX OR EQUAL) w EL 20.0' LJ ' ' PROPOSED BEACH GRASS TO BE EL 20.0' G0N5TRUGTI0N DETAIL, - w� r PLANTED AS INSTRUCTED IN I //�� A PLANTING SCHEDULE, THIS DWG SGTI l.�N '- BLUfr7P"0f 1 LE EL 180' 18 EL .0' FL 16.0' ~'• UNDISTURBED 1I' SGALE: 311b" = I' -a" EL 16.0' PROPOSED BEACH STAIR (LOT 2 - AS 5HOWN) 145 _ �/ , -I 50IL, ,. ;` PROPOSED BLUFF STABILIZATION AND RENOURISHMENT c V EL 14.0' (LOT I - SIMILAR), (LOT 2 - A5 5HOW1�U i5 EL 14 0' 12.0' T.O. PLTFRM 0 _ EL 12.0' IEL ELEV. 11.12' 'RETRACTABLE TERRAGING OTHER THAN AT TOE OF BLUFF SHALL BE INSTALL PER FILL, RE -VE STATION AND TERRAG I NC EL lo.o' ALUMINUM ST (BEYOND) AND ASSOCIATED TERRACING SCHEDULE, SEE 'TIMBERIN EL 10.0' SEQUENG OI=NTS NOTES: EL 8.0' LONG ISLAND I PLTFM INSTALL PER TERRACE RETAINING WALL AND PLANTING DETAIL' FOR If ON5T9XTION EL 8.0' I. NO RE -VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL STAIRWAY CONSTRUCTION 15 COMPLETE." " 2 Xb GGA ®I6" OG., SOUND MANUFACTURES REQMT5 (SEE DWG No.3 FOR OTL5) B.O. BLUFF e J (THIS DWG) I A. FIRSTLY - INSTALL STAIRWAY EL 6.0' . ELEV. 5.92 EL 6.0' B. SECONDLY -FILL, TERRACE AND PLANT 2- 2'X10" GGA TIE LINE ALONG A.H.W.M. " ' I. LARGE ERODED) AREA'S: GIRDER .� ® tEL. 4.1' ON OCT.I, 2010 ` ' ' '::: I :±;C' ; ''� -. ' ERODED AREAS MUST BE FILLED TO NATURAL GRADE PRIOR TO INSTALLING TERRACING AND PLANTING EL 4.0' EL 4.0' _ i1. AREAS W/ ELEVATIONS AT OR NEAR NATURAL GRADE: .: uNDI II�Ev ,, I M\ PREP AREA, FILL, INSTALL TERRACING AND PLANT EL 2.0' I I -TERRAGING 0 TOE OF BLUFF SHALL BE flo O.G. MIN, EL 2.0' 2. NO FILL SHALL BE TAKEN FROM THE SURROUN011% BEACH OR BLUFF FACE. c ti I I SEE 'TIMBER TERRACE RETAINING WALL AND PLANTING 3• PROVIDE GLEAN SANDY FILL FROM AN UPLAND 5OURCE (BEACH COMPATIBLE GRAIN SIZE) FOR THE PURPOSE OF 4"X6' GGA Y� (b) Sk8" GGA POSTS W/ (2) 2"x10" GGA GIRDERS, I I I DETAIL' FOR CONSTRUCTION (THIS DWG) EL 0.0' RESTORING BLUFF;'S SURFACE ELEV. TO NATURAL GRADE (FOR G UANTITIES SEE 'BILL OF MATERIAL' 514T 1). POSTS (TYP) EL 0.0' 2'x8' CGA JOISTS ® I6' D.G. FIN15H DECKING PER 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED AND GRADED TO THE LEVEL OF THE YANSTRUGTION DETAIL' TO BE PLACED IMMEDIATELY ADJACENT BLUFF FACE (THE NATURAL GRADE) SEAWARD OF TOE OF BLUFF 5. WORK WITHIN DESIGNATED AREA OF WORK, (ONTRA(TOR TO ATTEND TO DISTURBED, WASHED OUT AREAS WITH EXTRA TERRAGI NC 56HEOULE PLANTING 56HEDULE CARE. FILL F % TO APPY LY FILL THE TOP OF BLUFF DOWNWARD. A. WORK HORIZQNTALLY ACRO55 BLUFF FACE, LIMIT THE WORK AREA TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR SHALL APPLY FILL IN 12' LIFTS, TAMP BETWEEN LIFTS. b. OWE NATURAL GRADE 15 ACHIEVED -WITHIN THE: SMALL WORK AREA PLANT PR6P05ED VEGETATION AND INSTALL TERRACING BEFORE MOVING DOM TO THE NEXT VERTICAL SURFACE AREA. q. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXI5TINCx PLANTS. 10. ANY DEAD VEGETATION SHALL BE CUT ® GRAPE AND REMOVED FROM BLUFF FACE. NOTE: LEAVE ROOTS INTACT BELOW GRADE. II. ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF FACE. 12. SEE 'PLANTING SCHEDULE', 'TYPICAL 5HRUB PLANTING DETAIL, 'TERRACING %flEOULE' AND TIMBER TERRACE RETAINING WALL AND PLANTING DETAIL', THIS IOW(. 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. USE - GALV. HURRICANE CLIPS TYP. AT ALL CONNECTIONS BEACH GRA55 PLANTINGS (TYPICAL) 2"x12" GGA I' iV STRINGERS t7'-0° O.G. ( I a� O II ti � N POSTS TO EXTEND 6-0" BELOW UNDISTURBED SOIL U arc MAR 3 .�' .4 w LJ G0N5TRUGTI0N DETAIL, - NOT TO SCALE a U F� W ^ . V_ w m�� `9Wd) pz6) N too ppm W OF NEIN Y T gUT O9� COCC W f ]�3fa V \2��0 0/ 93 Oma•. FESS 0\4J JEFFREY T. BUTLER, P.E. Q O 2 ILL. Q _ N O � qa zzm p UJ zOm Q (1 Q < oo� moo 0 Q�Q OO z z �#•�-- o J O ►� V O U_ �O N 1L LL 0 O Z 1- Z < PAGE: 2 of 5 ALUMINUM MARINE STAIRWAY STANDARD SPECIFICATION: 45" APPROACH ANGLE 7" TREAD DEPTH, 85" R15ER HEIGHT 32" STAIR WIDTH 201?5" TREAD WIDTH 4 ANCHORS REQUIRED HERE HANDRAILS ARE INP ALUMINUM IP5 PIPE 2 PER SIDE STAIR MODEL No. A$-10 (( ONTRACTOR TO FIELD VERIFY) 36"x42" WALL PLATFORM A55EM13LY W/ HANDRAIL MODEL No. A5 -WA LIFTING MECHANISM FOR ALUMI5TAIR5 MODEL No. A5 -LM / SUPPORT ANGLE SUPPORTS PLATFOR ..3 ANCHORS REQUIRED TO WALL NEED 3 to 4 ANCHORS HERE BOTH SIDES 15OMETR1 G PROP05ED LIFTING MEGHAN 15M FOR RETRAGTABLE STA I R SCALE: NONE O 150METRI G TYP I GA<L ALUM 15TAs I R, PLATFORM AND LIFTING MEGHAN15M ANGHORI NC SCALE: NONE VVIJ1ur- FRONT AND 51 DE VIEW - RETRAGTABLE 5TEP5 SCALE: NONE e FRONT AND 51DE VIEW - LIFTING MEGHAN15M 50ALE: NONE FOR ALUMI5TAIR, PLATFORM AND LIFTING MEGHAN15M SEE: METALLIC LADDER MANUFACTURING, CORPORATION NATE ATKIN5, 5ENIOR 5ALE5 REP. AT FACTORY SUPPLY ING. 121-30-6536, noteWfactorysupply.net or 1-888--242-3045 ext. 1008, www.factorysupphy.net COMPACTION NOTES: REQUIREMENTS: I. WORK SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN SHOWN THE PROPER REPORTS STATING THAT ALL HAZARDOUS MATERIALS IF ANY HAVE BEEN REMOVED FROM THE 517E U51NG FEDERAL, STATE, AND LOCALLY APPROVED METHO05 AND PROGEDURE5 FOR THE MATERIAL IN QUESTION. 2. ALL 5TRUGTURE5, BOTH ABOVE AND BELOW GRADE ARE SHOWN A5 A GUIDE. LOCATION OF SUBSURFACE STRUCTURES ARE ESTIMATED TO BE LOCATED A5 SHOWN. THE GERTIFYING ENGINEER DOES NOT ATTEST TO THE AGCURAGY OF THE LOCATION OF THE SUBSURFACE 5TRUCTURE5 SHOWN OR THOSE STRUCTURES NOT SHOWN. 3. WORK SHALL BE PERFORMED BY THE GONTRAGTOR(5) AT THEIR OWN RISK AND LIABILITY. ALL DAMAGE TO THE RIGHT OF WAYS, 50EWALK5, GUR51% BOTH ON 517E OR ADJACENT TO THE WORK AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE CONTRACTOR'S EXPENSE. 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, NO ENVIRONMENTAL HAZARD(S), THAT COULD BE AGGRAVATED BY THE WORK EX15TS ON TH15 SITE. 5. THE CONTRACTOR 15 ADVI5ED TO USE CAUTION WHEN EXGAVATING AND OR REMOVING 5U550RFA( E STRUCTURES, PIPING, ETC., DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. b. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE AREA OF WORK, BY THE CONTRAGTOR PRIOR TO THE START OF WORK. THE CONTRACTOR 15 TO MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL WORK 15 COMPLETE. 1. GATES ARE TO BE INSTALLED AT ALL ENTRANGE5 TO THE AREA OF WORK. THE5E 6ATE5 WILL BE CLOSED AT THE END OF THE DAY WHEN OPERATIONS ARE CEASED AND THE WORKERS HAVE LEFT THE SITE. 8. EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE GONTRACTOR(5), IN AGGORDANGE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. q. GAS, ELECTRIC, PROPANE, 5EWER, POWER, WATER AND OTHER SERVICE CONNECTIONS SHALL BE DISGONNEGTED, REMOVED, OR SEALED IN CONFORMITY WITH THE APPLICABLE REG11ATION5 OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY HAVING JURISDICTION. SUB GRADE GENERAL I. IN ORDER FOR THE CONGRETE TO BE DURABLE, THE SUB GRADE MUST BE PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH THESE SPECIFICATIONS, USING THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. THEREFORE, NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS, AND IN THE END, TO PROVIDE A SOUND SUB GRADE. 2. USING 501L TEST DATA AT ITS OPTION, THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE CONTRACTOR. IF PROVIDED, THE DATA WILL INCLUDE CLA551FICATION OF THE SOIL IN ACCORDANCE WITH THE UNIFIED 501L CLA551FICATION SYSTEM (ASTM D2481). THE SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. A. 5011-5 DESIGNATED A5 HIGHLY EXPANSIVE (GH, MH, AND OH) MAY REQUIRE LIME 5TA13ILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH SPECIAL TREATMENTS WILL BE DETAILED IN THE 51TE-5PEGIFIG BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. B. 5011-5 DESIGNATED AS HIGHLY ORGANIC (OH, OL, AND PT) MAY REQUIRE 5ELEGTIVE REPLACEMENT WITH 5UITABLE SOILS. THE NEED FOR AND THE EXTENT OF TH15 TREATMENT WILL BE DETAILED IN THE 51TE-5PEGIFIG DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE GONTRAGTOR'5 BASE BID. G. THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY GONPITION5 REQUIRING SPECIAL CONSIDERATION NOT A0DRE55ED IN THE 51TE-5PEGIFIG BID DOCUMENTS. THE EXTRA COST OF UNANTICIPATED REMOVAL/ REPLACEMENT WILL BE BASED ON THE UNIT C05T5 PROVIDED WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. SUB GRADE PREPARATION I. THE CONTRACTOR SHALL REMOVE ALL SURPLUS FILL, DEMOLITION RUBBLE, AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIAL5 SHALL BE PROMPTLY HAULED FROM THE SITE AND DISPOSED OF IN AGGORDAN( E WITH GOVERNING LAWS AND GODE5. THE CONTRACTOR SH` L SHAPE THE 5013GRADE IN ACCORDANCE WITH THE GRADING PLAN, TAKING INTO AGGOUNT SIE THIGKNE55 OF THE PAVING SYSTEM. THE TOLERANCE OF TH15 ROUGH GRADING SHALL E41NITHIN 1/2" HIGH TO I" LOW. DURING THI5 OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. 2. MAINTAINING DRY 51TE CONDITIONS: DURING PREPARATION OF THE SUB GRADE AND UNTIL THE CONCRETE 15 IN PLACE, THE GONTRAGTOR SHALL PROMPTLY TAKE REASONABLE MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY 51TE CONDITION. SUCH MEA50RE-5 SHALL INCLUDE PUMPING OF FREE SURFACE WATER, MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING. 3. NATIVE 501L COMPACTION: C.OHE51VE AND GOHE5IONLE55 NATIVE 501L SHALL BE COMPACTED TO q5% AND 10096 OF THE OPTIMUM DENSITY, RESPECTIVELY, PRIOR TO PLACEMENT OF FILL. 4. FILL SELECTION AND COMPACTION: THE M05T COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: -SAND-GRAVEL MIX (1.5 TO 3% FINE5 ( 0.02 MM AND GBR > I1), -GRAVELY 501L (3 TO 6% FINES < 0.02 MM AND GBR > 8), -5ANDY SOIL5 (3 TO 6% FINES < 0.02 MM AND CBR > 8), -51LTY GRAVELY 501L5 (6 TO 10% FINES ( 0.02 MM AND GBR > 8), -51LTY SANDY SOILS (6 TO 15i FINES < 0.02 MM AND GBR ) a -CLAYEY GRAVEL SOILS (OVER 20% FINES < 0.02 MM AND GBR > 5), -CLAYEY SANDY 501L (OVER 20% FINES ( 0.02 MM AND CBR > 5), THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5% OF THE OPTIMUM DENSITY. GOMPAGTION SHALL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM M015TURE CONTENT UP TO 2% WETTER, OPTIMUM PEN5ITY AND OPTIMUM M015TURE CONTENT SHALL BE A5 DETERMINED BY A5TM 0I551. NO RUBBLE, TRASH, BOULDERS, OR OTHER DEBR15 WILL BE ALLOWED A5 FILL MATERIAL IN ANY USAGE. NEIN YORK 5TATE BU I LD I NC GORE SECTION RR314 5TAI RWAY5 5EGTION RR314.5.5ECTION RR314.2 TREADS AND RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4 INCHES (20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES (22q MM). THE R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE WALKING SURFACE OF TREADS AND LANDIN65 OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2 -PERCENT SLOPE). THE GREATEST R15ER HEIGHT WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXGEED THE 5MALLE5T BY MORE THAN 3/8 INCH (q.5 MM). THE 6REATE5T TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/8 INCH (q.5 MM). SECTION RR315 HANDRAIL5 SECTION RR315.1 HANDRAIL5. HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INGHE5 AND 38 INGHE5 (864 MM AND q65 MM), RE5PEGTIVELY, MEASURED VERTICALLY FROM THE N051NC OF THE TREAD5, SHALL BE PROVIDED ON AT LEAST ONE 51PE OF STAIRWAYS. ALL REQUIRED HANDRAIL5 SHALL BE GONTIN0005 THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE R15ER5 FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.5 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAIL. 5EGTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAIL5 SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRA5PABILITY. TYPE I. HANDRAILS WITH A GIRGULAR CR055 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 MM) AND NOT GREATER THAN 2 INGHE5 (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 6-1/4 INCHES (160 MM) WITH A MAXIMUM GROSS SECTION DIMENSION OF 2-1/4 INCHES (51 MM). TYPE II. HANDRAIL5 WITH A PERIMETER GREATER THAN 6-1/4 INCHES (I60 MM) SHALL PROVIDE A GRASPABLE FINGER REGE55 AREA ON BOTH SIDES OF THE PROFILE. THE FINGER REGE55 SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 MM) WITHIN l/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE REGE55 SHALL BE 1-1/4 INGHE5 (32 MM) TO A MAXIMUM OF 2-3/4 INCHES (10 MM). EOGE5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). oF0Y0KCIV &SONG 15.PN7 800-212-44801611 www.dignetnycli.com or www.call811.com (for other states) By law, excavators and contractors working in the five boroughs of New York City and Nassau and Suffolk Counties on Long Island must contact DigNet, 1-800-272-4480 or 811, at least 48 hours but no more than 10 working days (excluding weekends and legal holidays) prior to beginning any mechanized digging or excavation work to ensure underground lines are marked. Excavators and contractors can also submit locate requests online, through ITIC. If you do not currently use [TIC, please call 1-800-524-7603 for more information. For safety reasons, homeowners are strongly encouraged to call as well when planning any type of digging on their property. Homeowners can contact us directly at 1-800-272-4480 or by calling 811, the national call before you dig number. For excavation work completed on personal property, it is the contractor's responsibility -NOT the homeowner's -to contact DigNet. Having utility lines marked prior to digging is free of charge. 7 1� PAGE: of 3 THESE DRAWIN65 AND A(GOMPANYINC7 SPECIFICATIONS, A5 IN5TRUMENT5 OF SERVICE, ARE THE EXCLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXGEPT BY WRITTEN PERM155ION FROM THE ARGHITEGT. TITLE TO THESE PLAN5 SHALL REMAIN WITH THE ARGHITEGT. V15UAL GONTAGT WITH THEM SHALL GON5TITUTE PRIMA FAGIE EVIDENGE OF ACCEPTANCE OF THESE RESTRICTIONS. � m O d) W cry SOX In QLULL [—+ X Z M� T Q < Fr --1 LN O LU D_ 0� r 0 kj) CV m W LU ENGINEER: OF NE T O eOT� CO r ► tr w �C? ,o 73493 FES ;IONP JEFFREY T. BUTLER, P.E. Q O O U1 O # m =Z W uj ly- H- p W Q W A ppA Z K o W Cn <H�—m Z u cv � Q CL < 2,9 01.4 O [—i < N ()(3 1 p aw #ZOO Q> PP PP QW# I J OQ H opo — o N U N l�L LL Z° w I Co PAGE: of 3 THESE DRAWIN65 AND A(GOMPANYINC7 SPECIFICATIONS, A5 IN5TRUMENT5 OF SERVICE, ARE THE EXCLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXGEPT BY WRITTEN PERM155ION FROM THE ARGHITEGT. TITLE TO THESE PLAN5 SHALL REMAIN WITH THE ARGHITEGT. V15UAL GONTAGT WITH THEM SHALL GON5TITUTE PRIMA FAGIE EVIDENGE OF ACCEPTANCE OF THESE RESTRICTIONS.